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Home My WebLink AboutTRUSS- ; = S�� tuber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 RUUF These truss designs rely on lumber values established by others. = TRU55E5r---R-tC-E1-VE--D---J A FLORIDA CORPORATION RE: Job 71992 MAY 212018 A-1 Roof Trusses 4451 St Lucie Blvd ST. Lucie CouO- 016 111€" Fort Pierce, FL 34946 Site Information: Customer Info- HABITAT ST. LUCIE COUNTY Project Name: 7901 DEER PARK Lot/Block: Model: Address: 7901 DEER PARK AVE FORT PIERCE FL 34951iision: City: County: St Lucie State: FL Name Address and License # of Structural Engineer', of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads'(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 160 MPH Roof Load: 40.0 psf Floor Load: 0.0 psf This package includes -95 individual, dated Truss Design Drawings andi 16 Additional Drawings. FILE COPY With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. I No. Seal # Truss Name Date No. Seal # j 1 A0041298 A01 4/3/18 13 A0041310 2 A0041299 A02 4/3/18 14 A0041311 3 A0041300 A03 4/3/18 15 A0041312 4 A0041301 A03A 4/3/18 16 A0041313 j 5 A0041302 A04 4/3118 17 A0041314 6 A0041303 A05 4/3/18 18 A0041315 7 A0041304 A06 4/3/18' 19 A0041316 8 A0041305 A07 4/3/18 20 A0041317 9 A0041306 A08 4/3/18 21 A0041318 10 A0041307 A09 4/3/18 22 A0041319 - 11 A0041308 A10G 4/3/18 23 A0041320 12 A0041309 I B01 4/3/18 24 A0041321 The truss drawing(s) referenced have been prepared by M7ek Industries, In Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE. -The seal on these drawings indicate acceptance of professional engineering responsibility solelyfor the truss components shown. The suitability and use of components for any particular building is the re building designer, perANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared bas Truss Name Date No. Seal # B02 4/3/18 25 A0041322 B03 4/3/18 26 A0041323 B04 4/3/18 27 A0041324 B05 4/3/18 28 A0041325 B06G 4/3/18 29 A0041326 C01 4/3/18 30 A0041327 CO2 4/3/18 31 A0041328 CO3 4/3/18 32 A0041329 C04 4/3/1 LJ 133 A0041330 f I F% 4/3118 Deer Peark 11 , .,,;.v: 3 u ✓ .Al td*R9t supervisio ,-gMbie parartete ❑ REVISE ❑ NOT REVIEWED By atombo DATE 4/312018 SUBMITTAL# SPEC This re%! ey Ig o-7!y r general con'ornance o tty r ^tit andgeneral Part *16..111i ;R ;theor conic W.s ^lack ui ihesu .dray � s u,� ir:g this review co not relieve Con?ractorlSabwntrac ui i crown?plea s to?f e. reauaeriente of the plans and sped' icatior.s..^ortraaor . respnns; le fcf, , - dn@r� the nd iabrcaticn to be cenrrtmed ana ocrr O te. at l jgb s construction documents (also referred to at times as 'Structural Engineering nts provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents) are specialty structural component designs and may be pa Tomboysigned f h o n Tombo, III project's deferred or phased submittals. As a Truss Design Engineer (i.e., SpecialtyY nN: c=us, sc=Fla Engineer), the seal here and on the TDD represents an acceptance of professional Plerce,o=Whole engineering responsibility for the design of the single Truss depicted on the. Too only Th Tombo, ch= � �o m b o, Tombo, ltl, Building Designer is responsible for and shall coordinate and review the TDDs for - Truss Name CA CJ3 CJ5 CJ5A CJ7 HJ6 HJT HJ8 . J6 J7 A VM3 Date 4/3/18 413/18 4/3/18 4/3118 4/3/18 4/3/18 4/3/18 4/3/18 4/3/18 4/3/18 4/3/18 4/3/18 .y•fo.*V* 1& 04, too Boos. ` • s i* compatibility with their written engineering requirements. Please review all TDDs anal�11 Anthonjsltig��{{{{qq�{�qq11l related notes. DateiY6ftT.dd.d3 tA32st 6voo' SE+RTAL $F 3B BCA22100 0000004C1287DF Page 1 of 2 A-1 ROOF -= TRUSSES A FLORIDA CORPORATION RE: Job 71992 No. Seal # Truss Name Date 37 A0041334 VM5 4/3/18 38 A0041335 VM7 4/3/18 39 A0041336 VM9 4l3/18 40 STDL01 STD. DETAIL 4/3/18 41 STDL02 STD. DETAIL 4l3/18 42 STDL03 STD. DETAIL 4l3/18 43 STDL04 STD. DETAIL 4/3/18 44 STDL05 STD. DETAIL 4/3/18 45 STDL06 STD. DETAIL 4/3/18 46 STDL07 STD. DETAIL 4/3/18 47 STDL08 STD. DETAIL 4/3118 48 STDL09 STD. DETAIL 4/3/18 49 STDL10 STD. DETAIL 4/3/18 ' 50 STDL11 STD. DETAIL 4/3/18 51 STDL12 STD. DETAIL 4l3/18 52 STDL13 STD. DETAIL 4/3/18 53 STDL14 STD. DETAIL 4/3/18 54 STDL15 STD. DETAIL 4/3/18 55 STDL16 STD. DETAIL 4/3/18 Lumber design values are in accordance ,with ANSI(LPI:,1-2007 section 6.3 These truss designs rely on lumber values established by others. a , Page 2 of 2 Job Truss Truss Type Qty Ply A0041298 7A 992 A01 Common 2 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com r 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3.13:53:11 2018 Page 1 ID:?UggeR5hPdn?9luOGdkjalzFdxo-ikOXxO51 rULFEPjTUKmc5uCteminWJWB5Y_FyczUQLs 4.00 12 i 5x6 = Dead Load Defl. = 1/8 in 19 18 1/ 1 — 1b 13 1Z 3x6 — 7x6 = 3x4 = 3z6 = 3x8 = 3x6 = 3x8 = 3x6 11 3x6 = I 8x10 \\ 1-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.83', Vert(LL) 0.14 17-18 >999 360 TCDL , 10.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.28 17-18 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.94, Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` W8,W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-6 oc bracing. WEBS 1 Row at midpt 6-15, 10-13, 3-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. —] REACTIONS. (lb/size) 12 = 1990/0-8-0 (min. 0-2-6) 19 = 1546/0-8-0 (min.0-1-13) Max Horz 19 = 133(LC 12) Max Uplift 12 = -694(LC 9) 19 = -522(LC 8) Max Grav 12 = 1990(LC 1) 19 = 1546(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1039/422, 3-4=-2307/1112, 4-5=-2054/1046,5-6=-1945/1060, 6-7=-1386/760, 7-8=-1384/758, 8-9=-1040/418, 9-10=-1150/400, 10-11=-968/859 BOT CHORD 2-19=-349/1052, 18-19=-349/967, 17-18=-938/2129, 16-17=-761/1896, 15-16=-761/1896, 14-15=-142/1028, 13-14=-142/1028,12-13=-738/984, 11-12=-738/984 WEBS 4-18=-165/276, 7-15=-123/504, WEBS i 4-18=-165/276,7-15=-1231504, 10-12=-1777/1340, 3-19=-1452/1170, 6-15=814/533, 6-17=-9/359, 8-15=221/293, 5-13=-620/588, 10-1 3=-1 216/1906, 4-17=291/191, 3-18=-1794/2479 NOTES- 1) Unbalanced roof live loads have been considered for this design. 1 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TPDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end veitical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 694 lb uplift at joint 12 and 522 lb, uplift at joint 19. LOAD CASE(S) Standard 11 6 PLATES GRIP MT20 244/190 Weight: 219 Ib FT = 10% rwdy.HeaenmyHpenueth•AE IOGF EI'ZESCiRIWa WN'-RW5A(GM'i1168f7fIGRj e{Td'; ACAIUS:fCiYEAi for,ieAfple4p poemtlm�rzsl edes eehic7rrss 8esiQlr�iy{Rw", er�iM An1a71.Te¢si 0i, 1.E.Iderwe Rni �ese. Udesiathme tldelee1"T"I", kiTeivaems rfessisnit rsellrritl0l,kdd. Ascirns IDesdp,atoRV. lM hrpt nvnpuc.le�'aluednus, sraNlry Anthony T. Tombo III, P.E. rA eu Arisl�ssler ey ldilieg itlM seyneitllihdHeG�eer,thOrnis vAhritdo,td girth lnllieE Gesiyne,ageeanddt4e UL6s 6(ai8e hediaYslsrieai Rll. le gymddth TDUeilmhell aedPo Tnss:uJ,d."p.fntye, hshlleAa athmil sidile rsnslas5=:Ard ' 480083 rttlzif�l0es{rtreNftdMa.A"n:esutetlktleTDDaihepr�nesraipildnesdriskileigGsKe�SderyFxS,�ec7n{rtSPpd7isled6pE?Ia1SSfAuereMese3Mnenst�ilan_1tiSh9n54enye:�iS11�ISa0LP.is/!lelleeeDeSIpN,LessJessFesaeamlTn:sMrnle^xee;arss 4411St. LudeBlvd, e�esrialeheellpo(ed:NepeNeHeu Mliy iTdlpm;es lacTrei Thiess GnpEyieeerBAGi:All rqUatit"smemidmq 1011. Fort Pierce, FL 34946 Upyrilbl0rt2016A-Iteelimsses-Aot6anyT.Tomho111,P.E. teprod dionolthisdotnmem,inooylorm,isprohibiiedwithcotthe written permissinnhem A-I9ootlmsses-AnihonyT.Tembo111,P.l. Job Truss Truss Type Qty Ply 71992 A62 Common 1 1 A0041299 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3 13: 3:12 2018 age 1 ID:?UggeR5hPdn?9luOGdkjalzFdxo-Awyv9M6fcoT6sZlf21 Hre5ll YA2iFp3KJCkoU2zUQLr 1-10-07-11-0 14-3-8 21-2-0 28-0 8 34-5-0 34 42-4.0 1-10-0 T1 6-4 8 6-10-8 6-1 0-8 &4-8 0-0 7-10-0 c%3 6 4.00 12 5x6 = 18 17 r"15 14 13 tZ 11 3x8 = 1.5x4 11 3x6 = 3x8 = 3x8 = 3x6 11 3x8 11 3x4 = 3x6 = 1-10-0 i 1-&0I I 7-11-0 V6 1438 21-2-0 28-0.8 34-6-0 34 1p-0 42-4-(1 •71iTs• 6-t-0 a5s6 511-1 6-t0-8 6-10.8 6-s8 0- 7-rr0 Dead Load Defl. = 5/16 in 3x6 = 10 IA 6 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.31 15-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.60 15-17 >651 240 BCLL 0.0 * Rep Stress Incr YES WB 0.73 Horz(CT) 0.06 11 n/a n/a BCDL 10.0 Code'FBC2017/TP12014 Matrix -MS Weight:2071b FT=10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 31 *Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W7,W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-14, 9-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 11 = 2004/0-8-0 (min.0-1-11) 18 = 1382/0-8-0 (min. 0-1-8) Max Horz 18 = -106(LC 17) Max Uplift 11 = -697(LC 9) 18 = -384(LC 8) Max Grav 11 = 2004(LC 1) 18 = 138' (LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2083/944, 2-3=-2317/1163, 3-4=-2113/1101, 4-5=-2082/1115, 5-6=-1413f782, 6-7=-1409f779, 7-8=-1062/438, 8-9=-1172/419, 9-10=-967/857 BOT CHORD 1-18=-970/2104, 17-18=-970/2104, 16-17=-970/2104,15-16=-970/2104, 14-15=-819/1975,13-14=-161/1049, 12-13=-737/983,11-12=-737/983, 10-11=-737/983 WEBS 5-15=-27/352, 5-14=-879/580, WEBS 5-15=27/352, 5-14=-879/580, 6-14=-141/516, 7-14=-222/298, 7-13=-625/591, 9-13=-1236/1926, 9-11=-1788/1348,2-18=-795/629 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)j Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 697 lb uplift at joint 11 and 384 lb uplift at joint 18. LOAD CASE(S) 'Standard w..ynN:en�.ryNrneArv'{a roarnnssrsfua'rWall Rigs aroeincnrrsrMi lr;a:r{eD a;u{rssaYAdrys,plaelmr4ful OnaWNSsonpmig(I!RA rr.1d.;eSh"tbrYlHe.adtnCRN/INddanit TDD,%I Y1Tekummrr'tlts s5�l:-.urfirdelDDta he Nit AseuthTDDWT,9.15-1. Toertdn ssuapaesNder<ntnxs, smanry o III, P.E. TombAn ad en dih Tmsh! tg161al to N. restxsi Iq ON Nut. M Orals aaoritdyedwtk idlfiT Doll.;. ciniddit iK, Sa¢ruIAt NOlaYmpitnd Mt. Utc1 me.'el!h UP wdn?fid ne dN Trin,W .WO114SArrp, imbildill uliat4 skel1s V!t re!pa5hr:trd ' thony T. Tomb i na 9Ag3up!Idrtmft. All: 4NS 511 eel St dtno 0 lie lmdu al pidass dlle GlldtireeFaMSdel(ItKntvn!ttff pHi{486p Til odS{Uwlidmtad;t!pxn!,.Sne TYrl hSpi4?InIMS.'S:i�neSlLD E17tld11e7mSDelijIM,TIe35OtSiT1'J tlAa rlRS pRldeR!N, RN1S 4451 St. Lucie Blvd. nAf.Mul!fird ipaisfim.ped.H. it may hr dlrm:n indttf. l5slnss re;Na Er�neerit ACike 6Arar Desgaer,ntrresfrt!ea Fapeterd®TSNLtB. 111[yr7P,dndNms ereos derxNNlrfl. (oppight02016A-Itool Times- AnthanyT.TomboIII, H. Aeprodatlionofthisdommenl,in any form,isplohibitedwithomthe wriltenpermission fromA-1Aeof resses-AnihonyT.lombofll,p.E. Fort Pierce, FL 34946 JUU 1 1' A0041300 TA992 + A03 Hip I ort Pierce, FL 34946, design@altruss.com I Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 31: ID:?UggeR5hPdn?91uOGdkjalzFdxo-e7VHMi7HN6bzUjtrcko4BJl DQaR?. -2-0 0 1-1 7-11-1 13-9-4 20-6-0 1-1 28 6 9 34-6-0 4211 2 6 0 1-1 6-1-1 5.10-3 6-8-12 6-10-9 5 &7 7-10-0 Dead Load Defl. = 3/16 in 4.00 12 - 5x6 = 5x6 = 7 a Zl Zu rn „ w — ._ 3x6 = 5x6 = 3x4 = 3x6 = 3x4 = 3x6 = 4x4 = 3x6 II 3x6 = 8x10 \\ 3x4 = 1-10-0 ,1-s-o, 711-1 1_ 1'! '�?o�-o aT za-e-s 1 aa-rro aa11P-o 1.0 1.6-0 6-1-1 3-2-15 2-7-4 6-8.12 1-4-(Y 6-10.9 yy-i esa-ss 7 n.e.n LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.17 17-19 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.37 17-19 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(CT) 0.04 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 226 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W8,W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-6 oc bracing. WEBS 1 Row at midpt 6-1713-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13 = 1990/0-8-0 (min.0-2-6) 21 = 1546/0-8-0 (min. 0-1-13) Max Horz 21 = 129(LC 12) Max Uplift 13 = -699(LC 9) 21 = -526(LC 8) Max Grav 13 1990(LC 1) 21 = 1546(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1026/394, 3-4=-2289/1095, 4-5=-2107/1067, 5-6=-2009/1084, 6-7=-1417/759, 7-8=-1279l778, 8-9=-14131756, 9-10=-951/337, 10-1 1=-1050/320,11-12=-966/866 BOT CHORD 2-21=-320/1036, 20-21=-320/950, 19-20=-919/2110,18-19=-794/1955, 17-18=-794/1955, 16-17=336/1279, 15-16=-128/937, 14-15=-128/937, 13-14=-745/983, 12-13=-745/983 WEBS 6-19=-17/360, 6-17=-840/548, 7-17=-84/307, 9-16=-315/407, WEBS 6-19=-17/3601 6-17=-840/548, 7-17=-84/307;9-16=315/407, 9-14=-699/634, 11-14=-1160/1845, 11-13=-1773/1315,3-21=-1448/1175, 4-20=-181/274, 3-20=-1759/2433 .i NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mpH; TCDL=5.Opsf, BCDL=5.0psf; h=15ft; Cat. II; Exp B; IEncl., GCpi=0.18; MWFRS (envelope) . and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load'nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0-tall by 2-M wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 699 lb uplift at joint 13 and 526. lb uplift at joint 21. LOAD CASE(S) Standard 8uuq • 1lnsedsngHrmilrih'FI 19Dt OliSai'SEIIEt'16EA02L IfINS d (DArdDDAS rDiIDtlj lll]; A(YAD .51udfNi txc Perar ltsip lalnden W red edst s11tii7!ess Des p 6!eveq(Tlq W N 1rtlurT.We0t 111dwere Sltsi tskre lst. Ike efhs+ice ON.11,TD),W1 IIIT!tta!eshrr'xess6diNmifir G.eTDDute tdiL Aseirm DesipEep�esjte, STesi111r F1tln!r`;.ti!udnor100 repeseds eaesest:radtSe irdetdndegar-:igrlqunlaAr'e:Mles!mask sage Tn!s4!r:d!A eerie Toom!r,edwTr�l. Tta E>slrs mvopun.bd:e7a!tmes. sod" Anthony T. Tornbo III, P.E. rAwdlds Tims'wegIA!1IsIke -1!!siWiirdMdatl!e,Re Dwnisl'402de,M.dwIke ld!AIiG Des!rw,RIO wigdlL Kimatmlth flsd Wiloie edMI. 1.1, eland d W IDDW entidl ese d6eTnm ud tigkd'"eg.sarge, Ushlldnl Wtnray dd to D;etnrtesisd:hd s80083 ' ins W.;heiSS:WTMmtr!. LIT n:esseta;i'll' DWsislronirnmdpildnes f1hI adg4 reanmiWiryFnastlw761jrNitGDIrMWSKAn!sdnemlInrtenelPig.IN ed"iMm"A"It's ums!tr,TiasD,sri5 ,,.ITl.;u„d!,.!!r,1de!s 4451 St. Lucie Blvd. e3essdu kind lro Gdrod epederttuvnSg lydllp[ls indsei lieTnuhshtrTsrienris ACi t�s 69:i916es!}sr,lrinstSrs9a 6rumrmrb.aSg. A1isg3:!,s Prm wem adud mllN• Fort Pierce, FL 34946 roprliRMm7016A-I Roof imsses-Anihooyl.TomhaIll, P.i. Reprodudionofthissimmering, inooyform,isprobibAedwithaufthewerisreipesmissionIsom A-1RoolTrosses-AothmsyT.Tomb Ill, P.E. Job Truss Truss Type Qty Ply 71992 A03A Hip 1 1 A0041301 Job Reference (optional) h 1 Row I russes, run rlerce, rt_ 34946, aesign@aitruss.com stun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3 13:53:13 2018 `rage 1 ID:?UggeR5hPdn?9luOGdkjalzFdxo-e7VHMi7H N6bzUjtrcko4BJICZa08_EFUYsTLOVzUQLq 1-10-0 7-10-15 13-9-2 20-6-0 1-1 28 &9 34-6-0 34 11-8 42 4-0 1-10-0 6-0-15 5-10 4 6-8-14 1 4 6 10-9 5 9-7 M 7-4-8 0 4.00. 12 5x6 = 5x6 = 18 17 16 • 15 14 13 12 Dead Load Defl. = 5116 in 3x8 = 1.5x4 11 5x6 = 3x4 = 5x6 = 3x6 11 3x6 = 3x8 11 3x4 = 1-10-0 1-6-o, , 7-10-15 11-z-o !_ i3-s-z i 2o-s-o a1-�o-0 28-8-9 aa�-o 3a 1,0-o a2V ' 1-rr0' ' 6�15 ' 332 2-7-2 6.8.14 1-4-0 6.10.9 5-9-7 0.4-0 7_ 0-4-0 Plate Offsets (X,Y) - [2:0-0-15,0-2-121, [13:0-3-0,0-3-01, [16:0-3-00-3-01 [18:0-0-01-7-4] [18:0-0-00-2-121 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.30 16-17 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.56 16-17 >697 240 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.06 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 213 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 WEBS BOT CHORD 2x4 SP M 31 *Except* 5-16=-34/351, 5-15=909/599, B2: 2x4 SP No.2 6-15=-98/317, 8-14=-319/417, WEBS 2x4 SP No.3 *Except* 8-13 L-715/646, 10-13=-1165/1851, W7,W1: 2x6 SP No.2 10-12=-1784/1318, 2-18=-799/642 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12 = 2004/0-8-0 (min.0-1-11) 18 = 1382/0-8-0 (min. 0-1-8) Max Horz 18 = -103(LC 13) Max Uplift 12 = -702(LC 9) 18 = -388(LC 8) Max Grav 12 = 2004(LC 1) 18 = 1382(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2057/922, 2-3=-2292/1144, 3-4=-2178/1131, 4-5=-2157/1145, 5-6=-1446f782, 6-7=-1305f799, 7-8=-1440/778, 8-9=-950/337, 9-10=-1048/320, 10-11=-964/865 BOT CHORD 1-18=950/2079, 17-18=-950/2079, 16-17=-950/2079, 15-16=-857/2040, 14-15=-357/1305, 13-14=-144/956, 12-13=-746/983, 11-12=-746/983 WEBS 5-16=-34/351, 5-15=-909/599, NOTES- 1) U6balanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to Bearing plate capable of withstanding 702 lb uplift at joint 12 and 388 lb uplift at joint 18. LOAD CASE(S) Standard Cady-rI!ea nxoyN.n+[rwt�•41100[ODSSCS[N[1'T 9rd2E TONSdTer4dedpp—elf"odradanattisLrss Drs vDreviylT[4? ui IM hints I. rE Idxrae Rat NS est. Udusal,"ise dddn1WDD,.s luietouxvrrlasslill'nuerhsdeTDDla6erdiLAte Tins ;INs4eTresshllddrz!hBa¢, WON. Itrewpnuapixs,lyda7yrtinx:.uadary Anthony T.TomboIII,P.E. ed neddsitnfr oyleldyisthe resru!ikiatrdlk Dnx, tN O>aznto ad:d epdutN tdtiiy DWSaer,atkarhd dlu tN,d!3[altlehds;+'fs3 ale as rM1l. lle ypon[dlk?DDeN nrfielleaddeims. hdrtiy esiiq.doryr,tuNtdiov al tnriUsld[t�t!!re!padkllSd 80083 IN Wmg DoddexodEDmat. diaas selat Nt[e1DDrilsnpmtmal pildxu title kdNy[raltaem Sderyliarntaa;tOf IffiMbItnodSluxerdxemed:x pemlptm- W1 h5as8enyeadSU:6e!eddandlelnss Dodpx,l:asDrs>p Fepaeraiirns Maaloa!x,a'rss 44515t. Lucie Blvd. eAxwia lsmdiro6mdoyedopr it mayrydl lu[:aa d!ei neinns np [yne!rislDT eldxa'Dnipx,aln!s sTdea[y��W r.