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HomeMy WebLinkAboutTRUSS PAPERWORKr l ' SOUTHERN LRUSs COMPANIES Southern Truss 2590 N. Kings Hwy Fort • _ (772)464-4160 ` Fax: (772)318-0015 Job Number. J1900513 Customer. GHO Homes Name: MW-13 Clementine Address: 3604 Grove Ct. . '•City, ST. LP: Fort Pierce, FL 34951 General Truss Engineering Criteria & Design Loads Building Code and Chapter. FBC2017lrP12014 ComputerPrugram Used: MITek Version: 8.23 Mar Gravity- Gmvilr. . SCANNED 45.0 psf ROOF TOTAL LOAD N/A BY Wind Building Authority: UCIe OUnty 160 mph from MWFRS(Envelope) ASCE 7-10 (Low Rise) St. Lucie County No. Data Truss ID# 1 04/10/19 Al 2 04/10119 A2 3 04110119 A3 4 04110119 A4 5 04/10119 A5 6 04/10/19 A6 7 04/10/19 A7 8 04110/19 AS 9 04/10/19 A9 10 04110/19 A10 11 04/10/19 All 12 04110/19 Al2 13 04/10/19 A13 14 04/10/19 A14 15 04/10/19 A15 16 04I1OM9 A16 17 04110119 A17 18 G4110119 A18 19 04/10/19 A19 20 04/10/19 A20 21 04/10/19 A21 22 04110/19 A22 23 04/10/19 A23 24 1 04110/19 1 B1 25 (14110119 B2 26 04/10/Is B3 27 1 04110/19 1 Cl This cover sheet is provided as per Florida Statute 61 G15-31.003 in lieu of signing and sealing each individual sheet. An Index sheet of the truss designs is attached which is numbered and with the indentification and date of each drawing. Engineer of Truss Design Package , Brian M. Bleakly �� 2 FL Reg. Eng. No. 76051Ql 2590 N. Kings Highway Fort Pierce, FL 34951 No. Date Truss ID# 28 04110/19 C2 29 04110/19 CJ2 30 04110/19 CJ3 31 04110/19 CJ5 32 04/10119 CJ7 33 04/10/19 A 34 04110/19 JIA 35 04110/19 JIB 35 04/10119 J2 37 04M0/19 J2G 38 04110119 J3' 39 04/10/19 73A 40 04110119 MG 41 04110119 JS 421 04110/19 1 J5A 43 04/10119 J7 44 04M0/19 V2 7-7 04M0/19 74 46 04/10/19 VS 47 OU10119 Vfi Page 1 of 1 r TYPICAL DETAIL @ CORNER. - HIP NOTE: NDS=National Design Speci ictions for Wood Construction. 132.5# per Nail (D.O.LFactor=1.00) rids toe nails only have 0.83 of -lateral Resistance Value. CORNER JACK GIRDER ALLOWABLE REAC110N PER JOIN( Q UP TO 265y = 2-16d . NAILS REO'D. Q UP TO 394p = 3-15d NAILS REO'D. Typical Hip —jack' attachment CHORD HANGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — _ — — BC — — — — — —— 2-16dnails ——--- J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — — — —— — 2-16dnails ——--- J7 TO HIP GIRDER TC — — — — — — — 3-1 ad nails — — — — — BC — — — — — —— 2-16dnails ——--- HIP JACK GIRDER (CJ7) TO HIP GIRDER TC — — — — — — 3-16d nails — — — — — BC — — — — — —— 2-16d nails ---- MINIMUM GRADE OF LUMBf32 LOADING (per SDt INCR 00t T.O. 2s4 SYP {2 L 0 FB=17 M 2a4 SIP 2 TOP 21) WEBS 2x4 SIP Na3 Bana4 D0 10 SPACING 24� O.C. SOUTHERN TRUSS COMPANIES Imo//.+� mwvamn Fort Pierce Dggiviysion 2590 N. Ki,9FL ighwq Fort95 (800)232-0509 (n2)464-416D Fax (772)318-0016 Bnon M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-41 SO TYPICAL DETAIL @ CORNER - HIP NOTE NDS=National Design Specifictions for Wood Construction. 132.5# per Nail (D.0.1_Factor-1.25) nds toe nails only have 0.83 of lateral Resistance Value_ 12 . 'MA F !q(D -9® -,o 40 qo � A e 0 11 1 0 lO rA 0 ,t tilP GIRDER 12 'mo CORNER JACK GIRDER ALLOWABLE REACTION PER JOINT G) UP TO 265j a 2-16d NAILS REO'D. UP TO 394j = 3-16d NAILS REQ'D. use 2-16 toe null E TO do Bc. Ty ical jack 45' attachment 1 Jt A J3 A �s li in % A 1 \ \ TYPICAL CORNER LAYOUr %\use 3-1 6a toe nail 2 a 21. Typical Hip —jack' attachment CHORD HANGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — —— — —— 2-16d nails —- ——- J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — —— — —— 2-16dnails —— —- TC — — —— — —— 3-16d nails —-—-- BC — — —— — —— 2-16d nails —-—-- HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — —— — —— 2=16d nails ---- IIMUM GRADE OF LUH T.C. 214 SYP 2 B.c - 2[4'SYP 2 WE13S 214 SYP NO3 LOADING (PSF) 95E INCIL L a FBC2017 TOP. 20 6OROM ao 10 SPACPIC 24' o c ) Fort Pierce Division COMPANIES Fort Pierce,Kings Highway,495 COMPANIES (BOD)232-0509 (772)464-4160 mtR//—umnkru� Fax:(772)318-0016 Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 Hangers Face Mount Hanger Charts Dew _ .:. .:- .r.,.:; JoL56S1ae ;r1 :- „ v .. -. �. 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MW 3415, 37L I ISM lma2,G-31F:: 1"HI=5'3 -14:- A-M .9 - '3.`.F ','(=12 W9 1 31. flf, F32 1) UpM be& have been h=wd 60%tarwW or seivnk loads no/adherbaeass shd be permltled. 2) lad sW=(0.148 dia. x 3-1/4.44ng1 maybe used at d84 ofthetaNe lead whee led fdlnmes are spedool.ihis does natapplytoMs, HK Lmstud iw7 twigea 3) WS3 Woad S=M ar8l/e X W bM and oa NWded wfth Log hags& . 4) fl11a.S:10d re1L3 are 0.148' da x 3' long, gfid nags are 0.162' d1ax3.12' png. Newpmdudsw*ared pmduatln(mna8onmdedpatedinbtualmL. Corrdslan Flnlsh Wtandess Steel 9Go1d Coat BHDG liripie Bre: Conbued an next page 117 Hangers Face Mount Hanger Charts MiTek' - e Jsi�Size i �Stodc Na ' iteLNo.'� Gauge. � m 8' :'=-v-: '. ��'-Cade. .': Hal. • :: ';W �- :N' . D ..". + A ' U,, :. ='Bait' v t6H ; Hoof }.RooF:.:. 0p11ie 100f6 115% 125% An% JU546 LI" 18 3-518 5 2 1 4 lad 4 16d 1D10 '1785 �1220. "•3354:: Sim U46 16 3-SM6 4-13116 2 1-1/8 _ 10 10d 4 Ind •1250 1405 1515 ' 755 ' 10 16d 4 Ind 14M 76/0 1m91:755 HUS46 HUM 14 3-0 5 2 1 4 tad 4 tad '10a5 -1225 1300 .1155- 4x6 H01S 46F RM= 14 3-M 5 2 1 4 16d 4 16d -100 :1235 13 00 1155. ' HD46 H8146 14 3-9116 5-1116 2-12 1-11B ton 6 lad 4 10d 1220 1390 1490" 780: "1170 Max 12 fi 1850 72isi 2235 HD46F HUM 14 3-9116 5-1/16 2-12 _ gHn 8 16d 4 lad 1230 :13M 1490 780, '11M Max 12 6 .1850) 2085 2Z35 '. `JU54fi'='- :- ..11696'S ":18 ) 3-m- -.:5 C, 2 -i .,l . '.4 • .:.16d'.:.:4;' '-:16WVa 1040 I'M 1220 1355' ..;q_ JU548j i1648.•-:':18 :3-5/8L6.718' 2. `-1.'.�i.-;: .cfi 1.16d 1"-:4: ;`1fid-r- 1325 .7510: 1fi45 1355' - .iJ4fi • :'f,1fi 3=9/16 413Afi ,2:- -1�A7: 3.-� :to a0d +:4 =.'..10d':r ' 1250 14M 1515 - . HI..: Ud ": 4^ t::'a0d'.-+ 1470 1670 lRnnj 755 t.• -HUS46e,,- : HIL546'i.' *14.I:3-W L ? i, . 72 ` -� 1-:: "{ '-.4• .;16d 4•t..:y_76d 1085 .1235 1300 1155 :..KM451 =•'. 4MC46 = ?74:: 3-SM 5'i: : 2-. .:a:. ;+ :4. -•16d- -.4:� .7164 -' 1085. 1235 13M 1155 " F41u46HUS48. =14• 3-5/8 .>7:-'.'2. 1- 17I 'ej :: -6 .t1rd =-.6.4 z._16d;::' 1625 1R50 1995� 1810: 4x8'.. ` HU54W. 1'H�'48 '. :14 �3-Slit- ":7. '2 1. ,._ 8 ... 16d 6: : 46d-. 162S 1850 1995 1810 _ 14-. 3-9/16 :5-1/16 - 2.121 I!�. 7-1/e' 11 Max: '.', ':'12 .16d 5 `. - 1390 1490 78B 6 , 1850' 2085 7735 11711 . HUbF� .:''HUC4fi . .- •- '. •. %�4'. 3.9f16 5-1/7C 2-12 . MHn. -8 .:-! '4". .. :.. iZW 1390 1490 780 5, R5, 'fi.- 1850 ZOBS 22i5) 1170 ' ,. `.. H048 , . ; .. - -'•. .:HI!46: :' :.:.:. .. . 14:: ..... .. 3-9A6 '.. 615/16 ff2:t2 -:-.I .... 1-7/B, ;"` ROn. Nax '10v T4 ... ; 76d :: .4:. '. "..' ' 10d,. .. - 1540 '1735 180 .780- F2 "'6:.-• 2155 2436 2610 :.1170. - ' HOUFF-'::'� =FNC48 ; `74 • 3-.9I7a �ifi/1-fi, 2-12 - . . =i. �. `- . 65n • " . 70 .. `lyd.: - d' . - Intl.- . ,. 1540 1735 18651 780' • Max 14 6. - 2155 2430 -2L10 .1170 . J71548 LUS46 18 3-SM 6-718 2 1 '6 lad 4 1 16d 1325 '1510 .1645 1355 JUS410 LUS410 18 3 W 8-7/8 2 1 8 lad 6 16d 1845'1 2105 2290 1980 SUH410 I U410 16 3-V6 8-318 2 1-118 _ 16 Ind 6 10d 20001 2245' 2420 ' 1335 16 16d 6 Intl 2350 2670 2880 1]35 H US48 1 HUS48 14 3-SM 7 2 1 6 16d 6 lad 1625'. 1850 13% 1610' H0t548F 1 HLWA 14 3-5/8 7 2 1 6 16d 6 lad 168 :i65Il 1995 -1810: FOMB F0118 14 9-9/I6 E15/16 2-12 1-1/8 min 10 t6d 4 10d 1540 1735 1865. 780 A4ax 14 6 21s. 2430 2610 1170. 4x10 Fm48F HUC48 14 3.9116 6-75/I6 2-f2 - Min 70 76d 4 led 1540 1735 '1865'780 . Max 14 6 2155 173LL 2510 .1170 BLIS410 H16410 14 3-m 8-718 2 1 8 16d 8 16d 2170 2465 - W 2210. M6410F HUSWO 14 13S18 8-7/8 2 f 8- led 8 16d 2170 2465 2560 .2210• HMO HL1410 14 3-9116 8-13/16 2.12 1-118 Min 14 led fi IN 2155 24M 26f0 1170, Max 20 10 30M 3476 3✓a 1950 FO7410F HUC4f0 14 3-M6 Malta 2-12 _ Mtn 14 160 6 10d 2155 24311 2510 : 1770• Max 20 10 3080' AM 3726 12M 1m04101F 1 HUM410 14 3.9n6 9 3 1-12 - 12 W53 6 WS3 5015' S591 5590. 2975' 31, p1, F32 1) UPLdL kt& hm been hiveased 6C%forwbid rc-Lsmk lueds; oof ldlvlUvease slag be pmutted. Z116d sinkers (0.148 dla. x 3.1/4' krd maybe mad at OX aft etabie load wlxte 1fid animas are spetlfiusilida does rot applyIDJUS, H W, MUS slardrag hagera 3) VW Wood Screws are 1/4' x 3' long aW are babdad with Km hangars. 4) NAM 10d raib are 0.148' dig. xr big, 166r03 are 0.162' dia. x 3.121 bun. New produuds or updated product bdaaatim are denigrated In bluer foul. CmmsianFmish UStaWe=SW MG M= MHD6 MTdplazm Ila d ;Ek I I-4EB�Ne �r MINIMUM ORAOE OF LUM9ER • 16p Chard 2A BYP J2 BP(' I'm of biRSr BDH Mr"4 2R2(a) OR 20 BP Q2N OR BPF 11/12 or batdr web# 2R4 m7 Fa or h1lor p) 9R3 MAY BE RIPP® MR A us. "CHO on 9pUARIO (w) ICFACH EACH WALLET TO VIGN 8UPPOIBelo 7JU99, WOW (2) led Box (O.fOe• R J6 ma ME -RAW FOR AnT T•10 21-la WM 16BE RPM HDBM, EICOSID BUILDING. EXP. a RE9IDENMA4 VAND TO DIPS PBP. MITo°sii°cDu°wm w • B'-o"Max B'-0"Max 20*--0" Max (4*) • )SES AT 24° 0.0, MAXIMI SOUTHERN TRUSS 'IEdree D{V18101 Iwrl :-CSCD 7 1BhhI8D n(772 D S- ale iI UNLF99.9pE� M DH ENOINEFR SEALED DLSION, APPL 1a4 'r-BMDE BOR oiN 6f 4W DPf91E6 N70 OMO IDfl BCRER.A AOHW Lp[H Od BOX 0�1yyOS p,e �Afld A B oO. °p DORB N9 �ATFMI. D W0, EQUALLY SP. FOq�oN. VAl LY WEBI OREAT[Jt T-7 . MAVMUM VALLEY YERDOAL HOOHT WAY NOT CHRD 12'-O•, Ton P.xORD DP mD9BBTNGiN VALLEY 9EI' W9T BE BRAD® WAIL pnmoyp nXOA�T210. RATm BHWIBRO.MPUED PRIOR TO VALLEY mU°B PURLING AT 24 Ca. OR AS UdIXA RC SPECIFIED DH EHOINEEDS ZZ= DESIOH BY VALLLy TRUBae9 U9ED W L19U of PURLBI SPACING AS SPEOINED ON EHOWEER79x' BFAE�Dyq-0{�ER910N. qIU �{ q�OWp SHE 7pp �HpRO 7H (, )NO �1G-m 7HETYeAl1EY W NWW/DFONAIM 7XE.7WT OF THe.0prCHORC B8a (44) VMU 8PAN5 0IA� DE BUILT AS LONG AS TIj6 VLx11GL HaONr DOES HOT E%O[GO 7E- , POITCU CHORD MAY BE SQLWW OR MUM Wr AS SHOWN, CUr CHORD IIb END VERTICAL" JOIINNT DETAIL . FRAMInv To CL 10' 16 P9F LL 00 OU PSF So TOTAL LOAD 40 46 PBF (UVC@IIIIDRB 1.25 1,2H ------------ CD �a-b I . � 1 1 i r u.3 bnmmC b [A III MPOOOR of m TNIFIT O-10 i=1 SOUTHERN TRUSS rce Bo cm Maxlmun Total Load 80 PSF spmw AT 24" O.c. 'FypmcElf PiggybEtc:k ®Meal MINIMUM GRADE OF LUMBER Top Chard 2.4 BYP /2 or better Boll Chard 2R4 SYP . or b.Ber W.be 2x4 BYP .Or better HUM 70 S" OEM FOR GASHED MTES SPACE PICONACH VE nMX AT 4' OC MAY 70P JWC HCfTOM RWxµEPL10E7 YUHY HE HfN00[AEO Ha TWIT ONE SPIHE PIGGVBWK T 9C M�PueCDte�PA7H 1HE iCP OHORO of r-w6Rlwxo m9Ua0. RUM TC Of0cfadt'O OEAIED DESIGN FOR REQUIRED PURLN SPACING. TAB! OETM, it APPUrMLE FOR THE FMLWNQ W= CORMUMNA [fa0 _IWN R'Da 3W NFAN HOE ASCE 7,10 CWsm BWQ- IDCARO ANY1N= CI ROOF. 1 MI. FROM CCW pAF II,, l w" 70 BL-O POE, WIND Do DL" Par 140 YPH WIND. 30' MEAN HOE �RC�e 10 NGIGTDOCO BID0. IOCA7ED ANYWI/DIE'IN ROOT TO TxtO Par RIND C O PS . WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'B" NO BRACING . 10 'I' BRACE. SAME GRADE; SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER AND BOR LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4" 0/C. 20 "T" BRACE. SAME GRADE. SPECIES AS WEB 10' TO 14' MEMBER ATIT4" OF WEB ATfAcHrtWIITTH 1Bd8NAI S JOINT SPANS UP' TO TYPE 30' 34' 38' 52' A 20 2.50 2.5x4 3x5 8 4x8 5x8 5x8 5x8 C 1.50 1.50 1.5x4 1.5x4. D 5x4 5x5 5x5 5x6 I F -C *ATTACH PIGGYBACK WITH BoxBxi/Y COX PLYWOOD WITH 4—#5d NAILS IN EACH BOTH FACES ® 4'-9' O.C. MAX. 4= r- r —1 T F-1 c r mpmu@tl¢ d Ina, 69par,, plan mamdaclamr MOximun Loading W Imuny �F�o m an mud to adpmladad 55 Bf at 1.33 Duration Factor bmftl xMdl IIIdM agdmd to pmbPpgn9 P [lam and pm and hsaxin9 dodl DM b4 la 50pef at 1.25 Duration Factor 01-0I Smmmp shad Commmta/ and mmmmeo- 47 of of 1.19 Duration Factor nPdArcibneed h�lodvnd [a a dmW aid"w� p 11 I mm na m u arm IgIL man m ma , uram o. wow. I 1 utlhd m sa Tmuer Fhd 6s aw a rmo 41M 1\ SPACING AT 24' O.C. aea0oa la Rnel danog6 SCAB -BRACE -DETAIL I ST - SCAB -BRACE Note: Scab -Bracing to be used when continuous lateral bracing at midpoint (or T-Brace) is impractical. Scab must coverfull length of web +A 6". THIS DETAIL IS NOTAPLICABLE WHEN BRACING IS REQUIREQAT'113•POINTS OR MRACE IS-SPECRED.' APPLY 2x SCAB TO ONE FACE OF WEB WTfH 2 ROWS OF 10d'(3"X0.131 -' NAILS SPACED 6-O.C. SCAB MUST BE THE SAME GRADE, SIZE AND , SPECIES (OR BETTER) AS THE WEB. �\ MAXIMUM WEB AXIAL FORCE = 25001bs MAXIMUM WEB LENGTH=.12'-0" SCAB BRACE 2x4 MINIMUM WEB -SIZE - MINIMUM WEB GRADE OF#3 Nans" / Sedon Detal ®� Sm"raw Web Scab -Brace must be same species grade (or better) as web member. L-BRACE DETAIL 9 Nairmg Pattern. L-Brace sae I Nail Size . NallSpacing . WE orb I 1od B:o.Q 2<4, 6, or B I 16d B" o_ , Note: Nail along entire length of L-Brace. . (On TwcWly's Nag to Both Pties): ; WE--] Ne91s Secfmn Delay �— L-Brain Web L-Brace must be same species grade (or better) as web member, Note: L-Bracng to be used when continuous lateral bracing Is ImpracticaL L-brace must cover ga%ofweb length: L-Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing LNeb S¢e 1 2 Zx3 or2c4 1x4 2x6 1x6 "' Zx8 2xB ... —DIRECTSUBSTMUTION NarAPLICABM L-Brace S'¢e forTwo-PIy Tr= Specified Continuous Rows of Lateral Bracing Web S¢e 1 2 2c3 or2c4 2x4 2x6 yG ... 