®fs.unq. mmt;�aa�:a: xemdawdlen[a. Fort Pierce, ciFL 34946 (opt7ilht©2016A-IRodbusses-AnthanyT.Tombs Ill, R.I. Repmdudionofthis dotumenf,inanylerre,isprohih0edwithdutthe writlenpermissidnhomA-]Roallresses-AmhanyLlombolll,K Job Truss Truss Type Qty Ply A0041302 7s1992 A04 Hip l 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017,Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3 13:53:14 2018 Page 1 ID:?UggeR5hPdn?9luOGdkjalzFdxo-6J3ga27v8Pjg5sS2ASJJj Wq Nuzl?jeRdnWDvZxzUQLp 1-10-0 8 0 12 , 11-2-9 , 18-6-0 , 23-1%0 31-3-3 34 3 434 6 0 42-4-0 1-10-0 6-2-12 3-1-13 7-3 8 5 4-0 7-5-3 3-:0N 0• -12 7-10-0 4.00 F12 5x6 = 5x6 = Dead Load Defl. = 7/16 in 20 19 18 1e 16 15 14 13 12 1.5x4 11 3x4 = 5x10 MT20HS= 4x4 = 5x8 WB— 4x4 = 3x6 11 3x6 = 3x6 4x4 = 3x8 11 8�12 , 10.2-0 11-2-8 18.6.0 23-1M 21-2.0 , 31-13 1 3480 34.10-0 42-40 , 1-60 E2-12 2-1-4 .0• 7-3.8 5-0-0 5-4-0 2-1-3 3-2-13 7-fr0 0-4-0 Plate Offsets (X,Y)— [1:0-3-14,0-1-8], [2:0-0-15,0-2-12], [20:0-0-0,1-7-41, [20:0-0-0,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.46 16-18 >856 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.86 16-18 >458 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.05 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 211 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 31 `Except' 132: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 `Except* W7,W1: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12 = 2004/0-8-0 (min.0-1-11) 20 = 1382/0-8-0 (min.0-1-8) Max Horz 20 = 93(LC 12) Max Uplift 12 = -714(LC 9) 20 = -397(LC 8) Max Grav 12 = 2004(LC 1) 20 = 1382(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1984/858, 2-3=-2226/1087, 3-4=-2372/1240, 4-5=-2319/1249, 5-6=-1578/779,6-7=-1423f797, 7-8=-1569/772, 8-9=-527/175, 9-1 0=-573/166, 10-11 =-943/864 BOT CHORD 1-20=-893/2011, 19-20=-893/2011, 18-19=-893/2011,17-18=-1008/2271, 16-17=-1005/2269, 15-16=-398/1423, 14-15=-67/578, 13-14=-67/573, 12-13=-747/965,11-12=-747/965 BOT CHORD 1-20=-893/2011, 19-20=-893/201 1, 18-19=-893/2011, 17-18=-1008/2271, 16-17=-1005/2269, 15-16=-398/1423, 14-15=-67/578, 13-14=-67/573, 12-13=-747/965, 11-12=-747/965 WEBS 1 3-18=-151/340, 5-18=-27/275, 5-16=-982/676, 6-16=0/275, 8-15=-753/1094, 8-13=-1100/862, 10-13=-886/1515, 10-12=-1711/1179, 3-19=-272/227, 2-20=-820/670 NOTES- 1) Unbalancedlroof live loads have been considered for this design. 2) Wind: ASCE1'.7-10; Vult=160mph (3-second gust) Vasa=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exteri8r(2) zone; cantilever left and right exposed; end vertical left expdsed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are'MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 714 lb uplift at joint 12 and 397 lb uplift at joint 20. LOAD CASE(S) Standard Sadry�rlesseflusryHrmieRiSe'A1IO6r RnS3('SEBEI'y Edr3Fl tflFlpd(Ohd11C8lBAONs'EIrt]j!(10AS�ur�Elli Ixs.ie;dr Hsip{oraelm ead rn�odesatksLess Oergs kriytrC.erJ Ma AMufl. Tsxla0l,t.E Merene Rem4s:eest. Odeu otle.ise ndd retleIDD,ea'p kirism:emr{e4ssliltNeseihrde llDtekrdil. sseLes: eestrefep!aa(I.e,Sre:irnl GpuM ttssed reerylDD represensnn¢n,�:edlle pdassnsd eeraemq ro{uuNldr'n, lle les!mdHt sa�eln:s iepinel raeemnuir,eslnti4t. ltx dupe nssu{tlrc.bdagmdnws,smdllry _ Anthony T. Tornbo III, P.E. ed nedh's lzst4eginll eg islkrzs{x-ililtt.dl5e0nn,ke0rnitn!y.-atl e7ei etlhrdttire �esi}x',.a Na ruhtldhe lK,SalS: ad He brd kaKn, Me nIIRI. lrgpme;dth i6D ®den M1eB seAMinss,®1e�gl�An; chrry,,luhllAiu nrdFnin, s6ilihra resp.�v7.l:hd 80083 ' lee raa<ng Oes!gat vlfw.-esa,.111.1s sew. ulMTmsld l'v{,mrcesws �iddmsdOeldGrylert{ratd Sde!{Iremmn70f,: {eNtskdH Bl W SKAmrd—dlu nmdmdmse Ih4nsRert:pati 1, Ries wddE.esdletn: Deupsa,lress gesip Bs xerwflnssgMstreyrt:e» Lucie t S 4451 S. e Blvd. stewia ddirdero Geed aped epehxMtiry lydl{mssind,ei lleinss rese,�fryireeres rgi"ke td:ia7 CK!rsw, rrTns Sps!ea iagiexrdcsrSnl4ry. Alisry!kiadte;as nem ddael lolrtl' Fort Pierce, Luca 34946 fepyright02016A-I Roof Trusses- AnihouyLhinho[if,P.I. Repmdustionofthis dommem,inany him, ispohibbedwitheutthe wrinenpermission homA-IRUnfTrusses-Anthony LTomho111,P.I. Job Truss Truss Type Qty Ply 71992 A05 Hip 1 1 A0041303 Job Reference (optional) Ai hoot Trusses, I -on rterce, FL 34946, deslgnigaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3 13:53:14 2018''Page 1 ID:?UggeR5hPdn?9luOGdkjalzFdxo-6J3ga27v8Pjg5sS2ASJJjWgLOzj 1jiDdnWDvzT¢UQLp 36-3-8 1-10-0 6.0.8 8�12 16fi-0 21-2-0 25-10.0 34-3-4 424-0 1-10-0 4-2.8 8-54 41, 4.0 8-5-4 0.112 1-9-8 4.00 12 5x6 = 3x4 = 5x6 = a 7 17 16 14 `v La " 11 3x8 = 1.5x4 11 46 = 3x8 = 3x8 II 3x10 = 3x6 = 3x6 11 ! 116-0 8-0-12 25-10-0 34.6.0 42-" -6-0 6-2-12 9NO 619-" 8-8-0 4O-0 7-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.37 14-16 >999 360 TCDL 10.0 Lumber DOL 1 1.25 BC 0.99 Vert(CT) -0.75 14-16 >522 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(CT) 0.06 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 `Except' T3: 2x4 SP No.2 WEBS BOT CHORD 2x4 SP M 31 *Except' 3-14=-454/399, 5-14=0/285, B2: 2x4 SP M 30 9-13=-1230/1980, 9-11=-1780/1366, WEBS 2x4 SP No.3 `Except* 6-14=-178/276, 6-13=-618/423, W6,W1: 2x6 SP No.2 2-17=-726/526 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 3-14, 9-13 MiTek recommends that Stabilizers'and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11 = 2004/0-8-0 (min. 0-1-11) 17 = 1382/0-8-0 (min.0-1-8) Max Horz 17 = 83(LC 12) Max Uplift 11 = -726(LC 9) 17 = -404(LC 8) Max Grav 11 = 2004(LC 1) 17 = 1382(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2184/988, 2-3=2396/1174, 3-4=-1936/913, 4-5=-1857/938, 5-6=-1 766/964, 6-7=-1 225/584, 7-8=-1291/549, 8-9=-1385/524, 9-10=-937/800 BOT CHORD 1-17=-992/2189, 16-17=-992/2189, 15-16=992/2189, 14-15=-992/2189, 14-24=-496/1593, 24-25=-496/1593, 13-25=496/1593, 12-13=-675/946, 11-12=-675/946, 10-11=-675/946 WEBS - 3-14=-454/399, 5-14=0/285, NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vass=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit,between the bottom chord and any other members, with BCDL = 10; Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 726 lb uplift at joint 11 and 404 lb uplift at joint 17. LOAD CASE(S) Standard Dead Load Defl. = 3/8 in 3x6 = PLATES GRIP MT20 244/190 Weight: 201 lb FT = 10% St!uq-Ilevutknt{Hrn+helae'4I IDOi 11marvilf iUN;ItiTWA(OFv0ONIOf10Rr IVITM ([9GSiEuuttENi fnc It* desire rntnden tA rede9eswetis Lns OesFJrniag ll(4)t4 lM AdlserT, rezJa Ol,r.L edeeaeSim 4t4u nt. Odess glenist sedeentle111P,taj g1TtYmtee!ur{!wes slsihrelfir k TOOfflwild. Is 0iss Desytftpan(.e,5{e;ulry hpratrpsetudnnrTDO n{resensnaup edtle pthxmdegan!ue rzslasiltiry`a: tleln3nt{fa s:toeTrusdglail I, fit aslT, ender l?Fl. i&Eerp7nunpun.ltrdap<n il"s, sodiOl 0 ' Anthony T. Tornb01II, P.E. adesed6isfnsshrnT tdllitq is tkres1-111Apole Oner,0e wu6031olli"Aelts tdxiq men Oesilnr,otex d(" Kiss 9(al fie hind (dshl%icedl!4I.Tki gpuld A, TODW afield sit d&T—. Wdq issC4 nrg,, 4MINee led (t M MIN l?a ses{mui?drd 280083 Ikltl'6xgDtsilx!tdfMMal.tlinRsu7wenRelODealhtpuAnn®dg7iddn!nfeltpiltlgfi¢pi�Sdtsrittann;tOfNllisEedb}TtInd110ntulneutd!ngenmipidae.TtFlptinsfiere:pasii„3itstadb?sd3tltssDesigtn,LtssOespFepreradrrasMaMtmtr,ass 4451 St. Lucie Blvd. e3esNse defnd kin listed epi"4,sa itvmitl IT dl Into Weisel. rising cilia FlI ,Is NOT:e.6a1a'Cmgm,trinssspSea(tiieter t'tar bul9a(. All fired hill Fort Pierce, FL 34946 (opyrighl02016A-I loaf husses-AnlhooyLTomhoIII, P.l. Reproduction offbisdotumeal,inonytmm,isprohiAhedwilheutAnwritlenpermission from A-1RoofTrasses-AnthnnyT.TomhoIII, P.t. soo .!. IA06 Hip I 11- - I - 1 I A0041304 7a1992 Job Reference (optlonap Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITek Industries, Inc. Tue Apr 3 13:53:15 2018 Page 1 ID:?UggeR5hPdn?9luOGdkjalzFdxo-aVd2nN8XvirgiO1 EigrYGkNXxN42SBSm0AyS5NzUQLc 1-1(10 8-0� 1 14-6-0 21-2-0 27-10-0 34-8-2 42-4-0 1-10-0 6-2-4 6-5 12 6 8-0 6-8-0 6 10 2 7-7-14 Dead Load Defl. = 5116 in 5x6 = 3x4 5x6 = = 8 T� 0 15 14 13 12 22 23 11 10 3x6 3x6 -- 1.5x4 II 5x8 WB= 4x10 = 3x6 = 3x8 11 4x8 = 5x8 = 1-10-0 1 21-2-0 27-10-0 34-5-8 37-fr0 415-10-0 42-4-0 1-r0 6-2-4 0- -12 64-0 6-8-0 6-&0 6-7-8 3-0.8 3-4.0 1 6-0 a-" LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.30 12-14 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.61 11-12 >637 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 `Except* B2: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 or, bracing. WEBS 1 Row at micipt 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 2016/6-8-0 (min. 0-1-11) 9 = 2016/6-8-0 (min.0-1-11) 15 = 1371/0-8-0 (min. 0-1-8) Max Horz 15 = 73(LC 12) Max Uplift 9 = 494(LC 9) 15 =-408(LC 8) Max Grav 9 = 2016(LC 1) 9 = 2016(LC 1) 15 = 1385(LC 23) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2092/996, 2-3=-2314/1214, 3-4=-2128/1121, 4-5=-1 986/1124, 5-6=-1117/643, 6-7=-11971630, 7-8=-418/875 BOT CHORD 1-15=-1018/2105, 14-15=-1018/2105, 13-14=-1018/2105, 12-13=-1016/2112, 12-22=-821/1859, 22-23=-821/1859, 11-23=-821/1859, 10-11=-745/475, BOT CHORD 1-15=-1018/2105,14-15=-1018/2105, 13=14=-1018/2105, 12-13=-1016/2112, 12-22=-821/,1859, 22-23=-821/1859, 11-23=-821/1859, 10-11=-745/475, 9-10=-750/4:71, 8-9=-750/471 WEBS 1 4-12=-23/351, 5-12=-18/297, 5-11=-936/609, 7-11=-865/1930, 7-9=-1810/1078, 2-15=-757/626 NOTES- 1.) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss ihas been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 494 lb uplift at joint 9 and 408 lb uplift at joint 15. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 207 Ib FT = 10% Nvaq•%rost 6v o!I1nit.da'ldl(INF 7IUSSES(SRCEt'p SK111 IMS tioeoT09MICMrimj0011l iAittaaunat IMefsW le asrd"t IF iddh eT."s hsigl htistet(it,pvt Ew."d Aefednaoi rC ealntAt#s;tass Ill mJ lriUagisd:nsttas:w,Utdtit ow"', 6, NO'S l4vitel tital fr6lQ.'4 onon'ie hi i f iCaskl fRl pl P'hl&BsKtbt ttCRl eel rssldkfh:'' Ta- nttl ltEtts tf bf in Aei Fasitctt m/fetlrvts. 1 ral � ra Ti to w .'. f! Ts ss Pesi E 2es ISF eta/ Pn+ 6 1 i iii a= ies n.ti t t the •f a tluiha[u a; t tt/ a . 4. I i s d 1 ie tapyaighlfi1g16A-1Rao1Trusses Acihanyi.TembaIII,P.E. 8tpledusfi000lthisdammeayinany tr.. In* 1wMt7raeaws ed teal Wo /t Ills T1ns Mill lwig(CCimll a 1&4f T.Twh IG.tf.iderue SWI10at ns. Witt f:".1t1*iss csmssGt/tohe lEr11 mglmdtijMesctaudM7tetufih��ipd�salsitnsigaaxl9fdT,ne(.1k,gnthOny T. TOmbO III, P.E. 'tt llS.tltQtafltlt lw9l lrlldetsede adTNI. Tla gpflflddaPCfd aelhtllnfddf Ttnl, lvflwkgAsafrwj. SMttt P &5tE 3lb:tiwg SShc It P! tltAfllll'(d ^' 80083 gr'll Itl l.TB WM."6v 0..lied Id t. RFI I1+aast3e7<1ptld LneilmndheP.sv Utupw,uns eevlsasawl ad �rsslx>.dad=w,minl 4451 St. Ucie Blvd. ststewfgitswdadlaifret. c: uphh,ai leas aaffidmdatfl t. Fott Pierce, FL 34946 Faobihited without the waitlen Felmissioa ham A-1 loci Imsaes • Anlbonyl. Tombo III, P.E. Job Truss Truss Type Qty Ply 71992 A07 Hip 1 1 A0041305 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3 13:63:15 2018 'Page 1 ID:?UggeR5hPdn?9IuOGdkjalzFdxo-aVd2nN8XvjrgiO1 Ej9rYGkNZyN3NS55mOAyS5NzUQLc 1-10-0, 8-26 12-0-0 21-2-0 29-10-0 34-1-10 406-0 42-4-0, 1-10-0 6-4-0 4-3-10 '8-8-0 8-8-0 4-3-10 6-4.6 T1� 1.5x4 II 5x8 = 4x6 5x8 = = 4.00 12 _ _ Dead Load Defl. = 5/16 in ._ .. 16 ._ 14 3x6 — 7x6 = 3x4 = 41i6 = 3x8 4x6 — 3x4 = 7x6 = 3x6 — 10x10 = 10x10 = 1-10-0 42-4-0 s 111r0 , 7-2-0 121-2-0 , 29100 , -0 40.6.0 40r10-6-0 6-4-0 8-8-0 --0 U11 -0 0-4-0 1-6-0 LOADING (psf) SPACING-' 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.31 15 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.62 15-17 >749 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(CT) 0.13 11 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2,T3: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-18, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11 = 1693/0-8-0 (min. 0-2-0) 19 = 1693/0-8-0 (min. 0-2-0) Max Horz 19 = 63(LC 12) Max Uplift 11 = -474(LC 9) 19 = -474(LC 8) Max Grav 11 = 1693(LC 1) 19 = 1693(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or, less except when shown. TOP CHORD 1-2=-388/79, 2-3=-3186/1658, 3-4=-3052/1641, 4-5=-3665/2012, 5-6=-3665/2012, 6-7=-3665/2012, 7-8=-3052/1641,8-9=-3186/1658, 9-10=388/79 BOT CHORD 1-1 9=-1 19/423, 18-19=-132/423, 17-18=-1450/2958, 16-17=1325/2864, 15-16=-1325/2864, 14-15=-132512864, 13-14=-1325/2864, 12-13=-1450/2958, 11-12=119/423, 10-11=-119/423 WEBS 4-17=-22/316, 5-15=-602/501, WEBS 4-17=-22/316, 5-15=-602/501, 7-13=-22/316, 9-11=-1553/1072, 2-19=1553/1072, 4-15=-464/1025, 7-15=-464/1025, 2-18=-1337/2548, 9-12=-1337/2548 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf, h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord) live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 474 lb uplift at joint 11 and 474 lb uplift at joint 19. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 214 lb FT = 10% iwwon' !sutltnyHt rttiewtk'11100E 80SSBj ifNB'g 6fr8lETE81S8[Ok0i00k1 EOS10N(341]'IACkND�'.EGiNEAi Ixa. lertrg lssip inroetm rA acs af!s aoltitLess Des!pmovty(IIaloi Di Ar!IurT, italaO;,rLMnease@esthsh!e ne. Odest Hhenisr dtld"S!1DD,.k OSTekams!err!u'es sld!Mutelbsr&TDDtsherdt hseirru Dulls Frowil.e,SW. Of attifl,1!ed nnyBDrepeseds a mamma dth grdstind egseDsgregwssl!liryhrtleles!eis?Iha sa�einss t>tinN reBe lDD WI.M.?H. TFe L+s:g, mtmpun.!rd�gsudnx.,smcuu� Anthony T. Tombo III, P.E. oiesedhsTassSruq{dllirgltthemgx!NlhdrxOner,etOraisra:dspawlplriltsgDnlµe,arutxhddrNE,l!P alNe6td{aFzgMealtisl. het{muidtkelWudrnfielgnedfieTnstre0s6whafi� Gage,WhlleDumtEa,igshdFksGrakaad:7d 280083 1�{iNagOtstrc!Wfta:me:.hCwassdW.ANUDtudlkFmmas®lpii!tiu.111. eil(+WWsuleIlitlu t,(FCfpNutdgT71udsl[A !rde 11'spem!pdaellNmkctt3erespssthaoinedEfsN'd!luttDeupx,l:nsksgsFegneerrasrrnspiaAr:a,n,aDss 4451 St. Lucie Blvd. e3erriu lNireilpoGl:Neged epste Mlirg lydl pnK lmFsd Theiass CasiaFsgi¢xis r0l{�Aa7Dniper,erTa:sSp::sF!gaeerdmr5N5sg. 81tgi,uae6k;mrrzmdfiadtolFil. Fort Pierce, FL 34946 Copytighlm2016A-IFoo)Trusses-AnibooyLTombol!!.P.E. teprodudieoofthisdommull,ineoylorm,isprobibidedwithculthe wrideopermissionfiomA4loolTrusses -AnthonyLTombo111,P.E. Job Truss Truss Type Qty Ply A0041306 7A992 ; A08 Hip 1 1 1 Job Reference (optional) H-T Kom Trusses, rorr rterce, rF- aiui iu, uesrynlcyva Rruss.wnl 5x8 = 4.00 12 3 CA. 4�i4L 1n 1 rI 0 17 16 3x6 = 6x6 = MU11. o. 14U a rvuw 1 e eta 1 a r1 sue. o. s <tr a 1wv 1 cv 1 P t n en a 99aF -l" 10•?L In00R5hPdn?9fuOGdkialzFdxo-2h80?i1 zXLAhOHtMnnxviSnOXBaJwoi?da: 3x4 = 3x6 = 1.5x4 II 5x8 5 = 4 6 7 T� 1" i Dead Load Defl. = 3/8 in 8x10 1\ 2 8 15 14 13 12 11 4x6 = I 3x10 = 6x6 = 3x4 = 4x6 = 0 C6 A 9 'n ] Ico 6 3x6 = 8x10 // 1-10-0 1 42.4-0 11$0 i 10-6-0 17-7-15 i 24$1 31-10-0 40-6-0 40E1p-0 i 1-rr0 8-8-0 7-1-15 7.0-3 7-1-15 8-8-0 0-4-0 1-6-6 Plate Offsets (X Y)— 12:0-2-8 0-3-12] [3:0-5-8,0-2-81,[7:0-5-8,0-2-81,[10:0-2-8,0-3-121, [10:0-0-14,0-2-10),[17:0-0-14,0-2-10) LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.36 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.71 13-14 >653 240 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 208 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 `Except* B2: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-11-11 oc bracing. WEBS 1 Row at midpt 8-11, 2-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10 = 1693/0-8-0 (min.0-2-0) 17 = 1693/0-8-0 (min.0-2-0) Max Horz 17 = 53(LC 12) Max Uplift 10 = -480(LC 9) 17 = -480(LC 8) Max Grav 10 = 1693(LC 1) 17 = 1693(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb)or less except when shown. TOP CHORD 1-2=-696/273, 2-3=-3230/1632, 3-4=-4136/2205, 4-5=-4136/2203, 5-6=-4136/2203,6-7=-4136/2203, 7-8=-3230/1633, 8-9=-696/272 BOT CHORD 1-17=-370/763, 16-17=-370l763, 15-16=-1385/2975, 14-15=-1385/2975, 13-14=-1978/4136, 12-13=-1385/2975, 11-12=-1385/2975, 10-11=-369/763, 9-10=-369/763 WEBS 3-14=-661/1412, 4-14=-487/360, 6-13=-454/360, 7-13=-660/1411, 8-10=-1594/1221,2-17=-1594/1221, WEBS 3-14=-661/1412, 4-14=-487/360, 6-13=-454/360, 7-13=-660/1411, 8-10=-1594/1221, 2-17=-1594/1221, 8-11 =-1 025/2218, 2-16=-1 025/2218 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf: h=15ft; Cat.11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exteiior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 480 lb uplift at joint 10 and 480 lb uplift at joint 17. 1 LOAD CASE(S) Standard Ge�dry Fln ttk gV!rPPi0h'Sd locinoss0{'uu016.gFlsl TIN8(DFT.1IIDhi(DS1DRj dL1F1';.FCrB'd:fGSLLFNPiHG THAy drdp IHEtldlm e3d aeredm 01iLikEt1 OPS'{nD1lv!.g{(CQ: rtI to Adketl.IxilG;r.E ldgest RMI k"ir!ESE. UllessdkrEls, ddeE EetPTDD,fO�p TOM—",I,dxlfedlMlullert;l)DlaSt,dd.AsiTrnlDESipIIIpiMH{I.e.SptliEUl6tltelrvtiudllfljiDDrlprlIedtRe(HH;O:Edllllsdm111edlq'eF:tilrRgllfililtl(`E[tlIFS'WtTtPs4eTnssEElmsnt Oulu,WNMI.1teGupmtm0i1n,lld:ycmMlul,sEeeT",' AnthonyT. Tornbo III, P.E. r ine"2limsh gF fq it lie reslnt@ilihdtk OneeHe O-,s0SL,4.;d.'l#W61 Desilnyars nNdd lit W tt:' .lute 6td Wx gnl:rad MI. ➢gp.,ddtoTOD W.,!Wm,dtPTnssW,6q k6fq. V47W, [Welm .1k.M tii M e4 mla,0?3;d t80083 ' teFd'dtpDttg!xErirm�tHr.All rsksHWmlhUDEaniriro6lasealPiMA!sPtt!If,ltq aTmeSdeIWl-An76hpNiSW41 WSWr.-M-11inlnen!pi—IrrlEeYfestPre:p¢mi63nesExlb!iesei.InsDtVpErr,1.msM.Pbfxerndrn.s#-f0,el,a!Pss 4451 St. Lucie Blvd. Ex�uEGetspatedmegedgnuvHagprdlpEnsic,dleiT6eTns[EuzFgneerissDFsdaaremg,H,ErieuSTt:aisrlerd©ypuzg-ulrg ada;osEnmsfmdnTtrL Fort Pierce, FL 34946 (oPpilhi02616A-1Roelhusses-AnibonyUmbo111,P.E. ReprodudionAlibis dommmf, ill aayform,isprohiWe&thculthe wrinellFamissionfrom A-1Roof esses-ActhonyLTOmboIII, P.E. Job Truss Truss Type Qty Ply 71992 A09 Hip 1 1 A0041307 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, deslgntalaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 Is Nov 12 2017 Mi iek Industries, Inc. Tue Apr 3 13:53:17 2018 Page 1 ID:?UggeR5hPdn?9luOGdkjalzFdxo-WuloC3AoRK5OyKAdratOL9Su3BmVw?G3TURZ9GzUQLm 1-10-0 4 7-14 16-10-12 25-5-4 37-8-2 40-6-0 42-4-0 1-10-0 2--14 12-2-14 8-6-8 12-2-14 2-9 14 1-10-0 - A 6 4.00 12 3x6 = 10x10 = 6x8 = 7x6 = 2x4 11 5x8 = 4x4 = 10 — 12 4x6 = 4x12 = 4x10 = 4x6 = 6x8 = 7x6 = Dead Load Defl. = 1/2 in 3x6 = 10x10 = 1-10-o a2a-o s 1 8-0 i 16-10-12 _ 25-5-4 40-" 40 1p-0 i 15-0-12 8-6-8 15�12 040 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ' I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.83 Vert(LL) 0.50 13-14 >928 360 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.99 13-14 >468 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except` T2,T3: 2x6 SP No.2 WEBS BOT CHORD 2x4 SP No.2 *Except* 8-10=0611/1Q68, 2-17=-1611/1068, B2: 2x4 SP M 30 8-11=- 1243/2603, 7-13=-1169/2406, WEBS 2x4 SP No.3 `Except` 2-16=-1243/2601, 3-14=-1172/2415, W1: 2x6 SP No.2 6-13=-604/465, 4-14=588/466 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-6 oc bracing. WEBS 1 Row at midpt 7-13, 3-14, 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10 = 169310-8-0 (min.0-2-0) 17 = 1693/0-8-0 (min.0-2-0) Max Horz 17 = 42(LC 12) Max Uplift 10 = -485(LC 9) 17 = -485(LC 8) Max Grav 10 = 1693(LC 1) 17 = 1693(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-358/107, 2-3=-3225/1601, 3-4=-5201 /2692, 4-5=-5198/2689, 5-6=-5198/2689, 6-7=5193/2689, 7-8=-3226/1601,8-9=-357/106 BOT CHORD 1-17=-154/404, 16-17=-154/404, 15-16=-1401/2998, 14-15=-1401/2998, 13-14=-2508/5190,12-13=-1401/2999, 11 -1 2=-1 401/2999, 10-11 =-1 53/402, 9-1 0=-1 531402 WEBS 8-10=-1611/1068, 2-17=-1611/1068, NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 485 lb uplift at joint'10 and 485 lb uplift at joint 17. LOAD CASE(S) Standard PLATES GRIP MT20 .244/190 Weight: 222 Ib FT = 10% istmin lenrtlaesgHrrnieane'Al loof WASESrs8ifr}milli fflz& &rues usioxrina-1 mlooTEDD.WNi term ierlg ledp paeadea �;i ndWssatsisTins Denahsviy R[v";r3IN Adiarl.IcxlyDi, t.E.ldnne s!'Rt E9hre ne. Odess ther+ire dddaaeTDP,�} Mlieiaaemap:ehs tldiNuedhrt&TDD it r41. Aso TmsDoll 1.0tor(u.Spieafilglas;.msula BY A,TDD alf,rle1M. Tta esdpunnineu, hrtarmtlnas, nadNrf Anthony T. Tombo Ill, P.E. wine dmis Nssfoug ldldieg is lieretpeeutliftr du oven,axDraisrAni:ste;tal estie ldllirg Dnilar,atk ndrn dfa IK,hd Kafue read kotinide Fad MI. Tie gyarri rlth IDD esd at, told ue 4M Trost 'v�drSaE.od!r}srtrgr, suhlldia mekvirg SUN hs respadhJ'gd k80083 ' Ihrdf+pDu �n4(ee;rart8;alssesashlit TDDrilsupiaanuotrislh:sera:INBq(aspsasns�lepsiraedia,7[tfirHisldEyTtlsadslfAmrd'texrd!npanlyy.doer=leftGtitt;arrrsp!aliAiesadW":sdB:Tns,Drsips,lusOniDsbp,,adiassM:Air^r!ef;ar5i g451 St. Lucie Blvd. dlss+iu lsfies!!ga(adrN egetd rpahwreiy 1pdipmas lnr:sri UnNsslItup Eslhea itloi �a idler De;ilur, erinusgs•:a Erghwd�rldis�. 8i asfi aedhras errndetad ialrkl. Fart Piet. Lucie 34946 Blvd. (opyridhi02016A-IRoolTrosses- Anthony 1.TomhoIII, P.E. Reprodudioaoffbisdoormat, inany form, ispsohihltedwitheatthewritten permission from A-1RoofTresses-Amhonyll.Tomb 111,P.E. Job Truss Truss Type Qty Ply A0041308 7A992 A10G HIP GIRDER 1 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.cwm Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3 13:53:19 2018 Page 1 I D:?UggeR5hPdn?91u OG d kja IzFdxo-TGtZdI B2yyL6Ce K?y?vUQaXCR_RFOwmMwowg E8zUQLk 3-10-0 13-9-2 21-2-0 28-6-14 _ 38-6-0 42-0-0 3 10-0 9-11-2 7-4-14 7-4-14 9-11-2 3-10-0 Dead Load.DeB. = 518 in t0 C4 6 1.5x4 II 13 36 37 38 12 39 40 41 421143 44 45 46 10 47 48 49 9 4x6 = 2x4 11 4x8 11 7x10 = 4x8 = 7x10 = 2x4 11 4x6 = 4x8 11 1-10-0 42-4-0 1.6.0 13-9-2 2112-0 , 28-6.14 40-6-0 40s1p-0 , 1-6-0 11-11-2 74-14 7-4-14 11-11-2 0-0-0 0-0-0 1$0 Plate Offsets (X,Y)- [1:0-5-14,0-0-31,[1:0-1-12,1-8-121,[2:0-7-0,0-2-8],[7:0-7-0,0-2-81, [8:0-1-12,1-8-121,[8:0-5-14,0-0-31,[10:0-4-8,04-81,[12:0-4-8,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.67 11 >753 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -1.20 11 >423 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.93 Horz(CT) 0.11 8 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Weight: 445 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2,T3: 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.OE *Except* ' B2: 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. REACTIONS. (lb/size) 1 = 2341/0-8-0 (min. 0-1-8) 8 = 2341/0-8-0 (min. 0-1-8) Max Horz 1 = 33(LC 27) Max Uplift 1 =-725(LC 4) 8 =-725(LC 5) Max Grav 1 = '2341(LC 1) 8 = 2341(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4442/1411, 2-22=-8813/2799, 22-23=-8813/2799, 23-24=-8813/2799, 3-24=-8813/2799, 3-25=-10466/3314, 25-26=-10466/3314, 26-27=-10466/3314, 27-28=-10466/3314,4-28=-10466/3314, 4-29=-10466/3314, 5-29=-10466/3314, 5-30=-10466/3314,30-31=-10466/3314, 31-32=10466/3314, 6-32=-10466/3314, 6-33=-8813/2798, 33-34=-8813/2798, 34-35=-8813/2798,7-35=-8813/2798, 7-8=4442/1411 BOT CHORD 1-13=-1290/4151, 13-36=-1307/4180, 36-37=-1307/4180, 37-38=-1307/4180, 12-38=-1367/4180, 12-39=-2819/8994, 3940=-2819/8994, 4041=-2819/8994, BOT CHORD 1-13=-1290/4151, 13-36=-1307/4180, 36-37=-1307/4180, 37-38=-1307/4180, 12-38=-1307/4180, 12-39=-2819/8994, 39-40=-2819/8994, 4041=-2819/8994, 41-42=-2819/8994, 11-42=-2819/8994, 11-43=-2808/8994, 43-44=-2808/8994, 44-45=-2808/8994, 45-46=-2808/8994, 10-46=-2808/8994, 10-47=-1284/4180, 47-48=1284/4180, 48-49=-1284/4180, 9-49=-1284/4180, 8-9=-1267/4151 WEBS 2-13=-434/262, 7-9=-434/262, 7-10=-1506/4867, 2-12=-1506/4867, 6-10=-1138/541, 3-12=-1138/541, 6-11 458/1543, 3-11=-458/1543, 4-11=-631/378 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if notedi as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced'roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding.• 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. IV��- 6 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 725 lb uplift at joint 1 and 725 lb uplift at joint 8. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)150 lb down and 164 lb up at 6-6-0, 56 lb down and 82 lb up at 8-6-12, 56 lb down and 82 lb up at 10-6-12, 56 lb down and 82 lb up at 12-6-12, 56 lb down and 82 lb up at 14-6-12, 56 lb down and 82 lb up at 16-6-12, 56 lb down and 82 lb up at 18-6-12, 56 lb down and 82 lb up at 20-6-12, 56 lb down and 82 lb up at 21-9-4, 56 lb down and 82 lb up at 23-9-4, 56 lb down and 82 lb up at 25-9-4, 56 lb down and 82 lb up at 27-9-4, 56 lb down and 82 lb up at 29-9-4, 56 lb down and 82 lb up at 31-9-4, and 56 lb down and 82 lb up at 33-9-4, and 150 lb down and 164 lb up at 35-10-0 on top chord, and 88 lb down at 6-6-0, 36 lb down at 8-6-12, 36 lb down at 10-6-12, 36 lb down at 12-6-12, 36 lb down at 14-6-12, 36 lb down at 16-6-12, 36 lb down at 18-6-12, 36 lb down at 20-6-12, 36 lb down at 21-9-4, 36 lb down at 23-9-4, 36 lb down at 25-9-4, 36 lb down at 27-9-4, 36 lb down at 29-94, 36 lb down at 31-9-4, and 36 lb down at 33-94, and 88 lb down at 35-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=-60, 2-7=-60, 7-8=-60, 1-8=-20 Concentrated Loads (lb) Vert: 13=-20(F) 9=-20(F) 7=-103(F) 2=-103(F) 22=-54(F) 23=-54(F) 24=-54(F) 25=-54(F)26=-54(F) 27=-54(F) 28=-54(F) 29 a 54(F) 30=-54(F) 31=-54(F) 32=-54(F) 33=-54(F) 34=-54(F) 35=-54(F) 36=-21(F) 37=-21(F) 38=-21(F) 39=-21(F) 40=-21(F) 41=-21(F) 42=-21(F) 43=-21(F) 44=-21(F) 45=-21(F) 46=-21(F) 47=-21 (F) 48=-21 (F) 49=-21 (F) 6'mwI•nessedutnNrnderlk'AIIOOr BUiS$�S[8a7 DIDBAI TIN arDF""LirICA1(USiDNj i@]';A(A9DD":EDSNEMi'Ins. Teary lesp prtmden sol sed ed!snIdsTress Dtsz¢mevin{r�;1Fd 1Es AstluTI TeOsP 11dreneSIM Wren, Ud!stsffrdo add FFnetoD,s"y pJTFtuwof±.nsddlt:Folhrms DDIoierdd. AsOw Desipe ItV r(i.e,S,r<cisUr 6p!Fr;1ar sednorNO orresedsuua, xadhe ndenloed euwderonnsnDryi±heles:padUe s-4eToss 6111d,, At 1DDal110000. Is IrspaessFop ts'ledsra!dnxs,smdUry /////////////,.��-��\\\��`��`` H'adls Twss6±Fnldltinislh onu±iFilUrdCe Dser,deOneised tl±d FYdelleldifin Desip±�r,mfYoileddhel�,5r 11; esdtie btd laYiU;sl,edr,11.➢egTmedth.MminblinedheTnss,Wdgk.4srne,N'tollea.i Laird sSdit: da rerra95!tyd / ' \ Iti l'a lap DFs;q^e: Fd QrFrm!,11: eEAf 4F1et1LItfTDD eediil r(�f[ls OSruldls!s Fide Nndinre l��Sdery lairnd,n{t(U)pHfltA57ln edSlU lle±drlxeUhF peFrol �AnIG IPFI EtigSM!±eSp"S!SJtief mdE0D�dlrTlnf DedpFr4,ess DessGpaeresl irenBrrdFCe;r, re'ess YFFnia IdiedlpoLVRd rgedew fixrUlep ITdi re:as iEtcisei IheTnss CtsYa fnurr is 10T »k rdilsp6eslsv, nT•us STs'!anxr dopbilLn. 01 m7,..ad eos rtFm Idmd isntl. Uppialr02016A-1Roofhosses-AmhooyT.Tombe111,1`1 Repredooionoftbisdommetd,inonyforoyispmhihiledOhm thewrinenparmissionhem A-IRed"busses-Anthonyl.TomboIII, P.T Anthony T. Tombo III, P.E. « 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Job Truss Thus Type Qty Ply 71992 B01 Hip 1 1 A0041309 Job Reference (optional) Ai Roof I Trusses, Fort Pierce, FL 34946, des!gn@a l tmss.com Hun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3 13:53:20 2018 ID:?UggeR5hF'dn?9luOGdkjalzFdxo-xTQxg5CgjFfzpnvCWjQjzn4PCOqu7SFV9SgDn 0-2-6 18-M 24-2-0 4.00 12 4x10 = 1.5x4 = 4x4 = 4x4 = 3x4 = 3x4 = 6x6 = Dead Load Defl. = 118 in o en Plate Offsets (X,Y)-- [3:0-2-4,0-2-01, [4:0-3-0,Edge]; [5:0-5-0,0-1-131, [10:0-2-0,0-1-121, [11:0-0-14,0-2-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.10 8-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.24 8-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 1371b FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 "Except" W1: 2x6 SP No.2 BRACING - TOP CHORD . Structural wood sheathing directly applied or 3-10-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-10, 4-8, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 7 = 861/0-8-0 (min. 0-1-8) 11 = 1211/0-8-0 (min. 0-1-8) Max Horz 11 = 302(LC 8) Max Uplift 7 = -243(LC 8) 11 = -431(LC 8) Max Grav 7 = 861(LC 1) 11 = 1211(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1023/266,3-4=-1528/662, 4-5=-721 /311 BOT CHORD 2-11=-173/997, 10-11=-173/512, 9-10=-890/1374, 8-9=-890/1374, 7-8=-366/612 WEBS 3-10=-1329/1553, 4-10=0/271, 4-8=-836/570, 5-8=-143/551, 5-7=-907/542, 3-11 =-1 148/1120 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 7 and 431 lb uplift at joint 11. LOAD CASE(S) Standard t:rdytlenedaryNrrtlUxik'A-I r00HIK5!Sri1UW),6dA91[i[tNSB[OAtlDC5$(9S)DMj t4Td')R(IDIC&i[C5s1ENP [x¢ rertly de4p[osaelen o>dseHesfaw[ds7ieu Cee�s Drsvi�{I[4�eri the ls!tserT. ieSlsD!,ri. rderzne SKlssi!e wc. Ddasdi-isrde[d cede vo',m( Edtwas; I'MsMI4trellist&TDDo4e,dd.AsOnsDesireftpaa{u.SptialGper.l'si!sect.,trTDDapaa!saaapmedaepahaiWdeegstenyryaui0or6:tiela{astliesgldrssi:rael.,thiDDWir,Mn1?FI.7te AnthonyT. Tombo Ill, P.E. ad uede6lsL ss4e en tgiiiy istk.,sree!iEt4¢ doto.s'. eOraeisrA'mu:d ey Yer!k tdl[isg Dail.".otaunl rlfit ii11 Wlot had Winait aiml. t80083 ISeti€VDa�rWeer,!(rmswr.11!aasstrut aarm exI(Wpewal pildnadW:Aridity (sts"tsdtg hh;ntun;ttSfjplliseai 4 in adsl(A aerda:xWits penal plane. IN W.stirtesp Mis.,W61.4datLess Deupa.Tias Oa:p BgiWaailasspadenar,Wgss 4451 St. Lucie Blvd. elessts,hi'd lye (a1:C[ep A".. 1.Ydne1 lrt[I Fritz d,,i ThTase Rope Egiear leACT as14b;Dwrer,Or!s SrisaEs>ism r'arwly. ill updo4trs arm Nod1,71fl. Fort Pierce, FL 34946 (oprrightK,,L,2016AdRoof Trusses -Anlboay,LTemboIII, p.E. Refumduamn of this ilostsmeral, in any form, is ptobibited without the wriffen permission from A-1 Roof Trusses -Anthrmy 1. Tomho 111, 1`1 1 Job Truss Truss Type Qty Ply A0041310 7A992 ' B02 Half Hip '� 1 1 Job Reference (optional) - A] r(ooT trusses, ror( rierce, rt- y+a40, oeslynrgd Its rsss.wnr 1 mull. V. IGU J IVVv IG GV 1 I rlle ll. V. IGV J evUv IG GV 1I rvlr A rr,Uuau rca, Z. r uc —P. U I D:? UggeR5hPdn?91uOGd kjalzFdxo-xTQxq 5CgjFTzpnvCWjQjzn4QH ( 16-6-0 24-2-0 6-3-10 7-8-0 4.00 12 4x10 = 5 3x4 II Dead Load Defl. = 1/16 in 6 4x4 = 5x10 \\, 1 44 = 3x4 = 3x4 = 6x6 = 1-10-0 1-6-0 , , 9.2-0 ao-26 16-6-0 24-2-0 1.6-00-0-0 7-" 1 o-6 6-3-10 7-ao Plate Offsets (X Y)- [4:0-3-0 0-3-0] [5:0-5-0 0-1-131 [11:0-0-14 0-2-10]' [11:0-2-8 0-1-81 LOADING (psf) SPACING- 2-M CS1. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.10 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.22 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT). 0.02 7 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 134 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except' W1: 2x6 SP No.2. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-7, 3-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 7 = 861/0-8-0 (min. 0-1-8) 11 = 1211/0-8-0 (min. 0-1-8) Max Horz 11 = 275(LC 8) Max Uplift 7 =-236(LC 8) 11 =-439(LC 8) Max Grav 7 = 861(LC 1) 11 = 1211(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-984/202, 3-4=-1491/663, 4-5=-903/438 BOT CHORD 2-11=-101/945, 10-11=-101/503, 9-10=-842/1334, 8-9=-842/1334, 8-15=-469/805, 7-15=-469/805 WEBS 4-8=-614/428, 5-8=-129/521, 5-7=-963/562, 3-11 =-1 156/1165, 3-10=-1272/1440 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 1 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 236 lb uplift at joint 7 and 43.9 lb uplift at joint 11. LOAD CASE(S) Standard KI!dq-r!etnneneyurndt.tk•as lugsaeanWndmtswtasTnssgnigs g,a,riy{R ;era tEe leHurLr eaCi,r.f, rdnent lint 6s'ennt. Dtless aler+islrsddtone IDD,n'y tlJlFtrl6tntrjf.'tS ied:e!Ind}I,&iDDtakedlL dstTlns Denyt 6giass[ie,s;e7uNf Etpee!r`;,fi!s!dnIg100 nrrt:etlsrtungt,�as{at rrtl•-nitedeey:eFS'itt eeirltYlllQylt let lK!r]LIDl 13yeT(ISS depO!IR1Ye NDBIIr.F1dNT.�FI.RSd!51y1 SSeapItH.I1NEaMLiAN1, StII1IlIXy Anthony T. Tombo III, P.E. caliedhis inssfiruyralenyls lie resgwsUlMdrae O>trttee D+seisuJmmsity slctle tdllYg Desiyrm,a Mentseddru ft'!ilt( reetee lead ta!Gxy nee mini. Tit ripm; tl eke TOO eM tertit!d ue dfieTnss.In,lAghol'c} n!ge, bfiDefin led Geer si i+ t`a rtspoildytf r 80083 Ilt Piltggester tricottan. i!:pTsstlwn Ib10 wtartwiusofy+ddn.stln!4ilhil(teramsdesdlsxno'.; Iim.sw6lmr11tGnesduawtI gemdpld TrleESgsa!n:irs S:aies etdddl'sd3!Lm Dtsipn,T,ess DespEagiitrwlrnss YisllM.xer; wxss 4451 St. Lucie Blvd. t3er+iu lditrdiya6d,N ogeHeglt it wraiq lydlyM:rs lme6eL WWI Dmlp fryienr is NOT U!e1bgDesyttytx:a t, Tress sfaiitnrrimy hed9ri sg. Al sup e3i!dfeeonrtas ddwel laTP6L Fort Pierce,ci 34946 (opyright © 2016 A -I Roof Trusses - AnthonyL Tomlin fll, P.E. 8eprodu flon of this document, in anyhern, is piohih8ed withom the wriftei permission from A -I goof Trusses-AnthonyL Tomho flf, P.E. Job Truss Truss Type Qty, Ply 71992 B03 Half Hip 1. 1 A0041311 Job Reference (optional) Ai Root i russes, tort werce, 1L 3494b, oesign(apaltruss.com c$ 6 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 Mi fek Industries, Inc. Tue Apr 3 13:53:20 2018 4x4 = 1.5x4 11 3x4 = Dead Load Defl. = 3116 in 3x8 If 3x4 = 3x8 = 6x6 = 4x4 = 1.5x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.23 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.48 7-8 >555 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix -MS Weight: 120 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 "Except" T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30'Except' 62: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc pudins, except end verticals. BOT CHORD - Rigid ceiling directly applied or 6-1-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 881/0-8-0 (min. 0-1-8) 11 = 1040/0-8-0 (min. 0-1-8) Max Horz 11 = 197(LC 8) Max Uplift 7 = -248(LC 8) 11 = -301(LC 8) Max Grav 7 = 881(LC 1) 11 = 1040(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1338/510,2-3=-1542/744, 3-4=-1128/560,4-5=-1022/574 BOT CHORD 1 -11 =-566/1378, 10-11=-879/1378, 9-10=-879/1378, 8-9=-879/1378, 7-8=-416/673 WEBS 3-8=-407/345, 5-8=-229/502, 5-7=-944/602, 2-11=-700/666 NOTES- 1) Wind: ASCE 7-10; Vu.lt--160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8a MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pondirig. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 248 lb uplift at joint 7 and 301 lb uplift at joint 11. LOAD CASE(S) Standard Rcdq-fleeseivaartlr rniatfn�611DOE I1155l3{iEI1fP)6[A9llIrINSd(OAachsaNslms)aFili". {R9; ae de AtFa7I T.bsM 1110.-Simh?t ne. Odnsdi-mdrItim AtTDD,a`P Illlek-4.FretSuitt 0.1fdae lDDlakeed'i As 061 Dedn fspaw(U.Spesldry6pas„E?ssdnoyTDO Artistes ee rmpai dsk pat:sslasd en'eseiq rn1m1k9q is As MoffittsVtTnss iq.aA e,A, TOO WT..tdKI}T. Ta dns; -MVIen. lartnmdnw?, wdiuy Anthony T. Tembo 111, P.E. dnedih lmsSr agtdlGar is A'Asrnsitoiy'lN0-0b, OrwA0.1?de;d w 11, idlliel Dnireer, a I. nd?d 9 A. K,i?R; n14e 6sd WErtcals al TKI. Tit srpAi d the 10.1inybIl edtiainss,udriiglafs�,tAAle, Isshadn nl imm skdthe rk resraGaT:7d ;t 80083 ' detd'ta;On:g?d?rd(sm7aast. Aliazssda NAtTDDeAWpamsesnspildms ffit lig(asiasdSrlery6'satlin{KkjiatTisW4rRlnlStGn:rsfynA9Mpun! .1asn_1PFIG9nstl±rtspaa dfisAlb:indy?unsoedpw,LnsOes'y�Fspxeraflmsdiadara?er,ae'es-, 4451 St. Lute Blvd. e3srHu ldiastlroutrea e;resi a;asurreighd{rmas indsei TkeTmscedaferieeer is NOT C.e ta�Aa)Detpaw,ATnss Sloth Eyim efol Wk479 rq".daMhtAs weer ldieNARAI' Fort Pierce, FL 34946 (appishi@2016A-IRoofBusses-AnihanyT.Tom6o111,P.I. ReprodudionDithisdocument, inanytmm,isprohihiTedwitheutThe written Permission homA-IRootTmsses-Anthmi,LTomb 111,P.I. Job Truss Truss Type Qty Ply A0041312 7e1992 ' B04 Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3 13:53:21 2018 Page 1 ID:?UggeR5hPdn?91uOGdkjalzFdxo-Pf J2RDIUZbgRxUO4QxyV?dXZo8cszifO6PmllzUQLi 1-10-0 7-11-14 1 12-M 18-4-0 i 242-0 116-1-14 4-6-2 5-10-0 5-10-0 4x4 = 3x4 = 1.5* lld Load Defl. = 5/16 in 4x4 = 3x8 11 1.5x4 11 1 3x4 = 3x8 = 6x6 = Plate Offsets (X Y)— [1:0-3-6 Edge] [2:0-0-15 0-2-12] [11:0-0-0 1-7-41 1[11:0-0-0,0-2-12] LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.39 7-8 >680 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.80 7-8 >332 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 117 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 `Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-5-4 oc bracing. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 881/0-8-0 (min. 0-1-8) 11 = 104010-8-0 (min. 0-1-8) Max Horz 11 = 170(LC 8) Max Uplift 7 = -243(LC 8) 11 = -307(LC 8) Max Grav 7 = 881(LC 1) 11 = 1040(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1333/540, 2-3=-1514f144, 3-4=-1316/647, 4-5=-1224/653 BOT CHORD 1 -11 =-576/1356, 10-11=-846/1356, 9-10=-846/1356, 8-9=-846/1356, 7-8=-550/895 WEBS 5-8=-128/473, 5-7=-1071/687, 2-11=-629/584 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp i3; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 1 3) This truss has been designed for a 10.0 psf bottom chord live load honconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 7 and 307 lb uplift at joint 11. LOAD CASE(S) Standard 66!dep IGs«HunpNJ re!GK ISe �i.I tOatnUSSrS rSIUH bs(s:u: TINSaIIee3 a«ipig«vI',Ip11I4; U11ta Id!«1I.TealeN, IL tdde3t$ItelAGie Ff. gdtee Clle(elee ddd eGHP IDa,w!J WTetnernbr�aks sldlNe«I Grnt laDule.dtL slti«ss Denpfeplsre(.e,Su:idlJ Gvust,tla cdn«p1a0«yesrtls«v«�xeedfle prd:sd«druu±nep rg«diilapG; Helrs!psv:`a+srpeT«GLpnel eerls lDD adp,eya lXl. iGkslps mn.�Nun,Gdap«stmxs. neAilry� Anthony T. Tombo II1, P.E. rAntettisimsW eginl(ieg tb ldl(iep 0esip[sr,Gtle 1.0delfi, 1K'n" 31«t1e Gt 14np«(ta KI. w80083 Ih rz.'l.2gaesg^e.ed(c6ena�.k«Gs se!w!GhelaD exlin print«sal;'ild«etAtle pninp(ee�uuSehp lfimsan{ICl peNukdar iAMflG rterdn xelTx P«rd a.dme 4el kgusle«spcdl3sseiA5esd9e7!«latGjeN,TielsarxrteamrT«lsws.te:mer,wlnc 4451 St. Lucie Blvd. etervise Kid Ile 5tod epdep« ie vn,l 1p dl penzIwLet. ileT«ss d Eapi««Is10i Fapn'dep aesiples,nT«ss SpY.enapi«ere.olklGy. Ig s�adadGros nemad�d iolll 1. Fort Pierce, FL 34946 (opysighf02016A-I Roof hosses-Anf6onyLTomb III, P.I. Reprodultionof Ibis dommerd,inaayform, isptohibAedOhm The vritteapermission from A -I Roof Trusses -AathonyLTomboIII, P.I. Job Truss Truss Type Qty Ply 71992 B05 Half Hip 1 1 A0041313 Job Reference (optional) mWi i Iuoaes, ruse nesue, rL xvvo, uesigrigya lwss.com Run: 8.i20 s Nov 12 201 / Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3 13:63:21 2018 'Page 1 ID:?UggeR5hPdn?91uOGdkjalzFdxo-Pf J2RDIUZbgRxUO4QxyV?dcboCfszhfO6Pm11zUQLi 1-10-0 5-7-14 10-6-0 17-4-0 24-2-0 1-10-0 3 9 14 4-10-2 6-10-0 6-10-0 U, 0 4x10 = d nn 3x4 = Dog Lpad Defl. = 118 in " — 3x10 li 1.5x4 11 3x4 = 6x6 = 8-8-0 17-4-0 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC_ 0.67 Vert(LL) -0.13 7-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.27 7-9 >988 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Horz(CT) 0.04 , 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 110 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except` T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except` W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-5 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-3 oc bracing. WEBS 1 Row at midpt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 881/0-8-0 (min. 0-1-8) 10 = 1040/0-8-0 (min. 0-1-8) Max Horz 10 = 143(LC 8) Max Uplift 6 = -238(LC 8) 10 = -311(LC 8) Max Grav 6 = 881(LC 1) 10 = 1040(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1261/414, 2-3=-1506(715, 34=-1266/673 BOT CHORD 1-10=-519/1332, 9-10=-745/1332, 8-9=-741/1336, 7-8=-741/1336, 6-7=-673/1266 WEBS 3-9=0/268, 4-7=0/330, 4-6=-1395/742, 2-10=-828/863 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8e MWFRS for reactions shown; Lumber D0L=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pondirig. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *,This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 238 lb uplift at joint 6 and 311 lb uplift at joint 10. LOAD CASE(S) Standard Sn�elry-rlesselldrsgElrrelisvtk'Ad 100E aLKs2('illl(i')6EBg1!EE1(iSdtDK"ulil[h�EBSTON{"6418'IltrrOAtEdi4ENi'tsm.Is!At Mtip imaeee@e>t!!d oNn RsaisT!ns D@I�Jrr+iy lRw; sr; IE's ltllRrl.l a>D,r.E.Mnexie k:slEe'e;e ne. Dele@ dM@riu ddtimdeIDD,%a WI!Eoseenn ikts slsllle eRit@e&TOD@5e!dLL 1101issD@IphtlrcefLe,sse,3I1r Ede@r;.091!J eedejTDD eeEetItaSRp@ Reilll re0l!SSIRdeRA@fle§@!rRtiNltljlt It,deStritIM sloeT@ss dpi0el it fit TOD all, wleriri. Nisspso risr. IsttapInNnal, scdllq Anthony T. Tornbo III, P.E. .duedhis frdss"r.1105des(slh rope!isiDq sfCe O.ix,ne0ntisea:a•i:e2epsftitle lull@E OesiEe<e,®t;e!u@@sllu li(,6s t3:ulIke Walkartnadisi MI. T1egpWilhe TOD oN nr Aeli neeft4eTRss,iod!hs;la#,dry, sK:sre, to@Iifi@ul Cni s6>ti'.a ry @sWasi.:n if +80083. ' RsM rOesae�erdhcsees.All Ressit RluM70tsesitvTimi@tmspilel@sselNsfxlAgh¢r;demSeleryh'emdin'KYreHlskednyl?Iea1SK1e@reh�esses!upsesatpllnelrriktiRslerespxSrBiesexl6nndheLessDeupu,lusDes'phgaurRlTRSiNpfA1,^N.er.Rlii 44StSt.0083. IYd. .1-ise lrseehpohA.xd egreel epsis vsnighdlramts is+ai@I.TheT@ss Eesla Eryiiur is AOTLk 10.10esq,er,erTrue Sy0m Ealb@rror h.0kdl. ulmli>rosdtvs evens lefaelednll' Fost1St. Lucie Blvd. (opynight02g16A-I Roof Trasses- Anthony 1.Tombo111,P.E. ReprodaRianofthis dorument,inany form, ispro34946 bilshedwithout the written permission from A-) Roof Tnsses-Anthony LTomhoIII, P.E. Job Truss Truss Type Qty Ply A0041314 741992 } B06G Half Hip Girder. 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3 13:53:22 2018 Page 1 I D:?Ugge R5hPd n?9lu O GdkjalzFdxo-trYhFnDwFtjh 353ae7TB2C9iKCTQbJ4od m 9KrTzUQLh 1-10-0 , 8-6-0 16-2-4 23-10-8 24 2 0 1-10-0 6-8-0 7-8-4 748-4 0-3-8 3x4 = 6x10 \\ 1-6-0 LOADING(psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr NO BCDL 10.0 Code FBC2017/•iP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.2 *Except* W3,W5: 2x4 SP No.3, W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-4-12 oc bracing: 7-9. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 1922/0-8-0 (min. 0-2-4) 10 = 1748/0-8-0 (min. 0-2-1) Max Horz 10 = 116(LC 4) , Max Uplift 6 = -607(LC 4) 10 = -553(LC 4) Max Grav 6 = 1922(LC 1) , 10 = 1748(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-338/120, 2-3=-3375/966, 3-14=-3563/1057, 14-15=-3563/1057, 15-16=-3563/1057, 4-16=-3563/1057, 4-17=-3563/1057, 17-18=-3563/1057, 18-19=-3563/1057, 19-20=-3563/1057, 5-20=-3563/1057, 5-6=-1771/665 BOT CHORD 1 -1 0=-1 37/382, 9-10=-252/382, 9-21=-956/3125, 21-22=-956/3125, 8-22=-956/3125,8-23=-956/3125, 7-23=-956/3125 Dead Load Defl. = 1/4 in 5x6 = 1+xO — 4x10 = 5x10 MT20HS1I 16-2-4 24-2-0 7-8-4 7-11-12 1:0-2-12,0-2-81,[10:0-0-14,0-2-101 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.99 Vert(LL) -0.19 7-9 >999 360 MT20 244/190 BC 0.89 Vert(CT) -0.45 7-9 >597 240 MT20HS 187/143 WB 0.83 Horz(CT) 0.04 6 n/a n/a Matrix -MS Weight: 118 Ib FT = 10% BOT CHORD 1-10=-137/382, 9-10=-252/382, 9-21=-956/3125, 21-22=-956/3125, 8-22=-956/31125, 8-23=-956/3125, 7-23=-956131125 WEBS 1 3-9=0/449, 2-,1 0=-1 667/612, 3-7=-129/467r 4-7=-1035/597, 5-7=-1089/3661, 2-9=-758/2767 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B;, Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 1 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 607 lb uplift at joint 6 and 553 lb uplift at joint 10. ' 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)171 lb down and 216 Ib up at 8-6-0, 113 lb down and 113 lb up at 10-6-12, 113 lb down and 113 lb up at 12-6-12, 113 Ibi down and 113 lb up at 14-6-12, 113 lb down and 113 lb up at 16-6-12, 113 lb down and 113 lb up at 18-6-12, 113 lb down and 113 lb up at 20-6-12, and 113 lb down and 113 lb up at 22-6-12, and 144 lb down and 107 lb up at 24-0-4 on top chord , and 287 lb down and 79 lb up at 8-6-0, 77 lb down at 10-6-12, 77 lb down at 12-6-12, 77 lb down at 14-6-12, 77 lb down at 16-6-12, 77 lb down at 18-6-12, and 77 lb down at 20-6-12, and 77 lb down at 22-6-12 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=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-11=-20 Concentrated Loads (lb) Vert: 9=-287(B) 3=-171(B) 5=-144(B) 14=-1 13(B) 15=-113(B) 16=-113(B) 17=-113(B) 18=-113(B) 19=-1 13(B) 20=-1 13(B) 21 =-51 (B) 22=-51 (B) 23=-51 (B) 24=-51 (B) 25=-51 (B) 26=-51 (B) 27=-51(B) Ge,uq • rleese ticngHrreliex tk'dd 17Cr II:AYS(-SE0fP16tri1L' RIMS d tQFtdllgrf tISIDM� dl7]';dtrd[G;Ev"unfdr II!S, r!!ar droll tE10tl1I3 Y3C!t,JIN3116111f I!ft1 gl1[1 d,avigltr9i; ¢A rta dmNrt razitri rtMtltett SlH1 f11!e i1t. UBIes1 tlitt�lit Stf1!I IapefUO.faJ glT[ko¢eemrrihftlil;4e tleddr tFx ldDla6e relit lfeirnf Desgt hyitee{I.e,gplifllt fipcez;,rr. utlneg7aD reCeserts te�rwu cute lraL•sslttd eq%teriq rzsptsililrtrfat tie lEs laof lfhfY ETrtlf defi,I!I talitr!!d ttl(. eadtl lfld.iQlees'�asnnPiess.lt[�:apaednn:, f!itdilCl Anthony T. TOnIbo III, P.E. dnedfirs iress4rtnrdl6tc is lk requsililihdCe O.nctlt0.uife�'^.smelt�v.%wtit Whi Milnr,relSetxhrtdto In, dtR altle lord kebj.1t¢iMi. ile gynnidlh lUD oN tgM1eti nedfieTros. bit6ra e,�'�y.ttl:gt,iuhlltlin ul kn'sg s'eiltkEt rt!�u1d3,rtl ' <80083 M0.d'las0es7,ae:tdfearYD�:. dl!ra3stelw]stleTWeillsrrati,esofpddhettttleh,ItlgrtsKaMSderyW:em[fin(tRIIpH!sle: 1171eAS6LtearcltleaWingeeNpiissuL ilfe5rr,Qettfpm!5ities¢db ndltltelsPttipetLnfdel tFnpsnwlrnlltlrnfeMe,,a:e11 4451 St. Lucie Blvd. eferdu Is ittdlro Gantt greed apt it %ttfiq lytllrerr:n lar dui iheTress Geslargden I1 rC1h ra:iad GEsleer,rtTnss dps±e� tgitar t'. mr Sn19q. AI1gd�atdferal er<at dtfiael ialrl I. 1 Fort Pierce, FL 34946 EoP1righl@2f116A-Iloaf Trusses -Anthony 1.TomhollLP.E. Reprodudionofibis domment,inonyfonsoisprohihiudwithout this writienPermission6emA-IAoofTmsses-Anthonyl.Tomholll,P.E. Job Truss Truss Type Qty Ply 71992 C01 Half Hip 1 1 A0041315 Job Reference (optional) Al Runs i russes, rod Pierce, FL 34946, aeslgn@aiwss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3 13:53:23 2018 1 ID:?UaaeR5hPdn?9luOGdkialzFdxo-L26377E7OArYoFemRr 0nC3ivnrtVKrFvr0WN, 6x8 = 4x4 = 4.aa R 2 _ is I U 8 3x8 = 2x4 II 4x4 = 1.5x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 - Vert(LL) 0.40 12 >570 360 TCDL 10.0 Lumber DOL 1'25 BC 0.58 Vert(CT) -0.71 12 >320 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.50 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS LUMBER - TOP CHORD 2x8 SP 240OF 1.8E *Except` T3: 2x6 SP No.2, T1: 2x6 SP 240OF 2.0E BOT CHORD 2x4 SP No.3 `Except` B1: 2x6 SP No.2, B3: 2x6 SP 240OF 2.0E B5: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 54-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 794/0-8-0 (min. 0-1-8) 1 = 867/0-8-0 (min. 0-1-8) Max Horz 1 = 225(LC 8) Max Uplift 8 = -119(LC 8) 1 = -123(LC 8) Max Grav 8 = 794(LC 1) 1 = 867(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1420/478, 2-3=-439/0, 3-4=-345/0, 4-18=-1874/598,5-18=-1805/635, 5-19=-649/196, 6-1 9=-615/228, 6-7=-505/207, 7-8=-758/342 BOT CHORD 1-13=-729/1296, 12-13=-729/1296, . 4-12=-553/1041,4-11=-775/1881, 10-11=-782/1894 WEBS 7-10=-354/855, 5-11=-81/353, 2-12=-1589/895, 5-10=-1717/707 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8r MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 150.01b AC unit load placed on the top chord, 13-3-0 from left end, supported at two points, 3-0-0 apart' 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint'8 and 123 lb uplift at joint 1. LOAD CASE(S) Standard Dead Load Defl. = 3/8 in PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 141 lb FT = 10% Rddq•narenngwrn.lr.rh al mernns3(sruErirarad:TErusa(oadnD(snnDa{K7]y irdDGE�dFI Ism Ter4dedpimadnsmdmdndsalr;:pnssamism-i4(irv, W the knisari.traa>ai,Kle ewsi ?!�lHe.Ddr!sft'i"0detm&TDD,.y ILietsrseemrrktssldi:�rsedfirlkTDD lakrdiL sseLns Des11v 6pseeiti,sTe:Imrrepug;.mrs•desvnmoape:emoaap�:ed!li rrd,and eaw;n(r:srnuTuuT�e:ls<r!s�psdKes erns aer,a!dsenetooedr, rateri:Y-t �trzpm!mpi!n,trcta�mNnxr,smdnry gnthony T. Tombo III, P.E. rd tit dfik Nssfrrup Wbt is he mrnslbllar die Nmr.fii 0Y1sw1whedeyde;fir WIC4 Desilm,aNndeddtuK!iil".1te6adWdr3nie M1Mi.➢eq,m':dtit III vi.q telfneeffieTn!s,W,01k.Cgsage. IrsfiDda Whe[rsldlAf!a n!µxtl+It,d .mac 80083 ' MMlsaDet,,aarrdQ rN:.Allnfissetaf.6nDrodrsrpe9ros®l�tldnesdKiWki(wrsomsdef1ime5n{K1r,1,14'sEedE(InVistapbrddered!nnmaplsattlYlk9ns4irnpean5tiesssWlln91eTnisoir�rer.TnuDn0m errnINis N.,.hNw,atss 4451St.0083Lucie Blvd. r3RRlse idfieddro Was eyeedelsin miliq ETdllatas lothd ThTnss resla:slim! Is ACT tie rid�7Dsz: r,dTn!ssls!ia Egmw dsafinliq. uI gslgasfhrm w m ddaed bRN. Fort Pierce, FL 34946 (eppigbs®2016A-IEoafhasses-AolbonyI.TomboIII, P.E. Eeprodudianft6isdomment,inany fmm,isprohibiadwitheatthe written permissionfrom A-1EaolTrasses-AathonyT.Tombis III, P.E. Job Truss Truss Type 1 Qty Ply A0041316 74992 * CO2 Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 201 1 MI I ex Industries, Inc. I ue Apr s 1 s:oa:zs zu1ls Itl•919R4T7P7nArVnF: mRr Onr)iv KsWvrOiitNl 4x8 = 1.5x4 11 3x4 = 1.5x4 11 3x4 = 9-&0 1-6-0 11 6-6-8 8-52 9-3-0 13-&0 15�0 17-0.0 1 19-6-0 1-6-0 -0- 4-8-8 1-10.10 0.9.14 3-9-0 1-9-0 2.0 0.31 2-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.38 13 >583 360 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.68 13 >325 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(CT) 0.47 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x8 SP 240OF 1.8E 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except` B2,B4: 2x4 SP No.3 83: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD 1 Structural wood sheathing directly applied or 5-1-1 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 827/0-8-0 (min. 0-1-8) 8 = 798/0-8-0 (min. 0-1-8) Max Horz 1 = 198(LC 8) Max Uplift 1 = -120(LC 8) 8 = -112(LC 8) Max Grav 1 = 827(LC 1) 8 = 798(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1487/526, 2-3=-423/32, 3-19=-2305/815, 4-19=-2236/849, 4-5=-981 /350, 5-6=-804/309, 6-7=-704/276, 7-8=-812/344 BOT CHORD 1-14=734/1338, 13-14=-734/1338, 3-13=-537/1018, 3-12=-961/2322, 11 -1 2=-972/2345, 10-11=-309/804, 6-10=-284/169 WEBS 7-10=-411/1050, 4-12=-225/666, 5-11=-270/566, 2-13=-16481905, 4-11=-2115/912 NOTES- I 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8e MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 150.01b AC unit load placed on the top chord, 13-3-0 from left end, supported at two points, 3-0-0 apart. 