2x8 2xB «. ' DIREr T SUBsnTunom NOTAPLIcABLE T-BRACE / I -BRACE DETAIL Note: T-Bracing / I -Bracing to be used when continuous lateral bracing is Impractical. T-Brace / 1-Brace must cover 90% of web length. Note: This detail NOT to be used to coFniedT-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T-Brace size I Narl Stze­ Nari Spacing 1x4 or US 10d 8" o - 2x4 or 2x6 or W 16d 8" o.c. Note: Nail along entire length vf:T-Brace [ I -Brace. (On Two-Ply's Nail to Both Pries) . ; alternate position } WEBk \1 1� S. Nails / Section DdaO T-Brace l� � web alternate position Ners Web [-Brace Na ts SPACING T-BRACE Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Sim'1 2• W,or 2x4 tx4 (7 T-Brace U4 M I -Brace W I US n T-Brace W I -Brace 2xEI 12xEl T-Brace 2x8 I -Brace Brace Size for Two -Ply Trim Specified Continuous Rows of Lateral Bracing Web Size 7 2 - 2x3 or'2x4 2x4 T-Brace 2x4 I -Brace 2x6 - 2x6 T--Brace 2x6 I -Brace 2XB 2xB T-Brace 2x6 FBtace T-Brace / I -Brace must be same species and grade (or better) as web member- (- NOTE If SP webs are used In the truss,-Ix4 or 1x6 SP braces must be stress rated boards with design values tot are equal to (or better) the truss web - design values - For SP trim lumber grades up to #2 wttir 1X bracing material, use IND 45ibrT-Bra6"race For SP truss lumber grades up to #1 with 1)bradng material, use IND 55 for T-BraceA Braice Job mss iruss lype Ply Mw113CLEMENTINE A7 Hip 1 1 . 1 Job Reference o Uonal 3X5 = 17 SX5 = J` 5a= 16 294 II 13 1: 3X6 = 3x4 = Dead Load Deb. - 5/161n 9 20 II 10 T3 11 2X4\\ 3X5= 6-11-14 18-1-0 19A-8 26-0-3 325-13 39SU Plate Offsels (X,Y)- r2:04-12,Edcel, 13:0-2-8,0-3-01. 15:0-2-8.0-2-01. r6:0-2-8 0-2d1 19:04-12 Edriel 115:0.512,0341 r17:0-2-00-2-81 [18:0.2-3 0-1-01 120:0.2-3 0-1-0i LOADING(ps1) SPACING- 2-0-0 CSI. DEFL. In (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.80 Ven(LL) 021 14-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.91 Vert(CT) -0.4814-15 >981 180 BCLL 0.0 Rep Stress Ina YES WB 0.66 Hc2(CT) 020 9 We n/a ' BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight 235 to FT=20% LUMBER - TOP CHORD 2X4 SP No2 -Except! T4,T5: 2x4 SP M 31 BOT CHORD 2x4 SP No2 'Except B2: 2x4 SP No.3 WEBS 2x4 SP No.3 -Except W3:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=041-0 (min. 0-2.4), 9=0-8-0 (min. 0.2.4) Max Horz2=241(LC 8) Max Uplill2=541(LC 8), 9=514(LC 9) Max Gmv2=1922(LC 1). 9=1922(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-2-2 oc bracing. WEBS 1 Raw at mldpt 4-14, 6-14 FORCES. (Ib) - Max. CompdMax. Ten. - All farces 250 Qb) or less except when shown. TOP CHORD 2,U.3373/864, 34=3447/934, 45=24191665, 5-0=207L658, 6-7=2538/703, 7.8=26841670, 8-9=3342090 BOT CHORD 2-17=-8672930, 4-15=174f747, 14-15=785/3026,13-14=3292018,12-13= 3292018, 11-12=5602823, 9-11=5442889 WEBS 3.17=-503246,15-17=-8612918,4.14-12191527,5-14=1881731,&14=121/337. 6.12=244/673, 8-12-757/438, 8.114 312 NOTES- 1) Unbalanced ioof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=16f ; CaL 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 pondng. 4) All plates are MT20 plates unless otherwise indicated. 5) This buss has been designed for a 10.0 psi bottom chord live load noncencument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of vAthstanding 100 to uplift atjoint(s) except Gtt'Ib) 2=541, 9=514. LOAD CASE(S) Standard i PE 7 051'! _ t O N53 N3S ype y MW-13CLEMEMINE A2 Roof special 1 1 ' Jab Reference o onal 2-00 7 130-0 15-0 wID:TSlbxr62uVwAX%2pCienmdzS99BiLYB5vB2; 19'L1lW4FapmlKgox7bbH2rdv&94a7 i-2470-0 -041 2S $-0-7-2-0 I 2V - ----- Dead Load Defl.=318In 5x6 II —6x6 MT20HS 6.00 12 5 e TA 4X5G I 4- 4 3X4 C Sx5 4 W 9 0 W4 3 We A NOP2X STP= 21411 NOWIIC STP= 77 2x41t 2 7 1� 12 lq g 1BJ d 8 = 16' 15 14 13 �y 19 16 318= 4x6= 20411 3,5= 3x5 = 5x5 = 2X4 II 3x4 = 7-4-5 13-1-0 11" 24-7-6 31-9-0 3&6-0 I 7.dc I car I s.wh I drr�a Plate Offsets (X,Y)- 12:0-0-12,Edpe1 f3:0.2-8.0.3AL ffi:0.1-1.0.3-01.18:03-80-2-01 f11:0-4-12 Etlpe1. 117:0-5.12 0.3 41 f19:0.2-00.2-81, f20:0.23,0.1-01 f22:0.2-3,0-1-01 LOADING(psf) SPACING- 2-" CSI. DEFL. In Qec) Udell Lfd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Ven(LL) 0.29 16-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.91 Vert(CT) -0.6616-17 >715 180 MT20HS 1871143 BCLL 0.0 Rep Stress Inc YES WB 0.88 Horz(CT) 0.21 11 n1a n1a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight 236 In FT=20% LUMBER. TOP CHORD 2x4 SP No.2 'Except' T4: 2x4 SP M 31 BOT CHORD 2x4 SP No2 •ExcepP B2: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except' W3,W5: 2x4 SP No2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2-041-0 (min. 0-2-4),11=0-8-0 (min. 0-2-4) Max Horz2=243(LC 8) Max Uplifl2=542(LC 8), 11=542(LC 9) Max Grev2=1922(LC 1), 11=1922(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-1-13 oc bracing. WEBS 1 Row at midpt 4-16, 8-16, 9-15 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.9=3360054, 3-0=34431940, 45=24131669, 5ii--1996I620, 6-8=20931639, 8-9=25941704, 9-10=31481867.10-11=335=49 BOT CHORD 2.19--8652916, 4-17=18lf769,16-17=78913022, 1S16=-3722224, 14-15=62329G5, 13.14=6232905, 11-13=.62312905 WEBS 3-19=52425Q 17-19= 8582922, 4-16=12021521, 7-16=25311042, 5-7=36911380, B-16=-375204, 8-15=1201513, 315=792f384, 9-13=01330 NOTES• 1) Unbalanced roof live loads have been considered for this design. 2) Wmd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf,, BCDL=5.Opsf; h=161t: Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates ere MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (p=1b) 2=542, 11=542. 7) Graphical pudin representation does not depict the size or the orientation of the purrm along the top andfor bottom chord. LOAD CASES) Standard PEs7_&05'h � 1 1 16 Vz 440 •�-ORIDAG�2 7O/VA 11E������� 0 Joe NSS innis type hy MW-1aC.EM1MNE A3 P WSpedal 1 1 Job Rearce o tlonal m ..0 1w.+,1 rwm ram, arm. 17 3x5= SxS= 6.00 12 =3 5x6 = 16 2x4 II 5x5 = 5 6 Dead Load Deft - 5116 in 2xa II �2 10 IY LOADING(pef) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LUmberDOL 125 Rep Stress Ina YES Code FBC2017/7Pl2014 CSI. TC 0.90 BC 0.89 WB 0.66 Matdx-MS DEFL In Qoc) I/deft Lid Vert(LL) 024 14-15 >999 240 Vert(CT) -0.5414-15 >878 180 Horz(CT) 0.21 9 We n/a PLATES GRIP MT20 244/190 Welght238lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 . TOP CHORD Structural wood sheathing directly applied. SOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling drec0y applied or 6-1-13 oc bracing. B2: 2x4 SP No.3 WEBS 1 Row at midpt 4-14, 6-14 WEBS 20 SP No.3'Except' W3: 2x4 SP Nm2 OTHERS 2x4 SP No.3 REACTIONS. (she) 2=0-8-0 (min. 0-2-4), 9--0$-0 (min. 0-2-4) Max Horz2=243(LC 8) , Max Uplifl2=-542(LC 8), 9=542(LC 9) Max Grav2=1922(-C 1), 9=1=(LC 1) FORCES Qb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2.3=3359/864, 3-4=54431941, 45=24131666, "8 23341701, 6-7=23871723, 7-0=27551745. 8-9=-3391/880 BOT CHORD 2-17=8652914, 4-15=1811759,14.15=79113027,13-14=-4772554, 12-13=-077I2554, 11-12=-647/290, 9-11=-645f2951 WEBS 3-17=521/250.15-17=-85712911,4-14=12201531,5-14=-01511651, 6-14=9181406. 6-12--0641199. 7-12=1971865. 8-12= 6741334. 8-11=DQ67 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wlnd: ASCE 7-10; Vult=160mph (3-second gust) Vesd=124mph; TCDL=S.Ops ,, BCDL=S.Opst; h=16ft; Cat II; Exp C; Encl.. GCp1-0.18: MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent waterponding. 4) All plates are MT20 plates unless othenvise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurtent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 b uplift atjohrt(s) except Qt-lb) 2--S42, 9=542. LOAD CASE(S) Standard PE-06-105 h , o Ms Ai�"_"' = ij o •,�o 1—P,, 811111110 Job IMSS I Was lype ply MWI3CLEMENTINE A4 Rd Spacial 7 1 Jab Reference eonal .,.,�,. ,..�.e, r.., .,,�, rwrr. a.uw a mar s zols rmm a.sw a mar a zule hurex inousrnea. lw. 1wm Apr l0 te:leue zale ra a 1 ID:TSIC>Q62uVsrAXYlpOenmdzS99B-0kgvWhDITMBAYlL186KTL7u568LBPsaaV2l7vuz�d2z 2410 7.2.9 .: 13-1-0 I I I 19- z98I W2. 122&3-0 I 3s32 -90 3 1 -0 I 4z1-0 ' 2x4 6x5 = a.RV 3x5= 5x5= 2x411 -•••_ J 7-2-9 111-0 19-9-0 28-7-8 339-8 39b0 7-2-s 1 s.1n-� I aan I 1L1M I cis I cn_a 1 Dead Load Deft. -318 in Plate Offsets (X YF 12:01-12,Edoel, 13:0.2-8 D3d1 14:0-2-0,0-2-0I I7:0-2-8,0-2-11 f9:0-0-12 Edae) 115-.0.512 0-3-01 117.0-2-00-2-81 HS 0-2-30-1-01 120,0.2-3 0-1-01 LOADING(psf) SPACING. 2-0-0 C51. DEFL In (loc) Wag Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.96 Vert(LL) 024 14-15 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL us BC 0.98 Vert(CT) -0.57 12-14 >835 180 BCLL 0.0 Rep Stress Ina YES WB 0.66 Horz(CT) 021 9 n1a We BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Weight2331b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 - BOT CHORD 2x4 SP No2 •Except• B2: 2x4 SP N0.3 WEBS 2x4 SP No.3'Exmpt• W3: 20 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2-08-0 (min. 0-2-4), S=M-0 (min. 0-2-4) Max Horz2-243(LC 8) Max Uplift2=.642(LC 8). 9=542(LC 9) Max Gmv2=1922(LC 1). 9=1922(LC 1) BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid calling directly applied or 2-2-0oc bracing. WEBS 1Row at midpt 4-14,6-14 FORCES. Qb) - Max. CompJMax Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 23--3360/864, 3-0=-3442/941, 45=2419/665, 5-6=2395/691, 6-7=2571/752, 7-8=29371782, 8-9---3435/899 BOT CHORD 2-17=8652915, 4.15=1857753, 14.15=792/3023,13-14-547J2859,12-13=547/2a59, 11-12=-678f3004,9.11=678/3004 WEBS 3-17=-521251, 15-17=-8612907, 4.14=12061533, 5-14=394/1602, 6.14=1064/464, 6-12=-691258, 7-12=223N032, 8.12=531280 NOTES- 1) Unbalanced roof live toads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsh BCDC=5.OpsF h=1610 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 nonconartent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except (p=-lb) 2--542, 9=542 LOAD CASE(S) Standard P 7605 S Al�P q- j r I ORIDp%% `�Of .a . Lj Job IrUSS inuss lypo MIN113-CLFAIENTINE A6 Roof SpeNel 1 1 Job Reference o donal ID:TSIb�o62uVsrAXrOyOenmdzS99B-0kgNNbDITMBAYlLc6hKTL7u FeNdPsha 7s •24)-0 7.2-9 13-1-0 1&9-0 27-11-8 30-7.8 34-9-6 39-8-0 41{aU 241-0 7.2.9 &10.7 &241 2-0-0 4-2-0 44Y8 24Y0 5x5 = 6.00 12 5 4x5 i Sx5 = 5x5 = 4 6 sa i W4 3 We NOP2X = STP 2x4 It 2 5 0 1 all 5�= 14• 13 12' 17 16 3x9= 4x6= 3z4= 3Ys Sx5 = 2x4 II Dead Load Deft = 5116 in 20 // 6 1 NOP2QSTP= .4110 Ia 9 H 314 = US 7-2-9 1&1-0 1&9-0 27-115- 335-8 39E-0 I w_o_O I t„ice I I I I i Plate Orfsefs (X Y} 12:04-12.Edge1 M:0-2-8.0341 f6:0-2-8 03-01 V:0.2-6 0-2-01 19:0-4-12 Edbel rl5:03.12 0-3-41 (1T0-2-0 U-2-81 REM 3 6-1-01 RO.0.2-3 0-1-01 LOADING(psf) SPACING- 240-0 CSI. DEFL in (too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.89 Vert(LL) 0.23 14-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.5312-14 >899 180 BCLL 0.0 Rep Stress Ina YES WB 0.66 Hom(CT) 020 9 n/a We BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight:231lb FT=20% LUMBER - TOP CHORD 20 SP NO2'Except' T3:2x4 SP M 31 BOT CHORD 2x4 SP No2?Except' B2: 2x4 SP No.3, B3: 2x4 SP M 31 WEBS 2x4 SP No.3'ExcepP W3: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-BA (min. 0-2.4), 9-0480 (min. 0-24) Max H=2--243(LC 8) Max Uplift2=542(LC 8). 9=-542(LC 9) Max Grav2=1922(LC 1). 9=1922(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-1-13 ec bracing. WEBS 1 Row at midpt 4-14. 6-14 FORCES. Ob) - Max. Comp.IMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23�360/864, 34=34391940, 45=2421I666, 5-6=2438/6B4, 6-7=32251899, 7-8=-33161923, 8-9=34651920 BOT CHORD 2-17=-8652915, 4-15=1851752, 14-15=79013018,13-14=-644/3252,12-13=-644f3252, 11-12=520/2691, 9-11=70913040 WEBS 3.17=-52Oi251,1517=-8602904, 4.14=11901526, 5-14=-36711536, 6-14=1348/541, &12-812/298, 7-12=261/l092, 7-11=150/395, 8-11=281211 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 740; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF BCOL=5.Opsf, h=168; Cat II; Exp C; End., GCpi=0.18; MIWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Pmvide adequate drainage to prevent water ponding. 4) An plates ere MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 100lb uplift at)omt(s) except Gt=-lb) 2=542. 9=542 LOAD CASE(S) Standard .M. E3/ PE_\7�C05'(n G �5/C/VALIe?\\\�`\ 105 Job Inuss inuss lype MW13CL.ENEMINE AS Roof Spaetl 1 1 Jab Reference (optional) .,,.nww, ram.. a,m, RYrcn.[JVa m9r nL111n YlIfIC tl.LWeMar tlLnitlmllBlt F22-0-0I 7-.2s I s10-7 I ID:TSIbxr6I 2uVsA)W4 pOemI dzzdS909BI-UwEHjliG=10-6B 19ICW9a3 41-0 2s1114373 389690 $s1219orX lheZ:letll:npnJlulcnZlnS r eTyl . 2x4 0 5x5 = fir= Sx5= 2x411 '^30= Vv LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Inv YES. BCDL 10.0 Code FBO2017/TP12014 LUMBER - TOP CHORD 2x4 SP No2'Excepr T5: 2x4 SP 1VT.31 SOT CHORD 2x4 SP No2 *Except' B2: 2x4 SP No.3 WEBS 2x4 SP NOA -Except• W3: 2x4 SP No2 OTHERS 2x4 SP N0.3 Dead load Dell. - 5116In CSI. OEFL in (loc) Well Lld PLATES GRIP TC 0.91 Vert(LL) 02514-15 >999 240 MT20 2441190 BC 0.91 Vert(CT) -0.5614-15 >840 180 WB 0.66 Hom(CT) 022 9 We n/a Matdx-MS Weight 231 lb FT=20% BRACING - TOP CHORD Structured wood sheathing directly applied. BOT CHORD Rigid railing directly applied or 6-1-13 oc bmdng. WEBS 1 Row at midpt 4-14, 6-14 REACTIONS. (sae) 2=0-8.0 (min. 0-24), 94-8-0 (min. 0-2.4) Max H=2=243(LC 8) Max Upli82=542(LC 8), 9=-542(LC 9) Max Gran2-1922(LC 1), 9=1922(LC 1) FORCES. (Ib) - Max. CompJMax Ten. -All forces 250 Ob) or less except when shown. TOP CHORD 23=33591864, 3-0=•3443/940, 45=24131667, 5{=23811703, 6-7= 3284/866, 7-8=2944AMZ 8-9=334SAM BOT CHORD 2-17=-86512914, 4-15=181n58, 14-15=79213027,13-14=51312718,12-13=5132718, 11-12=78613640, 9-11=6102698 WEBS 3-17=-521250,1sn=857/2910,4-14=12211532,5-14=-4=667. 6.14=1026/448, 6-12=206f820, 7-12=10161395, 741=11891317. 8-11=-200I1120 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu"- 60mph (3-secand gust) Vasd=124mph; TCDL=S.Opsf, BCDL=S.OpsF h=1611; Cat II; EM C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Pmvide 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 nonconorment with any other We loads. 6) Provide mechanical connector: (by others) of truss to beating plate capable of withstanding 100 lb uplift atjoint(s) except (it -lb) 2=542, 9=542. LOAD CASE(S) Standard `\\\��\PN`M B F/// PE05'(n �j0�` •� cL pR D P! \�4�; &/iOMA 11ENG ��\\ Truss russ ype MW-13CLENENIINE A7 Roof Special 1 1 ' Job Reference a 8onal ID:TSIbu62NsrGOMx0 w#rsi3txMM6_ b[ 2-0-0 671-e 12-1041 18-0-8 y0-5-6 26-2-0 31-71-8 347-8 39{r0 4t-0-0 2-0-01 8-11.6 r 5-11-2 H e-2-0 I�-I S9-0 F 2-80 I 4108 r 2-0-0 Dead Load Dail. = SH6In 5,5 = 5,5 = 6.00 12 6 6 3X4 G 3X4 a 7 SX54 5x5= 5.5= IS � 8 j 3 I W9 NOP2X SIP= `�"1111 1 NOP2X STP— 10 2x4 11 2x411 2 5 1 16 t3 12 20 79 18 17 16 4X8 MT20HS= 3,5 = 3x5 = 3z5= 2x411 416— firs= 2x6 It 3x4= 7x70 = a11-0 12.108 19-4-3 1 1121 347-6 39-e-0 -0 r 6-71-0 1 5.71.2 1 6St1 ) ato8-5-0 410 Plate Offsets (X,Y} [2:04-12,Edge], [3:a2-$2&0-2 [50-1.01 2-0I. (6:0.2-8,a2-4], [9:0-2-8,a24). I10:0d-12,Edge], [14:a1-12,a1-8], [15:0-4-8,0-2A7, [17:0-M,O-"], [18:0-2-0 .az-et. rzl:az�.o-7-0I rz3:az� o-t-0t LOADING(psf) SPACING- 2-M CSI. DEFL In Ooc) Udell LId PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.77 Vert(L-) -022 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.84 Vert(CT) -05314-15 >890 180 MT20HS 1871143 BCLL 0.0 Rep Stress Inc YES WS 0.91 Hor2(CT) 0.18 10 n1a We BCDL 10.0 Code FBC2017RP12014 Matrix -MS Weight:244Ib FT=20°A LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purims. DOT CHORD 2x4 SP No27ExcepY _ BOT CHORD Rigid ceiling directly applied or 6-2-12 oc bracing. Except B3: 2x4 SP No.3, B4,65: 2x4 SP M 31 100-0 cobracing: I5-17 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-15. 8-14 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0-24), 10=13-80 (min. 0-1410) Max Horz2--237(LC 8) Max Uplifl2=535(LC 8). 10=535(LC 9) Max Grav2-19z7(LC 1), 10--1926(LC 1) FORCES. (Ita)- Max. CompJMax. Ten. - AO forces 250 Ob) or less except when shown. - TOP CHORD 2-3=3394/858, 34--27981745, 4-5=25061681, "--21351663, 6-7=23231657, 7-0=34021M. 8.9=a0971821, 9-10---34601856 BOT CHORD 2-20=8602951,19-20=-861r,'M, 18.19=-8612948, 5-15=2241809, 14-15=529MM, 13-14=98014288,12-13=98014288,10-12--64213021 WEBS 3-20=O262, 3-18=6191300, IS18=-60812396, 415=-439287, 6.15=25aralZ 7-15=-12351472, 7-14=1161778, 8-14=142SM8, 8-12=16761454, 9-12=255H304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=S.Opst BCDL=S.Opst h=16ft; Cat II; Fxp C; End., GCp1=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 puss has been designed for a 10.0 psf bo4am chord live load nonconcumart with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb up6R at)dnt(s) except Ot=Ib) 2-535, 10=535. LOAD CASE(S) Standard ) 4" cuss Iruss type MW-13CUMENTINE AS RWSpstlal Ginter 1 t .loh Reference (, Banal) nu.M .Mer elnleHhIC B.Z1eeMdr9=19mrPoIINUSLie'u. blr.WBEPprlulti:l a;l'L LYIa 1 ID:TSIbw62uVs AXYlpOenmdzS99B-uVvOMzGpXahcg4sVNROPVr3gRIQKm90g v 2-0-0 668 11$8 17-08 ,188-620d022S8 Zr-7•ta 33-t t.e 3fi-7-9 39$-0 Hi-0, 2-0-0 0= 1 7-1 ata 1 s-ze I e-3-to 1 :81 1 etch 12�" 3x4 II 5x7 = 2x4 = 2x4 11 5x5 = 6.00 F12 Dead Load Deli. =318In 9x4 4 3x41 5 a 3x6 4 2x4\\ W6 5x8 = Sx8 = d 4 3 9 W11NOP2%STP= NOp2X STP= 0 t12x411 y 2x4 11 2 7 t2 td iq 1 6X8 = 16. 15 14 13 35 21 20 19 - 18 W2 MT20HS WB= 2'4 II 3x7 = 3x5 _ 416 4xt0= 2x411 4x6= 317= 314 = 1 &&8 174}8 21-4-4 27-7-t4 33-118 835 1 &3-0 F36-7 139E-0 i 1 I I M 6310 8310 243-0 AH Plate Offsets (KY)- 1204-12.Edge1. 16:0-2-0,0-5-71, [6:0-5-4,0-2-8], (7:0-2-8,0-2-41,.19:0-".0.3-01. [10:0-&8,0-24], [11:0-6-0,Edgel, [14:0-1-12,0-1-81. [16..,0-2-0.0.1-12), [17:0-" 03-41.119:0-2-0.0-2-01.122:0-2-3.0-1-M, [24:(1-2-3 0-14)1,127:0-2-0.0-1-151 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Qoc) 1(defl ud PLATES GRIP TCLL 20.0 Plate Grip DOL US TC 0.81 Vert(LL) 0.31 14-46 >999 240 MT20 2441190 TCDL 16.0 " LumberDOL 125 BC 0.83 Vert(CT) -0.6714-16 >706 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina NO WB 0.90 Horz(CT) 0.20 11 n/a We BCDL 10.0 Code FBC20171rPI2014 Matrix -MS Weight 247 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No2'Except! TOP CHORD Structural wood sheathing directly applied or 1.9-6 oc pudin. Except T5: 2x4 SP M 31, T3: 2x4 SP No.3 2-10-0 do bracing: 6-7 BOT CHORD 2x4 SP M 31 'Except BOT CHORD Rigid ceiling directly applied or 64U-0 do bracing. 83: 2x4 SP No.3, 02: 2x4 SP No.2 WEBS 1 Row at midpt 6-19. 8-17. 9.16 WEBS 2x4 SP No.3 -Except' W12: 2x4 SP No2 OTHERS 2x4 SP N0.3 " REACTIONS. (size) 2=0-8-0 (min.0-1-10), 11=0.&O (min.0-2-0) Max Hoa2=218(LC 8) Max Upfi02=-543(LC III 11=729(LC 9) Max Gmv2=1969(LC 1), 11=2408(LC 1) FORCES. Qb) - Max. CompdMax. Ten. - All forces 250 (lb) or Was except when shown. TOP CHORD 2-3= M99/906, 3-4�3/830, 45= 3137/853, 5-6=24401672, 6-7=25151692, 7-8=27461705, &9=398WB98, 934=-6W11768, 1034=-644611768, 10-11�456011313 BOT CHORD 2-21=-096/3059, 2D-21=-66212593,19-20=662r2593,1&17=-69813513, 15-16=1692/6576,14-15=1692/6576,14-35=1098/405B,13-35=108814058, 11-13-107514018 WEBS 3-21=371268, &21=1191552, &19=712/375,17-19=405/2193, &17=1941870, 8-17-1411/540, &16=173/906, 9-16=3147/1021, 9-14-1347/431,10-14=6592776, 10.13=1321415, 7-17-21WU NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=16ft CaL 11; Exp C; End., GCp'r-0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater pending. 4) All plates am MT20 plates unless otherwise indicated. 5) This from has been designed for a 10.0 psf bottom chord live load nonconwmant with any other live loads. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except &-lb) 2=543. 11=729. 7) Graphical pudin representation does not depict the size a the orientation of the pudin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)127 lb down and 90 lb up at 36-", and 173 lb down and 136 lb up at 36-7-8 on top chord, and 451111 down and 145 lb up at 36-", and 105 to down and 81 lb up at 36-6-12 \�1 9) In Nee LOAD CASE(S) (Sj design/selection loads applied to the face of device(s) e truss amrenoteeddpas front bF) r ity of baack (B} \�\\\iM. B[� // LOAD CASES) Standard -1;4-1 �GENSFW"`tLL;!-/�i ( PE,�7§�05 Continued an page 2 �y t n— t3 ; 5 ATB-OP /- 15-I$7�7� ONA11 �G I job cuss inass ype wry I-W MW-1d-CLEMENIINE AS Rmt6padal(3d 1 1 Job Reference o 'anal 50aaIPJa Huss, FL Plaice, FL, 3i951 LOAD CASE(S) Standard 1) Dead Roof Live (balanced): Lumber Increase-125. Plate Increase=1.25 Unifomr Loads (pit) Vert: 1-6>70, 6-7=70, 7-9=70, 9-10=70,10-12=70.18-28=-20,17-31>20 Concentrated Loads Qb) Vert 10=14(9)13=19(8) 34=47(B) 35=451(B) Rare 8230 a Mar 9 2019 1 eM0 a Mar 92019 IVUTk Jndustriea, lr: We8 Apr 1016:18:122019 Paget ID:TSlba62uVaAXIQpOenmdzS99B-uVvCMzGpXabc04sVNROPVr3gPJVKm9CgrD2tr.54Zv P6_05 (� _ job I rose IYPD y Mw-13CLRMENTINE 1IaJSS AS Boofapetlai I 1 1 .lob Reference tional Pierce, FL, 31851 SO = 3,5 3x4 = Us = 3x9 = 2x4 11 = Dead tad Delt =1M in 9-2-13 i 18.8-0 I 223-8 2�11-0 2830 38-11� 42.13 wsa vs � I I Plate OBsets MY)- .0-2-8.0-301, 1`5:04-4 Etleel 16:0.2-8.Edoel 17:0.2-8 0.2-41 I12:0-2-12 0-2-01 115:0.2-00-1-81 f18'0.2-3 0.1 aI LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Vtl PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.19 15-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.79 Vert(CT) .0.4715-17 >914 180 BCLL 0.0 Rep Stress Ina YES WB 0.64 Horz(CT) 0.14 10 rVa n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight2191b FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No2 °Except• TOP CHORD T5: 2x4 SP M 31 BOT CHORD DOT CHORD 2x4 SP M 31"Excepr B3:2x4 SP No.3, 62: 2x4 SP No2 WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 SLIDER Right 2x4 SP No.31-6-0 REACTIONS. (size) 10=Mechanical, 2=0-M (min. 0-1-8) Max H=2=269(LC 8) Max Upiift16=-425(LC 9), 2-500(LC 8) Max GwIO=1624(LC 1), 2=1773(LC 1) FORCES. (to) - Max Comp./Max Ten. -A t forces 250 (to) or less except when shown. TOP CHORD 2-0=3020f786, 3-0=27701T74, 4-5--1866/559, 5-6i-2473/754, 5-7=22221637, 7-8=-2554f741, 8-9=273117V, 9-10= 607/7 BOT CHORD 2-17=-8272619,16-17=5862109,15-16=5862109, 642=1204/416,11-12=3812044, 10.11=5562344 WEBS 3-17=-398288, 4-17=170/642.4-15=776/409,12-15=298/1673, 5.12-463/1536, 7-12=149/514, 7-11=166/387, 8-11>275260 Structural wood sheathing directly applied or 2-4-11 oc pudins. Rigid ce0ing directly applied or 6-0-0 oc bracing. Except 1 Row at midpt 6-12 10-" oc bracing:12-14 1 Row at midpt 4-15, 5-15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.OpsY h=16fq 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 6) Refer to girder(s) for truss to buss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except Qt=1b)10=425, 2--500. LOAD CASE(S) Standard -51 P�L76O5y) -fl 1 S AW70F - F OONR D�NG���� ntss rasa ype Y lim M 13CLGMENTME Ate Hip 1. , Reference oonal ' _,. _., ,.- nun. a a�arrmca.[wsn+ar aura M1LIeMIMUWn09,Irc. WeC Aprta 16:1Rf4ZOl9 I i:rslbx 62uvarA>v¢poanmd:ssse retAmla3ck lco6 vdxwcecuroroaasu_HIm -1-0 19-0-0 23-2-0 314Y12 398-0 41-8-D 83-03-,] b11-0 I 42-0 I 7-10-12 I BS-4 2-02 6x7 = 515 = 6.00 FIT 5 6 4x5 6 6 5x5 4 W4 I [:�W7 14 3x4 = 73 12 3x8 = 4x6 = Dead Lead Dee. = SM6 in 3x4 1 7 3x6 8 NOP2%STP= RA 9 ac4 11 2(4II y� _ HAN8-9-12 13-1-0 19-0-0 23.2-0 31112 3950 6-3+, 5-11-0 42-0 7-10.12 eSd Plate Offsets MY)- R:O-0-12 Ednel 13.0.2-8 0-3-01 15.OS40-2-81 I6:0-2-8 0.2-41 (9:0-0-12 Edoe] 115:05.12 0-3-4] ryT0.2-00.2-61 M8.0 2 3 0.1-01 120 0.2-0 0.1-01 LOADING(psl) SPACING- 240-0 CSI. DEFL in Occ) I/de8 Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.22 14-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.4914-15 >967 180 BCLL 0.0 Rep Stress I= YES WB 0.66 Horz(CT) 020 9 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight 235 lb FT = 20% LUMBER - TOP CHORD 2x4 SP N0.2'txcept' T4,T5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2'Excepr 132: 2x4 SP No.3 WEBS 2x4 SP No.3'Eccepr W3:2x4 SP No2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-M (min. 0-2-4), 9=0-8-0 (min. 0-2-4) Max Horz2=236(LC 8) Max Up082=537(LC,8), 9=509(LC 9) Max Grav2--1922(LC 1), 9=1922(LC 1) BRACING - TOP CHORD Structural Wood sheathing directly applied or 23-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4.14. 5-13. 7-13 FORCES. Ob) - Max CompJMax Ten. - AO forces 250 (lb) or less except when shown. TOP CHORD 2-3--33871861, 3d=-3449/920, 4-5=2476/677,.5{=20801604, 6-7=24571628, 7-8=3096/785, 8-9--3318!/66 BOT CHORD 2-17=8632945, 4-15=16af741, 14-15=764/3020,13-14=3642132, 12-13=54312873, 11-1r 5432873, 9-11=-5432873 WEBS 3.17=491243,1517=858/2926, 4-14=11751501, 5-14=2721848, 5-13=281/139, 6-13=-158/647, 7-13=914/444, 7-11=/358 NOTES. 1) Unbalanced roof rive loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3-secand gust) Vadd=124mph; TCDL=S.Opsf,, BCDL=5.Opsf; h=168; 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) All plates are W20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load noncenwment with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except &--lb) 2-Wlr, 9=509. LOAD CASE(S) Standard 7 i P6O5 15,1 /���SS/11NAL1X0G�\\`\ A/ Dead Load Den. = sns In 5x8 = Sx6= ' 6.00 12 5 g 4454 4 4 3x4� Sx5 4 we 7 8 3 n NOP2x STP- NOP2X STP- 2x411 214 11 2 5 74 - 13 11 e 10 I9 7 1 Sx6- 12 17 16 3x4_ 3x8= qxg= 2x4 It 3x5— 3X5 _ 5x5 = 20 II I E&12 I 13-1-0 I 179 I 25.2-0 I 32-0-12 I 39Fi0 Plate Offsets MY-- 12.0.4-12.Edge11362-8.0.3-41 [5.0.5-60-23116.0.3$0-2-01 r9:0-0-12Edae1115.0.5-120.3-01 (1T0-2.00-2-81118.0-2-00.1-01 i20.0.2-00.1-01 LOADING (PSI) SPACING- 2-0-0 CST. DEFL In Coe) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 021 14-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC DAB Vert(CT) -0.49 13-14 >970 180 BCLL 0.0 Rep Stress Ina YES WB 0.91 Horz(CT) 0.20 9 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weght230lb FT=20% LUM155W BRACING - TOP CHORD 2x4 SP No.2 -Except- TOP CHORD Structural wood sheathing directly applied. T3: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-4-14 oc bracing. BOT CHORD 2x4 SP No.2 'Except* WEBS 1 Row at midpt 5-13 B2:2x4 SP No.3 WEBS 2x4 SP No.3 *Except' W3:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-80 (min. 0-2.4). 9=0-8-0 (min. 0.2-0) Max Hoag=t18(LC 8) Max UPIi02--521(LC 8), 9= 491(LC 9) _ Max Grav2=1922(LC 1), 9=1922(LC 1) FORCES. Qb)- Max. Comp./Max Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3==3390/829, 3-0=3436/869, 45=27251711, 5-6=22731699, 6-7=2644/598, 741-- 3146f762, 8-9--J3621760 BOT CHORD 2-17=-817/2950, 4-15=1871707,14.15=-6882983,13-14=4302401,12-13= 5342920, 11-12=5342920, 9-11=5342920 WEBS 3-17=-491237,15-17=8302916, 4-14=950/417, 5-14=2651876, 5-13=334/148, 6-13=102I670, 7-13=751/381, 7-11= 294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=160mph (3second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf, h=16fq Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=11.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This buss has been designed fora 10.0 just bottom chord live load nonconcurrent with any other live Toads. 6) Provide mechanical connection (by others) of fuss to bearing plate capable of withstanding 100 lb uprft atjoim(s) except (it -lb) 2=521, 9=491. LOAD CASE(S) Standard \\�\PN��'B� > PFyZ605 b> > JoeNss runs yPe y MW-13CLELEMINE Al2 Rip 1 1 , - _ � _IM Joh Reference o on Dead Load Deft. =316 in 5X5 = 6.0012 3M Sr5= 2X4 11 5 6 7 4 3X4 4 3X6Q Sx6 W5 69 3 4 c NOP2X STP= r NOP2X STP— 10 2X4 11 2X411 2 6 Im t1 1 5x9= 15 74 13 12 !I'S 16 17 3%4= 4X6= 2X411 3X5= 3X5= 5X6= 2x4 11 316 1 6-9-12 I 131-0 1 20-11-4 1 27.2-0 ( 33-0-12 1 39-6-0 �rl.o Plate Offsets (X,Y) - 2:04.12.Edge1 r3:0-2-6 D-3-01 15:0-2-8 0-2-0I r7:0-2-8 0-241 18.0-2.14 0.1.81 110:04-12 Edoel 1169-2-40-3.41 119:0.2-3 0-1 Ol 121.0Q-0 0.1-01 LOADING(psf) SPACING- 24)-0 CSI. OEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Ven(LL) -022 16-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 Be 0.90 VmL(CT) -0.5915-16 >804 180 BCLL 0.0 Rep Stress Inor YES WB 0.67 Horz(CT) 021 10 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 233 It, FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No2 -Except- B2: 2x4 SP No.3 WEBS 2X4 SP No.3'Except•- W3:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0-24),10=048.0 (min. 0-24) Max Hoar-200(LC 6) Max UpM=-SM(LC 8). 