3) Provide adequate drainage to prevent water ponding. I 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 lb uplift at joint 1 and 112 lb uplift at joint 8. LOAD CASE(S) Standard Dead Load Defl. = 3/8 in 0 T N PLATES GRIP MT20 244/190 Weight: 131 lb FT = 10% b'eml I IDDE IUSSESrSE6fPe WHIZ TI NSA (OTDITID5S [DSTOYrEtlEri!.EIADD'iEH,1fEXi MS IKdr hip putadt s nulled wits piss No Desna 5reriy(Tr4}ed at War]. hu$nrl It edteem Steelfehre net. Ades, 01-isr ddd adeTDD," Mark Yee stillI-rdI.,it, TOD le 4erdil. As Ness Deslp houtter(I.e.SpvOrbtlutrj,rt! ul a ryTDD apeam amrace Of fit rotested fWwrlel reynsallesfir It, I..sdat s.4eTmit bpioel in tit TDD rip v.I&I. N Mile msrrepum, led.;unumas, Brad" Anthony T. Tornbo III, P.E. rlese fts imsfe!.11.1 1Ms.rnlxsidliLd h Oemk pruis a"6l:deltfelit 1.1610uipe,® at Itam ON lK!Ir Inalfe 6rrk: inirtesd MI. leylnrrldlk TDDmlr80083 ' the^#ugDes^u!edfeS-eM!. tllrs:essefpeseldelDDsUlap�ius®dpildletsAtlet.Itd!y(lrtyaSrlrryhrntllu{IESQpNISMdtri7lydS6UaerddeaelMlrreatAmse.Tri-1Eerasds:e:rmsi69Tnrsdd9>sCtlelnssOrnpeLlrasieslrapatrddinssNzMrCe!er,,n'rss 4451 St. Lucie Blvd. el;urise ldirdlro Gsl:rD epedepels wriAq erdllrras lm:{lei lieTns; CeDa Eyirrer is MOTBaeriidal rraiper, erTass bliaerdortiliiyTO t*1Mvdhrrm rem bf ollslrel. Fort Pierce, FL 34946 Cop(Tiphi0U16A.lfodTMsses-AnlbonyT.Tombo111,P.E. Repiodoniooof ibis domment,inanyform, is prDbihifedwithnutthew4fleopermission from A -I Roof Trusses -Anihonyl.Tombs III, P.L Job Truss Truss Type City Ply 71992 CO3 Half Hip 1 1 A0041317 Job Reference (optional) .un. v. a !.any !< — r f rt nn, o. V fs rvuw !c tot f tvu i etc enousules, Inc. i ue Apr s 13:os:z4 zults 1-10-0 4x6 11 4x6 = Dead Load Defl. = 3/8 in 4 5 4,00 12 3x4 EE 3 tE rZ W5 'ni 1 Bi o r 10 9 8 7 614 3x4 —_ 3x8 II 5x10 MT20HS WB= 5x10 MT20HS= 1.5x4 11 3x4 = 1 6 01,1Q-0 9-9-5 13 0-0 19-6-0 1-6-0 0 4-0 7-11-5 3-2-12 6-6-0 Plate Offsets (X,Y)— [1:0-2-0,Edgel,[2:0-0-15,0-2-121[4:0-2-13 0-2-01 [6:0-2-14 0-2-01 [10:0-0-0 1-7-4] [10.0-0-0 0-2-121 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.43 7-9 >482 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.75 7-9 >276 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 96 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* B2: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W5: 2x8 SP No.2, W1: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 687/0-8-0 (min. 0-1-8) 10 = 849/0-8-0 (min. 0-1-8) Max Horz 10 = 177(LC 6) Max Uplift 6 = -198(LC 8) 10 = -252(LC 8) Max Grav 6 = 748(LC 2) 10 = 849(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-900/249, 2-3=-1105/502, 3-4=-411/197,4-5=-343/197, 5-6=-261 /202 BOT CHORD 1 -1 0=-332/964, 9-10=-613/964, 8-9=-613/964, 7-8=-596/939, 7-14=-197/343,6-14=-197/343 WEBS 3-9=-175/528, 3-7=-916/603, 2-10=-702/721 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 198 lb uplift at joint 6 and 252 lb uplift at joint 10. LOAD CASE(S) Standard 6e!riq � tln.elhartlNrrnitatle'8I IOOF Ili5srS{iflla'j 6fg:11L IftNS d (pFOtIICa (gs70M� Ih7]';:.([(0&TEOitlOR'ttrs. lerAy lesip pnroden rilrid r9ts wliisl!fss gls�l giTYlipEf(i(rfl the trtlrerl. Teohtfl, t.L Mtles/4?EI he'e'eHS. RdlSS dhHYl[t dddrEtlt lDg,�:l U17eiesrttmrp!Eesshdit: rsedLrNe 1H!IthetOL tselras Dnl}r hpue{I.e,Spendtt 6prtv;.Aetdnery100 represeds tE cmp�;rdlle prdesslud emote;irgrspushgtltb; the les:tsitnes�tpeUrtsietidel rcge TDD odt,wiuTNl. the ierg, nnoN!rw.irdalur(meu, s.osiu:g Anthony T. Tombo III, P.E. ed 13t Oli s Imssfr .q 161141 is the RspH51211ih, llihtgtlm.lit owls edsmd end w the lnikq geslset!,® LSe uOid dle, Kits !.L 9ltit kdb!Cq uis atlbl, the q{mU dtir IDD min!lidlnr dheTnss. iodrfir5 had'y. ss�e, frsNlEhre uikrrag sid'iH fe rzspraiid3rd ' IWtz!!fa 0ts� rd(eminU!. Ali wlsstlrotufltIDDnllht !t4ites®I ieloesifthehtiliif (over wsd l omtun'((SI; Nnk3 INoadst(AueahiemJTn tool :lam-1PNle9rashtrzs htluiesa+J�n o!MT,usksi n,liessDes! 6'aerradrmsYasfit,^.rn;ness 280083 g ! r p t p r hr n r ! r p 4451 St. Lucie Blvd. t3tMuidirdipo.t9!mrped rpvuwdoglt dlter,:fs 4tdtei lie toss Cerra Etpheeris RCl al�taaapGrsigaer,rthrsssr£em Egiemr:'mrhfilmtp. mrgxatat;onreos ietaN ltfi�l. Fort Pierre, FL 34946 topyTight(f12016A-I RoofTtosses-AmhonyT.Tomho111,P.E. Reprodudionoflhisdommens,indoyform, isprohilthedwithout the written permission hem A -I Roof Tresses -Acthonyl.Tomb 111,P.E. Job Truss Truss Type Qty Ply A0041318 7A992 �� C04 Half Hip 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com I Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3 13:53:24 2018 Page 1 ID:?UggeR5hPdn?9luOGdkjalzFdxo-pEgSgSFBnUzPIPDzIYVf7dF4R?AS3KK544eRvMzUQU 1-10-0 9-6-0 11-0-0 , 19-6-0 1-10-0 7-8-0 1-6 0 8-6-0 3x4 4:00 12 4x4 = 4xbFad Load Defl. = 7/16 in ¢ ¢ 9 8 7 ILI e 6 3x4 = 3x8 11 5x6 = 3x4 = 5x10 MT20HS= 1 6 0 1 1 0 9-6-0 11-0-0 19-6-0 1-6-0 1-0 7-8-0 1 6 0 8-6-0 Plate Offsets (X Y)— [1:0-2-10 Edge] [2:0-0-15 0-2-12] [6:0-2-14 0-2-01 [9:0-0-0 1-7-4][9:0-0-0,0-2-121 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.45 6-7 >460 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.81 6-7 >257 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 92 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except* B2: 2x6'SP 2400F 2.0E WEBS 2x4 SP No.3 `Except` W5: 2x8 SP No.2, W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 687/0-8-0 (min. 0-1-8) 9 = 849/0-8-0 (min. 0-1-8) Max Horz 9 = 150(LC 8) Max Uplift 6 = -191(LC 8) 9 = -258(LC 8) Max Grav 6 = 687(LC 1) 9 = 849(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces-250 (lb) or less except when shown. TOP CHORD 1-2=-893/266, 2-3=-1078/497, 3-4=-467/251, 4-5=-408/229, 5-6=-295/233 BOT CHORD 1-9=-332/942, 8-9=-570/942, 7-8=-564/940,6-7=-229/408 WEBS 3-7=-11321706, 3-8=-390/868, 2-9=-642/655 I NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; ExPiB; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates. are MT20 plates unless otherwise indicated. 1 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 6 and 258 lb uplift at joint 9. LOAD CASE(S) Standard ', 6edy-nxu nmeyyea.iee r�'aa IOOi IiJS50r•SI08 j tYAiSt fEU1S ¢ (OM:d00�OSTOMj Eft]? t0.'YCAsu:SnERP In¢, Ternt Hdprueriden¢zd rt¢C¢des x 1lisless Oenp haiy (fGi; eH ih Aeris¢rT, iscN Oi rE.tdeeae 9rs15e4a xs. Od:ss sder¢ise ddd xtleT➢O,aj tlJlekuu!mrr:¢!ess4dit: xelU!ne IODlak,dLLU¢rrns 0esiphptte(u,Spenmr bare!r,.n!ud re xr100regresWsxumpw:ed0e rrd:sshW er{ertlea,eynsiNlny it ne lx:psdsiaseTms kt;aderne111D Wr.¢alnTrrt.irxen!ps ns¢mpnx,ndsyxe6nees. seOdilTr Anthony T. Tombo lll, P.E. adxedtus(mssTerxrtaller is A.mpu!i14dtse oa!Oh0-see',enede,edcne 1161EOesiyh,,®1amWeddlit lY nele(¢dtle txdb!rgnr¢¢dMI. le gyns¢idt4e tOp ¢il nrOdrxednsTnst ledeoe¢bz sy st gt, iuldldx xEk¢!it sidf sy m!ttacl':ryel «80083 ' netilap0esjse•rt!¢s.•¢n!.L"a0ssdx!ith TOD ret to rsasmsr�(nedm!sdn!tnitig(espsxlSdery hr¢mtliu R(1freNutxd Et Rl xdSHl meWye?•Wkspxm'pAme lr�I hSf[i3?le:p9:(;I7ilS xAb'J'Sdn!T:ISSDed]eY.r'Zas �H.p'�F¢�1;R¢It rm-S M11deh!lf;x#SS 4451 St. Lucie Blvd. eaxdserdrdtr¢[.aw¢�ede,e®mncr¢dtrm:nim<eei neimsseena(y¢nristerneraa�geestve,xirass(s:zaru!nte¢r6euny uimprwadt:mmc adadlarrtl. Fort Pierce, FL 34946 Copyright 02016A-1Roof Tiusses-AnihonyT.TomboIII, P.I. Reproducioncithisdorument,inooylmm,isptohibrledwithout the wrinenpermissionfrom A -I Roof Trusses -Anthony LTomb lll,P.E. Job Truss Truss Type Qty Ply 71992 C05 Common 2 1 A0041319 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITek Industries, Inc. Tue Apr 3 13:53:24 2018 Page 1 I D:?UggeR5hPdn?9lu OGd kjalzFdxo-pEgS gS FBn UzPI PDzIYVf7d F2d?Ab3OY544eRvMzUQU 1-10 0 5-7-14 10-6-0 14-10-4 19-M 1-10-0 3-9-14 4-10-2 4 4 4 4-7-12 4x6 = Dead Load Defl. = 1/8 in 3x4 = 3x8 11 5x6 = 3x8 I I LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` W1: 2x6 SP No.2 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 8-7-3 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 712/0-8-0 (min. 0-1-8) 7 = 847/0-8-0 (min.0-1-8) Max Horz 7 = 65(LC 12) Max Uplift 5 = -160(LC 9) 7 = -247(LC 8) Max Grav 5 = 712(LC 1) 7 = 847(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-832/274, 2-3=-1052/563, 3-4=-1036/562, 4-5=-262/95 BOT CHORD 1-7=-378/908, 6-7=-411/908, 5-6=-411/908 WEBS 3-6=0/327, 2-7=-751 /825 NOTES- 1) Unbalanced roof live loads have been considered for this design. I� CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 1.00 Vert(LL) -0.14 6-15 >999 360 MT20 244/190 BC 0.78 Vert(CT) 7-0.26 6-15 >803 240 WB 0.12 Horz(CT) -0.04 5 n/a n/a Matrix -MS Weight: 69 lb FT =10% 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf, h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord Dive load nonconcurrent with any other live loads., 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 160 lb uplift at joint 5 and 247 lb uplift at joint 7. LOAD CASE(S) Standard Feder n!aenusgdr,!destk•a.11Dor nOSss{•truu't s(a;ru IM5 a meancM mslonl mrte;:aeD ;eSMEAr rxz iriFr dedp:Imemelen ud rt9utts n t3isliss SesiDSDre+inr lffGjer� Ih Ad{wYT. Taal>D4 rE (dace! SlM4.Sre!se. 0dess dlenise dde(eatleIDD,w!r MiTtk iveh F£essldli:sudfirkml3DUkrdiLheiress DesiphpceaQs,S}e:uAl69ee;t1!udneglDDutteseds.'-r�eaft, lrNnsUedegfsl:hates(nsiWa(6;IklesodResrleTnsslylm!leenelDDa,¢,nral?Id.Iht!silsnnmptae<.6rinluelmw!,smeiiliry AnthonyT. Tombo III, P.E. ednedn'ssimaIs, sg ldlsisr is lh,upo'Unr0h Goes, fit OrnisedsissircA e;5,1#i1Duirse;.N MWKtsKA?111.1Ih lad Wrnff(ea1%1. 11e ggnddlh lDD¢ilen fieli rsed6!Tnss,®de6alsi'r.}sarq!,teshDdiu ultmir sShcMNrnsras:3+tlyd 280083 ' tkhlertDls:ra:velce edm. Rlina sselwlieteeTDDe:'dl'artmnusmrpi(dm!sdteeGtlrfq(anraedsdelrtr.'oad..{Ks¢pil"Wd rMVilS(fAmrele,exe�!arennlpsApu.IPNEetias3:rnpailST.Siddei!sdllaLnsDesirsx,UnsDulp+Farh:nailussMs»ierarzr,gess 4451 St. Luele Blvd. dutra fberlroCed;m erredspeurdnq lr dlrM:es imdus. lleTon D•tdprgm is I fr. W1a1 Ouipti vTress Spa hrisareorre nee lllr� iaM4ems aeon (dmdalPlL Fort Pierce, FL 34946 (apyrirh102016A-1focMusses-AnlhoseyLTombaIII, P.1. Beprodudionoffhisdomment,inanyform,ispiehibiledwilheolthe wdttenperreissionhomA-1AoofTrusses-AnthanyLTomb 111,P.I. Job Truss Truss Type Qty Ply AO041320 7A992 C06 Hip 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3 13:53:25 2018 Page 1 I D:?UggeR5hPdn?9luOGdkjalzFdxo-HQEquoGpYo5GwZn9JGOugmEwPW WorMFJkN_RozUQLe 1-10-0 4-10-14 9-0-0 12-0-0 19-6-0 1-10-0 3-0-14 4-1-2 3-0-0 7-6-0 0 0 3x8 II 4x4 = 4x4 = 1.5x4 11 LOADING (psf) SPACING- 2-0-0 CSI. ' DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.18 7-18 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.29 7-18 >729 240 BCLL 0.0 Rep Stress Incr YES WB 6.09 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 "Except' W1: 2x6 SP No.2 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-5-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 713/0-8-0 (min.0-1-8) 10 = 848/0-8-0 (min.0-1-8) Max Horz 10 = 58(LC 12) Max Uplift 6 = -168(LC 9) 10 = -255(LC 8) Max Grav 6 = 713(LC 1) 10 = 848(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-901/330, 2-3=-1090/572, 3-4=-955/593,4-5=-1074/571 BOT CHORD 1-10=401/952, 9-10=-433/952, 8-9=430/955,7-8=430/955, 6-7=433/951 WEBS 2-10=-652/693 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124r 1ph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp' B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Ezterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 6 and 255 lb uplift at joint 10. LOAD CASE(S) Standard Dead Load Defl. = 1/8 in en A A JV6 3x8 11 PLATES GRIP MT20 244/190 Weight: 72 lb FT = 10% g,Wq'm nIkor,epfpr.Ih•asroF111.1fsrifofri ur:ntTMIL(p:ftlols aefoiigxrpip;ftrrg& ooGFM Ina ierApf pt eeratl naafi x9 eM initisl:ess Desahr np lRs rd lEe lrlerl.iglrui, r.Et +eaeRal ks oTe s. Odt splenie dieetlrTtP, ap UjIdafirehsslfifeadh,kTlgahe,dlf.hsaTmsoesiphViter i.5pldry6[iult;,R±uelnrryIDDsepre:erlcnv¢,^,audttepralassWedensreri,rrzgrrsllllapS;tleers!wcillrsh tTnssfy:a4,eeemoutp,naattN.nef±slgaxsmN�rn.lyd:aycu6uxs,shrsury AnthonyT. Tombo III, P.E. rdrsefisLsshr,q tdliel is r-ap,utiNp dl'h,(1-, 14 ais,agvd,�f,; th teillia Dail.,. Rik" d irtt, i±V N.bad kA.1afrafmi. Ike gpmddike too Wa.tidf ae fie Tass,W,fiq ba4r,,;ge, faMau ai lmhpiulta Na revpsllft, d :80083 ' Ittrzlegoaigrt:Wfea,M:.ua!mWool hi,looalInpact.safp.iltlmsdaetdl8q4apaiiiWet h.cia;,MIIfflidlyInail tAa±sdy±arlMpue!p,idaee.IP4ldas3±nspmii�Tesnldti±sd2±LasU,tips,LasUes:ps6�erwiin)stiaut,Crrzr,axss Blvd. r#e.iulfiedipa6fmd,gerdapai, wmiglpol irn:a imdni TaeTassfrdp lapiwis IN ie raibigesiper,aTn:siIP..himu,of.1 W.5gl All egfl—a'amlfa,elionu4g51St. Lurie . Fort Pierce, Lucie Blvd. (op)Tighl©2D16A.IRoof Trusses - Anthony LTomboIII, p.(. Reprodurdion of this document, in any form, is pro I hibited wiflimul The wriffen permission from A-1 RoofTrasses-AnlhanyT.Tombo111,R.(. Job Truss Truss Type Qty Ply 71992 C07G Hip Girder 1 1 A0041321 Job Reference (optional) .., .. tV1Gt3, Vt- �U, UC51(J11(Wd IUU55XUrn Run: Ls. lzu s Nov 1z zu1 t NnnC 6.12u s Nov 12 2017 MITek Industries, Inc. Tue Apr 3 13:53:26 2018 Page 1 ID:?UggeR5hPdn?9luOGdkjalzFdxo-IdoC58HRJ5D7XiMLtzX7C2KSspgMX13OX07X_EzUQLd 3-9-2 7-0-0 10-6-0 14-0-0 19-&0 3 9 2 3-2-14 3-6-0 3 6 0 5-6-0 Dead Load Defl. = 1/8 in VM.� 2x4 III 5x6 = 2x4 11 WO II 5x6 II Plate Offsets (X,Y)— i1:0-10-2,0-1-51, f1:0-0-4 Edgel [1:0-0-0 0-0-4] LOADING II SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.11 6-8 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL , 1.25 BC` 0:96 Vert(CT) -0.23 6-8 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.12 Horz(CT) 0.04 5 n/a n/a BCDL 10.6 Code FBC2017ITP12014 Matrix -MS Weight: 87 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E *Except* B2: 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-4-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 1066/0-8-0 (min.0-1-8) 1 = 1201/0-8-0 (min.0-1-8) Max Horz 1 = 48(LC 27) Max Uplift 5 =-329(LC 5) 1 =-362(LC 4) Max Grav 5 = 1066(LC 1) 1 = 1201(LC 1) I FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-2038/650, 2-19=-1886/626, 19-20=-1886/626, 20-21=-1886/626, 3-21 =-1 886/626, 3-4=-2020/647, 4-5=-748/229 BOT CHORD 1-8=-575/1884, 8-22=-564/1886, 22-23=-564/1886, 7-23=-564/1886, 6-7=-564/1886, 5-6=-573/1881 WEBS 2-8=0/283, 3-6=0/321 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 5) * This truss has been designed for a live load of t 20.Opsf,on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 329 lb uplift at joint 5 and 362 lb uplift at joint 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 197 III down and 200 lb up at 7-0-0, 72 lb down and 95 lb up at 9-0-12, 72 lb down and 95 lb up at 10-6-0, and 72 lb down and 95 lb up at 11-11-4, and 197 lb down and 200 lb up at 14-0-0 on top chord, and 97 lb down at 7-0-0, 49 Ib down at 9-0-12, 49 lb down at 10-6-0, and 491b down at 11-11-4, and 971b down at 13-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 1-9=-20 Concentrated Loads (lb) Vert:, 2=-149(B) 3=-149(B) 7=-31(B) 8=-51(B) 6=-51 (B) 19=-72(B) 20=-72(B) 21 =-72(B) 22=-31(B) 23=-31(B) Genieg • fletsetlmyJTrsrien 1'x'r-I160; 1T8SSrSj'SE(Irl'y ri[pigt TENd C:Nndilg9f fOS10Nj CRY; Z.(rrgGtECSMfXT hrt; YerAg dtsip PataNlrs m11eNe9nNitislsns ges ra grtriylR4; td Ik¢ AttSusL 1"h a; LL lelerzae kt•.I lsare mt. galas Nltwt aad alktHkoi* wTecnuemrpresslost1h senoknosskow.esetrnsoesgettpcu;i.e,isentniF.pcee;; assanorToorepnMsleera :eNllerraLsNnNtn :ryrsltulNlttfb;tactn SetlksNpeTnseepneLunemom��q....,,,aar�t��{..t..!W.Nd.;,Pn!tnpues.Itdxamdn.S,s.nollrr Anthony T.TomboIII, P.E. nlnt Ntels Ism".—r{d16.1 {016!I it lh Rirn!IWIIh NtSeg»lI,Re OIP1t1{C:LM'adap5 rikgtllgF!!,Ord(NatlAhs lt(,al: is(nrti!hIN laY gnLF al IPLI.Ytgpsf.If IN IUD ed."fall INdtN T.N. Sdn5gk..•....yt!a!arq inhll({'It t1Llle[Ig 3Satlts is r!!PpSi3».1rN ' ��80Q83 at{AlxpOn:Se:W[w:n'i.tllRR!!1.1t;INUDmAt parlesofphh!sIN,W I(mvtmSderylaimNsn,�GSI,rtNisWSyMWSKI—iye>;e1' Fe dp=LTPrig9asdensrenSS:finmlb`esa`feT!nsDtAgen.T�nslnpu,{ixerasrnssl(cuhvetn;w4ss 4451St. 80083 Blvd. 111niu INitdlra tav;sa lgsed aps u rltaq ITNI Pmsn iadtei 11eTnss CsstpEagisen is 7CT,".e 6�'lag0esirae, rtUtss Syxea Eal tan dcaT 6n18q. Ateq Wa!d'eres tttas iefael lalrl I. (opyrighl ©2016 A-1 ioof Trusses-Amhany T. Tembo ll6 P.I. Reprodudon of lhis dommenl, in anyierm, is prolsWed withoulshe resittea permission from A -I Roof Trosses- Anthony Mombo Ill, P.f. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0041322 74992� * CA Corner Jack 10 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3 13:53:26 2018 Page 1 ID:?UggeR5hPdn?9luOGdkjalzFdxo-IdoC58HRJ5D7XiMLtzX7C2KdMp2dXJzOXO7X_EzUQLd 0-11-11 0-11-11 2x4 = LOADING (psf) SPACING- 2-0-0 CS'- DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) 0.00 6 n/r 90 TCDL 10.0 Lumber DOL 1.25 BC 10.04 Vert(CT) -0.00 6 n/r 80 BCLL 0.0 Rep Stress Incr YES WB ,0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASES) TOP CHORD Standard Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 49/Mechanical 3 = 28/Mechanical Max Horz 2 = 106(LC 1) 3 = -106(LC 1) Max Uplift 2 = -29(LC 8) 3 = -18(LC 8) Max Grav 2 = 49(LC 1) 3 = 28(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 2 and 18 lb uplift at joint 3. 6) Non Standard bearing condition. Review required. PLATES GRIP MT20 244/190 Weight: 3 lb FT = 10% Wf!Ny pllnP EAW,Ygdyf4{It3 rit'Al Eger na;ssrsrunZ srgnEuEN a Etl'B. Tt,4 fi np to tONt(5.4re'10H arNi Ws gESipt Bt9YllgilCv'i VR IEt A1NEtrT. TM�3 Y, r.E ElItllAf:ENI h�t'e vie. geltls ol,"ist odd to fit TDD'Atr A!ITf[(nCM1I p!eeiiAml:<.Iidttf@l TDD If d<nIi1.As a Trns DWI, boter.