10=-470(LC 9) Max Grav2-1922(LC 1), 10=1922(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2S2 oc pudlns. BOT CHORD Rigid ceiling directly applied or 6-7-9 oc bracing. WEBS 1Row at midpt 6-13 FORCES. (lb) - Max. Comp./Max. Tan. - Ali Tomes 250 Qb) or less except when shown. TOP CHORD 2-3-3391/789, 34=-34341806, 4-5=-33621912, 5-6=2845/696, 6-7=2437/590, 7-8-=-2792/604, 8&=28051578, 9.10�4121731 ' BOT CHORD 2-18=7632951, 4.16=297230,15-16=6352634,14-15=-5562845, 13.14=5562845, 12-13=5192975,10-12-51IW975 WEBS 3-18=490220,16-18=7652963, 5-16=402N107, 5-15=201/460, 6-13-69812S7, 7-13=1311832, 9-13=-6371320, 9-12=0257 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vu8=160mph (3-seccnd'gust) Vasd=124mph; TCDL=5.OpsF BCDL-5.Opsh h=16t Cat II; Exp C; End., GCp1=0.16; MWFRS (envelops); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to pre nt water ponding. 4) All plates ere MIT20 plates unless otherwise Indicated. 5) This buss has been designed for a 10.0 psf bottom chord live bad nonconcenerd with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uprrR at)oint(s) except a"b) 2=503, 10=470. LOAD CASE(S) Standard P1zt7605 y) _ P" nA NA11'oG\\\\ l/ 1 5xa II 6.00 12 5x8 2x4 II 3x4 = &5 = a ... m v 4= = .1%4 c 315 us= 2,411 SSA= 2x4 II axa= 1 694 I .13-0-0 11S9e 1 25-2-0 1 32-0-12 39&0 Dead Load Deg.- 71161n 2x4 11 12 rd )q 4 Plate Offsets (XY)— 12ZO-2-3.0-1.01 f2:G4-12,Edge], [3:0-2-8,0-34], (4.D-",0-2-e], (8:0-2-0,0-2-e], (11:04.12,Edgel, (15:0-"'8:f12], 116:04-0,Edil (18:0-1-12,0-2.8], (20:0-2-0,0.1-0], LOADING(psf) SPACING. 2-0-0 CS1. DEFL. in (hoc) Vdefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.74 Vert(LL) 029 15-16 >999 240 MT20 24411911 TCDL 15.0 Lumber DOL 125 BC 0.83 Vert(CT) -0.72 15-16 >657 180 BCLL 0.0 Rep Stress Inv YES WB 1.00 H0rz(CT) 020 11 We We BCDL 10.0 Code FBC20171rP12014 Matrix -MS Weight 2331b Ft=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No2'Except- B2:2x4 SP No.3, S3: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 20 SP No.3 REACTIONS. (size) 2=1348-0 (min. 0-24), 11=0-8-0 (min. 0-24) Max Horz2=199(LC 8) Max UplIft2=-607(LC 8). 11=471(LC 9) Max Grsv2=1922(LC 1). 11=1922(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0oc purling. BOT CHORD Rigid ceiling duec0y applied or 5-10-14 oc bracing. FORCES. Ob) - Max CompJMax Ten. - All forces 250 cab) or less except when shown. TOP CHORD 2-3=-3394/1022, 34=2746I889, 4-5=3184/1071, 5E=320611076. 6-7-3115019. 73=-Ml/1100, 8-9=-32591917, 9-10=3275f891, 10-11=-3397/866 BOT CHORD 2-19=9722954,18-19>974I2950, 15-16=94513339, 14-15=-5612424, 13.14=5612424, 11-13=8872964 WEBS3-19=0274,3-18=-081f334,4-18=-817235,16-18=7092627,4-16=50911895, 6.15=4331245, 7-15=17041591, 8-15=7222259, 8-13=2971683, 10-13�4161308 NOTES- 1) Unbalanced mot live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF BCDL=5.Opsh 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 preverdwater pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load noncanament with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift et)oint(s) except at -lb) 2=607. 11=471. LOAD CASE(S) Standard ENSF:;��/ii P 605 ( I �TI / 1 IT =GNONAL RID J00 IMSS 1russ type ly AAVd-13CLE/JENTINE A14 Roof Bpedal 1U Fly 1 1 Job Reference C,. 6ena1 ^-...�... ..-.-.,......-�... �....-..... 2-0( S94 -0I 5-0)2 2&2-0 ,au,,.:120p<cViX1J R OZl bAp193k1lCF p ID:TSQWWuVsrAXx2pOenmdzS99&)0hd1L3a96&OR0 K,,W441-k6-0 "1"! " S) 2-0M 52 S94 12-0-0 Dead Load Deft. = 7/16 In 6x = Sx5 = 5x7 — 2x4 II 5xe = 7 8 4 5 6.00 12 3.41, 3z4 % We 9 3 8 113 12 NOP2XSTP= 2x4 II NOP2X STP= 10 2z4 II 2 6 I"3 17 a qq IY 1 6Y9 = 15 14 13 12 19 18 17 5z4= 4a6= 3x8= 2x411 3+5= 3,5 = 2x4 II 4x12 = 2z4 II LOADING(psi) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 I SPACING- 2.0-0 Plate Grip DOL 125 Lumber DOL 125 Rep Stress Inv YES Code FBC20177TPI2014 I CSI. TC 0.64 BC 0.75 WB 0.96 Matrbc-MS DEFL, in Owl VdeB Lld Verl(LL) 0.34 15-16 >999 240 Vert(CT) -0.7115-16 >665 180 Horz(CT) 022 10 n1a n/a PLATES GRIP MT20 2441190 Weighb234lb F'T=20% LUMBER- BRACING. TOP CHORD 2x4 SP Nol *Except' TOP CHORD Structural wcotl sheathing directly applied or 2-6-0 oc pudins. T2: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 511-13 oc bracing. BOT CHORD 2x4 SP No.2'Excopt' WEBS 1Row at midpt 6.16 B2: 2x4 SP No.3, B3: 2z4 SP M 31 WEBS 2x4 SP No.3'ExcepY W8:2c4 SP No2 ' OTHERS 2x4 SP No.3 REACTIONS. (size) 2=M-0 (min. 0-2-4), 10=0-84 (min. 0-2-4) Max Hom2=187(LC 8) Max Uplifl2--601(LC 8). 10=-455(LC 9) Max Grav2=1S22(LC 1), 10=1922(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=343811025, 34=2917/917, 4-6=-397711273, SE=-402511290, 6-7=465811404, 7-8=25531746, 8-9=2918096, 9-10=-34371815 BOT CHORD 2-19=977/3006,18.19=977f3006, 5-16=4971294,15-16=1048I4036,14-15=-6642835, 13.14=6642835,12-13=-64813004,10-12--648/3004 WEBS 3-18=549272, 4-18=357I148,16-18=7172528, 4-16=-55511982, 575=-24051893, 7-15=9182843, 7-13=762277, 8.13=267/994, 9-13=55B276 NOTES- 1) Unbalanced mof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vutrl60mph (3-second gust) Vasd=124mph; TCDL=S.Opsh BCDL=S.Opsh h=16f ; 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 buss has been designed for a 10.0 psf bottom chord rive load nonconeurrent with any other live loads. 6) Provide mechanical connection (by others) of b=to bearing plate capable of withstanding 100 lb uplift eticint(s) except (t=1b) 2=601. 10=455. LOAD CASE(S) Standard J ' PO5-h _ ///�/ass ONA D��G�\N �\ NSS NSs ype W M-13CLEMENTINE A15 Roof Spedal 1 f Job Reference o Sonal --^•�'•••'-^-'•^^+•-'i ^•^•• �2-0-01 494 9'0O ,F i5fr8 21-2-0 w q{IIgY5IIIB5, 111G WBO lV lV:l V:lid.I ID:TSIbxr62uVSAX#pOenmdzS99B-Bn3gMLCtkZcM9urFIP02H 27 TrJB1G15o 30-6A 34-8-12 39-s-0 2-0-0 4-9-4 ( 4.2-12 BS-e 1 5448 123-10_0 141-6-0 1 1 2-8-0 680 4-2-12 44" 2.0.0 Dead Load Deft. = W16 in 5x5 = 5x7 = 5,7 = 2x4 11 5.5 = 7 fi 6.00 72 4 2xa . waF;J>ZTZ� n NDP2xSTP=NOPMCSTP= 214 II q BA 10 ,., 2011 2 .g 7 6 NOPZ 5fP= 11 74 13 12 1' 17 16 3X6 3X4— 3X5Q 3x5 4 314 = 4.511 3xs _ 415 = LOADING(psf) SPACING- 2-" CSI. DEFL in Ooc) I/defl Ltd PLATES GRIP TCLL Z0.0 Plate Grip DOL 1.25 TC 0.81 Ven(LL) -0.15 14-15 >999 240 MT20 2441190 TCDL 15.a Lumber DOL 1.25 BC 0.84 Ven(CT) -0.3312-27 >870 180 BCLL 0.0 Rep Stress Inv YES WB 0.85 Horz(CT) 0.03 10 Na me BCDL 10.0 Code FBC20177iP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 ' TOP CHORD BOT CHORD 2x4 SP No.2 `Except' BOT CHORD B2: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2-0-8-0 (min. 0-1-8). 15-lil (min-0-2-3), 10=0-8-0 (min. 0-1-8) Max Horz2=169(LC 8) Max Up5ft2=272(LC 8), 15=-520(LC 8), 10- 306(LC 9) Max Gmv2-780(LC 17), 15=1873(LC 1), 10=1196(LC 1) FORCES. Ob) - Max. CompJMax. Ten. -All forces 250 (lb) mien except when shown. TOP CHORD 2-3 .9251345, 3-0=588f222, 5-6=01261, 6-7=-13741408, 7-8=1212/377, 8-9=1507/405, 9-10=1829/W9 BOT CHORD 2-17=-362f7g6, 16-17=1461470,15.16-104t487, 5-15--50g1289, 14-15=26811235, 13-14=207/1297, 12-13=207/1297, 10-12=J38/1600 WEBS 3-17=3791243, 4-17=30/453, 4-16=766/219, 6-15=16361363, 7-14= W/320, 8-12=38(404, 9-12= 353Q,12 Weight:2111b FT=20% Structural wood sheathing directly applied or 2-2-0 oc pur5ns. Rigid ceiling directly applied or 9-8-3 no bracing. 1 Row at midpt 6-15 NOTES• 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vint=160mph (3second gust) Vasd=124mph; TCDL=5.0psf, BCDL=5.0psf; h=16Q CaL II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonoormiment with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at icings) except at --lb) 2--272, i 15=520,10--346. LOAD CASE(S) Standard PE 7605 f I i� c.�40RIDT%�N� �oNAL job N55 Innis lype ty MW-13CLFA1ENnNE A76 Roof Spatial Gtrdar 1 1 Job Reference (optional) 5x5 4x8= 5x5= Sx7 = 3x5 = 314 = 5x8 = 7 33 34 a 35 38 9 6.00 Ff2- 1 3 4 5 WS 30 31 NOP2x STP- 2.4111 x4 II 2 1 NOP2X STP= 15 40 14 1341 42 43 12 19 37 18 17 39 4x8 Mi20H5= 3%4 = 3x5 = 2x4 11 3x4 = 54 = 2x4 11 4x5 = LOAGING(PA I SPACING- 2-0-0 CSI. DEFL in Qoc) Udell Lid TCLL 20.0 Plate Grip OOL 1.25 TC 0.95 Vert(LL) 0.30 13-15 >964 240 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.30 13-15 >960 180 SCLL 0.0 Rep Stress Ina NO WB 0.91 HOrz(CT) 0.06 10 We nla BCDL 10.0 Code FBC2017frP12014 Matrix -MS LUMBER- BRACING. TOP CHORD 2x4 SP No2 *Except' TOP CHORD T4,T5: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP M 31-Except- WEBS 131: 2x4 SP No2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2--"-0 (min. 0-1-8J; 16=G-8-0 (min. D3-410=0-8-0 (min. 0-143) Max Horz2=150(LC 8) Max Uplfff2--677(LC 8), 16=2997(LC 4), 10=1595(LC 4) , Max Grav2=1186(LC 17),16=4127(LC 32),10=2187(LC 31) FORCES. 0b) - Max. CompJMax. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=1 B55M155, 330=`1072(759, 430=1072i759, 431= 3581565, 31.32---358I565, 532=3581565, "=6 547/831, 6-7=366212821, 733--3292Y2574, 3334=-3292/2574, 834=329212574, 835=369a2861, 3536=-369812861, 936=369812861, 9-10=-418613111 BOT CHORD 2-19=103011608, 1937=103911634,1837=103911634, 1 &38=67411053, 3&39--67411053, 17-39=-07411D53, 1&17=855/1433, 5-16=5621474,15-16=2051/2858, 1540=3305/4546, 14-40=330514546,14-01=-3305I4546,13.41=330514546, 1342--33(1514546, 42-43=-330514546,1243=-3305/4546,10-12=-2676I3695 WEBS 3.19=229/639, 3-19=7741477, 4-18=3331781, 4-17=201611323, 6-16=-414613061, &15=56lf7O2, 7-15=-66711028, 8-15=142711072, &13=111/507, 13-12=980)'(85, 9-12=777/1192 Dead Load Den. = 3n6 in STP= 2x4 II 10 if 3x6 = PLATES GRIP MT20 2441190 MT20HS 187/143 Wefght•2061b FT=20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 436 cc bracing. 1 Row at midpt 4-17, &16, 8.15 NOTES- 1) Unbalanced roof live loads have been considered fortis design. 2) Wmd: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; End., GCp".18; IAWFRS (envelope); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconarrrent with any other live bads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) 2=677, 16-2897. 10=11M. Xk � 7 PEt7605 (� _ Continued an page 2 1 �O `. R�A Job IMSS Iruss Iwo MM13CLEMUMNE A18 RoorspecialoWer 1 1 Job Reference Log SMMM Truss, M Piarre, FL, 3a951 Run: aT30a Mar 92018 Prvit 8.23as Mar 92019M ek Neuabba, lrc Wea O1 16312a19 Noel NOTES- ID.,TSlbxr62uVuAXx2pOenmdzS998-BEygF2N5PLpKDS2EPg3V 1Nsfxg MMC1e:Wrn 7) Hanger(s) or other connection device(s) shall tie provided sufficient to support concentrated load(s) 375 lb dawn and 433 lb up at 740-0, 209 Ib down and 240 Ib up at 9-0-12, 209 Ib down and 2401b up at 11-0.12, 209lb down and 2401b up at 13-0-12, 2091b dawn and 240Ib up at 14-8-12, 375Ib dawn and 4331b up at 21-10-0, 2091b down and 2401b up at 23-1D-12, 209 lb dov7n and 2401b up at 25-10-12, 209lb down and 240 lb up at 27-2-0. 209 ih down and 240 lb up at 28-5-4. and 209 lb down and 240 lb up at 30-54, and 375 lb down and 433 lb up at 32.6-0 on top chord, and 458lb down and 285 lb up at 741-0. 91 lb down and 29 lb up at 94112, 91 lb down and 29 lb up at 11-0-12, 91 lb down and 29 lb up at 13-6-12, 95lb down and 29 lb up at 14-8-12, 540 lb down and 285 lb up at 21-10-0,122lb dawn and 29 Is up at 23-10-12,122 lb down and 29 lb up at 25-10-12. 122lb down and 29 lb up at 27-2-0.122lb down and 29 lb up at 28-54, and 122 lb down and 29 lb up at 3054, and 540lb down and 285lb up at 32.54 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASES) Standard 1) Dead + Roof. Live (balanced): Lumber Increase--125, Plate Increase=1.25 Uniform Loads (pit) Vert 13=70, 3-6=70, 6-7-70, 7-9=70, 9-11=70,17-24=20, 16-27=20 Concentrated Loads 0b) Vert 3=201(F) 7=201(F) 9=201(F)19=341(F)18= 67(F) 4=134(F)15=341(F)13=67(F)12-341(F) 8=134(F) 30=134(F) 31=134(F) 32=134(F) 33=134(F) 34=134(F) 35=134(F) 36=134(F) 37=-07(F) 38=-67(F) 39---07(F) 40=-67(F) 41=-67(F) 42-=-67(F) 43= 67(F) Job Inuss Man type ty MIN-13CLENENTINE A17 Rm/Spedal 1 1 Job Reference o tlonal wID:TSlbn62uVVAXX2pOenmdxS99&cOWCS004AMBDc QAri yyi Fnifg7ME61P4'a4 I 27.3-0 -2410 6-114 12-18 18ae 243a 265E 32410 39d-0 41b-0 2-0-0 64143 SE-2 8-0e &7e 2.2-0 5310 Dead two Deb. = 318 In 5x7 = 6.00 Fl2 5 Sx4 11 5x5 = 3:4 a 5.6 = 8 4 5x5 4 7 = 5x5 Q 3 10 NOP2X Si 10 1 m 2A 11 2 Al 6 1 6� = 5x,9 = 1 c 2019 18 17 14 13 3x5 = ' 4x6 = 4x8 = 2A It 2x4 11 516 = 3x4 = d NOP2X 5rP= 112,4 11 12 l 3x5 = LOAOING(ps1) SPACING- 2-0-0 CSI. DEFL. In (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.79 Vertl 029 6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.63 6 >754 1S0 I BCLL 0.0 Rep Stress Ina YES WB 0.93 Horz(CT) 022 11 n/a n/a BCDL 10.0 Code FBC20177rP12014 Matr&4VIS Weight 249 lb Ff=20% LUMBER- , TOP CHORD 2x4 SP No2 •Except' T4: 2x4 SP M 31 BOT CHORD 2x4 SP No2 `Except' B1: 2x4 SP M 31. B5: 2x4 SP No.3 WEBS 2x4 SP No.3'Except' W9: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0-1-9), 11=0-" (min. 0-2.4) Max Ho22=207(LC 6) Max Uplifl2=534(LC 8), 11=554(LC 9) Max Gmv2=1922(LC 1), 11=1922(LC 1) BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2.0 oc puriins. BOT CHORD Rigid ceiling directly applied or 7-1-1 oc bracing. Except 1 Row at midpt 6-16 WEBS 1Row at midpt 4-18 FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2,=3349861, 3-0--3099/049, 45=2198/662, 5-0=32661973, 68=26921711, 74=4481137, 8-9=2MW92, 9-10--35671928,10.11=-3386/906 BOT CHORD 2-20=-9152912,19-20=575f2408, 18-19=575/2406, 7-16=1268I470, 6-7=-666/310, 15-16=-4872962, 11.13=4692945 WEBS 3-20= 395287, 4-20=169/637, 4-18=7791411, 5-18=137288, 16.18=25211784, 5.16=-6202141,10-13=599220, 13-15=4832998, 9-15=1861775 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3.second gust) Vasd=124mph; TCDL=S.0pi 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 uNess otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load noncenwrterd with any other live loads 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except at --lb) 2=534, 11=554. 7) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. LOAD CASE(S) Standard PEt7�05 (� _ O ` 5 AIEZCCIF Rja� � \ Wi OR10P"" t y job N99 man lype MMS,clFMaMNE A18 Rvar special 1 1 Job Reference o tiorlal SmaMm Truss, FL Places, FL, M951 Po 9230 s xler 82019 Rant BT30 s Mar 9c 019e232n19�1 ID:TSIbw62uVwA02pOmdzS994oMWWBShPbUnytll2k 193-8 284-8 -2-0-0 stla 12-]41 t688 1880 264M 3.48d t9" 4140 12b0( &110 1 M I- S5-0 0.lY�l 7-0-0 69-a 0.7.8 1.2-8 2x4 II = SX7� 3a5_ 4x6= 49= 2M 11 5x5= 46= 3x5 3x4 — 2x4 11 2M II Dead Load Dee. =3481n 11 2x4 11 �4 12 LOADING(pst) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 125 Lumber DOL 125 Rep Stress Ina YES Code FBC2017RPI2014 CSI. TC 0.70 BC 0.98 WB 0.84 Mab (-MS DEFL. in (loc) Udell Lld Vert(LL) 0.31 15-16 >999 240 Vert(CT) -0.70 15-16 >682 180 HOa(CT) 028 11 n1a n1a I PLATES GRIP MT20 2441190 Weight 253 lb Ft=20% LUMBER- I BRACING. TOP CHORD 2x4 SP No.2 'Except-' TOP CHORD Structural wood sheathing directly applied or 23-2 oc pudins. T3: 2x6 SP No.2, T4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. Except BOT CHORD 2x4 SP No.2 *Except' 10-0-0 oc bracing: 14-15 B7: 2x4 SP M 31, B3,B5,F2: 2x4 SP No.3 WEBS 1 Raw at midpt 4-18 WEBS 2x4 SP No.3 •Except• W9:2x4 SP No.2 ' OTHERS 2x4 SP No.3 REACTIONS. (size) 248-0 (min. 0-1-9). 11=0-8-0 (min. 0.2-4) Max Hoa2=201(LC6) Max UprM2-529(LC 8), 11=550(LC 9) - MaxGrav2=1922(LC 1), 11=1922(LC 1) FORCES. Ob) -Max. CompAMax. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2-3= 33481854, 3-0=-0D951841, 4-5=22671657, 5-6=19621622, 6-7-32921959, 741=3213MM, 84=33471914, 9-10=-3759MII, 10-11=-34381911 BOT CHORD 2-20=8042914, 19-20=-5552394, 18-19=5552394, 7-16=-083266, 1516=-65313623, 9.15=26811343, 11-13=-68813005 WEBS 3.20=-017293,4-20=1791625,4-18=70a1387,5-18=142291,16-18=298M894, 6-16=6132127, 8.1fi=11891412, 10-13=618223, 10.15=-6M94,13-15=68912996, 8-15=643209 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vutt=160mph (3 second gust) Vesd=124mph; TCDL=5.OpsY BCDL=S.Opsf.- h=16ft; Cat II; Exp C; End., GCpi=0.1S; 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 par bottom chord live load nonconctment with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)aim(s) except tit--Ib) 2-SM, 11=550. LOAD CASE(S) Standard PF05 b) 1 ' cn-t6—/$"�- /ONA)IENG��\\ \ U T v Joe 1russ I mss Iype Y Mw-faCLEMBONE Am Reef Spedal 1 1 Job Reference o 'coal xuwen„rvss,rc rie,m,r�., .waa, w,cs.wes mar aauaarrmc e.aaemar a�uiamuex meusmes, me. Westo tceta:za mta I"ar ID:TSlbxr62uVwAXx2pOenmdzS99B-Ypeyt3PUGCvSWnp4yco N oF83AwBXIsU Zj 30-58 -2-00 B38 f6e8 2738 27-3-0 34-8.9 398a 414-0 2-0-0 83-e 7A0 S3-0 6113 2.24 4-3-040 4-98 2 — NOP2X STP= � 2i x4 II 2 1 US = 6.00 rl2 4x6 — 2x4 II Sx7 = 4x10 = 5x5 = 6 Sx5= „ 2x4 II 3x411 400= 2xa II 2x4 II aifi = Dead Load Den. = SM61n LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 240-0 Plate Grip DOL 125 Lumber DOL 125 Rep Stress Ina YES Code FBO20171fP12014 CSI. TC 0.52 BC. 0.96 WB 0.81 Matrix -MS DEFL in (loc) Ildell Ud Vert(LL) -0.24 14 >999 240 Vert(CT) -0.57 16-17 >B28 180 Horz(CT) 025 10 n1a n/a I PLATES GRIP MT20 2441190 Weight 243 lb FT=20k LUMBER- BRACING - TOP CHORD 2x4 SP M 31 -Except' TOP CHORD Structural wood sheathing directly applied or 241-0 oc pudins. T3,T5,T6: 2x4 SP No2 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. Except SOT CHORD. 2x4 SP No2 `Except* 10-0-0 oc bracing: 17-18 B3,B6,F1: 2x4 SP No.3, B4: 2x4 SP M 31 WEBS 1 Rrnv at midpt 4-19, 7-17 WEBS 2x4 SP No.3•Excepr W9,W8: 2x4 SP No2 ' OTHERS 2x4 SP No.3 REACTIONS. (size) 2-0-B-0 (min. 0-24). 10=04I-0 (min. 0-2-4) Max Horz2-182(LC 6) Max Uplift2=S12(LC 8), 10=535(LC 9) Max Gmv2=1922(LC 1), 10=1922(LC 1) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23=33251775. 34�31071795, 45--24841606, 5-6=-25821686, 6-7=29891692, 7.8=442211089, B-9=-3116re05, 9-10-34451923 BOT CHORD 2-21=72012881, 20-21=720r2881,19-20-72arz881. 6-17=163/851, 16-17=-&U/4437, 15-16=-&W4443, 13-15=309194.7-15=773r245. 12-13=-104284, 1(1-12=70813028 WEBS 4-21=B1347.4-19=890/436.5-n=1841854.17-1g=4=119, 7-17=20401642, 8-12-11061193.12-15=45g2882. B-15=-5422815, 9-12=.359244,14-16=921283 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=5.0pst. BCDL=5.Opsf; h=16R; Cat II; Exp C; End., GCp1=0.18; NIWFRS (emetope); Lumber DOL=1.60 plate grip DOL=1.60 3) Prot4de adequate drainage to prevent water pending, 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord We load nonconmrsem with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) 2-512, 10=535. LOAD CASE(S) Standard i PEi05 ////SS/ONALI1% \�\\ N v ` Job IrUSS Iruss type y MW-13CLEMEN7INE A2D Roof Spedal 1 1 Job Reference o tonal 6.00 12 30 4 3x6 4 34 5x7 = 3x4= 5x5= 5 4 7 4x5 3 5x5=5x5= 9 Deed Lead Dea. = 5116 in 2x4 II 2 8 15 20 II 1 11 21 20 12 19 18 17 5x14= 14 13 3x5 = 2x4 II 416 — 314 = 4x12 = 2x4 11 2x4 11 Us = 36 = 1 73A I 14-0-8 1 t8S72 i 22-11-0 I 27-3.0 1 30.341 1 39E-0 Plate Offsets (X,Y)- [2.04-12,Edge], rl8d1.2-12.0-2-01 [5.0-54,0-2-8], [7:0-2-0,0-241, I9:0-2-0,0-2-121, I10:0.3-0,0-24q, [11:0-412,Edge1. [13:04-0,0-2-81, [15:0-9-0,Edgej, [16:0-3-B,Edge], 122.'0 2-30-1-01 124:0-2.3.0-1.01 LOADING(pst) SPACING- 2-0-0 CSI. DEFL in (roe) 0defl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Ved(LL) -0.26 15-16 >999 240 MT20 244/190 TCOL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) .0.5915-16 >808 180 BCLL 0.0 Rep Stress Inrr YES WB 0.98 Hoa(CT) 0.24 11 n/a We BCDL 10.0 Code FBQ2017JTP12014 Matrix -MS Weight24516 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except' T6: 2x4 SP M 31 BOT CHORD 2x4 SP No.2'Excepr B3,B5: 2x4 SP No.3, B4: 2x4 SP M 31 WEBS 2x4 SP No.3'Except' W9: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2--0$0 (min. 0-24), 1I=D." (min. 0.24) Max Hom2=161(LC 6) Max Uplift---493(LC 8), 11=518(LC 9) Max Grav2=1922(LC 1), 11=1922(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-16 FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-03761766, 34=31651768, 45=26571610, 56=2470/616, 6-7=29571711. 7-8=-3260/731,8-9=-455311032,9-10=3455/869, 10-11=-3303/807 BOT CHORD 2-21=690)2935, 20-21=-690/2935,19-20=-690f2935, 18-19=38212277, 15-16=-68214087, 8-15=26W1270, 11-13=567P2863 WEBS 4-21=0/303, 4-19--7611373, 5-19=115/510, 5-18=202/495, 16-18=-417t2548, 6-16=157/819,.6-18=1013293, 8-16=1574/488, 9-13=2459/497, 9-15=105/636, 13.15=701/3798,10-13=17211204, 7.16=200/1144 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph1 TCDL=5.Opsf; BCDL=5.0psh, h=16h; CaL 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber OOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventvaterpentlmg. 4) All plates ere MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.100 lb upfiR atjoint(s) except at -lb) 2=493, 11=518. LOAD CASE(S) Standard Ak i PE�7605 o �Y 4 Job truss imss lype Y MW-13CLEMENnNE A21 N d6petial 1 1 Job Reference (optional) 6.00 12 3X4 G 3 Sx7 = 314 = 4 5 2X4 II 5.5 = 6 7 2X4 11 8 =5X5 = 9 Dead Load Deft. = 318 in NOP2XSTP= 1 NOP2X STP= 2X4 11 z 6 15 2x411 1 SX9 = 6x9 = 11 72 21 � 19 18 17 74 13 315= a411 4x6=3x4= 4XV) 2X4 11 2011 SX12= 3x5= 638 I 121 zvn to.n 1c62 1c1c1-0 I2-0 � 39."[ I i Plate Offsets (X,Y)- ]2:04-12,Edge1, 118:0-2-8,0.2.01.[22:a2-3.G-1-OI.[24:0-2-3.11-1411 [4:05.4,&2-8), ['7:0-2-8,0-24], [9:&2-0,0-2-12], [10:&2-8,0-2-4], [11:0-412,Edge], [13:0-5-12,&2-8), [75:&2.12,Edgel, (16:G3-0,0-3-0), LOADING(psf) SPACING- 2-0-0 CS1. DEFL in (too) Yde6 Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.87 Vert(L-) -0.30 15-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 Be 0.88 Van(CT) -0.691S-16 >691 - 180 BCLL 0.0 Rep Stress Ina YES WS 0.92 Horz(CT) 025 11 n1a n1a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight 247 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.VExcept' B3,B5: 2x4 SP No.3 WEBS 2x4 SP N0.3 'Except' W6,W70:2x4 SP No2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-2-13 oc bracing. REACTIONS. (size) 27-0-8-0 (min. 0-24), 11--0-" (min. 0-24) Max Horz2=141(LC 7) Max Uplifl2---472(LC'8). 11=498(LC 9) Max Grav2=1922(LC 1), 11=1922(LC 1) FORCES. (lb)- Max. Comp./Max. Ten. - All forces 250 Qb) a less except when shown. TOP CHORD 2-3=-UI71735,.3-0=28311672, 45=286W28, 5-6=-35871842, 6-7=3600I842, 7-8=4564I1052, &9=45411956, 9-10=-39621936, 10-11=3402f796 BOT CHORD 2-21=6552982, 20-21=-6552982,19-20=-6552982, 1&19=4992451, &16=2831i66, 1&16=56113366. &15=334233, 11-13=5852972 WEBS 3-19=-618f310, 4-19=921455, 4-18=267f725, 5-18=10751370,1&18=5922861, 5-16=1941979, 7-16=2231609. 7-15---48211634, 13-15=-80014065, 9.13=22041502, 10-13=297/1606 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7.10; Vu0=i60mph (3second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=S.Opsg h=16fK Cal. II; Exp C; End., GCpi=0.18; MWFRS (erwelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) A I plates are MT20 plates urdess otherwise indicated. 5) This buss has been designed for a 10.0 pat bottom chord live load nonconament with any other live bads. 6) Pm Ade mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except fit -lb) 2=472, 11=498. LOAD CASE(S) Standard 7 ( PEL76051n l . V` SyAlS A' NA, jou Inuss Inuss Iwo y Mw-13CLEMENDNE A22 FEMrspedal Gwtler 1 1 Job Reference o onal r,.rw.,a., r.— n Ntl[wlirlwlc n.[:ws Mar UxU7VFUIMNOUSW Ix Wep le lb:19292019 1 ID:TSlbxr62uVwAXx2pOenmdzS99B-CatTjgrV, .Joh98D/ CCP4s9W69j3d Zf -2-0-0 S36 10.08 16b12 22-1t-0 27-3-8 30-9A 34-e-8 3 AS 39-6-0 41�Fi0 2-0-0 536 4-9.0 65-4 654 443 3E-0 3-0-0 2.2 0 . 3-0-6 2-0-0 Dead Load Defl. = 7116 in 6.00 12 NOP2X STP= 2x4 II 2 3x4 G 5x7 = III. I'll 1 22 21 20 19 6x10= 16 15 14 E-t 3x5 = 2x4 11 6x6 = 5x6 = 2x6 11 2x4 11 4x12 = 3x7 = 3x6 _ S33 10-0-8 16812 22-11-0 27-1 3ILM 385-8 39&O S39 49-0 654 SS4 ad.n uA x.a.n ono Plate Offsets (X,Y)— 12:0-4-12,Edge1. [4:0-5-0,0.2-8], L5:0-1-12,0-144. I8:0-26,0.2-71, I10:0-1-12,0.2-81, [11:0-2-8,0-241. [15:0-54,6-1-12], (17:0.9-12,Edge1, I18:0-8-8,0-041 119:0-30.0-061.120:0-1.8 0-2-OL 123:0-2-0 0.1-01 f25:0-2-3.0-1-01 LOADING(W SPACING- 2-0-0 CSL DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.37 17-18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.81 17-18 >588 180 MT20HS 1871143 BCLL 0.0 Rep Stress Iw NO WB 0.89 Horz(CT) 0.27 12 nla n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight 238 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2'Exoept' T22x4 SP M 31 BOT CHORD 2x4 SP No2'Except- B3:2x4 SP No.3, B4,B6: 2x4 SP M 31 WEBS 2x4 SP No.3'Except' W6,W9: 2x4 SP No.2 OTHERS 2x4 SP NM3 REACTIONS. (size) 2=06-0 (min. 0-2-5),12=0-8-0 (min. 0-1-12) Max Horz2=122(LC 6) Max Uplifl2--459(LC 8), 12=584(LC 9) Max Gmv2-1940(LC 1). 12=2125(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 24)-6 no puriins. BOT CHORD Rigid ceiling directly app8ed or 6-10-1 oc bracing. FORCES. 0b)- Max. Comp -Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=—MWI840, 34=3055/810, 45=34451971, 56= 467611262, 6-7=-467611262, 741-410011092, 8-9=467011202, 9.10=-4263/1092, 10-11=3564I960, 11-12=3MI024 BOTCHORD 2-22=749/3051,21-22=749I3051,20-21=634)2658,17-18=109914707, 8-17=.417/1815. 14-15=1311I5309,12-14=-84713424 WEBS 3-21=4531244, 4.21=6W404, 4-20=-389/1094, 5-20=1214/470,18-20=-845I3379, 578=362/1401, 7-17=9121388, 15-17=-88713945, 9-17=205/494, 9-15=687/245, 10-15=16631533, 10-14=22271598,1144= 334/1518 NOTES- 1) Unbalanced roof rive loads have been considered forthis design. 2) Wlnd; ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opst h=16ft; Cat 11; Exp C; End., GCpi=0A8; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventtvater ponding. ' 4) Ali plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nommnwrrent with any other live loads. 6) Provide mechandcal cormecdon (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except at -lb) 2 459, 12=584. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)171 to down and 151 lb up at 36-5-8 on top chord, and 156 lb down and 72It, up at 36.4.12 on bottom chord. The design/selection of such connection devices) Is the responsihilayofothers. ' 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=125 Uniform Loads (ptf) Vert 14=70, 46=70, 8-10=70, 10-11=70, 11-13=70,19-27=20,17-18=20,1630=20 Continued on page 2 Yz PE,�605'jn STATFUK C}� � LJOR N II )A) I I\G \\\\ d Job Nss Imss type' MW-13CL ENME A22 Roof SpecWGvdW 1 1 Job Retererrce ' nal aoumv�n ws, rt Harm, ram, slnal LOAD CASE(S) Standard Concentrated Loads Qb) Vert l t--63(B) 14r137(B) mn:e. .Net tlLUl`J ITIIL tlllllflFlef nLVltl M1ll I fA MOLL�Iee.NG-M lu lli:I23 wi e2 ID:TSIbw62uVuAXx2pOeran dzS999�atTRSnnV.Kx a.h98Dt (04MW69)3d Zf i PE17�f05-h i _ Job Nss I Nss lype Y MW-13CLEMENIINE A23 Roof SPWW t 1 Job Reference o onal sownem cuss, rc rerm, r�.,'saw� Dead Load Deft. = 3116 in Sx5 = 4 8.00 t2 SxS= 3x4= 2x4 11 2.4 \\ 3 NOP2X STP- 2x4 It 2 t 1 17 16 75 14 t3 2 30= 3x8= - NOM STP= NOM SIP= 3x711 315 3xe = 3x4 = 34 = 20 11 7b4 13-0-0 2230 271i-0 364-0 1 734 I 5312 1 A a 0 1 a-10-0 I R-IM 2r411 3x6= 44 c 1011 Plate Offsets MY)— 19:03-0,0-2-01.111:05-4,0-0-21. f15:030.0-1$ rl8:0-2-3 0-1-01 LOADING(Psf) SPACING- 2-0-0 CSL DEFIL In Bee) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.66 Vert(LL) 0.12 12-22 >917 240 MT20 244/190 TOM 1&0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.3714-15 >741 180 BOLL 0.0 Rep Stress Ina YES WS 0.77 Hoa(CT) 0.05 12 We We BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Werght178lb Fr=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 • TOP CHORD Structural wood sheathing directly applied or 3-113 oc pudins. BOT CHORD 2x4 SP No2 BOT CHORD Rigid ceiling directly applied or 8-5-0 on bracing. MBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Right 2x6 SP No.2154) REACTIONS. All bearings 0-8-0 except at -length) 11=Mechanical. ' (Ib)- Max Horz2=155(LCB) Max Uplift All uplift 100 lb or less atjoint(s) except 11=-253(LC 9), 2=-358(LC 8), 14=338(LC 5). 12=120(LC 5) Max Grey All reactions 250 lb or less atjoint(s) except 11=605(LC 18), 2=1249(LC 1), 14=1148(LC 1), 12=422(LC 1) FORCES. (lb)-Max.CompdMax.Ten.-Allfort-052500b)oriessexceptwhenshown. TOP CHORD 23=1948/519, 3-0=1735/520, 4.5=19131697, 5-6=16471573, 6-7=5191378, 7-8=5191378, 8.9�5191378, 9.10=-670/354, 10-11=-50410 BOT CHORD 2.17=-089I7682,16-17=24511225,15-16=245/1225,14-15=413/1281,13-14=2021519, 12-13=202/519, 11-12=2021519 WEBS 3-17=-3671261, 4-17=1801493, 4-15=417/1002, 5-15=1049/437, 6-15=741513, 6-14=10321338, 7-14=335/192, 8-12-2641178 NOTES- 1) Unbalanced roof live loads have been considered forthis design. ' 2) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=S.OW. BCDL=S.Opsf; h=16g; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) N1 plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonwincumefd with any other live loads. 6) Refer to girder(s) for truss to loos connections. 7) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 253lb uplift at joint 11. 358lb uplift at joint 2, 338 lb uplift at joint 14 and 120 lb uplift at joint 12. ' LOAD CASE(S) Standard im NSS Imss Ina _ M*13-CLEMENMIr B7 Cmn 5 1 Job Reference o done southern Truss, FL Pima. FL, 3 951 44 = ZON21-" 139-11 7E5 8.a-6 7b Dead Load Dell. =1191n )a Plate Offsets (X,YI— 12:0-0-4.Ednel. 16:0-1.4.0-0-21, (10:0-2-3,0-081 LOADING(psf) SPACING- 2.0-0 est. DEFL in Ooc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.41 Vert(L-) -0.08 7-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.20 7-14 >999 180 BCLL 0.0 Rep Stress Ina YES WB 021 Hoa(CT) 0.04 6 Na n1a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight:1011b FT=20°A, LUMBER - TOP CHORD 2x4 SP No.2, BOT CHORD 2x4 SP NO2 WEBS 2x4 SP N0.3. OTHERS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0 (min.0-1-0), 2=0-8-0 (min. 0-1-8) Max Ho¢2=139(LC 10) Max UpIi86=257(LC 9), 2=324(LC 6) Max Gmv6=953(LC 1). 2=1112(LC 1) FORCES. Ob) - Max. CompJMax Ten. -All forces 250 Ob) or less except when shown. TOP CHORD 2-3=16461435, 3d=1433/416, 45=1456f435, 5-6=1659/456 BOT CHORD 2-9= S 1413, 8-9=16SM51, 7-8=1661951, 6-7=32911446 WESS 4.7=192/547, 5-7= 390274, 4.9=170/50B, 3-9=3691262 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc puriins. BOT CHORD Rigid ceiling directly applied or 9-244 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vint=160mph (3-semnd gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf, h=16f ; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This buss 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 257 lb uplift at joint 6 and 324111 uplift atjoim 2. LOAD CASE(S) Standard 1 PE 605In Jou Truss 1russ ype MW-la-CLEMaMNE 112 Colnrran a 1 1 Job Reference (optional) -uOIN18T IN35,Y1. YINY1.rL, J9lpl K.a sMN 92P18 PMta.ylpS MdI 83P19lJultltIIWYSVM3. NG Well 1P16:t8:312019 P�901 ID:TSlbx162uVWAXx2pOenmdzS998-19ZcLTVld04vo7p9_ YpivHNUyOND3z54Zc Mg &7-4 t0E-0 15.8-12 2140 23-0-0 1 2-0-0 H 5.7-4 [ 5-0-12 f 5-0-12 I 5-7-4 Dead Load Deft. =1/8 in 4x4 = All 13-9-11 2140 Plate Offsets MY)- 12:0-04.Edge7 [6:040-0 Edgel [11:0-2-3,0-"1 I13:0-2.3 0-"l LOADING(psf) SPACING- 2-M CSL DEFL. In am) Well Lid PLATES .GRIP ' TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(L-) -0.08 8-20 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 Be 0.58 Vert(CT) .0.18 8-20 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.19 Horz(CT) 0.04 6 n1a n/a BCDL 10.0 Code FBC2017fTP12D14. Matrix -MS Weight 107lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2-0-8-0 (m1n. 0-1-8), 6=0-8-0 (min. 0-1-8) Max Horz2=127(LC 7) Max Uplift2=323(1-C 8), 6=323(LC 9) Max Grav2=1105(LC 1), 6=1105(LC 1) FORCES. (lb)- Max. CompA iax. Ten. - Ali forces 250 (lb) or less except when shown. TOP CHORD 2-3=16321432, 3d=1419/413, 4-5=1419/413, 5-6=16321432 BOT CHORD 2-10=38011400, 9-10=1401937, 8-9=-140/937, 6A=26311400 WEBS 4-8=172/510, 5-8=369262, 4-10=-1711510, 3-10=369262 BRACING TOP CHORD Structural wood sheathing directly applied or4-3-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-6-6 no bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-160mph (&second gust) Vasd=124mph; TCDL=5.Cpsf; BCDL=5.0psf; h=16R, Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3)AII plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 323 lb uplift at joint 2 and 323 lb uplift at joint 6. LOAD CASE(S) Standard i 51 PEs7�C051n �� 7 — 1M ' j O ���0RIOpi'%��� Joo 11USS NSs type y MW-13 CLEMENTINE 69 Cmm� supported Galva 1 1 Job Reference ftlioriall Sawll,ern N69, Ft. Pierre, FL, 34951 414 = 3x4 = Plate Offsets Mir- 124:0-2J,0-0-81, I26:0-2.3.0-0-9 LOADING(psf) SPACING- 2-0-0 CSL DEFL in (too) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Ven(LL) -0.03 13 nir 120 MT20 2441190 TCDL 15.0 Lumber DOL 125 Be 0.09 Vert(CT) -0.06 13 nlr 90 BCLL 0.0 Rep Stress Ina YES WB 0.08 Horz(CT) 0.00 12 n1a nla BCDL 10.0 Code FBC20171rP12014 MatrixS Weighb119lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 • TOP CHORD Structural wood sheathing directly applied or 64)-0 oe purims. BOT CHORD 2x4 SP No2 BOT CHORD Rigid ceiling dreatly applied or 10-" ce bracing. OTHERS 2x4 SP No.3 - REACTIONS. All bearings 21-4-0. (Ib)- MaxH=2=127(LC6) Max Uplift All uplift 1DO Ib or less etjolnt(s) 20, 21, 22, 23, 17, 16,15, 14 except 2=122(LC 4), 12=104(LC 5) Max Grav All reactions 250Ib or less aljoint(s)18. 20, 21, 22, 23,17,16,15. 14 except 2=321(LC 1). 12-321(LC 1) FORCES. Val - Max. CompJMax. Ten. - All forces 250 (lb) aless except when shown. NOTES- 1) Unbalanced roof INe loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--160mph (3second gust) Vasd=124mph; TCDL=5.OpsF BCDL-5.0psf; h=16ft; CaL 11; 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. Fa studs exposed to wind (nomad to the face), see Standard Industry Gable End Details as applicable, or rmnsuft qualified building designer as per ANSUTPI 1. 4) All plates are 1x4 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 24)0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconanrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21. 22, 23, 17, 16, 15, 14 except al -lb) 27-122,12=104. 9) Beveled plate or shim required to provide full bearing surface with truss chord at)olnt(s) 2. LOAD CASE(S) Standard \\���AJM �54�-�1 ♦ i PE�7�05y) _ 5 ATE -OP NA JOD Truss Imss type MMI3CLEMEl LINE C1 Haft Mp 1 1 .bh Reference o tional .lWa,an„lu4,rc r,arm, rl, .»aa, 'aLJaS M9laNsa rnncaLiVamar a[aIa NJIaxN m wSo Nprl a Iola=w19' 1 ID:TSIbxr62uVwAXx2pOenmdz599B-JL7 Yo1NMpkCmO9 YdI513uHgpePOgG6lnhHmVz942b 7-0-0 114i 4 16-8.0 7-0-0 4-64 4-11-12 4x5 = 3x4Dead Well. =118 in = - 2x411 2 3 4 8 7 3x4 = 3x4 = 3.4 = 3,01 — 7•0FO 10-2-0 %7-8 168.0 i i 3-2-0 i 45$ 7-00 1 24L8 Plate Offsets (X.Yi- 11:0-2-0.Ed9e), i2:0-2-12,0-2-0) LOADING(pst) SPACING- 24)-0 CSI. DEFL In (too) Bdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.13 B-11 >679 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.56 Vert(CT) -0.18 8-11 >467 180 BCLL 0.0 Rep Stress Inv YES WB 0.22 Horz(C) 0.01 5 n/a rda BCOL 10.0 Code FBC2017rrP12014 Matrix -MS Weight 77 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 • TOP CHORD Simcturel wood sheathing direc0y applied or 6-0-0 oc pudins, except BOT CHORD 2x4 SP No2 end verticals. WEBS 2x4 SP No.3- BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REJECTIONS. All bearings 10-2-0 except fit --length) 5=2-". 6=0.38. (Ib)- Max Horz1=176(LC 8) Max Uplift All uplift 100 lb or less stjolnt(s) I except 8=231(LC 5), 5=210(LC 5) Max Grav All reactions 250lb or less at)oint(s) 6 except 1=310(LC 1). 8=743(LC 1), 5=340(LC 1). 1=310(LC 1) FORCES. (ib) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. BOT CHORD 7-6=15&271, 6-7=1581271, &6=156271 WEBS 2-8=364/190, 3-6=2691197, 3.5--3201184 NOTES- 1) Wind: ASCE 7-10; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=S.Opst BCDL=5.0psh h=16ft; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcu enl with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1.1 except (it -lb) 8=231, 5-210. LOAD CASE(S) Standard \\\\\`\\1\M fe4////Z PE%76_051i x ;=@r�N 70NA im NSS iruss type MW-13C1EA.IEMINE C2 Helf Nip6taler 1"Ity Fly 1 1 ' Job Reference . floret South= L, 30951 4x7 = 1x4 it Dead Load Dell. - 118 In 3x7 = 15 16 • 17 18 > wo10-10.0 1643-0 5-0-0 S1M S1M Plate Offsets MYI-r3:0-6-40-2-4t (6:0-3-00.1.8117:0-2-00-1.81 r10:0-2-30-0-et - - LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Doc) Vdefi Lld PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.86 Vert(LL) 0.15 7.9 >999 240 MT20 244/190 TCOL 15.0 Lumber DOL 125 BC 0.71 Vert(CT) -0.17 7-9 >999 180 SCLL 0.0 Rep Stress Ina NO WB 0.76 Hom(CT) 0.03 6 n/a n1a BCDL 10.0 Code FBC20171rP12014 Matrix -MS Weight 84 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 ' TOP CHORD BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3BOTCHORD OTHERS 2x4 SP No.3 WEBS REACTIONS. (size) 6=0-8-0 (min. 0.1-8), 2-0-8-0 (min. 0-1-10) Max Hom2--M1(LC 8) Max Uptgt6=877(LC 5). 27--854(LC 8) Max Grav6=1295(LC 32), 2=1354(LC 29) FORCES. Qb)-Max. CompJMac Ten. -All forces 250(Ib)orless exceptwhen shovm. TOP CHORD 23=-234111523, 3-16=217011485,1576=217011485, 4-16=2170/1485, 4-17=-217011485,17-18=217011485, 578=217011485, 6{=11881879 BOT CHORD 2-9=14192049, 9-19=142812078,19-20=14282078,_ 8-20=142812078, 7.8=142812078 WEBS 3-9=1681530, 4-7=7121705, 5-7=157712301 Structural wood sheathing directly applied or 3-2-8 oc purilns, except and verticals. Rigid ceiling directly applied or4-11-3 oc bracing. 1 Raw at midpt 5-7 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wmd: ASCE 7-10; Vuit=160mph (3-second gust) Vesd=124mph; TCDL=S.Opst; BCDL=5.0psf; h=16ft; Cat It; Exp C; Pant End., GCp1=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate dramage to prevent water ponding. 4) All plates amYAT20 plates unless othervrise 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 100 lb uplift atjoint(s) except at -lb) 6=877. 2=854. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 279 lb down and 353 lb up at 5-0-0, 166 lb down and 184 lb up at 7-0-12. 166lb down and 184 th up at 9-0-12. 166 Ill down and 184 Ill up at 11-0-12, and 166 lb down and 184 lb up at 13-0-12, and 166 lb down and 184 lb up at 15h12 on top chord, and 379 lb down and 202lb up at 5.0-0, 63lb down and 24 lb up at 74112, 63lb dram and 24 lb up at 9-0-12. 631b down and 24 lb up at 11-0-12, and 63lb down and 24 lb up at 13-0-12. and 63 lb down and 24 lb up at 15-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=125, Plate Increase=125 Uniform Loads (pit) Vart 13=70, 3-5=70, 6-12-20 �n�Vert3=72(LoadsF) 9--169(F) 4=67(F17=-35(F)15=-67(F)1�7(F)17=fi7(F)16=67(F)19=35(F) 20- 35(F) 21=-35(F) 22=- \tET.p.�`G -fir �` - ily� ONALLE�G job truss Ituss type L1W-13LLEMENRNE GI2 DIAGONALHIPGIRDER 1Qty Fly 1 1 Jab Reference (optional) soemem nose, rL YI91®, rL.'saaal 3 nun: U. U a Nar a LYIe H 02W a Mar a Zola M I lMu9mE9, Nc WW Ap1101M19:M 2ota Peas 1 ID:TSIbw62uVs AXx2pOenmdzS9gB-FkFkzUXcLLSUfSVkg2nZOU=ci(TnUnGPUSAOgOzS42Z 0-b11 3A 1.5 05.11 3-510 Plate Offsets (X.Y1- 12:0-7s.DA-81,16:0-23.0-0-01 LOADING(psf) SPACING- 24)-G CSI. DEFL In poc) tde8 Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.75 Vert(LL) 0.06 9 >796. 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.05 9 >891 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0.02 3 nla nla BCDL 10.0 Code FBC2017frP12014 Matrbc-MP Weight 21 lb FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP Nc.2 OTHERS 2x4 SP No.3. REACTIONS. (sae) 3=Mechanical, 2=0-60 (min. G-i-B), 4=Mechanical Max Hoa2=144(LC 4) Max UpliG3=-33(LC 8), 2=384(LC 4).4=F5(LC 17) Max Gmv3--36(LC 31), 2--476(LC 1), 4=94(LC 20) . FORCES. Olt)- Max. CompJM=. Ten. -All forees 250 Qb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-115 oe pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3aecond gust) Vasd=124mph; TCDL=5.Ops . BCDL=5.0ps , h=16fi Cat 11; Exp Q. End., GCpI=0.18; MV4FRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates areMT20 plates unless otherwise indicated. 3) This buss has been designed for a 10.0 psf bottom chord live bad nonconcti ent with any other We loads. 4) Referto girder(s) for truss to buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) 3,4 except Qrlb) 2-384. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)19lb down and 19 lb up at 1-6-1, and 108Ib down and 1381b up at 1-6-1 on top cJhord, and 7lb down and 41 ib up al 1-6-1, and 45Ib down and 96Ib up et 1-6-1 on bottom chord. The designiselecdon of such connection device(s) Is the responsibility of others. 