(I.t,Stauet Etonet, to sell it np TOD!yresl sit wtnptnadOf1,fttnleyxte.1ty lnpnAlller Or lTt Writ dtk s-noe Tnss hrld to rpt TDD etlr. Mtr lnT.ThS?sipo nnnpnnsatrfepotMliut, stgtHlnp Anthony T. Tombo 111, P.E. B!A ist tlflis Trtfiitty rgAln tsikltspinlTllMdr>.t!Jrnr,ITt gYl'dlfltA'I?di,d1!IAe 1pl6tg Oesil<!, IuothtldMe lR:,it:'udtle ll[�EaYsp[derafl lnl. tle ypnn'eltee IDDed nrfitlE lx ltfit irnss.®lttiq kxl.ny(, iuhllpin ud k,!rsp SS,lit?ts!etecasi5:':hd <80083 ' IN6:isfepDFstpn!IdQatrth!.Alln'lsstltNSIDDA+EpetR)FdnP.TetEMsI:StIp-biltits(agm.neO?T!IsSDrptr,T!nsoespDow miIrrisPwtrrou,aass 4451 St. Lucie Blvd. ,3Hrise lditdlyu{eatftaepld 1ptt it rrrlfiy Aldlptr,s imt!tel neTnts utn�Equeer is ADi ka Eaap Cuiper,mTnsipysfea Taputtrr:®y�ut;y. All eq!E4:rWecos taes aetad itntE. Fort Pierce, FL 34946 (opTrighi02016A-I Roo,Trusses-AmbonVI.TomhoIII, P.f. ReproduclionofThis dommem,inonyhrm,aptohibhedwithoutthe writrenpermission from A-1ReofTrusses-AnthonyT.Tomb 111,P.f. Job Truss Truss Type Qty Ply 71992 CJ3 Comer Jack 10 1 A0041323 Job Reference (optional) Al moot I russes, f-on Pierce, rL M94b, aesign(a)altruss.twm Run: B.12(I s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3 13:53:26 2018 'Page 1 ID:?UggeR5hPdn?gluOGdkjalzFdxo-IdoC58HRJ5D7XiMLtzX7C2KbHpOZXJQOX07X_EzUQLd 2-11-11 2-11-11 2-2-0 2-2-0 1.5x4 II 2-11-11 0-9 11 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC a 0.16 Vert(LL) 0.00 5 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 -BC 0.18 Vert(CT) 0.00 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB� 0.04 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 10 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = -30/Mechanical 4 = -52/Mechanical 5 = 314/0-8-0 (min. 0-1-8) Max Horz 5 = 40(LC 8) Max Uplift 3 = -33(LC 3) 4 = -52(LC 1) 5 = -157(LC 8) Max Grav 3 = 11(LC 8) 4 = 34(LC 8) 5 = 314(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-176/279 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8f MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s).for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 3, 52 lb uplift at joint 4 and 157 lb uplift at joint 5. LOAD CASE(S) Standard Re!uq�IfltSefititgFiYR!ItxTn �eI 100r IrOfSrSi;rilE116Tr:ltt TEINS8rDFai1DD5(!ISTDM{'EL78�1%tr!IDA:.ni'�IMEMI'INOI TKIfrtitSljlrFlt6dtR ilC re:�nl?SntliSTrtSS DN.i�e D!TYI1j IIL�ItA 1EtR Adfnr T.TL1f3dy r.E.tdYlnt U�St4:B!tHe. DtI:L'4RK�ISt S141eInHPTDD,n"J iilTffUtEt!hlr,5'..LSS�It�titldr Mz7DDWferdlL Aseirns Desya Feyire«{i!.5}enslf�Etdutr;.s9: ad to eglDO!ttRSlt}f eSHtE .t talel rrOL•ssutd enanneereytes 11iIrh:fee lx dfCe s:tyeTmst?tltl?t ecne TDD nIr,.,1nT?st. Tie eeslga xn�ttriets, ltrtqumntt:, snlefiry Anthony T. Tombo III, P.E. Hot driis Tressfereq Witter is th tegnsiiiliyofto Ove fleOvnisoree"Itdepair tierdl8,o Deip,,wiknmrtdN itL,i?::ni At Tend fa'b0h W KI. Tie q^,n,d dth TOD W yfitld nte6,Tnsc;.dd.WTe,ym?gt, ieshtldiea tnd Erst',s4dia. tt re?paetifd:h el +gL t ttertYslOts MCsateM!.ifn!essdodst&T06tadlfe!rAias®l iilrz.sdlL•6nllm [tv mkSde laAaGin 1, eMisle3 lilealf6(At!erzlve!ref(n tml�ai4n:e.iPtletins3::es 4!?ies[eibD'sd9;eLessPesl eeT:ess7es: Fs o•erwtinsNaadt:>:es,n4r, r P i en 7 r H r e f° 1 083 4451 St. Luciecie Blvd. ete^aise ldiesliro(edr.MegedepeTewmierhdl re,tn imd,el. l6eTnss C+snm Equnnis NOT the Mal oesite�,nirnfsrx+?a iei®x!r: ®ri>ilt;.aq mq;:dz:sttrps eremdernu Ten". Fort Pierce, FL 34946 (opyright�2016A-I&oofTrusses-AnthonyLTomhaIII,P.E. Reprodudionofthisdomment,inanyfmni,ispmhibiedwithoutthewritlenpesmissionhomA-1800tfrosses-AnthonyLToenhoIII,P.E. Job Truss Truss Type Qty Ply A0041324 7*1992 ' CJ5 Corner Jack 9 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3 13:53:27 2018 Page 1 ID:? Ugge R5h Pdn?91 uO GdkjalzFdxo-EpM al U H 34PMz9sxYQh2 MIGtITDNg G m WXm2s5 W hzUQLc 1-10-0 4-11-11 J 1-10-0 3-1-11 1-6-0 1.5z4 II 4-11-11 1-6-0 3-5-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.01 4-5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 16 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 65/Mechanical 4 = 15/Mechanical 5 = 313/0-8-0 (min. 0-1-8) Max Horz 5 = 67(LC 8) Max Uplift 3 = -47(LC 12) 5 = -129(LC 8) Max Grav 3 = 65(LC 1) 4 = 42(LC 3) 5 = 313(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-226/361 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. - 5) Provide mechanical connection (by others) of truss to bearing: plate capable of withstanding 47 lb uplift at joint 3 and, 129 lb uplift at joint 5. LOAD CASE(S) Standard Snalq • rleaselkrrvlkl.rev hrth'010GF 3A7S8 CifIlln D(d3Al ffU68 (DIDIIIGSS (GSI dlTekxxesxrp!desslilit+ diubMIs le adil.As 9I,ns Desip 6plrxtt(I.e,Spe[le0f 6p1 aad me dakis Imss'e!av r616 is th res xsiFaf doe 0nes.0e O" sasyud e•ed r lh ( § P of v Ike Lrlr Des : 'wl fed-en�!. E.4, s,!W. it r�ixs®! idOims dfka 4t. 7 `I's r d' e4eMxlrfietll oGfieda ed axaie vd0 1 dl en:K lxdse111elxss CesimE heeiU r r nrr n (opyrigh107016A-1Roof Trusses- Anthony LTombo110.E. Repredudi000flbi Vert drslaoeraft oil reed odes xlais 6tss Oes Gxei (faalAth Micas]. LL rdeevre SW45" mt. Has, dlanix adel 111111D w: 3 fa yt V 7 I r sag..dlke prdesslxd uprarbp resrxsltlirtfnor la lespatiths.v�eTxsl�IdxfleTDO adf. pill TPR N hslpv assnin,".0edZ.....,a, ln, Anthony T. Tombo III, P.E. ,ds LK xdtle 6sd kuXep nh udrrt. lle tyfsenfd0efD6 xlen Gdixedh Tnss.Podefia;T,•Mra3.sa•ala, hsMldix ad hxskdike imnspasi:',lfd 580083 HitWkf ill xdSpa nerdetavdsn geamlpin¢. TPrl h5xs0exryrss�nes xdb3asd3eLxs Devptt,LnsOnla Fvpixxeadfxss NrMe^erzr,wiess 4451 St. Lucie Blvd. a ialieardofknidirf All tcp0dndkras exas ldad Hlrfl. Fort Pierce, FL 34946 hired witheul the written permission from A -I Root Trusses -Anthony T. Tombs, III, P.E. Job Truss Truss Type j City Ply _ 71992 CJ5A Comer Jack 1 1 A0041325 Al R f T F - -- - - - -- - - - Job Reference (optional) 0o Pusses, ort Pierce, FL 34946, design@a mull; o. t.zu s tvov i2 zu i7 Print. 6.izu s Nov 1z zuT i MI I eK Industries, Inc. Tue Apr 3 13:63:27 2018 Page 1 I D:?UggeR5hPdn?91uOGdkjalzFdxo-EpMalUH34PMz9sxYQh2MIGtmnDMvGmDXm2s5WhzUQLc 3-5-11 3-5-11 3x3 11 3-5-11 3-5-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.01 3-4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 3-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 12 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 5) Provide mechanical connection (by others) of truss WEBS 2x6 SP No.2 to bearing plate capable of withstanding 19 lb uplift at BRACING - joint 4 and 51 lb uplift at joint 2. TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins, except end verticals. LOAD CASE(S) Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 127/0-8-0 (min.0-1-8) 2 = 88/Mechanical 3 = 40/Mechanical Max Horz 4 = 48(LC 9) Max Uplift 4 = -19(LC 8) 2 = -51(LC 12) Max Grav 4 = 127(LC 1) 2 = 88(LC 1) 3 = 60(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. Istain. nn:ee��drn•it. ne sa t CE n ass{uuEr� sEr�urEExs a rob dnDas erstaMi bna ; aiDw mrµEpr I -.it dy de p raen len oA redoeles"Itsl!ns 7n n Droa yll[G mA � lmut7. itsbsDl, l.Eldaeat AsOl.iree<e. 0dess dhnilt Odd eItk,TDD,wy Vikmetfr rides sbdlio eseif.Ne7)Itla Medil. Aso irns Deslp hprstt jl.esreotttr Eseleet;.tis stdnnrlDDnFismsurmpootedtlgnitsmed eerar±tlr«srn9llltlii; th lM si lbes'leTnss Fennel rctleIDDadr,odalY-L itx iespmnnpum.6dagmednxt, ssueHiry Anthony T. Tombo IT1, P.E. .its, Olds lrMiier IN ldllim is no re)reetlTllnr of Hd 0"Roie Oriels 640Td q9 or lie rdllirg DnirMr,a HonsindheIK,dzPsE nl III [old Wiig We Ed MI. It srymd d lie iDDed nah'dd,, dtbeTms. MIMI kmfiqArgI, widloiee rdtarig sAAN rsrespuWJy, d �: 80083 34946 ZE thaA.:a'iagDts�gm!ed QoaoDe!.All.k,stla!uIh IDDeNtarroinsofpd-gt...Itie Meter Import Serb h'om0.35fpMlstd6p IN on, S6G nerelvesu75: grunt piinut. RI -I ktirnR:rts"IM:nesc 4Wh F-tel ,Desip'Thess hsp Ggixer®I inss M.rslt:A:ee; eebss .fg51 St. Lucie Blvd. ett:viuidiedlTorod:ro egrtdupsitrntiq irdl redas lmc{!ei lieTnss hom Eagiseer is NOT Lh14Aa7 Dnittr,nlnss sr4ea EnItHr dot Wi1q. V r L� ld tiros rem ddod nnll. Fort Pierce, uci Blvd. Copnighl02016A•lfoolhusses-AnthonyLTombolll,Is.t. Bepmdudionofthisdommenf,incol' Porm;isprohi6BedwithDtdthis touttenpetmissionhomA-1ADDITrusses-AnthonyLTomboIII, U Job Truss Truss Type Qty Ply A0041326 7�1992 'Ilk CJ7 Corner Jack 2 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@allruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3 13:53:28 2018 Page 1 ID:?UggeR5hPdn?91uOGdkjalzFdxo-i?vyWglhdUgnOWk_OzbHTPu2dh9?CQh?ice27zUQLb 1-10-0 6-11-11 1-10-0 ~ 5-1-11 3x8 II -6-0 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.02 4-5 >999 360 TCDL 10.0 Lumber DOL 1.25 BC - 0.23 Vert(CT) -0.05 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI, Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 128/Mechanical 4 = 49/Mechanical 5 = 37610-8-0 (min. 0-1-8) Max Horz 5 = 94(LC 8) Max Uplift 3 = -79(LC 12) 5 = -136(LC 8) Max Grav 3 = 128(LC 1) 4 = 86(LC 3) 5 = 376(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-336/532 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf-, BCDL=5.Opsf, h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and 136 lb uplift at joint 5. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 22 lb FT = 10% Rcury • flene dusgHym!ievlte'd 11DCE IIDSSrSCiftlfll GEFEIRE TEN b (Qh 111C'rS NS7DN15UI]'1A:CMCii:EDSNENi lers faM ONp {uemeten e>e red sales w his l!eu Design Dn•iy i1fU; era Itk Aetlur7. ieabs (li, LE.Idem , Shh wire ne. Udeu sfiv.ite steld er AMD,ss'g Milkmeaasp!des ild11e tall hrfie ID) Is to slit As earns Desip fiyrser(i.e.S;eddlr 6puer;.Its ed es oryIDD upinds eermpattdasrdssWdeq'vestle?regntlElllry her Ike dEsiedINs!yeln:si-y!ddnne 90 illy odes TOR Thees,g, meoplm.lat:e'atmx:, wilulf- Anthony T. Tombo III, P.E. cd ne detisNish! seprdl&1is lie respusilflay d:.e0ner,ttt Oruisrah!hd ceder Ike 1.161 hsirsra.Nmdrdd14Kok lit atdIke lnd Winide US MI. Th. q{end of lie Too 14 uyhdi me disklnss'W'dtE W14 stlepe, WhIldn ud kris" ISsIth he reepmvNI, � F80083 ' IheM'da;Des"!sdG,atsFi!.ICnusset aothneTDDNlit poai¢sm7p.il:he:ssltledllElryroup;nenSehryh rndin;t(e,I;pH!sEed'yIn IS6fA4451 St. Lucie Blvd. deni,hied lye tid:meyed spehnilig IT III lutes lstdsei ibeTnsshda EryheerlsNDr Ca rdAsg Eesigsa,mTnx Sys!:a Earhmr elorli-81. Aa tgndaeihrus vets ddselaRll' Fort Pierce, FL 34946 (opyrigbi Q 2016 A -I loaf Trusses-AnlbonyI. Tombs 111, P.f. Reprodo dion of this document, in any form is prohibited without the written permission from A-11 Roof Trusses -Anthony L Torabo 111, P.I. Job Truss Truss Type Qty Ply 71992 HJ6 Diagonal Hip Girder 2 1 A0041327 AlRnnf Tmecnc Fnrf Di -Fr 34946 d 1 Job Reference (optional) estgn@a truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3 13:53:28 2018 Page 1 . I D.?UggeR5hPdn?9luOGdkjalzFdxo-i?vyWgl hdUgnOWk_OZbHTPrFddl?D?h?ice27zUQLb 2-5 12 4-11-12 9-1-9 2-5 12 2-6-0 4-1-13 3x8 II Plate Offsets (X,Y)— i2:0-0-10 0-2-121,15:0-0-1 2-3-01 i5.0-0-0 0-2-121 LOADING (psf) SPACING- 2-M CSI. DEFL. in (foe) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.58 Vert(LL) -0.12 4-5 >667 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.11 4-5 >700 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(CT) -0.05 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 28 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 134/Mechanical 4 = 26/Mechanical 5 = 41310-11-5 (min. 0-1-8) Max Horz 5 = 87(LC 4) Max Uplift 3 = -84(LC 4) 5 = -244(LC 8) Max Grav 3 = 134(LC 1) 4 = 85(LC 3) 5 = 414(LC 35) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4 2-5=-403/238 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0:18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint 3 and 244 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 115 lb up at 4-2-8, 55 lb down and 115 lb up at 4-2-8, and 30 lb down and 45 lb up at 7-0-7, and 30 lb down and 45 lb up at 7-0-7 on top chord, and 25 lb down and 41 lb up at 1-4-9, 25 lb down and 41 lb up at 1-4-9, 20 lb down and 80 lb up at 4-2-8, 20 lb down and 80 lb up at 4-2_8, and 13 lb down and 4 lb up at: 7-0-7, and 13 lb down and 4 lb up at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 8=-49(F=-25, B=-25) 9=95(F=48, B=48) 11=100(F=50, B=50) 12=7(F=4, B=4) R'e�eiq ' ElnseriulyHrnritxthe'Ad IODE IIh5S9 f'iftlfPi AtrEut ffUfS d [OADfRDh'S NS10N4 CIRB'; A;ICM86tf3'aAIEMPIeni ivift drsiEl ryeoalrs ail redrafts et I§sLtsr Oes!ya Dreviy{irC} er31tt AeNaepl. Ttebs D; r.Lldwexie f!>st hsb!e n!. Ddess atle!rise tlael eetle IDD,m'p klTekAtl!Mer f"a SIAl h 1.1 It, N EDI, In, aid. As, las,DWI. I.Vour(I.1,sltOore v.!rN0! ral atlYTOD almai1. norli eitPie rrolar!Nlartre;ly aslatll!Ilttbr It. dwilo i N srtVeTra, dj!ldait, ED all,.milu UP. Tut I:sIPAlssaiph'.. ltdgadatie!' P"Inl!r rd at 4rhis Trassfer flyrau!eg is the reslusihirmf etrf4t dur.l o.aah s,Aa!irdoY:a onlliy Desirxr,mt ;xleadtte lRti i!ls. aedne (erallafi ede�aml. Titgpual rich iOW tkfieu of dfit Tans, Wtog ,i:lt6y , nryt, lumfuia att Berg stAits Ito sVAuVs.tr Anthony T. Torn6o III, P.E. I lhetal:ebrDes!gartdQmaeae�.Ali co50INImfnoedrarr«aiumssod!I!outfit! toldiy(tapcma:Sell hma.1011,pYtudbrIF] edeler St(AwerearedMramlp:dmc>_Ifl6hrsstrnptasA,lliestmA(•rise!!A!LnrDrsiTeer,lrnsres!pSFapxtttl7Tnss Na»fen�er,a!tss x80083 Rtnln latied 1pob>tTa eged erabanaq lTdi pnes fttalrttThelms r�eslp ryi., is rDTA. tsAa'Cesiraw,wT nsSys:m Lyie!eA efmr WIMN. AD eq!IdlNte;ms etemdefadhRTl. 4451 St. Lucie Blvd. Copttight02016A-flootTrusses-Anthony1.TomboIII,P.E. Reproduction of ibis document, in any form, is prohibited without the written parrissionfrom A -I Roof Trusses-AnthonyLTomboIII,P.L . Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply AO041328 7A 992° ' HJ7 Diagonal Hip Girder 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, designLal truss.com [tun: mizu s NOv lz zul / Print: m tzu s n4ov lz zul / Meter, rrtuusrrtes, niu. a ue i,pl1 J 1 J.D - Zu I v auc 1 ID?UggeR5hPdn?91uOGdkjalzFdxo-ACTKjAJJcOchOA5wY65gghy_eOzPkgAgEMLBaZzUQLa 2-5 12 5-3-15 9-10-1 2-5-12 2-10-4 4-6-1 2-0-1 Offsets 3x8 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud , PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.13 4-5 >692 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.16 4-5 >551 240 BCLL 0.0 ' Rep Stress Incr NO WB .0.04 Horz(CT) 0.04 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 31 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3. = 161/Mechanical 4 = 49/Mechanical 5 = 438/0-11-5 (min.0-1-8) Max Horz 5 = , 94(LC 4) Max Uplift 3 = -100(LC 4) 5 = -251(LC 8) Max Grav 3 = 161(LC 1) 4 = 104(LC 3) 5 = 438(LC 1) FORCES. (lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-440/281 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing', plate capable of withstanding 100 lb uplift at joint 3 and 251 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 115 lb up at 4-2-8, 55 lb down and 115 lb up at 4-2-8, and 44 lb down and 55 lb up at 7-0-7, and 30 lb down and 45 lb up at 7-0-7 on top chord, and 25 lb down and 41 lb up at 1-4-9, 25 lb down and 41 lb up at 1-4-9, 20 lb down and 80 lb up at 4-2-8, 20 lb down and 80 lb up at 4-2-8, and 16 lb down at 7-0-7, and 13 lb down and 4 lb up at 7-0-7 on bottom chord. Thle design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +, Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1 3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 8=-49(F=-25, B=-25) 9=95(F=48, B=48) 10=-3(B) 11=100(F=50, B=50) 12=-8(F=4, B=-11) Zcuq-rinssedmryHr reli:xih'Ad iDC; f15Sr3f'iEEIEI%fiEW;IR'TEIN&[IWGi025S[ISTINj ilBd';A[ig2� uDtAEMT'Iwe:.fe!if[9ovprylmders t>Om[eatesnresLess DniQ Dsnieg{trv;trs lEe Attlurl, rea�tzup, r-F.Iderexe Slst±Elise est. IdeuatF.enise slpei rR A,TDDeaj MITe'ecetsr terpz!esslili: retfn lGtT9D ea 6e.dil.As Ons Doty TtowIle. SpOtiry bilmri,tta sed a viyMnpne s.ausrm:eafhprW>Seind Ea ceriry!egotaliliryS:i9e[ss-VdNs sTms iaiinet wit TDDodT;ertes Fit. lte dzs pammpite,tarP:epsneihees.tm0ilrl Anthony T. Tombo 111, P.E. Ri Bfe/f1A6 Tii3s%r teTriftllg is tie leSpN4Nllhdttx DLlsnllF lMettfF:1'?'IZEA tptg OrtEt lull tF Ot31T[4e, i9 i3.2eMtledMR(,peiA[ylfle lxd 4a'isg;eit WR.I. w 80083 ' If44.r:ftDlss'trdfeC'tne'.Alm!essa!mliBeiDDealenpsrAlasmspildiesdfeedDGq[taiaideryla`an[net1t(!¢ptllsle9t3T71cdSlldtr:rd:seaaihipttntDsilace_7F'dkfice;'len:gn:!'T�essrAb]>SC3>lessoesipectHsDesPlc,xeranErn:sNss+tt:reler,w,ss 4451 St. Lucie Blvd. ttisrvite lditdlyn6a;m epeeL yoe ie vnliq lTdlpM,ss ic�<drei TaeTnss CEsf�:ryieter is NCTCe EmafaTCts�ier,tsTrns Systta E-git><re®yhwS9y. Ail3go!d „•r©s tsecs lePaed lalPt 1. Fort Pierce, FL 34946 Copyright (D2016A-IEoelhossts- Anthony T.TomboIII, P.E. teprodustionofthisdommeni,inanyforki11probibiiedwithculthe rittenpermissionfrom A-1RootTrusses-Anthonyl.Tombo111,P.E. Job Truss Truss Type Qty Ply 71992 HA Diagonal Hip Girder 1 1 A0041329 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3 13:53:29 2018 Page 1 I D:?Ugq eR5h Pd n?9luOGdkjalzFdxo-ACTKjAJJcOchOA5wY65gghy__oOxOkecq EM LBaZzU QLa 2-5 12 1 6-4-11 8'15 11-11-8 2-5-12 3-10-15 2_ 3-6-9 2.83 rl2 1.5x4 3 1 11 2 1 4 3x4 = G k 14 15 3x4 = 5 3x8 II L ac Defl. = 3/16 in N M � m M N 2-0-1 -5-1 5-11-4 3-6-9 Plate Offsets (X,Y)_- [2:0-0-10,0-2-121,[7:0-0-1 2-3-01 [7:0-0-0 0-2-121 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.26 6-7 >435 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.39 6-7 >287 240 BCLL 0.0 * Rep Stress Incr NO WB 0.14 Horz(CT) -0.07 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 43 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x6 SP No.2 *Except* W2: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. , BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 143/Mechanical 7 = 520/0-11-5 (min. 0-1-8) 6 = 264/Mechanical Max Horz 7 = 114(LC 4) Max Uplift 4 = -87(LC 8) 7 = -277(LC 8) 6 = -61(LC 9) Max Grav 4 = 143(LC 1) 7 = 520(LC 1) 6 = 264(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-310/124, 2-11=-379/179, 11-12=-377/178, 3-12=-338/178 BOr CHORD 1-7=-140/335,7-14=-209/335, 14-15=-209/335, 15-16=-209/335, 6-16=-209/335 WEBS 2-7=-376/285, 3-6=-381 /238 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5:Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom choral in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 4, 277 lb uplift at joint 7 and 61 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 115 lb up at 4-2-8, 55 lb down and 115 lb up at 4-2-8, 30 lb down and 45 lb up at 7-0-7, 30 lb down and 45 lb up at 7-0-7, and'63 lb down and 88 lb up at 9-10-6, and 63 lb down and 88 lb up at 9-10-6 on top chord, and 25 lb down and 41 lb up at 1-4-9, 25 lb down and 41 lb up at 1-4-9, 20 lb down and 80 lb up at 4-2-8, 20 lb down and 80 lb up at 4-2-8, 13 lb down and 4 lb up at 7-0-7, 13 lb down and 4 lb up at 7-0-7, and 30 lb down at 9-10-6, and 30 lb down at 9-10-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate lIncrease=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 10=-49(F=-25, B=-25) 11 =95(F=48, B=48) 13=-86(F=-43,13=43)14=100(F=50,B=50) 15=7(F=4, B=4) 16=-41(F=-20, B=-20) Gmdep-fleesetlmegHrlssieetk'A11DDT IIL553 SAtlF1 pGTA;IAt1Edd$ACDeCT11Cef CDS'fOMj AlR]'; A(CtlBG' SMEIC"imp fe77rsip pue®elers WresIM. uImsImss th:ip 3-iy{Tf4 ui Its Aden hs4s4 K Iths-4.1SsSse — Odes Nke*a Oda nlie US, .!J BlTeecxeesse,fr4ssedikesldhrWO likutid. As elms Nip Ggiam{le,$}ecidlr Weemptes sed is uYTDDmpm,9sarsupi 0See prdessmdlMsexiep tespelIftl'urtestesipt! lee soeTros eepimgwhTDDulA,.shrF.Nersipe na.p.st let.;w6nms,'thbilry Anthony T. Tombo III, P.E. e'dmld!hTmsTeenl lulliep is lhlrespmtlNlihdNu OnPr,de0-sukiref.pIrtk ldUilp Otst}[hr,atktxhddlk lK,t43i:i udtlG letW Ad:Pr taF teplYl.TIl ggneddlk 1111)de6!MlVisee(deTR5s.0:IaieFtffi �.Sh:gE, imtellsDn lel tnfipsAdik Ce rtspas i:i:gd -80083 ' krmlipDesjalmaTw,M.AliaksmWimleEDdtiepoonsmlpblemsddekilRq(aapwmsell dandl�7(S¢pelliskAdpTAadS6[Amemmlmamytwlpl—TPYiag;aensptmemesn,tee!!esxxevesskliper,TresskspbperaoTress AmAr-wet,mks; g451St.Lueie8lvd. l2FreiSlAlaATnkd:edA eaepeluvmiep AJdl pmG[s lHdia.HeNss CFipfojlttr irDT GxAd sACFIepam, leTnlS Spdea 6pnsre`mp5eptrrp. All scp aakros erlmdePea ssIPFI. Fort1St.,ci Blvd. (optTighTC92616A-1koofLossei-Anthony LTemboIII, P.l. Reprodudionoftbisdommeni,innoyform,isprobibiudwilhoutthe weinenpermission honsA-1Roo(Tresses-AnthonyL Tombo III, P.E. Job Truss Truss Type Qty Ply A0041330 7�1992' �. J6 Jack -Open j 16 1 Job Reference o tional Al HOOT I NSses, t-ort r{erce, t-L 34u4b, aesignLa-1 truss.com Muss: O. 1Lu s rvuv tc cu r r rruIs. o_ 14U a JNUV ec cv r r Ivn I cn a luuau Ica, 111- I — P, 5 3x8 11' 4 LOADING (psf) SPACING- 2-0-0 CSI. ' DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.02 4-5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.03 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB ' 0.06 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 21 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 114/Mechanical 4 = 41/Mechanical 5 = 360/0-8-0 (min. 0-1-8) Max Horz 5 = 87(LC 8) Max Uplift 3 = -71(LC 12) 5 = -134(LC 8) Max Grav 3 = 114(LC 1) 4 = 76(LC 3) 5 = 360(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-307/488 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of - 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 3 and 134 lb uplift at joint 5. i LOAD CASE(S) Standard FeNry � rleeutlwryFJrrt+ie+tk'Ad IDCf 117s52 iE(laj 6ai1lE RINT d @rrAAo95 (DSIoffij t{Oa'jd(Le[dL"DinFdr Ixx. Te:-tlr ydlelomtlm etd reel eMu ufritLcss DuzsD!o+inlERG; ui 6e Aenu71.1e5leA, r.E. tdxese keef kit ue. Driest NEx+ise Odd ee6eTDD,U:j klleEaeemxl:e4s Alfteudfutk UBbb"AL As elrms Desilr b!ftdu.VdI Ike sxfelt:sipad eehMDOI.esxTi I.Itei:ry:xsmpiw.ieA3cntinxs-l"Onel Mthony T. Tombo II1, P.E. cd nedhis Itss5r"I killiq is lie xslxsililiy d;ao"Dr, Re o—sor the1illieg DeOlur,m tk wpn dtu 91611"(alde fxal lArtl tie ad RL 110 olp'll 0 no iDD H ur Agile so efRe Tnss.ie:hdq Ld.L; sssgt, luMsh., atitnithelsSiliktfe leeeaildfid «80083 ' 6elttArtll:Ort!Ed@a.eNe. All IssOwl4Me�DDmlliere�its®il.il:lnndnekiltq(w:IssmSderyASmtiin;IQf,:EdTitk9:1171nIS1(Aere:elx:rcefh+;eem!pidm�:.1PrI ee5cesl:rx��lraesr ld,:sr.6:loseD<nlsx,l�asDesipc,Ir�xAslnssDaufs:z�eya�ess 4451 St. Lurie 81vd. s3sniu ldudlTo69te eltda»sie wriligydlrm3s lmt!reL DelwsrrOa Eslieeu is NOT ke re9+TDtsiltx,er;TtssSrs:aEa;iexrdal kilLsl. lA rq c:a>lt;os uecs 0dadulT61. Fort Pierre, R 34946 (opprijbf02016A-IRoof Trusses -AnihonyT.TomhoIll, P.E, Beprodonianofthisdommenl,inonyform,isprohibhedOften the rdneopermissionfrom A-IAoofTrosses-ActhonyLTomhoIll, P.E. Job Truss Truss Type Qty. Ply 71992 J7 JACK —OPEN 5 1 A0041331 Al Pn fTmccnc P—t Dte — Job Reference (optional), a „ .��•�e r„ Kum o. rcu s Nov 12 20 r rnne 8.120 s Nov 12 2017 MITek Industries, Inc. Tue Apr 3 13:53:30 2018 Page 1 I D:7Ugge R5hPd n791UOGdkjalzFdxo-eOl jxW KyN KkYOKg76pc3N u VCJQL_T6s_S0517OzUQLZ 1-10-0 7-" 1-10-0 5-2-0 3x8 II LOADING(psf) SPACING- 2-1-4 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.03 4-5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.06 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 22 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD 2-M oc purlins (6-0-0 max.) (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 3 = 135/Mechanical 4 = 52/Mechanical 5 = 397/0-8-0 (min. 0-1-8) Max Horz 5 = 99(LC 8) Max Uplift 3 = -83(LC 12) 5 = -143(LC 8) Max Grav 3 = 135(LC 1) 4 = 91(LC 3) 5 = 397(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-255/96 WEBS 2-5=-355/563 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 3 and 143 lb uplift at joint 5. 6) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. LOAD CASES) Standard xe a g.neeu i mgE+etdee Ik'a T roes nnss�u$EeI MIM. Time (oMRS tusTant r �s')7peD# FD 0.EXi h x YerdT dsdp gueadt s e l u dedts w i slnss OrgaOrcr glTf4 e � dt ddkgT.l alD u!, tL Metxe S! sset unt. Ud!ss dh +rse ddN eDieTOO,wg Y1Tekav nrg:e4 WI4estltuDeTOOlck,did.OseTrnsDugefepeeer{It,Sgesidlr6glutrties!dnoTIDOrepreseeteesrafla:edielydnsleedegne:ngrlgnuklarh:ielrs:gndiekngl!Tnsslrg�d!InieTDDag,raderliFl.lhEs4gDnsmgtues,fec%spmBaxs,smdilai AnthonyT. Tornbo Ill, P.E. 0,1e0+is TitssSrery lnldiegkieusgx!iklilyditOnx,tlt graft td`mmtdegtbeE�e rdldieg Desi¢tr,aL.e ntnddGt l2(,�IS(ndtle ncd taYig nlerE9i@LI.Tke q=nsddlke TOD au! We tst die insc n�ttinlmd1q.sYrgt, nsltllefite ulkvsq skilt!t (sere mvv.hd S$0083 ' ie N.Yag Otsga+vi(ctean. sT s,s Won nie TDDesl lie Postured PkIsm.11h k1b.1(mraemSeel litm6ia{IOM1, NNis1a14 In mism arb'd enuff.rwe p:essa lPH h5ps3!nym kOTes mDEri!sE eLns Dedl!enLess ges Fepieradinss Wvft^rer, uxs; e'lnrlw ldieukrocotAeptucgee I. w iglTdl genes inched Th rin UrsaEsri1mr is OCT N dulag Ossgs ubss Sg4!a Egneer dmr Wfq ADag'daukrmereasldadlo 11. 4451 St. Lucie Blvd. (oppighl©2DIdA-IRoofhusses-AnlhonyT.Tombo111,P.E. Reprodadionofthisdotamenl,inanylorm,isprohibhodwithetdthe wrineopermission from A-IRoDETrosses-AnthonyT.TWO 111,P.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0041332 71992- ` J8 Jack -Open 9 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3 13:53:31 2018 Page 1 ID:?UggeR5hPdn?9luOGdkjalzFdxo-6ab58sKa8esPeUFJfW7lv61 KXgeRCzs7hfglfSzUQLY 1-10-0 4 6 2 , 8-6-0 1-10-0 2-8-2 3-11-14 ZX4 = 3x8 11 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI., DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DX 1.25 TC ; 0.64 Vert(LL) -0.07 4-5 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.17 4-5 >472 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.05 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 173/Mechanical 4 = 71/Mechanical 5 = 431/0-8-0 (min. 0-1-8) Max Horz 5 = 115(LC 8) Max Uplift 3 = -102(LC 12) 5 = -145(LC 8) Max Grav 3 = 173(LC 1) 4 = 117(LC 3) 5 = 431(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-311/116 WEBS 2-5=-443/691 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This ,truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 3 and 145 lb uplift at joint 5. LOAD CASE(S) Standard Dead Load DefT. = 1116 in PLATES GRIP MT20 244/190 Weight: 27 lb FT = 10% Gerdy•rinsedweyNTrtslerhe'S1 loci nZES(iEITal, UNRALlitilS8e4Y.dT1[5S [JSTOkirt9]')},(LMCi' StlENi'Ix¢.1.Et kdppxmdm e±lsc°!!af>sneg;Uess D"*heriyllrw";ti De Ackxpl. iexleD; ri lderzze Reti rene. Odesstl—w 00da8e100•x'p klieknxtMsp4Ys sbdly nedhe@e1DDhee u6L Asa➢ms Desryv 6pne{I.e,SpxteDp Gpee: ti!sd neyTDDeepenhimisepa:edta Anthony T. Tomho Ill, P.E. dned?eTwirnlldtdieg lttk respn!Difapdekthn!ctte e.uit ea ri±td eged er He tdlfix Derip"Mpsxdeddlu ITT, M&a like WdkAV4d!n1KI. Tlegpnrz'el Lk TODviea.Aeld xedt:Tms.mdetietk�lb;ta!rye,i!filldinadkn3l 6:1111 to trlavi:!:hd 80083 ' nRd;I:Ltp Des�Sx'IN Tm:eae!.dl'm:ee RINluIitlDD eal lie p(�f[etadd!Iteesdtl!dilliy(e¢iwex ieleryh`aa5fu;alfj peNaleL Ep ill red SrfAnee!Ixa¢5ht tn!ml pAmc!,Tr�1 G5ret3arn�u59mes ndb:i'Sd9:lrns D!sipx,Less7etpe G}ie!xmirnss Naadt^e:er; akss 4451 St. Lucie Blvd. e]eMse ldietlEpa(ed•ad epetd epee is srncei 1p di itrtes less?eel Tie Tress Uslp lyxn iskU taidag Eylevx e.'aT S!A,l� ulmj..,t:dxosxeodetmediaTlil. Fort Pierce, FL 34946 (opyrigbriCo20I6A•Iioolhusses-AmhonyT.Tomholll,P.L Bepsoduoionafthisdowment,inanplotm,islitohihAedwitheDlMewn.tteopermissionhomA-IRoofTrusses-AerthDriyLlomhoIII, BE. 71992 A0041333 Al 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr I D:?UggeR5hPdn?9lu OGd kjalzFdxo-6a b58sKa8esPeU FJfW7lv61 C, a d 2x4 3-M 4.00 F12 2 41 LOADING (psg SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC ' 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 8 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 82/2-11-4 (min. 0-1-8) 2 = 62/2-11-4 (min. 0-1-8) 3 = 21/2-11-4 (min. 0-1-8) Max Horz 1 = 29(LC 8) Max Uplift 1 = -17(LC 8) 2 = -37(LC 8) Max Grav 1 = 82(LC 1) 2 = 62(LC 1) 3 = 41(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the. bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using.ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 1 and 37 lb uplift at joint 2. LOAD CASE(S) Standard Nmnal•RwaiU�t+ytllsnitythe'k;4;OTTfD',SES[SEEi!i'j,ShIUEIItUS t:DMOiTYJYS IIsICM�tU!EI�REPOi1ED'el'e�7"Na. Etsdrlts:�paeae•.msalttad»I»»NisSnts 6esya a•tritl(DDie�aMu�i.GaSIIP.P.f.idmten Ssed idere rr.Ii`:e;sa!5e!rist s'dedrett+l,D,»¢ ldl'Itt4'�itidldDln S13.1 if t{pdE4q!S±II h11IkYd ASAIlns D»i}ereyiitrt(le Spf6"r EByit±w}, IDt1»(0R 0y R9 ifyfitfl!s es Y.ftyi»tddf�f l'ihSSiCd¢±lgtml�ttt�HS`:itrtn As dlsipddt dyleTmsd±{tdeA»2eTDDtd.,nlxr illl.Ile aeslyt escaspma; ImTmI;tN,'i»s; ±aJ�;Efi Anthony. TOtlil)O lli P.E. »dtstf!his T»ssht tsr 6riJm itt;�nsfees x;�rydret C�mt:, mt Ossm's ndeuni eytantk6aidrog CT.�m, 19 I»It4'iN41FS lE(tEt Rl ad' oodhlalsuit =I11DI.Tralj'nnll,'WOWPI Dtlds;t&14E Tnt5,mdq+alAN81u1.iq�Fpy.ist.',�t:'t;ad kruNkill At folosiil--10 Y � ' arttadutDtupneacrenaucsnsnnitnaserr»enttsedss'ttdbts€q(ozprttlSdmldnesceY��i!gtilltalNGwetdanidk6eedsiitnutlNdhwstleas>»sdCtsmlddusd3Tnsstres,inuty�}teu»dTnss4mdtdrer,�s 8008 t@mili{ddsui yytTNeriijnld ty q. itn'T940 plitsli±t4lit Tnts DtsiltEyqu±!it!6i fit 1161001lt,m Tms splint frtined1"1461, V t"Iblial It*. at units itlod it W. 4444 51SGPierce, Lucie Bivd. Blud. .(epyd0b102016AA Roof Trusses -ArsbolyI. Torok fil,P,I, Repmdudionofibis dotumeal,inonyform, isprohibited wilboulffiewrillenpermission fromA-IRoof Iusses-Arlfl6nyl.Tomball),P.E. 1 Y Job Truss Truss Type Qty Ply A0041334 7q 992, VM5 Valley 1 1 Job Reference (optional) Al rrooT i russes, rorc vierce, rL Av Ko, eesigngyva_i uuss.corn c a 0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3 13:53:31 2018 Page 1 ID:?UggeR5hPdn?91uOGdkjalzFdxo-6ab58sKa8esPeUFJIW7lv61 P3gjpCaD7hfglfSzUQLY 4-10-8 2 3 2x4 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1 0.28 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC - 0.17 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 15 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing direcfly applied or 4-10-8 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 152/4-9-12 (min. 0-1-8) 3 = 152/4-9-12 (min. 0-1-8) Max Horz 1 = 52(LC 8) Max Uplift 1 = -31(LC 8) 3 = -48(LC 8) Max Grav 1 = 152(LC 1) 3 = 152(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=S.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed f r a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .will fit, between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding, 31 lb uplift at joint 1 and 48 lb uplift,atjoint 3. i'nn rp•PiaosetSss'pfhitti!.th,1410fllussfsrspEEir C:XIAL INS tecpomaus(GsiC4(tUrEljE(Ci7'MLEOnLL(!ffem rt�. ksipaFrnees tai'nlvdesestdsi'xs fu:ipt Prdep(NlnaiS't spT. bcMU.rtld�tt„s+m Sdstta.lhua9s..i't s.�d'imaT3gtrip Rl'tlss-do lilt'sth9letn(finetiGhhicut is elms Ces:®Eep'ss'fie. Sptee',Etivxl,.WWttegU'J'sprisasmrnphxe d'F.: �desdax'eprvera7iesµasxhhth{adpt d!is sopit Lrsd:ryhdeolt73C tdp,'t{si&I. rt: iesigt namy`'as, apo�ets; m^,d{A. Anthony T. Tombo lL, P,E, n'intutdsims be cp W;isp Ss"a ttsy'�,z>rlpdRt O'+xi,r3tDxt'istdleikei gtetu6+. r�la�C7�'+±;,hfitt 'eNt!'1146'it('dSFa h:ol7t1!{up'tlt e'{tN1. IkgPepldEtlSmieetkaUueSl4Lns. in't p4ntlur. shiet,it:s;t"ina74t[eq lusu'jd 311183 1 ntr {mlw pam,tenxueloean tnaon'rxtxser»c etu{vsSmabiil-g"oomSidi hbcra(Yi p iei.irfe:lSl:lercWsmo d1,1—.dpi{ext 11111dm'S'7<spatdil *,W1mnd3:EmsC* s,lrnstnittrP"miibisxudtc7'r,iln a 4451 St. Lucie Blvd. ttitni;t kpoei hi(ethrJ ryrei'pu is �n_hgkp dl polies pnFt{,ill Tnss Cnpp Eeys"�isls, 6e lsidnp Crsiptce:lrns 1/sfea Egias tlm Eattq. l0 urilelit'i tsa'mtn idrst{it if}1, Fort Pierce, FL 34946 (opytilfbiV2016A-1Roof (tosses-AnibonyElombelil,R.E. RepiodunionoftMldosumrot,inDAY farm, ispiohibitedwithoutthe Milian pmmi%iodfrumA-I Roof busses-AnihonyLlombhfll;P.E Job Truss Truss Type Qty Ply 71992 VM7 Valley 1 1 A0041335 Job Reference (optional) OG, , f ,u, r,u u, unoiyntwa i uuss.wm rcun: a. r2u s Nov iz 2w / enni: UAZU S NOV 12 ZU1 / MSTek industries, Inca Tue Apr 3 13:53:32 2018 Page 1 v 0 0 6-1 1.5x4 II 2 3 2x4 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB ' 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 22 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 6-10-8 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 232/6-9-12 (min. 0-1-8) 3 = 232/6-9-12 (min. 0-1-8) Max Horz 1 = 79(LC 8) Max Uplift 1 = -47(LC 8) 3 = -73(LC 8) Max Grav 1 = 232(LC 1) 3 = 232(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss hasbeen designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.47 lb uplift_ at joint 1 and 73 lb uplift at joint 3. vu.4.11ree ftwolvlwut.4! 1.1 toontuSSlsesaury. awmi im 1 toeom-w TUTTLN('IUt1t" dlCrgiP![D'e4iSrlrrw Ttrh, itiprxeaerus "ling Gitf kink Triaa Ue,ila kaieIRD)WN UIM 1. IM41111.IEx+teSho Were eti. Criss 6'ket+41 ief,imikTM ;Or gd4ltxnertwllii3 Stffl it esdtstTi:Tb"hdttill As aitnff CtllSa Tyiattf{f.e >1e(3YNT0}e!xl.ltl rii refT,y lLd if tit.S3m3,fe1f0ll0.fLFlr:afttS!0.