7) In the LOAD CASE(S) section, bads applied to the face "a truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-70, 4A=20 Concentrated Loads Qb) Vert 13=57(B)14=47(F=7, B=53) PE 605 h 0 ` S ATMF oNA `(�NG \��� job 11russ imss iypa ply MW-13-CLEMENTINE CJ3 Diagonal HT Glider t 1 Job Reference (optional) SWNam TARS, FL PlelOq rL.,: 1P 1 3 nun:nzaua rear nxelntoneeamar atolerwhea mausam, bic We0 10161695 Z019 Po e1 ID:TSIbxu62uVsrAXx2pOenmnm dzS99B-jwo7BpYEBFaLHc7wDmJmdi neojHDDvrlvxnn7zu�azv 4-2-2 4-2-2 Plate Offsets (XY)- f2:0-5-5,0-041. (5:0-2-3,0-"1 LOADING(psf) SPACING- 24)-0 CSI. DEFL in Poo) Odefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) .0.05 4-11 >975 240 MT20 2441190 TCDL 15.0 LumberDOL 1.25 BC 0.29 Vert(CT) -0.05 4.11 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 2 We Na BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight 22lb FT=213% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No2 OTHERS 2x4 SP No.3- REACTIONS. (size) 3=Mechanin1,2k10-15 (min. 0-1-8),4=Mechaniml Max Horz2=148(LC 4) Max Uplf83=56(LC 8), 2=-311PLC 4), 4=17(LC 17) Max Gw3=76(LC 31). 2=391P-C1), 4=65(LC 20) FORCES. (Ib)- Max. CcmpJMax. Ten. - All forces 250 Pb) or less except when sham. BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 be puriins. BOT CHORD Rigid wiring directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsr, BCDL=5.OpsF, h=16R; CaL II; Fxp 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 bad nbnconcunent 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 We capable of withstanding 100It, uplift atjoint(s) 3, 4 except Gt=-lb) 2=311. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)19 lb down and 19 Ib up at 1-&1, and 1(18 lb down and 138It, up at 181 on top chord, and 7In dawn and 11 lb up at 1-6-1, and 45lb down and 96 It, up at 1-6-1 on bottom chord. The deslgn/seleraon of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Incresse=1.25 Undomh Loads (plQ Vert 1-0=70, 4-9=20 Concentrated Loads Pb) Vert: 12=57(B)13=47(F=7, B=53) M \\` 131 -O 1 S MFOF - -` 3C Job truss Iniss type MW-13CLEMENTINE WS Ermaorw Hip Girder 1 1 Job Reference (optional) Souul env Truss. K pl�. FL. 34MI Plate Offsets OM- 17:0-2-3,0-0-81 LOADING(psf) SPACING- 2-M CSI. DEFL In (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.19 6-13 >420 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.55 Vert(CT) -0.21 6-13 >385 180 BCLL 0.0 Rep Stress Ina NO WB 0.08 Horc(CT) 0.00 2 We n/a BCDL 10.0 Code FBC20177fP12014 Matrix -MP Weight 34 It, FT=20% LUMBER - TOP CHORD 2x4 SP NO2 BOT CHORD 2x4 SP No2 WEBS 2x4 SP N0.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=1VIechanical, 2=0-1 D-15 (min. 0-13), 6=Mec aNrgl Max Hort2=249(LC 20) Max Uplift4=153(LC 20), 2-370(LC 4), 6=163(LG 8) Max Gmv4=98(LC 16), 2=498(LC 31), 6=329(LC 31) FORCES. (Ib) - Max. Comp.lMax. Ten. - All faces 250 (Ib) or less except when sham. TOP CHORD 2-14=3381143,14-15=261/109 BOT CHORD 2-16=1931259, 16-17=193/259, 6-17=193259 WEBS 3-6=357/266 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid calling directly applied a 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psF h=16ft; Cat II; Exp C; Part End., GCpi=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumnit with any other live loads. 4) Referto girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 DO lb uplift atjoint(s) except at -lb) 4=153, 2=370, 6=169. 6) Hanger(s) or other connection devica(s) shall be provided sufficient to support concentrated load(s)139 lb down and 138 lb up at 1-6-1, 1391b down and 1381b up at 1-6-1, and 108 fb down and 1041b up at 4-4-0, and 108Ib down and 1D41b up at 4-0-0 an top chord, end 45 lb dawn and 96 lb up at 1-6-1. 45 lb down and 96 lb up at 157, and 36 lb down and 3lb up at 4-4-0. and 36 lb down and 31b up at 4 4 on bottom chord. The design/selection of such.cannection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) or bark (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Inaease=1.25, Plate, Increase=1.25 Uniform Loads (pit) Vert 1470, 5-11=20 Concentrated Leads (tb) Vert 14=115(F=57, 6=57)16=107(F=53, B=53) i PFj7A05'jq j MT,� 1 aA 1r5—� y'��U�` M dw Truss imssipe MW-13CLEMF?I71NE C.f7 G4xnal Hip GWer 3 1 Job Reference (optional) aoumem Iru9,rt VItlrB,�L, 3arG1 MM82303M a2m9 Pant era aMar92019MTe IMua4lea,Inc We Apr1016l6a 72019 raget ID:TSIbm62uVsrA)(x2pOenmdzS99B-gJwtoWIIleGg2 WwHILBLGO6b67glxh15rA302ROaZW -2-9-15 5-1-3 9-95 1 2-9.15 5.1-3 l 4A1 h a 5-1-3 9-9-5 ' a1a I d-B-1 i Plate Offsets MY),- I8:0-2a,0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. OEFL. in (too) 11de8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.10 7-14 >999- 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.09 7-14 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.44 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight 49 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 • TOPCHORD BOT CHORD 2x4 SP No2 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanica1, 2=D-16-15 (min. 0-1-8), 6=Mechanical Max Horz2=320(LC 4) Max Upll84=-179(LC 4), 2---461(LC 4), 6=228(LC 8) Max Gmv4=167(LC 1), 2=672(LC 31), 6=416(LC 31) FORCES. (lb) - Max. CompJMa,t. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-15=927/426, 1516=872/438, 3.16=-839/431 BOT CHORD 2-18=-569/855, 18-19--569I855, 7-19=569/855, 7-20=569/855, 6-20---569/855 WEBS 3-7=01284,3-6=923/614 Structural wood sheathing directly applied or 6-2.14 oc pudins. Rigid ceiling directly applied or 7-9-6 oe bracing. NOTES- 1)Wind: ASCE 7-10; Vuff=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=5.Opsf, h=16ft; Cat II; Exp C; Part Encl., GCpl=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss Is not designed to support a riling and is not Intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load noncondurrentwith any other live loads. 4) Referto glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100lb uplift at)oint(s) except Gt=Ib) 4=179, 2--461.6=226. 6) Hanger(s) or other connexion device(s) shall be provided sufficient to support concentrated load(s) 139 lb down and 138 lb up at 1-6r1, 139 lb dawn and 138 lb up at 1-6-1, 108 lb dawn and 104 lb up at 44-0, 108 It, down and 104lb up at 44-0, and 175 lb down and 188lb up at 7-1-15, and 175 lb down and 188lb up at 7-1-15 on top chord, and 45lb down and 96 lb up at 1-&1, 45 lb down and 96 lb up at 1-6-1, 36lb down and 3 lb up at 4-4-0. 36 lb dWm and 3lb up at 44-0, and 59 lb down and 27 lb up at 7-1-15, and 59 lb down and 27lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pm Vera 14=70, 5-12--20 Concentrated Loads (lb) Vert: 15=116(F=57, B=57)17=75(F=a8, B=38)18=107(F=53, B=53) 20=54(F=27,13--27) PEAM051.3 NA 01111111\G 0 ruaa ms5 type ply IxMJA3CLEUE"NE J1 Jar* -Open 9 1 Job Reference o tlonal D-.TSlbm 2U a AX%2pOenmweMar -ST MiTek lnau¢a1w,Irc. Watl r1018:1a392019 pa9a/ ID:TBIb1u62JtVsrAXIQpOenmdrS99B-BWFpsa7Payv84sVwsVVKB SEoXQaF PjBbSZS4ZV -2-0A i 1-0-0 2-0-0 1-0-0 �� Plate Offsets (X.YF- 1204-4,EdgeL [5:0-2-3,0-"] LOADING(pq SPACING- 24)-0 CSI. DEFL In pac) gde0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.00 9 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 125 BC 0.06 Vert(CT) 0.00 9 >999 IS0 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 4 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 10 In Fir=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3' REACTIONS. (size) 3=Mechanical,2-043•0 (min.0-1-8),4-Mechanical Max Horz2=76(LC 8) Max UpliO3=39(1-C 1). 2=160(LC 8). 4=-68(LC 1) Max Grev3=27(LC 10), 2=340(LC 1), 4=45(LC 4) FORCES. pb) - Max. Comp.lMax. Ten. - All forces 250 (to) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-M oc puriins. BOT CHORD Rigid ceiling directly applied or 104)-0 co bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=S.Opsh BCDL=5.Opst•, h=16ft; Cat It; Exp C; Part End., GCpi-0.55; 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 chard live load nonconcument with any other live loads. 4) Referto girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate =Pablo of vidhstanding 100 lb uplift atjoird(s) 3.4 except (t--Ib) 2=160. LOAD CASE(S) Standard PE 7om-h _ .1'(0RI'Dtz -'Z� ////SS�1o1N114�NG \\\\ ni� Truss Iruss Iype y WM3CLEMEMINE JIA Jo&-opan 2 1 Job Reference a tlonal ..�•.- _•��. ID.TSIbxr62uVSrAXI¢pOenmdrS9BWdOCbIAtSmmD�hShNk57(gd8d jV'8.8.NteVbzS@L 1-60 1 20 = LOADING(psf) SPACING- 2-00 CSI. DEFL in floc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Ven(LL) .0.00 6 >999 240 TCDL 15.0 Lumber OOL I 125 BC 0.01 Vert(CT) -0.00 6 >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 FBC2017ffP12014 Matra -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=04-0 (min. 8-1-8), 2=Mechanical, 3=1VIechanical Max Hors 1=25(LC 8) Max UpliRt=B(LC 8L 2=16(LC 8), 3=-0(LC 8) Max Grav1=44(LC 1). 2=26(LC 1). 3=19(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -A0 farces 250 Qb) or less except when shown. PLATES .GRIP MT20 2441190 Weight 3lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 143-0 oc pudins. BOT CHORD Rigid calling directly applied or 10-041 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; 6CDL=5.Opsg h=16f ; 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 pal bottom chord live lead nonconartent with any other live loads. 3) Refer to girder(s) for truss to buss connections. 4) Provide mechanical connectlon (by others) of truss to bearing plate capable of withstanding 1001b uplift at)oint(s)1, 2.3. LOAD CASE(S) Standard 0 TUss niss ype My MW-134LEMErITINE J1a ink -open 1 1 • Jab Reference (optional) U Ff�lerm,FL, 3951 LOADING(ps) SPACING- 2-0-0 CSI. DEFL In (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Ven(LL) 0.00 6 ntr 120 MT20 244I190 TCDL 15.0 Lumber DOL 125 I BC 0.02 I Vert(CT) I -0.00 6 Nr 120 I BOLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 n1a nla _ BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: a lb FT=20% LUMBER - TOP CHORD 2x4 SP No2 SOT CHORD 2x4 SP No2' REACTIONS. (sae) 2--Mechanical,3-0-4-0 (min.0-1-8) Max Horz2=82(LC 1). 3-82(LC 1) Max Uplif12=23(LC 8), 3=7(LC 8) Max Grev2=66(LC 1), 3=23(LC 1) FORCES. (lb)- Max. CompJMax. Ten. - Ali forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1.0-0 oc purilns. BOT CHORD Rigid ceiling directly applied or 6-M on bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Ope, BCDL=S.Opsh h=16ft; CaL 11; Exp C; End., GCpi=O.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 nonoonartent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 2, 3. 5) Non Standard bearing condition. Review required. LOAD CASE(S) Standard PF17 05 (� _ r oNA 1 IENG \\\\ mee ruse iype MW-13-CLEME"NE J2 Jack-Ww 1 1 Job Reference 'onal SeUIRMm�s9, Ft. Pierre, FL, 34951 Ka. $Mar BW35rtrit5.TJOe Mar BZp'ar�Tax WueLbs, pw. WBC Apr 101G1aA0201B 1 ID:TSlbxr62uVuA)bQpOanmd,,Sg9B-4udl W.BDdNN7t J,wzeIDnN1 URuUIH.1ZI 2-10A 2-10-8 2x4 = 2.10-8 LOADING(psf) SPACING- 2-0-0 CS1. DEM. In Qoc) Well Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 3.6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 8C 0.10 Vert(CT) -0.01 3.6 >999 180 BCLL 0.0 Rep Stress Inv YES WB 0.00 Horz(CT) -0.00 2 Na nla BCDL 10.0 Code FBC20171rP12014 Matrix -MP Weight 9lb FT=20.Y LUMBER- - BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.10.8 cc pudlns. SOT CHORD 2x4 SP No.2 • BOT CHORD Rigid calling directly applied or 10-" oc bracing. REACTIONS. (size) 1=04-0 (min. 0-1-8), 2=Mechanical, 3=MechanlmI MaxHoa1=70(LC 8) Max Uprd11=24Q.0 8), 2=57(LC 8), 3=4(LC 8) Max Gmv1=127(LC 1). 2=84(LC 1), 3=55(LC 3) FORCES. (lb) - Max. Comp./Max Ten. -AM forces 250 Qb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vint-160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; CaL II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonooncu err with any other live loads. 3),Refer to girder(s) for hues to buss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoim(s)1, 2, 3. LOAD CASE(S) Standard 0; SATE F job Truss Inuss lype y MW-13CLEMMONE J2G JadpOpen Gdr 1 1 'IQ" Job Rate..o tionai Sm4w,n Truss, Ft. Platte, FL, 34951 Plate Offsets MY)- 11:0-"10-0-111 ' LOADING(pq SPACING- 2-0-0 CSI. DEFL in (roc) IldeB Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vart(LL) 0.02 3-5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.85 Vert(CT) -0.03 3-5 >999 180 BCLL 0.0 Rep Stress Ina NO MB 0.00 HOR(CT) 0.00 3 We nla BCDL 10.0 i Code FBC2017/rP12014 Matrbr-MP Weight 12 lb FT=20% LUMBER - TOP CHORD 2x4 SP NO2 BOT CHORD 2x6 SP No2 REACTIONS. (size) 1=0-4-0 (min.0-1-8),2=Mechanical, 3--Mechanical Max Horz1=70(LC 21) Max Upliftl=323(LC 8), 2=-71(LC 8), 3>125(LC 8) Max Gmvl=1228(LC 1), 2=157(LC 1).3=471(LC 1) FORCES. (Ib)- Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-8 oo pudins. BOT CHORD Rigid ceiling directly applied or 8.5-0 toe bracing. NOTES- 1) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=5.Opsh BCDL=5.Opsh, h=168; Cat II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This buss has been designed for a 10.0 psf bottom chord live load nonconcorrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Refer to girder(s) for truss to thus connections. 5) Provide mechanical connection (by others) of truss to treating plate capable of withstanding 100 lb uplift atjoint(s) 2 except 61=4b)1=323, 3=125. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1604Ito down and 444 lb up at 0-11-4 on bottom chord. The desigNselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, leads 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 Inuease=125, Plate Inrmase=1.25 Unions Leads (pit) Vert 1-2=70, 13=20 Concentrated Loads (Ib) Vert: 5=1604(F) M7f051rl COR{D_i'�� N Joe cuss Iruss lype Mw-13CLEMOMNE A Jade -Op- 7 1 'ID" Job Reference o tional `.,WM6m I MW I r c rcerm, r", a 1 nun:C.[ive. aLel`Jrnl¢u.xsremar axulaMndOelTAG3 ID:TSIbru62uVsrAloLpOemdzS998-0GjmlDtlGWMJ 51YM1;=1 I 2-0-0 I• 3-0-0 3-0-0 3-0-0 Plate Offsets MY)- f2:06-4.0-0-101 r5:0.2ag-o-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (roc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 . ' Vert(LL) -0.01 4-9 >999 240 MT20 244I190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.01 4-9 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 We r9a BCDL 10.0 Code FBC2017rrP12014 Matrfx-MP Weight 16 lb F7=20% LUMBER - TOP CHORD 2x4 SP No2' DOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3' REACTIONS. (sae) 3=Mechanical, 2=0-0-0 (min. 0-16), 4=Mechanical Max Hoag=146(LC 8) Max Uplitt3=78(LC 6), 2=137(LC 8) Max Gmv3=86(LC 13), 2=328(LC 1). 4=45(LC 3) FORCES. Qb) - Max. Comp./Max. Ten. -All forcers 250 (lb) or less except when shown. BRACING-' TOP CHORD Sbucmml wood sheathing directly applied or 3-0.0 no purfins. BOT CHORD Rigid ceiling direedy applied or 104-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF BCDL=S.OpsF, h=16t Cat II; Exp C; Part. Encl., GCp".55; MWFRS (erweiope); 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 nonconcurrenl with any other live loads. 4) Refer to gilder(s) for thus to truss connections. 5) Previde mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift atjoirlt(s) 3 except at -lb) 2=137. LOAD CASE(S) Standard r aFarnxi f Joe fuss imm Iwo y MW-13-rL M` nllr J3A Jaa-open 1 1 -ID'yIF Job Reference(o tiorral SouNam rues, Plena, FL, 30951 R=m us Mar 9T019PMC823os Mar 92p19 MTeK NtlusWes, lrw ad Apr 101619:422019 eat ID:TSM)a62uVs AXx2pOenmdrS998-0GjmfDddio71dh9G8bcS)Mwr9vMOEalO.6p6wz5 1 30.0 r 3-0-0 i 0-6-0 2-024-0 0-8-0 -0 Plate Offsets MY1-- 11:0-1-4.Edcel LOADING(psf) SPACING- 24)-0 CSI. DEFL In Poo) Ildet Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC, 0.10 Ved(LL) 0.00 4 >999 240 MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC 0.10 Ved(CT) 0.00 4 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 2 We We BCDL 10.0 Code FBC2017ITP12014 Matrix -MP - WeighC10lb Fr. =20% LUMBER - TOP CHORD 2x4 SP No.2 GOT CHORD 2x4 SP 1,102 REACTIONS. (size) 2=Merhaf inl, 3=Mechanical, 4--G-M (min. 0-1-8) Max Horz4=105(LC 8) Max Uplift2=82(LC 8), 4=73(LC 8) Max Gmv2=-77(LC 13), 3=25(LC 3), 4-210(LC 13) FORCES. Pb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purOns. BOT CHORD Rigid ceiling direc8y applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF BCDL=5.Opst; h=16$ CaL II; Exp C; Part End., GCpi=0.55; MWFRS.(envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Ali plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with arty other live loads. 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjcird(s)2, 4. LOAD CASE(S) Standard EN PEA76051n i � 1 - -0 � �SJA 7 —16-1vz4C� �� .n •,GOR19P q NI IAI11��G job Iruss I cuss lype Ply MW-134NEMENnNE J3G Jack -Open G'edar 1 1 Job Reference LopgonL91 Sctflharn TrucS, ft FKNQe, L., 34951 30 i LOADING(Psf) SPACING- 2-0-0 CSI. DEFIL in Qoc) gdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.41 Vert0.03 3-6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 I BC 0.66 I Vert(CT) -0.04 3-6 >876 180 I BCLL 0.0 Rep Stress Ina NO WB 0.00 HorzC 0.01 1 Na n1a BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Weight 9lb FT=20% LUMBER- - BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 2-1 INS w pudins. BOT CHORD 2x4 SP No2' BOT CHORD Rigid ceiling directly applied or 10-0-0 w bracing. REACTIONS. (size) 1=0-6-0 (min. 0-1-8), 2=Mechmlml, 3=Mechaniwl Max H=1=7O(LC 8) Max Uprdtt=200(LC 8), 2-90(LC 8), 3=-56(LC 8) Max Gmvl=526(LC 1). 2=153(LC 1), 3=160(LC 1) FORCES. (lb)- Max. CompJMax Ten. - All forces 250 Qb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vu@=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsh BCDL=5.OpsF, h=168; Cat 11; Exp C. Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 Pat bottom chord free Toed nonconcum nt with any otherlive loads. 3) Refer to girder(s) Wbruss to truss connections. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) 2, 3 except Qt=lb)1=200. 6) Hanger(s) or other connection device(s) shall be provided sufficient to suppod concentrated load(s) 586 lb down and 2721b up at 0-10.12 on=m chord. The designlselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, Ikeda applied to the few of the buss am noted as front (F) or bark (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) . Vero 1-2=70, 34=20 Concentrated Loads Qb) Vero 7=-586(F) ` ' _'`fir♦`- / PE�7ft051n � "�-6 ` S Alt?Cr j Job 1russ I Was lype ) MW_13GlEMEMINE M Jack -OW it t Jab Reference Lopgonall m roes, Ft Pier®, L, mot LOADING(psf) SPACING- 2.0-0 as]. DEFL In (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.33 Vert(LL) 0.05 4-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 024 Vert(CT) -0.06 4-9 >999 180 BCLL 0.0 Rep Stress Inv YES WB 0.00 Horz(CT) -0.00 3 nla nfa BCDL 10.0 Code FBC2017JTP12014 Matrix -MP Weight 221h FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 • TOP CHORD Structural wood sheathing directly applied or 54)-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing. OTHERS 2x4 SP N0.3 REACTIONS. (size) 3=Mechanical, 2-0-8-0 (min. 0-1-8), 4=Medlanicai Max Horc2=217(1-C 8) Max Uplffl=151(LC 8), 2=159(LC 8), 4=4(LC 8) Max Grav3=169(LC 13), 2=397(LC 1). 4-89(LC 3) FORCES. (lb) - Max. CompJMm. Ten. -Afl forms 250 (Ib) or less exmptwhen shown. NOTES- 1) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsh BCDL=5.Opsf; h=168; Cat II; Exp C; Part End., GCpi=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip OOL=1.60 2) All plates are MT20 platesunless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live Iced nonconcofrent with any other live loads. 4) Referto girder(s) for truss to buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding .100It, uplift at)oim(s) 4 except (PIb) 3=151, 2=159. LOAD CASE(S) Standard o russ Iruss 1we Fly MW-131-"ENmNE J5A Jars -Open 7 1 ' .lob Reference o tlonal .1'oumem rNS9, rL raven, rL, aa9at rumeaws Mar 9=19 P... 5T aMar 92019w9 IMUWfea,Ix WWApr1016:18;45 Pe9e�1 ID:TSM)a62uVwAXY2pDe mdzS99B-RrPuHFgWfjrWU8urpsU9KowbV28571_OmKTjF25aZ ) NOM STP= 080 560 I 08-0 F 44-0 I Plate Offsets (X.Y}- r1:0-6-4.0-0-101 " LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Ono) Well Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC 0.27 Ven(LL) 0.02 3-4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 026 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 Rep Stress I= YES WB 0.00 Horz(CT) -0.02 -2 nla n1a BCDL 10.0 Code FBC2017frP12014, Matrfx-MP Weight 161b Fr=20% LUMBER - TOP CHORD 2x4 SP No.2' SOT CHORD 2x4 SP No2 REACTIONS. (size) 2=Mechanimi, 3-Mechanical, 4--0-8-0 (min. OA-8) Max Horz4=176(LC 8) Max UpIM2=150(LC 8). 3=1(LC 8). 4�102(LC 8) Max Gmv2=755(LC 13), 3=71(LC 3), 4=292(LC 13) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc puriins. BOT CHORD Rigid ce0ing directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF, BCDL=5.Opsh h=16ft; Cat 11;.Exp C; Part Encl., GCpi-0.55; MWFRS (envelope); Lumber DOL=1.60 date grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This buss has been designed for a 10.0 psf bottom chord live bad nanconcurrent with any other live loads. 4) Refer to girders) for truss to buss connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding.100 lb uplift atjoint(s) 3 except (p=1b) 2=150. 4=102. LOAD CASE(S) Standard PE17605jq ///S8/11NALI*0NN JOb Nss fruss type MW-13CLEMENTINE J7 .IadeOpen 12 1 Jab Reference (optional) ao =nuns, rc vir ,r,.:+ , i 7-0-0 7-0-0 Dead lid Defi.-1181n A Plate Offsets KY)- f2:0-",0-0-101. 15:0.2-3.0-0-81 LOADING(psf) SPACING- 2-0-0 CSL DEFL In (loc) I/de8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.75 Vert(LL) 020 49 >409 240 M1T20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.55 Ved(CT) -024 4-9 >348 180 BCLL 0.0 Rep Strass Inrr YES WB 0.00 HOR(CT) -0.01 3 n1a nla , BCDL 10.0 Code FBC20 771TP12014 Matmc-MP Weight: 28 lb Fr 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No2 OTHERS 2x4 SP No.3 REACTIONS. (sae) 3=Mechanical, 2-0-8.0 (min. 0-1-8), 4=Mechanical Max Ho22=288(LC 8) Max Uplift3=221(LC 8), 2=188(LC 8), 4=9(LC 8) Max Gmv3=248(LC 13), 2=478(LC 1), 4-131(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - A8 forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing. NOTES-, 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Dpst h=1611; CaL II; Fxp C; Part. Encl., GCpl=0.55; MIWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (It -lb) 3=221, 2=188. LOAD CASE(S) Standard ion 1M5S Was lylie M0-13-CLE VENTME V2 Valley 2 1 doh Refereme o tional AID:TSIEmfi2uVuAXx2pOenmdrS99B-VtzHl16g8W 1uSIf1PIa70H1Tgf8YvICEAFy40FhrzS`4ZN 2 7 2x4 LOADING(psl) SPACING- 2-0-0 CSL DEFL. In Von) Mail Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vart(LL) n/a - nla 999 MT20 2441190 TCDL 15.0 LumberDOL 125. BC 0.03 Veri(C7) rife - We 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-P Weight 5lb FT=20% LUMBER- - BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2.0-0 oc pur ins. BOT CHORD 2x4 SP No.3 • BOT CHORD Rigid ceiling directly applied or 104)-0 no, bracing. REACTIONS. (size) 1=2-0-0 (min. 0-1-8), 2-2-0-0 (min. 0-1-8� 3=2-0-0 (min. 0-1-8) Max Horz1=35(LC 8) Mm Upllftl=12(LC 8), 2=36(LC 8) Max Gmvt=62(LC 1). 2--48(LC 1), 3=28(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7.10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.0pst h=161t Cat II; Exp C; End., GCpi-0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live bads. 4) Bearing at)oint(s) 2 considers parallel to grain value using ANSVWI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s)1, 2. LOAD CASE(S) Standard M13/_ F�`1-/�/ 05 NVA job Iruss fruss ype ry M*13LLEMENTINE V4 Veiby 2 1 ' Job Reference optional) ........... ... ....................... m.,nc.wmeprmlRol: aia rapes ID:T9Ibxr62uVgAX)QpOenmdzS99BIJEXfuNnHL5eJS2DwHWdODOwasgRlfT'Jicpao7z54ZM 4-0-0 4-0-0 h 2 3 2x4 S- 2x4 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (hoc) Ilde6 Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 125 TC 0.35 Vert(LL) We - rue 999 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.21 I Vert(CT) n/a - n1a 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hom(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight 141b FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 1=44)-0 (min. 0.1-8), 3=4-0-0 (min. 0-1-8) Max Horz1=81(LC 6) Max Uplifts=28(LC 8), 3=-69(LC 8) Max Gmvl=146(LC 1).3=146(LC 1) FORCES. (lb) -Max. Comp./Max.Ten.-All forces 250 Qb) orless except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-M oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-11-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult--160mph (3-semnd gust) Vasd=124mph; TCDL=5.OpsF, BCDL=5.0pst h=16ft Gatti; Exp C; End.. GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed fore 10.0 psi bottom chord live load ndnconcu ent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable oiwithstanding 100 lb uplift atjoint(s)1, 3. LOAD CASE(S) Standard IOt=JRn51. r NAL cuss Iruss lype Uty Fly MW-13CLEMENTINE VS Valley 1 1 Jab Reference o 'onat ID:T5161�v62uVvAXa�'lpOenrtdz899&iO51vHi02eDVLx�U_2syRY4�GAwni6SiGZ7Ka�4Zl. 2 3 294 2x4 II LOADING(Psf) SPACING- 240-0 CST. DEFL. In (loc) Ildell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.43 Vert(LL) Na - No 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) Na - Na 999 BCLL 0.0 Rep Suess Ina YES WB 0.00 Horz(CT) 0.00 Na Na BCDL 10.0 Code FBC2017r P12014 Matrix-P Weight 15lb FT = 20% LUMBER- _ BRACING- ' TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 44-0 oc pudins, except BOT CHORD 2x4 SP No.3 • end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. RFACTIONS. (size) 1--0-0 (min. 0-1-8), 3=4-4-0 (min. 0-1-8) Max Horz1=89(LC 8) Max Uplift1=31(LC 8). 3=76(LC 8) Max Gmvl=161(LC 1). 3=161(LC 1) FORCES. Qb) - Max. CompJMax. Ten. - All Tomes 250 Qb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Volt=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=1611; Cal. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonce anent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASES) Standard ENSF�'�'r�1-�ii ! P05 �T f l`�•S I �_ job Truss Iruss lype Dry Mw-13CLEMENTINE W Valley 1ply 1 t Joh Reference (optional) ae�mvn ,r ,r rie,va r..,.,raai W11 2 3 20 2x4 11 I LOADING(psf) SPACING- 24)-0 C51. DEFL in (loc) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC US Vert(LL) We - Na 999 MT20 2441190 TCDL 15.0 LumberDOL 125 SC 0.58 Vert(CT) Na - n1a 999 BCLL 0.0 Rep Stress Ina YES WS 0.00 Hord(CT) 0.00 n1a Na BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight 21 lb - FT=20-A LUMBER- - BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 • BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (sua) 1=84)-0 (min.0-1-6), 3=6-M (min. 0-1-8) Max Horz1=131(LC S) Max Up1ift1=-WLC 8), 3=111(LC 8) Max Gmv1=236(LC 1). 3=236(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.OpsF, h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 - 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumam with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1 except at --lb) 3=111. LOAD CASE(S) Standard C PE77605'bT � I --oi Ms A :ii��c�` �CORIOQ%���