`9'.,djlttif:5§te!J&SIb: JJIfI BRditiil tl!8?f1311?T!Qtidlj4RfA0D'�Ml:gelM1,O!IHIrFI. IL'1tll}lKW3j't[M,.i9Tpj .ii i,?P:G:IiiT Anthony T. Tombo III, P.E. tdnedAii T,nslw teT6n dvd it3t nsitmlriitTdlkt Onx!, kt praK snPpx.,ele}eeltrtEzR.!,yhi',,�x,ht!!sn'!Ce`Ik OLik,6re?itM la!I NIIIq:tllmfirld.Tfgpil OtttI'D admtitlieut:AiTnss,h,Wfjk0%,sh,gt, au!Aeou cod kngAd ie or 80083 ' 6t1<d£niG!ugermilaeh�te.igsiftssdMalilTF9aMtktlnetesW[Fiat.a??atkatr.EGzlGvi?leetSdilMctasan(ISUpz3ktidMTiuiStgaerc`xeve?ikiex!dpiiex! T}VIi?!fl?fitSFijifSl}.eaCdiNtllliSlT.4ifCriiOffix.ittAlk:f�!rl�IatFlieiifl!SN91iIiCRtl,aYl;Se 4451 St. Lucie Blvd, rr?tns£IdmtdlTa[akal gf±d rTaeuniagtp aS ywties Si+d+et. ikTsisi Desya Eat€n!is tBi Gt laldng peetplr;ea Tross3nita Easittrcdn!k+daq. i:':sgilaliuilxasctasierrcdatnt. (eppigIrl02g16A-1Roof Tresses -Aribooyl,tombeill,P.E, Atp!edu;fiuoclThis dommtnt,intoy form, hFichibitedwilbnusihwritten pe,missioaitem A1too] Itunes-AniboryLTomboIII, P.E. Fart Pierce, FL 34946 Job Truss Truss Type 1 Qty Ply A0041336 7`f997' ' VM9 VALLEY 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Apr 3 13:53:32 2018 Page 1 ID:?UggeR5hPdn?9luOGdkjalzFdxo-am9TMCLCux_GGdgVDEeXSJaa2E30x?fHwJasBuzUQLX 4-7-12 8-10-8 4-7-12 4-2-12 v 0 0 2x4 5 1.5x4 11 1.5x4 11 3 4 1.5x4 11 LOADING(psf) SPACING- 2-0-12 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Iner NO WB , 0.12 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 31 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 110/8-9-12 (min. 0-1-8) 4 = 130/8-9-12 (min. 0-1-8) 5 = 402/8-9-12 (min. 0-1-8) Max Horz 1 = 110(LC 8) Max Uplift 4 = -41(LC 8) 5 = -127(LC 8) Max Grav 1 = 11 O(LC 1) 4 = 130(LC 1) 5 = 402(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-302/388 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurr6ht with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 4 and 127 lb uplift at joint 5. 6) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. LOAD CASE(S) Standard WO.N-Fmst;..plr!ttit. MmArlea Tnd!lf pPrctt'ss attl7l ltltt NtlitTtisl Pes(tt dtxitl,IPPit�4:ltroa [.[1SN m,rLte eeda l3etlttLst ti:. c9,!s Ott "sv'da"»t rfP, alr - kV7tttoaetkrrlsfessNPAeetedMrrl6;hteldii AsoltrtsCeria[ataenpt Srtrzyfayan llestc'teespr itpe{tat®ettrRtRt'.dai'dessiastal+xn�ret[atis:`:itrhrl�✓,d!si�dnstit;ItSressdylled�ree79PN5ndeltN, R!lesfgsestszi"sm; ad aKtie{s,selr, [Ar Anthony T. Tombo 11.1, P.E. ed esttltu; inss to arra6at isnspes!:klst ttGt Pwsr.,he Oseaietfie tA>ttel trA:eAkm,ns:,a:<..hht ESCtGtE lit ltt,. tle Rtai'.&lestlfnl3Aj!t2t to3 �el-0, 1As rprrntl a13±1PPnd tet(iell.utt dt Tntt, isdeiI�a0litl. sfeyeclo.",trcet sd bn»t stsPubt trlssE'j a'. 80083 ' nel ttul Ptt!�t¢alrsthatx.11las!es{sfMo'ieiPC sKexpeous eettx4..tst tltEftu:'€rCem>aemSEsh ldassa+TiSppaii:stelirTHtelSt(A ae ttWem!`et+u:dl•iimct.R{I!!'.u{6t!t;pssniC`stnilnas tlSiTtetl Cas.tw.s,.sns Erv}a [t[mu aiTns{tludttart,tat!t{ 44515t. Lucie Blvd. eecrcistltTm It, sW 'Feel"it nP ty e;.ifatits N!thd. iit Siss P6ipF ettt is FST ht Iailing Pesittci,xTtatssplea Esgit!edar W16et,Ail sgitslii�l��at atn tt[utt ieTrtl' Fort Pler6e, FL 34946 (e tb101016A-1RoofGusses•TombeHI,P.L Reioduzlieoolthisdownitat,inon Imm,is iobibittdwithoutth w0en esmissioefromA-IRoofitesses-Anthon LTumboIll,P.L PT< 9 AnthonyY P Y, P F Y JANUARY 17, 2017 I TYPICAL HIP / KING JACK CONNECTION I STDTL01 'u, q ] CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height '_ and Exposure D up to 30' Mean Roof Height. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 Attach End Jack's `w/ (4) 16d Toe Nails @ TC & (3) 16d Toe Nails @ BC Attach King Jack w/ (3) 16d Toe ,Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC U 0 ti ttach Corner Jack's r/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC &. BC (Typ) FEBWARY 17, 2017 I ALTERNATE GABLE END BRACING DETAIL I STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 1' - 3' MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE (SEE SECTION A -A) TRUSSSES L 24' O.C. 2XG DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) -.10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MINJ. PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE \ BRACE AND THE TWO TRUSSES ON \EITHER SIDE AS NOTED. TOENAIL \ BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d COMMON WIRE NAILS. END WALL CEILING SHEATHING BRACING REQUIREMENTS !FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIOE;FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONG SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL NAILING SCHEDULE: - FOR WIND SPEEDS 120 MPH (ASCE 7-96, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF l0d i (.131' X 3') NAILS SPACED 6' O.C. - FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-96, 02, 05), 1150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (.131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUSS MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE 1 ARE.VALIO AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / TRUSS / UKHL TRUSS „1—,— 3TUD AN ADEQUATE DIAPHRAGM OR OTHER METHDD,OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL DUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. JULY 17, 2017 I STANDARDCONNECTION DETAIL RUSS I STDTL04 I f THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 PIGGYBACK TRUSS, REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION., SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24' O.CJ A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. twuaett. w Inj ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2' X 8" TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48" O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5" X 0.099") NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2' X 8" TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. (PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. An()Ntny T: Tombo III, P.E: r. 80083: 4451 St• ti a 01vd. Fort Pierte; FL 34946' JULY 17, 2017 ' I TRUSSED VALLEY SET DETAIL - SHEATHED 14. STDTL05 A-1 ROOF TRUSSES 44" - 1 ..11C .1 %1M FOF GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5' WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. _E END, COMMON 3S, OR GIRDER TRUSS TRUSS CRITERIA: SECURE VALLEY TRUSS WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH W/ ONE ROW OF 10d WIND DESIGN PER ASCE 7-10: 170 MPH NAILS 6" O.C. MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24" O.C. (BASE AND VALLEY) SYP TO THE ROOF W/ TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS45 (1/4" X 4.5") WOOD SCREWS INTO EACH BASE TRUSS. �FI L E Coo""OPY DETAIL A Bute! F:easeawk:gllimaeut"r-IlgOfittl'%sS R[tlyfiX:Is;TEWStICtnt tSlt'T'Y{6't1h11r�6;ItL31?4P m. tvdlC!aglrun,'et�ftt»e{titw�slnsi9is etc�.wr it4Jmf lasr�e,iaaktf,tllssc-m3.kti$om, a tclrl I:ttrtttie4isi90:.a#! 11414mn'm jko lie llt tibiNT NIo".Iil iFilf Etvst aiti. Stifu!y G,a .uj,®ared+t m!i0D!+peu uaitpmct'i!If frt'is!latl tlpf++ru�if�}at>ls°.")`:a!Sid+si�d.fEP>jlehty3 f.Ei,•efalba?'a1ti;,nfsatKl,Gi(t+2pNri4l:q }�j1�10tw.7: Toil:bo 111, P.E. .all II63TI3111t1 tS)tId$�i15PDAf O@V.!H:MQf �i lflr llf wR:t®>ilC�tLltu•J(Ill mri�{.T�01rEi1�l��+IfiWN #f111k' i,T!LS5.4dc�n�lDa LE{Y12M,QSSI Ca'6at61rY.Lj fitAhl Fal tltlL9!.�ILiflt •'F _80053 G+St deEPls}mm6lc9it�r 1&itv1.11ltrtmttei;51lald!k Nttnadeeiz6asdsit k'3�n}GagwsNtd,^f 6duar�wiiSCjylJbi it!Iri LTT Ski Qttilt!pf3E11!EMN Ea*jm3. (rl'i:t�"rS IkfSSj39fit 1±ISWl iditglf Py fluSSAtZTo?'.i!U(�551^ilti.E.1+iC 8Pl SRi!iSii,�ajC:+J:tG916 445I,SL. Lucle Blvd, k"'.a•iiti?aefylEttdtgeefnw Fari Pierce; FL 34946, /!\ cae<-1et2nnr E. iem6a 11L P.F'. FEBRUARY 5, 2018 TRUSSED, VALLEY SET DETAIL STDTLOQ a , GENERAL SPECIFICATIONS: 1; NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND SECURE PER DETAIL 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. A-1 ROOF TRUSSES 6. NAILING DONE PER NDS - 01. 4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. FORT PIERCE, FL 34946 TRUSS, OR GIRDER 772-409-1010 TRUSS 7 SECURI W/( VALLEY TRUSS (TYPICAL) "� t �1� (NO SHEATHING) N.T.S. BASETRUSSES GABLE END, COMMON TRUSS, OR GIRDER P r2 VALLEY TRUSS TRUSS (TYPICAL) SEE DETAIL'A' BELOW (TYP.) WIND DESIGN PER ASCE 7-98, ASCE 7=02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/ TWO LISP MAX SPACING = 24' O.C. (BASE AND VALLEY) WS3 (1/4- X 3-) WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS. I\ w,an r ssuh�vsavfemarai;isii,as9a E�ew,ii,�cn (9 cna daaii iyiHx�s, ui mf twa ,+p� aar wy,a�a�cLiitp.inr r,�:srit.r�csp�sxgq to g da fnstallaw Atriho4T:'6ndo111,P.E. .,a.nd cia s amrcu« u.�rac a 3fC.misu3mudam NrlflS4.ns wlmsat.f.ss<,gGnrs�coen��?ha�,arml:c >"8Ui187: aaEeta a!(vamv ast�ssaamo �m Kua rcazYs grc stm�xamr3 z as te�aua btia tm n mYa�at a.»Hrrat �t ixi, �csr :u�,s a a, ;drnc�fc se I 451 St Lude Blvd. tarfn le »iy�(medayeH�® hmtfnn'a.�`„t Tstr+tifSxsr�s=garn! fto: frf(es:g�x any sirs2zEcymmu{rrWtaS 41w`'fi:rfhmtaream5rrfR€tFl FvrY Pterc2;'FL. 34946 JULY 17, 2017 1 V /-1L.LL I %.7L 1 LJLL 1 /11L STDTL07 (HIGH WIND VELOCITY) 1� A A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 T72409-1010 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 7- WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: MAX TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING = 24" O.C. (BASE AND VF SUPPORTING TRUSSES DIRECTLY UN1jtK VHLLtr I KUJDtJ MUJ I nt DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' -10' ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. NON -BEVELED BOTTOM CHORD FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD 0 0 0 0 0 CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) srta(•frosdr�ewp'!}iiiii�Ih7�14T7! itUSS[SQ'Sft(El'j, 6lSSI$ S 4'".tps iwo oa4ml fir fituoNwei 1srTsl/Dtk14G sf:T+ssfsisrifnr0s o'nnsstsadttlaw gdatldWt�fldcrmt'?CmsrtdT +wcmq(r Flints cr+ntt U to tevriS�;iBD;sESmt immi T. Tca;t k,l.f;9t!urne4Efit6ebe rst. d'rn a5srrfst tletlw er def�^rrili; yinjiTVss Gt.�elve6t M ob,.v nLi;T deUp Nsratrrce;;imfry admsri. d3 iD7 W s+t (zltuse ddt TrYs>Nld¢pS»C�y sfage,mssDdr mlVr¢y shr9St dt ttue 181i1ersastlt nsjsts.f„nes rml6Ntirtdslmss DtsiFsr,tnss k;Igs tstatssmdt ssKm>{at �I mTfdE Anthony-T. Tombo 111, P.C. 80083 4451 St. Lucie Blvd. Fort Piprre_ Ft ?d9dfi FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL I STDTLO& A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS 7z; VERT STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' D.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. v * DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE:' 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND, PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT4'-0'D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6. O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7 GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240 VERTICAL 2X6 SP OR SPF STUD #2 DIAGONAL BRACE (4) - 16d NAILS 16d NAILS SPACED 6' D.C. (2) lOd NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS (4) Bd NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK 12' MAX. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE S. DO NDT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X35' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIS/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE 1 DIAGONAL BRACE 1 (2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4SP#31STUD 12'0.C. 3-8-10 5-6-11 6-6-11 11-1-13 2X4 SP #3 / STUD I 16" O.C. 3-3-10 4-9-12 6.6-11 9-10-15 2X4 SP #31 STUD 24" O.C. 2-8.6 3.11-3 5-4-12 8-1-2 2X4 SP #2 12" O.C. 3-10-15 5.6-11, 6-6-11 11-8-14 2X4 SP #2 16' O.C. 3.6-11 4-9-12 6.6-11 10-8-0 2X4SP#2 24'O.C. 1 3-14 1 3-11-3 1 6-2-9 9-3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES.TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90X OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. ROOF SHEATHING TRUSSES @ 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - \ 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HDRIZONTAL BRACE (SEE SECTION A -A) END WALL MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. PEOUARY 17, 2017 r� A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 T-BRACE / I -BRACE DETI WITH 2X BRACE ONLY VOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING• IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TC -ONTINUOUS LATERAL BRACED WEBS. NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6' O.C. NOTE NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS STDTL09 BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF 11 LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS WEB T-BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 >` a A A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL 'BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. USE METAL FRAMING ANCHOR TO ATTACH TO TOP CHORD BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) WEB WITH (3) - 10d SCAB WITH (3) - 10d NAILS (0131, X 31) NAILS (0131' X 3'). r ATTACH TO VERTICAL NIBLS(0313WITH )X3) USE METAL FRAMING -' ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d TO BOTTOM CHORD NAILS (0131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - 10d NAILS (0131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0.131' X 3') TRUSS 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS (0.216' DIAJ INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING (BY OTHERS) FEBRUARY 17, 2017 I LATERAL TOE -NAIL DETAIL NOTES: 1. TOE=NAILS SHALL BE DRIVEN AT AN ANGLE OF 45" WITH THE MEMBER �! AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN �. THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL o BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1 ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451 ST. LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE, FL 34946 772409-1010 TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S .131 88.0 80.6 69.9 68.4 59.7 o .135 93.5 85.6 74.2 72.6 63.4 J .162 108.8 99.6 86.4 84.5 73.8 ri .128 74.2 67.9 58.9 57.6 50.3 c� Z 0 J .131 75.9 69.5 60.3 59.0 51.1 in .148 81.4 74.5 64.6 63.2 52.5 N IM VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 115: 3 (NAILS) X 84-9 (LB/NAIL) X 115 (DOL) = 291-9 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30" TO 60' 45.00° ANGLE MAY VARY FROM 30' TO 60' 1 STDTL11 THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW (2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00° SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE )0° FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDR11, A 1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S 0 .131 59 46 32 30 20 Z O J .135 60 48 33 30 20 ('7 .162 72 58 39 37 25 J :E O .128 54 42 28 27 19 Oir— Z Z .131 55 43 29 28 19 W .148 62 48 34 31 21 J N _J Q M Z .120 51 39 27 26 17 O Z .128 49 38 26 25 17 O .131 51 39 27 26 17 J 0 148 57 44 31 28 20 M EXAMPLE: (3) - 16d NAILS (0162' DIA. X 35') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 14B LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.90 (OOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE (3) TOE -NAILS ON 2X4 BEARING WALL ss* USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR S', )E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 TYP W NAILER ATTACHMENT STDTLI3 A-1 ROOF TRUSSES 4451 ST. LUCIE SLVD. FORT PIERCE, FL 34946 772-409-1010 -1 .3 X 4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL STDTLI4 FO EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 (4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION (SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES (4) 12d MAX 3011 (21-611) 2x6 #2 SP (Both Faces) 24" o.c. SIMPSON H5 N1m5�Raif�,tl.:e.M'4i IC7r JiP;Sti('SptiP}6t/0i:1if45.ItL+0151i'L; +Y(1�1'jllnGtlt"FY[t"la Inh l..ipt eh!1¢m!M e!f mu.ss kup[n.:q{fx;MeM /+en!f, L.l. 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STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND MEBMARY 17, 2017 DAMAGED OR MISSING CHORD SPLICE PLATES STDTL15 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X (I,NCHES) MAXIMUM FORCE (LBS) 15% LOAD DURATION SP OF J SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24• i 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30• 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36• 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42• 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48• 3657 5485 3346 1 5019 2829 4243 2898 4347 +� DIVIDE EQUALLY FRONT AND ',BACK ATTACH 2X_ SCAB OF THE,SAME SIZE AND GRADE AS THE BROKEN MEMBER TD EACH FACE OF - THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C)',SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED(L) IS CALCULATED AS FOLLOWS: L = (2) X + C "N •10d NAILS NEAR SIDE + 10d NAILS FAR SIDE BREAK DQ X' MIN G' MIN TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY 1 THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS. IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE'2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17, 2017 I SCABAPPLIED OVERHANGS I STDTL16 - A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. J FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24. O.C. TOP CHORD: 2X4 OR 2XG PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (148' DIA. X 3') SPACED 6' D.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE .USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' D.C. MAXIMUM AND, HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES