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HomeMy WebLinkAboutTRUSS PAPPERWORKLumber are in U accordance with ANSPI 1 section 6.3 �® ussign_val These truss designs-rely-onlumbervalues established by others. -SCANNED MiTek® BY St. Luce County g 1 D. o a Lk RE: 75061 - SHOW EN/ SILVER OAK MITek USA, Inc. Site Information: 61'904 Parke East Blvd. FL33610-4115 Customer Info: GROUP ONE CONSTRUCTION Project Name: SHOWEN Modelampa, Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIEdress COUNTY ral Engineer Name Address and License # of Structural En sneer of Record If 1 o or a ll _r6A91J ILFe, '� F — - Name: License #: Address: City: State: 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: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 46 individual, Truss Design Drawings and 0 Additional Drawings. 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. INo. I Seal# I Truss Name I Date JNo. I Seal# I Truss Name Date 1 I T14667966 1 A 7/26/18 118 1 T14667983 1 GHC 7/26/18 12 1 T1 4667967 1 Al 17/26/18 119 I T14667984 GHD 17/26/18 13 1 T14667968 I A2 1 7/26118 120 1 T146679651 SE 1 14 1 T14667969 I A3 17/26/18 121 1T14667986IGRG .17/26/18 17/26/18 1 15 1 T146679701 A4 17/26/18 122 1 T14667987I GRP 17/26/18 1 6 1T1466A A5 7/26/18 23 T1 46679881 HVA 7/26118 17 1 T146679721 A6 17/26/18 124 1 T146679891 HVB 17/26/18 1 18 I T1 4667973 1 A7 17/26/18 125 1 T1 4667990 1 HVC 17/26/18 19 1 T1 4667974 1 ATA 17/26/18 126 1 T14667991 1 HVD 17/26/18 110 T146679751 ATB 1 7/26/18 127 1 T146679921 J 1 1 7/26118 111 I T14667976 ATD 7/26/18 128 T14667993 I J3 17/26/18 112 1 T146679771 D 17/26/18 129 I T14667994 I J5 17/26/18 113 1 T14667978 1 D1 17/26/18 130 I T14667995 I J7 17/26/18 114 I T14667979 1 D2 17/26/18 131 I T146679961 JAl 17/26/18 115 I T14667980 DE 3 17/26/18 132 I T146679971 JA3 17/26/18 7981 T7982 7268 133 14679981JA5 17/26/18 1 GRA 7/26l1834T1461 679991JP1 17/26/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/rPI 1, Chapter 2. - �� 39380 0:. STATE OF :�44/, �� F �.4 O 'ONA, ,� %% Thomas A Albani PE No.39380 MITek Usk Inc. FL Cart 66M 6904 Padre East Blvd. Tampa FL 33610 Date: July 26,2018 Albani, Thomas 1 of 2 RE: 75061 - SHOW EN/ SILVER OAK Site Information: Customer Info: GROUP ONE CONSTRUCTION Project Name: SHOWEN Model: Lot/Block:- Subdivision: - --- Address: UNKNOWN City: ST LUCIE COUNTY State: FL No. I Seal# I Truss Name I Date 35 IT146680001JP3 1 7/26/18 136 I T14668001 1 JP5 1 7/26118 137 IT146680021JU 17/26/18 138 1 T1 4668003 1 KJ5 1 7/26/18 1 J5P /2618 /39 7728IT1468041K 141 1 T1 4668006 1 KJA7 1 7/26118 1 142 1 T146680071 KJP5 1 7/26/18 1 143 1 T1 4668008 1 P 1 7/26/18 1 144 1 T1 4668009 1 V4 1 7/26/18 145 1 T1 4668010 1 V8 1 7/26/18 1 146 1 T14668011 1 VA 17/26/18 2of2 Job Truss runs Type f apy ply SHOWEW SILVER OAK T14667966 75%1 A Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Plerce, FL 5.00 f 12 48 = 2.3 II US = 3 24 25 4 26 27 5 Scale=1:56.1 4x4 = 5x8 = 3x8 = US = 4.8 II 3x4 = 32A-0 i-7-133 tea-0 t6d-0 Y!E-0 31d-0 31&a 1-]-fBd-3 6d-0 640 BA-0 ad e ld-0 Plate Offsets (X Y)-- t1:0-1-10 Edgel t3:0-5-4 0-2-01 t5:0-5-4 0-2-01 18:0-3-8 Eddel 19:0-3-0 03-01 t11:0-4-0 OJ-Ol LOADING (Psf) SPACING- 2-0-0 CS]. DEFL. in (lac) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.55 Vert(LL) -0.15 9-10 >999 360 MT20 244/190 TOOL TO Lumber DOL 1.25 BC 0.49 Ven(CT) -0.28 9-10 >999 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBO2017ITP12014 Matdx-MS Wind(LL) 0.22 9-10 >999 240 Weight: 156 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.22-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins. SOT CHORD Rigid ceiling directly applied or 5-6-12 oc bracing. REACTIONS. (Its/size) 1=75511-11-5. 8=1236/0-8-0, 12=427/0-3-6 "Max Horz 1=166(LC 11) Max Uplift 1- 518(LC 12). 8- 773(LC 12), 12- 21 G(LC 12) Max Grav 1=755(LC 1).8=1236(LC 1), 12=442(LC 17) FORCES. (Ib) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-2173/1815, 22-23=-2093/1825, 2-23=-2074/1834, 23=-1954/1691, 3-24=-2124/1876, 24-25=-2124/1876, 4-25= 2124/1876, 4-26= 2124/1876, 26-27- 2124/1876, 5.27=-2124/1876, 5-6=-1833(1576, 6-28-1855116X 28-29- 1923/1625,7-29=-1933/1624, 7.8=-293/30 BOT CHORD 1-12=-1587/1932, 11-12=-1587/1932, 10-11=-1304/1772, 9-10= 1208/1690, 8-9- 1341/1702 WEBS 2-11=-269/400, 3-11=-213/316, 3-10=394/518, 4-10=389/465, 5-10=-481/607 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VWt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15fi; B=45ft; L=33ft; eave=oft Cat. 11; Exp C; Encl., GCp1=0.18; MW FRS (directional) and C-C Extedog2) 0-0-0 to 333. Intedor(1) 3-3-3 to 10-0-0. Extedor(2) 10-0-0 to 27-3-7, Intedor(1) 27-3-7 to 32-8-0 zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS 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 bealing plate capable of withstanding 518 lb uplift at Joint 1, 7731b uplift at Joint 8 and 2161b uplift at joint 12. Thomas A Albani PE No.39380 i USA, Inc. FL Cart 6634 6904 Pattie East Blvd. Tampa FL 33610 Date: July 26,2018 A WARNING- Vcd1yder1gnpammefersand RFAO NOTES ON TNISANDINCLUOED hUTEKREFERANCE➢AGEM71"m, 1d 159EFORE USE Design vaild for use oNy Wh WOek9 connectors.) ,Isclgn Is based myupon pamrelers drovm. and Is form InclAdud binding component trot a trust system. Before use. the Making designer must ve9y, the appllcotAlly of cleslgn I rameiers arxl properly Incorporate tits design Into the overall buldirgdeslgn. Bracing Increased Is to prevent bucldhgofhxllvIdualmusswebandlorcirordmembersonly. AdtllibrwllempwaryaltlpermanentMacirg MiTekc Is always required for slabitiWand to prevent cdlg vilth possIcie personal Intuy and properly cane. For general giidmor, regarding he 6-04 Perk, East 13W. faMkallon storme, delivery, erecam antl Mocirg of hussesand h=s tems. s ANSI/(PII Gua@y Cf oft DS940 and RCL Wldirg Component Tenpe, FL 33610 SYhfyinib irafbmNNlable hom Bus Rate Institute. 218 N. We street, Was 312. Alexandra. VA 22314. Job Tmss Truss Type ! Ply SHOWEN/ SILVER OAK T74667967 75061 Al HIP �Ov 1 i Jab Reference (optional) Chambers Imss, Inc., Fort Pierce, FL 8.13V S Mar 11 2018 MI IeK Ineusmes, Inc. I nU Jul ZO UCGa:bl Zulu d 0 Scale = 1:55A 4x6 = 5x6 = 3x4 = 4 27 5 28 6 3x4 = 3x6 II 3x4 = 3z6 = 3x8 = 3x8 = 3se = 2x3 11 3x5 LOADING (psf) TCLL 20.0 TOOL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress incr YES Code FBC2017/rP12014 CSI. TC C.80 BC 0.51 WB 0.62 Matrix -MS DEFL, in (roc) Well Ud Vert(LL) 0.37 12-13 >956 240 Vert(CT)-0.2312-13 >999 240 Horz(CT) -0.06 9 n/a We PLATES GRIP MT20 2441190 Weight 171 lb FT=20% LUMBER- BRACING - TOP CHORD 20 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-6 oc pudlns. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-11-15 oc bracing. WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.23-0-0 REACTIONS. (lb/size) 9=111910-8-0, 16=1299/0-11-5 Max Harz 16=199(LC 11) Max Uplift 9=-1356(113 12), 16=-1574(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2= 490/278, 23= 1010/1901, 3-4 1352/2546, 4-5= 1197/2457, 56= 1354/2732, 6-7=-1500/2825,7-9= 1709/3156 BOT CHORD 1-16=-224J507, 15-16= 278/520, 13-15= 1655/913, 12-13= 2336/1371, 10-12=-272611519, 9-10= 2726/1519 WEBS 3-13=-576/341, 4-13=-652/299, 5-13= 346/442, 6-12-728/326, 7-12=265/416, 2-16=-1186/2099,3-15= 510/783,2-15= 2297/1268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Ops1; h=15f1; B=45ft; L=33D; eave=oft; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Exlerior(2) "-0 to 3-4-15, Inter or(1) 3-4-15 to 12-0-0. Exterior(2) 12-0-0 to 253-7, Interior(l) 253-7 to 32-8-0 zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load rwnconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 36.0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qtdb) 9=1356, 16=1574. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: July 26,2018 ®WARNING-VedlydeslgnparemefersaeCREAONOTES ON MN ANDWCLUDWD EKREFERANCEPAGEM➢-74YJnv. IOro3401SBEFOREUSE Design vc,M for use May AIM M,ITek9 cvnrrectoss. This ded9n Is based only upon parameters shown, and Istor al Individual Watling comfnnenl, not a Imss system. Before use, the bWIdW designer Mfrs] verily Inc appllcabliiyof dedgl parameters and properly Incorporate Ihh design Into the overall bldingdedgn. WachgiWM tedlsloprevenlbucklingotln Nktrm Wzweband/wchordmemb moNy. Adt9lionaifemporaryartlpermanenilxaGng Wek' Is csvays required for stabalty antl to prevent collMse wlih possible personal Inpey astl popery domage. for general guldax a rereading zoo storage. delivery, erection all beating of trussesmss and Isystems, s ocANSUVII Goody C2eM. DSB-09 and SCSI WItlNp Componsnf SaNyfnbrmalbns/allade from hiss pate Institute. 218 N. Lee Street. Wte 312. Next ldlkl. VA22 14. 6904 Palle East Blvd.Iabricallon Tame, FL 23610 Job ssTruss Type r OY Ply SHOWEW SILVER OAKT74667968 75061 TA2 HIP 1 1 ' Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries. Inc. Thu Jul 26 07.22:52 2018 6k10 Mil BHS i Sx6 = 3 25 26 4 Scale = 1.55.0 I< 0 3x4 = 3S6 3.6 3x4 = 3x4 = 4x6 — 2x3 11 Sx6 = 3x4 = 3380 <-045 SG 1 14-0-0 186-0 254-2 314-0 31$e_ 441.5 a&5 I <E-0 662 I S11-14 or4U f00 Plate Offsets(XY)-- f1:0-1-140-0-21 (3:0-5920-2-01 f4.0-4-40-2-121 (T0-1-00-1-15) LOADING (Pat) SPACING- 2-0-0 CS]. DEFL. in (roc) Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(L-) 0.95 8-10 >345 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.70 8.10 >468 240 MT18HS 2441190 SCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(CT) -0.04 7 We n/a BCDL 10.0 Code FBC2017rFP12014 Matrix -MS Weight: 1551b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc pudlns. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-0-13 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpl 2-11 SLIDER Right 2x6 SP No.2 3-0-0 REACTIONS. (Ib/size) 7=1024/0-8-0, 13=1393(0-8-12 Max Harz 13=232(LC 11) Max Uplift 7=-1241(LC 12), 13= 1689(LC 12) Max Grav 7=1062(LC 18), 13=1393(LC 1) FORCES. (Ib) - Max CompdMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-700/397, 2-3= 1141/1987, 3-4= 962/1968, 4-5= 1086/2040, 5-7= 1643/2898 BOT CHORD 1-13=-293f708, l l-13=395023, 10-11=-1567/940, 8-10=-2502tl444, 7-8=-2502/1444 WEBS 2-11=-2312/1314,3-11=-252/156,4-10= 533/243,5-10= 623/1086,5-8= 503/268, 2-13=-127312068 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst; BCDL=3.Opst; h=15ft; B=15ft; L=33fl; eave=ltt; Cat. II; E>p, C; Encl., GCpi-0.18; MW FRS (directional) and C-C Exledor(2) 04W to 3-33, Intedor(1) 3-33 to 14-0-0, Exledor(2) 14-0-0 to 18-8-0, Interior(1) 23-3-7 to 3248-0 zone; canfilever left and right exposed ; porch left exposed;C-C for members and forces 8 MW FRS 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 20.0psl 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 BCOL = 10.0psf. 7) Provide mechanical connection (by others) of truss to beating plate capable of withstanding t001b uplift atjoint(s) except 01=1b) 7=1241, 13=1689. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Curt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 A WARNING -Verify destgn Parameters and READ NOTES ON INS AND INCLERED M? KREFERANCE PAGE 61F74M rev. IG/054015 BEFORE USE Dedgn vdld for use oNy Wlh NYIesis cormeclas. This design b based only ulxm parameters Rrovm, Md Is for an 9bMGrd "d rso component rot o muss Wslem. Before use. live WAlrang designer must verify Ine oppllcabelN of design parameters and propely hcorporate this design Into the overall bu9tlingdeagn.&mbglntllcOedlslopreveniWcklingollndiMu m ms bandfa ordmembersoNy. Addlllonaltemporarymdp rmanenlbraciW MiTek' balmys recpked for stabilly oncl to prevent collapse Wllh possble personal Injury afxl properly d3na3e. i 0eneaIgUdmcemr;-rmWIne falxlcation sbrage, tlelNery. ereclbn and bracBlO of lames mtl hussystems, seeANM/rylt Du CAil D5B4I9and SCSf luldbly Companonf 6904 Pehe East BNtl. Safofylnfbmafbro ad a mom Trim Hale InstlMe.216 N. Lea Smeel. Wte312 Alexandria. VA 22314. Tampa, FL 33610 Job Truss Type r Oty Ply SHOWEWSILVEROAK - T14667969russ 75061 JA3 Hip 1 1 Job Reference o tonal Chamber8 Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries. Inc. Thu Jul 26 07:22:64 2018 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. S00 12 6x8 Mr18HS = 5x6 = 4 5 Scale=1.56.0 3x4 = 3x6 II 3x5 = 3x6 = 3x4 = 3x6 = 2x3 11 3.8 11 3x4 = 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.10 9-11 >999 360 MT20 244/190 TCDL 7.0 LumberDOL 1.25 RC 0.52 Vert(CT) -0.22 9-11 >999 240 MT18HS 2441190 BOLL 0.0 Rep Stress Incr NO W B 0.56 Horz(CT) 0.04 8 We We .BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.13 9-11 >999 240 Weight 1691b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-7 as pudins. BOTCHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 as bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 6-11 SLIDER Right 2x6 SP No.22-6-0 REACTIONS. (lb/size) 8=1097/0-8-0, 15=1621/0-8-0 Max Hotz 15=265(LC 11) Max Uplift 8=-660(LC 12), 15=-1267(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2= 840/483, 23=-919/525, 3-4=-1263/988, 4-5=-1026/972, 5-6= 1181/958, 6-8-168211214 BOT CHORD 1-15=-397/860, 14-15= 441/874, 12-14= 373/1032, 11-12= 518/1026, 9-11= 954/1484, 8-9= 952/1487 WEBS 3-14=-757/873, 3-12=-300/275, 5-11=348/461, 6-11=610/533, 2-15=-1478/1430, 2-14=-129611468 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170fnph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst; h=15ft; B=15f1; L=33f1; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MINERS (directional) and C-C Extedog2) 0-0-0 to 3-3-3, Interior(1) 3-33 to 16-0-0. Extedor(2) 16-0-0 to 163-0, Interior(l) 213-7 to 32-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS 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 botlom chord live load nonconcumenl 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 wrkle will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) 8=660,15=1267. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)158 lb down and 150 I6 up at 9-9-0. and 1581b down and 150 Its up at 13-9-0 on top chord. The designtselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4— 54, 4-5= 54, 5-8= 54, 16-19=-20 Thomas A. Alban! FE No.38380 Minsk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: My 26,2018 ®WARNING. Vedydaafgn ParametemedREADNOTES ON THIS AND INCLUDEDNREKREFEHANCE PAGE A167473rev. 1eRYLa15 BEFORE USE Design voiidforuwonly with Miiek9connectors. this deign Is basetl only upon pov neters 5wwn,cad Is for an IdNidUd Wgdthg component. trot ��- a hors system. Before ase, are, build" de9gner maid verify the apPlicab011y of design paramefersantl properly Ncomorde fn5 deslgn Into the overall buldvgdeslgn. Bracinglyd Wedistopreventbuc imsswebard/orctwrdmembersordy. AddlfonalternWaryondpermarenfbradng MiTek' QofhdM Is dways for staved. collapse ssrole persorid blue and y damage. Fo e a Aging rg the 6904 P." East Blvd. erd floe anent nddonce of trunes OSB-09 mM BC51 Bu1091g Component !hill 11 8 sandlmsryulle tobricofbn.storage.avallvery.erecfbn rndtxaclrg.218 Tanpa, FL 33610 31,Alexadrim VAMiCrderb, SeleyNhrm0lbrnvdlaWefrom liu..s Rafe InfllMe, 218 N. Lee Street. Suite 312 Plexandria. VA 22314. N. Job Truss Truss Type 1 Ply SHOWEW SILVER OAK T74667969 75061 A3 Hip �Oiy 1 1 Job Reference (op5onall Chamber& Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Jul 26 07:22:54 2018 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. Sub MT18HS = 5.00 12 6x6 4 5 Scale=1.56.0 3x4 = 3x6 11 3x5 = 3x6 3x4 = 3x6 = 2x3 II 3x8 II 3x4 = 3x4 = 3284 LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (Ion) Vdefl Lrd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.68 Ved(LL) -0.10 9-11 >999 360 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.52 Vert(OT) -0.22 9-11 >999 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO W B 0.56 Horz(CT) 0.04 8 nta n/a SCOL 10.0 Code FBC2017RPI2014 Matrix -MS WincI L) 0.13 9-11 >999 240 Weight: 169 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc pudlns. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at Pritlpt 6-11 SLIDER Right 2x6 SP No.2 2-6-0 REACTIONS. (lb/size) 8=1097/0-8-0.15=16211"-0 Max Ho¢ 15=265(LC 11) Max Uplift 8=-660(LC 12), 15=-1267(LC 12) FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 840/483, 23-919/525, 3-4= 1263/988, 4-5-1026/972, 5-6=-1181/958, 6-8= 1682/1274 BOT CHORD 1-15=-397/860, 14-15=-441/874, 12-14=373/1032, 11-12=-518(7026, 9-11-954/1484, 8-9= 952/1487 WEBS 3-14= 757/873, 3-12=-300/275, 5-17= 348/461, 6-17=610/533, 2-15=-1478/1430, 2-14=-1296/1468 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL 3.2psf; BCDL=3.Opsf; h=1511; B=45ft; L=33ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-0-0 to 33-3. Interior(7) 3-3-3 to 16-0-0. Extenor(2) 16-0-0 to 16-8-0, Interior(1) 213-7 to 32-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This thus 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at)oint(s) except Ut=lb) 8=660, 15=1267. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 158 to down and 150 lb up at 9-9-0, and 158 lb down and 150 lb up at 13-M on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Van: 1-4= 54, 4-5=-54, 5-8= 54, 16-19=-20 Thomas A Alban! PE No.39380 h1Tek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 ®WARNING-VedlydesrgnparemVers dREADNOTES ON THIS AND WOLUDEDMITEKNEFERANCEPAGEMP-7473rev. 10ID2015BEFONE USE D,Ign vaild for use only with Wjrak.Ocontuctas. ins design b boxed only upon parameters grown. and Is for ON lrafl ual bUiding component rat a muA system. Before use, the building designer mast veafy the appllcobally of design parameters and properly incorporate 7Nsdetign Into the overall buadrxlde5gn. WacelplMkxRedlstoprevenibuc ]WofindMtluOlimi band/orctardmembersonly. Adtlitloraltemporaryondpermanentbraclrq MiTek' fa atsrequbmge.dtabllll.er foprevenac[Wole hpossible personal a4u AMpropedytlamcge.o,DS890ad B=BuRD7gCgita tobacotibarraoge, tlelly see DSB-0g DIW SCSI Bugdhg Cpmponpnf and bachgo218 6904 Parke East 3W. N. LeaStresssystems exandra.VA2231Crgalb, Salofy/nbrtnalbmvallable ham Tnra Hate v,saaAe. 218 N. Lee Sheet, Suite 312, Plexantlaa. VA 22314. earn Tntm Tanpa,PL 33610 Job Truss Truss Type r Oty Ply SHOWEW SILVER OAK T14fi67970 75061 A4 COMMON 5 i JobReference o tional Chambers Truss, Inc., Fort Pierce, FL. 8.130 a Mar 112018 MiTek Industries, Inc. Thu Jul 26 07:22:55 2018 Page 1 ID:tc_EZYOUBKyMPl54wpE8c5zODYM-iEdrpt6lFXOnlo6vVTIOHOzMt8LcpyLl lDbh W gyuGJ U s-00 fi-9-9 11-1.4 16-40 21-6-12 25-10-7 32-6-0 5-0A 15-9 4311 5@-12 s-2-12 4-3-ii 6-9-9 i 0 Scale =1:54A THIS TRUSS IS NOT SYMMETRIC. 4x5 = PROPER ORIENTATION IS ESSENTIAL. 5.00 12 4x6 = 3x6 11 — 3x4 = 4z6 = axe = 3x4 = 4x6 = 32.80 5-0-0 SAA 11-0-0 1400 21a6-02 3Y40 34d0 50-0 A Set 2d612 7612 994 OG�� 1oa Plate Offsets(XY)-- (3:03-0Edgel 17:03-O,Edgel 110:0-1-80-1-151 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.75 Vert(L-) -0.35 12-13 >934 360 MT20 244/190 TCDL TO Lumber DOL 1.25 BC 0.63 Vert(CT) -0.5912-13 >554 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.87 Horz(CT) -0.04 10 Na n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wmd(LQ 0.6912-13 >476 240 Weight: 165 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 3-0-0 REACTIONS. (lb/size) 10=1097/0-8-0, 15=1621/0-8-0 Max Horz 15-270(LC 10) Max Uplift 10=-1329(LC 12), 15— 1964(LC 12) Max Grav 10=1130(LC 18), 15=1621(LC 1) BRACING - TOP CHORD Structural Wood sheathing directly applied or 5-0-12 oc purlins. BOT CHORD - Rigid ceiling directly applied or 4-1-13 oc bracing. WEBS 1Row at midpt 2-13,5-12 FORCES. Qb) - Max CompJMax Ten. .-All forces 250 (Ib) or less except when shown. TOP CHORD 1-2-791/444. 2-4 1249/2274, 4-5= 1271/2499, 5-6= 1645/2995, 6-8 1577/2839, 8-10= 1704/2884 BOT CHORD 1-15=-348/798, 13-15=-424/798, 12-13= 1492/957, 10-12= 2452/1484 WEBS 2-13=-2767/1520, 4-13— 591/852, 5-13= 615/305, 5-12= 1487/858, 6-12=354/411, 2-15= 1497/2593 NOTES- 1) Unbalanced mot live loads have been considered for this design- 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=1.2psf; BCDL=3.Opsf; h=1511; B=15ft; L=33ft; eave=411; Cat. II; Eery C; Encl., GCpl--O.18; MW FRS (directional) and C-C Extedor(2) 0-G-0 to 3-3-3. Intedor(l) 3-3-3 to 16-4-0, Extedor(2) 16-4-0 to 19-73 zone; cantilever left and right exposed; pomh left exposed;GC for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 4) ' This truss has been designed for a live load of 20.0psi 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=11i) 10=1329,15=1964. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 158 Ib down and 3071b up at 9-9-0, and 158 Ib down and 307 to up at 13-9-0 on top 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, Platelncrease=1.25 Uniform Loads (pli) Vert: 1-5=-54, 5-10=-54, 16-19_ 20 Concentrated Loads (III) Vert: 26_ 150(F) 28— 150(F) Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6004 Parke East Blvd. Tampa FL 33810 Date: July 26,2018 ® WARNING .Wrifytleclgnpesmelersan✓READNOTES ON7N5ANDWCLUDWMITERREFERANCEPAGEM 74Arev.f0N.i2015BEFOREUSE Design Vdid for use ONY Win M11e1MCOolectOM. INS d0c9n is ba:Ad oNY upon IpWomeWM grown. and lifer an 4ldNdld Widing coo`O n nt not ■■ a ims system. Before use. the bWltllrg designer must verily she appllcab9lN of design parameters antl properly s=roorate mis design Into the overall balding celgn. Racing lMlcatetl is to prevent Duckling of lnlivklual inns web anxJ/or chord members only. Additional temporary and nermarrent bracing MiTek' Is always required for sloblilty antl toprevenicollopse with poIcsoe personal III cord property damage. For generd guidance reggdng ltle 6904 Parke Ewl Blvd. fabncalbrt storage, delivery, erection antl brcrAW of ftuo s and truss symtemm s ANSWPII BuaMy ClDnb, DSS-09 and RC51 Euatl6lg Component Taaaa, FL 33810 Sahly hloanalbrnvcllable from inm Bate Immune, 218 N. Lee Sheet. Suite 312. Alexondna. VA 22314. Job Truss Type r ply Piy SHOWEW SILVER OAKT14667971 FA 75061 COMMON 1 1 Job Reference (optional) ChambeU5 Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTak Industries, Inc. Thu Jul 2607:22:56 2018 Pagel ID:tc_EZYOUBKyMP154wpEBc5zODYM-AOBD1 D7wOrWeNyh53ApdpcVX9YhtYSWAztLF36yuGJT 5-4.0 5r10r9 11-1-4 16.4-0 ' 21.9-14 I 27-7.4 _ 6-4-0 -E�J 52-12 5.2-12 &&14 5-9-6 45 = 5.00 12 Scale: lt4-=1' 3x6 11 3x6 _ 3x9 = 3x6 3x4 = Sue = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0,0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CS]. TC 0.72 BC 0.63 WB 0.68 Matrix -MS DEFL. In Vert(LL) 0.72 Vert(CT) -0.59 Horz(CT) -0.01 (too) Udefl Ud 9-11 >368 240 9-11 >452 240 8 n/a n/e PLATES GRIP MT20 2441190 Weight: 1471b Ff=201 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-7-4 cc bracing. WEBS 1 Row at micipt 2-11, 5-9, 7-9 REACTIONS. (lb/size) 8=77110-7-4.12=126110-8-0 Max Horz 12=219(LC 11) Max Uplift 8=-941(LC 12), 12=-1522(LC 12) Max Grant 8=774(LC 18),12=1 261 (LC 1) FORCES. (Ib) - Max_ CompJMax. Ten. -All forces 250 (lb) or less except when shown - TOP CHORD 1-2= 852/455, 2-4=-790/1448, 4-5= 789/1612, 5.6= 95611865, 6-7= 909/1683, 7-8= 771/1385 BOT CHORD 1-12=-360/856, 11-12=-400f719, 9-11=-951/578 WEBS 2-11=-2016/1083, 4-11-341/384, 5-11= 48W21, 5-9=-820f453, 6-9=-371/434, 2-12_ 1140/1983, 7-9=-1507/833 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=1.2psC BCDL=3.Opsf; h=15ft; B=45U; L--281t; eave=tD; Cal. 11; Exp C; Encl., GCpi=O.18; MW FRS (directional) and C-C Exiedor(2) 0-0-0 to 3-0-0, Interior(I) "-0 to 16.4-0, Exterior(2) 16-4-0 to 19-4-0 zone; cantilever left and right exposed ; porch left exposed;C-C for members mad forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This buss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a -rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 5) Provide mechanical connection (by others) of Tmss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qtdb) 8=941. 12=1522. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: July 26,2018 Q WARNtNG.VediydeetgnparameteoendREADN07ES ON 7N5ANDWCLUDED NnEKREFERANCEPAGEA1671M.. 101DW2II5BEPORE USE ■ Waign valitlforuseonlyulth Wekaconnectors. INsdesign lsbasetl only Upon Paametersshown, ad Is form axlMdplol bWding component nol s■ a tons system.Before use, thebuldng designermust verify lneaWicoblilyoltl gn PaametersOnd properlytrrcomorate 7Nsdesign Into the overall bucIdW tns¢webard/orchordmembemonly. Adanonaltemporaryadpermanentbrochg MiTek' bnitllrgdeslgn. ftachg lydlcatec1610 prevent ofedNltlucl kalwaysregWe fmsta ity dlowevenlcoll�MINpossblepermrwl5ip¢y propedytl cage. FageneraiguWanceregso1rg trio fabrication storage. delivery, erection and bradrg of tn,aes and aus systems, scoANS/ytpll Qua, Crderb, DSMP mM LC5f EuldbIg Component 6904 Parke East 6lvd. Parka.FiEasto acutelylrltonnaftovdlable from Truss Plate Ins1IMe, 218 N. Lee Street, Suite 312. Alexardda, VA 22 14. Te tap s Truss Type I Oly Ply SHOWEN/ SILVER OAK . TA6 T74667972 L Roof Special 3 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Jul 26 07:22:57 2018 Page 1 I D:Ic_EZYQUBKYMPI54wpE8c5zQDYM-fdlbEZBZngaV?6GIctKsMp2e W y?GHsGKCX4obYyuGJS 3.4-0 5-1 0-9 11-1.4 16.4-0 q 21-8-0 F- 26-0-0 27-7.4 3.4-0 2-6-9 5-2-12 5-2-12 5-4-0 4-4-0 1-7-4 4x4 = 5.00 12 3x4 = MII 3x6 = 6A2 = 4x4 II 3x4 II 6,8 = Scale = I A9.2 Lh 6jI t¢ LOADING (psi) TOLL 20.0 TCDL 7.0 BCLL 0.0 ' SCOL 10.0 SPACING- 2-0-0 Plate Chip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/1P12014 CSI. TO 1.00 BC 0.75 WB 0.84 Matrix -MS DEFL. Ved(LL) Ved(CT) Horz(CT) Wlnd(LL) in (lac) Well , Ud -0.30 14-15 >962 360 -0.66 14-15 >435 240 0.03 10 n/a n/a 0.33 14-15 >890 240 PLATES MT20 Weight: 165 lb GRIP 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied, except end vedicals. BOT CHORD 2x4 SP M 30 *Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-14,8-11: 2x4 SP No.3 6-0-0 oc bracing: 10-11. WEBS 2x4 SP No.3 REACTIONS. Qb/size) 17=1156/D-8-0, 10=876/0-7-4 Max Hoe 17=219(LC 11) Max Uplift 17-870(LC 12), 10=-542(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 fib) or less except when shown. TOP CHORD 1-2= 485/151, 23-788/466, 3-5=-1108/746, 5-6=-1174/961, 6-7= 1224/1067, 7-8= 1225/926, 8-9-687/531, 9-10-849/652 BOT CHORD 1-17=-181/525, 15-17=-312(670, 7-13=-314/386, 12-13=-515/672, 8-12=-518/476 WEBS 3-15=-420/552, 5-15= 456/524, 6-15= 260/496, 13-15= 423/602, 6-13= 389/503, 8-13=-278/449, 9-12-649/846, 2-17=-1006/1021 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.0psf; h=15ft; B--45tt; L=28ft; eave=411; CaL II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Exledor(2) 0-0-0 to 3-0-0, Intedor(1) 3-0-0 to 164-0. Extmor(2)16-4-0 to 19-4-0 zone; cantilever led and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psi bottom chord live load nonconcunent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 34.0 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 1001b uplift of joint(s) except Qt=Ib) 17=870, 10=542. Thomas A Alban! PE No.39330 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 Q WANNWO-Vedfydedgapaametersand NE/1ONO7 ON 7N/SANOWCLUDWVMVCR F ANCEPAGEM&74Mm 1QTGt?0158EF0FEOSE OeAgnvoiid twuseordy WIM Mnek®connectors. lNsdesignisbased oNy upon petcmeterssilown.andIsform hdN l Wading component, not a Irus system. Balm use, the buAd1W deslgrrer must vedry the applIcablilly otdeslgn parameters and properly hcorPorate Hisceslgn Into the overdl bllckngdesign. &achghdka islopreveniWcWingoflndNdu iussweband/orchmdMOMWrsoNy. Addllloroltemporaryontlpermanenlbaclrg MiTek' b always requlretl iw sfabmltyantl to prevent collapse wah possaNe peaor1w 14im/ard property damage. For general guldmce regwdlig the nantlbochg of saelexarcpff Daa-09 and lCSl BUIdhg Campontrnf taa,#yMstorage,delNery,rom Tamp Parke Eas1BN4. VA 2231Crderb, 18N.LeeScel,Sutemz SaNfy(NonnallAmvdloble from inns Rate InstlMe. 219 N. Lee Street, ante 312 PJexond4o. VA 22314. T Tanya, FL 33610 Job Truss Truss Type , OIX Ply SHOWEN/ SILVER OAK T14667973 75061 A7 Common 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Jul 26 07:22:58 2018 Page 1 I D:Ic_EZYOUBKyMP154wpE8c5zODYM-7pJ_SvgBXSmMcGrUAbr5u1 bxYMPkOM8TRBgM7_yuGJR 14.6-0 19-11-14 25-9-4 7.1-4 5-5-14 5-9-6 4x5 = Scale=1:45.0 4x12 11 3x4 = 3x6 = 3x4 = 6xe = Plate Offsets (X Y)-- (1:0-343 Edgel LOADING (pat) SPACING- 2-0-0 CSI. DEFL. In (too) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.21 a-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.32 B-10 >947 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(CT) -0.04 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Malnx-MS Wind(LL) 0.14 8-10 >999 240 Weight: 138 lb FT=20% LUMBER- - BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 20 SP M 30 WEBS 2x4 SP No.3 BOT CHORD SLIDER Left 2x8 SP 240OF 2.0E 2-6-0 WEBS REACTIONS. (lb/size) 1=94S/Mechanical, 7=94810-7-4 Max Horz 1=200(LC 11) Max Uplift 1=-586(LC 12), 7=-596(LC 12) FORCES. (Ib) - Max. Comp./Maz. Ten. -Ali forces 250 (Ib) or less except when shown. TOP CHORD 1-3= 1495/1122, 3-4=-1400/1170, 4-5= 1089/927 BOT CHORD 1-10=-975/1417, 8-10_ 564/904, 7-8=679/935 WEBS 3-10=-318/418, 4-10=-429/630, 4-8=-87/313,5-7=-11361842 Structural wood sheathing directly applied or4-11-13 oc pudins, except end verticals. Rigid ceiling directly applied or 7-3-12 oc bracing. - 1 Row at midpt 5-7 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Etdedor(2) 0-0-0 to 3-". Intedor(1) 3-" to 14-6-0. Exterior(2) 14-6-0 to 17-6-0.zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 3) This thus has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This trusts 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 wale will fit between the bottom chord and any other members, with BCDL = 1 0.0psf. 5) Refer to girder(s) for thus to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Gt=lb) 1=586, 7=596. _ Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 $904 Padre East Blvd. Tampa FL 33610 Date; July 26,2018 ®WARNWG-VedtydWBnp3ma uarsend RIM0N0TSa ON 7N/SANDWCLUDEOMI KHEFEBANCEPAGEM674"3 .. foWTOf5BEFONE USE Uesn , vaid (M uze on y wlh Mtfel:V n tas.I dedgn 6 bcsed aNy upon Parameters shown, and lsfa an esdivldual W'Jtling component. not L a lrussystem. Before use, fhe building designer must verity the applicab9nyoldeslgn parameters a,d proi edy ncorporate ]Mdesign Into the overall bWdk@7 ded(g,. BrachgndkatedhtopreventWWingofinddualtnr geband/orcfrdmembersoNy.Ad<Mlorwltemporaryondpenmmembra:irg MiTek' Is dways required for stabIntyarW to prevent collapse Wilh posible personal " and property damage. r«generd gWda,ce regaarg the 6904 Perke East Blvd.fabtcatbrtstorage,delNery,erecibnandbrachgofiruwesandh systems ANSMllQwMyCrBoda,DSB49and Bcsf&mb7gcomponwt Sef*/yssf r aHeNrvdlable Dan Tnns Rate Imlitute, 218 N. Lee Sheet, suite 312. Aexandra VA 22314. Tanga, FL 3361 D Job Truss Truss Type r pry, Ply SHOWEW SILVER OAK Ttass7s7a 75061 ATA Attic 2 1 Job Reference oDOonap Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Inc. Thu Jul 26 07:22:59 2018 1-1.14 4x4 = Scale=1:40.4 Iv sx6 = 4x5 = 4x5 = 4.12 II 3x4 = 3x4 = 6x8 II 244D tea 1ao esr 1SP1z z3ao zaa,o �avn< I zva zzr 1aM � Plate Offsets (XY)-- (1:0-6-50-1-61 (1:0-0-4Edge119:0-6-5,0-1-61 LOADING (pst) SPACING- 2-0-0 CS]. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -021 10-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.32 IG-12 >918 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.29 - Hou(CT) 0.03 9 Na n/a BCDL 10.0 Code FBC2017/rP12014 MatriX-MS Wind(LL) 0.14 10-12 >999 240 Weight: 130 In FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/size) 1=973/0-8-0,9=973/0-8-0 Max Horz 1=-181(LC 10) Max Uplift 1=-518(LC 12), 9-518(1_C 12) Max Grav 1=1118(LC 18), 9=1118(LC 19) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. JOINTS 1 Brace at Jt(s): 13 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1807/967, 2-3=-1722/854, 3.4-1515/854, 6-7=1515/855, 7-8=-1723/851; 8-9=-1793/971 BOT CHORD 1-12=-780/1716, 10-12-579/1576, 9-10=-775/1577 WEBS 3-12=-14/441, 4-13=-1590/772, 6-13= 1590IT72, 7-10-2/438 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; B=45ft', L=24ft; eave=4t; Cat. 11; Ely C; Enbl., GCpi=0.18; MW FRS (directional) and C-C EMe ior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-2-0, Extedor(2) 12-2-0 to 16-4-15 zone; cantilever left and right exposed ;C-C for members and forces R MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This thus has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-13, 6-13 6) Bottom chord live load (40.0 pat) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Gt=lb) 1=518, 9=518. 8) Attic room checked for L/360 deflection. Thomas A. Albert PE No.39380 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 ® WARNING- V rftrdeslgnpanmerema dNEAO NOTES ON 71119 AND IN6LUDE0MerEKflEFERANLEPAGEMQ)4]Jre¢ 10.Di/2015 BEFORE USE Designva:A toruseorgywith MitelsOccarneclors. Wadedgn bbasetl oNy upon parameters strovm. and Is for an vtCMdud bu9dklgcoml m. not a truss system. Before use. the buadn,; designer must vetlty the applicaWlfyofdosign parametelsand propetly Incoiporate thisdeslgn Into the overall buldMckn4gn. Brocinglndcated lSlO prevenfbuckllr ortxliAclual kuswebarW/onctard members only. AddtionaltempororycndpennarrontbraclM MiTek' Is dways required for stabNly and to prevent collapse with possible personal injury and propedy clamage. For generd gultlance regadnxl the fabrication. storage. dellrery, erecaon and bracing of fusses and hos systems, seeANSVIlel Qmffy Crlelb, DS949 and SCSI Buld/np Component 6904 Parke East Blvd. Sahty(Melmafbmvallade from Trim Nate InstiMe. 218 N. Lee Street. Sulte 31%Alexan1ria. VA 22314. Tenea, FL 3361 D Job Truss Truss Type r GG/ Ply SHOWEWSILVER OAK T74667975 75061 ATB Attic 2 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Jul 2607:23:00 2018 Page 1 ID:tc_EZYGU BKYMPI54wpE8c5zQDYM.3COktaAR3404sa?tlOuZzSgl B96yUHwmuVJSCIyuGJ P 9A3 1&&14 47-0 &64 &7¢ 300. 144-0 14�11-1�,3 1� -12 199-0 24'40 CJ-0 31t-0 P 14 ]-1� 4-0-0 7.130.9-2n 311d 44-0 ] P9-2 P 14 Scale = 7:40.7 36= 3x6 = 3x4 = 2x3 113x4 = 6 7 8 � 11 3x8 11 7x8 = 7x8 = 3x8 II 3x4 = 3x4 = 24A 0 LOADING (PSI) TOLL 20.0 TCDL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate GOP DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017RPI2074 CSI. TO 0.40 BC 0.43 WB 0.59 Maldx-MS DEFL. Vert(LL) Ved(CT) HOrz(CT) Wind(LL) In (loc) Well Ud -0.18 13-14 >999 360 -026 13-14 >999 240 0.04 12 n/a n/a 0.1814-19 >999 240 PLATES GRIP MT20 244/190 Weight: 125 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5.0-2 oc puffins. BOT CHORD 2x4 SP M 30'Except' BOT CHORD Rigid ceiling directly applied or 7-10-2 oc bracing. 13-14: 2x6 SP 240OF 2.0E WEBS 1 Row at midpt 5-8 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-6-0, Right 2x6 SP No.2 2-6-0 REACTIONS. (1b/slze) 1=975/0-8-0, 12=975/0-8-0 Max Horz 1=-150(LC 10) Max Uplift 1=-517(1_C 12), 12=-517(LC 12) ' Max Grav 1=1138(LC 18), 12=1138(LC 19) FORCES. (Ib) - Max. CompJMm Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD . 1-3=-1677/998, 3-4= 1719/928, 4-5=-1511/937, 5.6=-247/362, 6-7=-201/319, 7-8= 247/362, 6-9=-1511/937,9-10=-1719/928, 10-12=-1678/998 ROT CHORD 1-14=-811/1558,13-14=-66V1574,12-13=795/1446 WEBS 3-14=-106/296, 4-14A/411, 5.8= 1533/636, 9-13=0/411, 10-13= 107/297 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCOL--3.Opsf; h=15ft;, B=45fh L=24ft;, eave=oft; Cat. II; Exp C; Encl., GCpl-0.18; MW FRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-0-0, Extedor(2) 10-0-0 to 14-4-0, Interior(l) 18-6-15 to 244-0 zone; cantileverleft and right exposed ;C-C formembers 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 psi bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 Pat) on member(s). 4-5, 8-9, 5-8 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psi) applied only to room. 13-14 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except 6t=1b) 1=517, 12=517. 9) Attic room checked for U360 deflection. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 A WARNING- Vadfydasfgnparamefersand READNOTESON TNI5ANDWCLDOFDMREKREFERANCEPA0EN67413rev. IOMY2015BEFOREDSE Dedg1 vaAfor Use oNYv4MNJla.9 corvreCters. lrtved{atbbaredordyuponlcaametersshown,ny!pkforrn 01oNtlua buatlk,DCn Into eohot a truss system. Before use. the btNarxt designer must Iing o the applicalbility tassw f dand l pa chord mrsaxl properly incorporate ft9sdedan Into the overall lvWuolfrusswebantl/oroh de9gn.fastn MiTek' Ftye We.Ny.Atlatbrxxltempaaryandpermanentbractrg for detWelyare tinrandbr oNof wivx,scaxepssyste eeeA WIP11errydana9e. Por S111eranadataere9oram9 the halve itticatetlhtopreventbuckllnlhp balwaron. storage. �systems saeAN9y/P/f VA2231QD@M. DSB-0p and BCS'I Bu1WQp Component and MIX:Inte.218 Iobrkwliort storaDe. tlelNeryfrom 6904 Parke East Blvd. Iron Sah7y 01/011114171J1PValaxe from ins Plate Insatae, 218 N. Lee Sireei, suite 312. Plexaldaa, VA 22314, N. Lee street, Tampa, FL 33610 Job Truss Type Illy Ply SHOWEN/ SILVER OAKT14667976 75061 TATD Common 3 1 Job Reference (opt onah Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Jul 26 07:23:01 2018 Page 1 ID:tc_EZYGUBKyMP154wpEBc5zODYM.XO 64wB3gNBwTjZ3rIPoWfDNFZNMDfEv7920kJyuGJO ]-anz 14.60 19-8-12 24-ad 30-10A '51 z 7-1-0 52-12 43-11 3x4 = 4x12 II 4x6 = 416 = t0 ass = Scale=1.52.1 4x8 II 3x4 = lv 0 3o-1oa wosWoo 198-12 296-0 291rr0� - tD � bs B8£ 4ad -0 141-0 Plate Offsets (X Y)-- (1.0-3-e Edge) (9'0-3-e Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (too) Utlefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Ven(LL) -0.4210-12 >882 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 Be 0.67 Ved(CT) -0.67 10.12 >551 240 BCLL 0.0 ' Rep Stress [net NO WB 0.91 Horz(CT) 0.06 9 nra n/a BOOL 10.0 Code FBC2017/FP12014 Matrix -MS Wind(LL) 0.31 10-12 >999 240 Weight: 154 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlms. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-5-4 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 240OF 2.0E 2-6-0, Right 2x6 SP No.2 2-6-0 REACTIONS. (lb/size) 1=1148/Mechanical, 9=1283/0-8-0 Max Ho¢ 1=-251(LC 10) Max Uplift 1=-717(LC 12). 9=-800(LC 12) FORCES. Qb) - Max Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3- 1901/1470, 3-4=-1736/1411, 4-5=-2025/1694, 5-7= 1937/1493, 7-9=2037/1553 BOTCHORD 1-12=-1143/1812,1D-12=-772/1328,9-10-1254/1794 WEBS 3-12=-292/383, 4-12=-279/576, 4-10=-643/953, 5.10=-085/524 NOTES- 1) Unbalanced roof five loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psC BCDL=3.Opsf; h=15ft; B--151t; L=31f1; eave-nl; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-1-0, Intedor(1) 3-1-0 to 14-6-0. Extedor(2) 14-6-0 to 17-7-0 zone; cantilever left and right exprosed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 Pat bottom chord live load nonconcunent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL =1 O.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at ioint(s) except fitdb) 1=717, 9=800. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78Ib down and 75Ib up at 16-10-0, and 78Ib down and 75 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-9- 54, 13-17=-20 Concentrated Loads (Ib) Vert: 25=-75(F)27=-75(F) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: July 26,2018 Q WARNPIG-VerWd stgnpamrruu.rsend READ NOTES ON TN1a ANOWCLUDEDMITEKIT FERANCEPAGEMD-74TJrev. I&VU20I51YEFOREUSE Dedgn varW for use only vAlh MffekH cone ois. Thisdesign Is based only upon Incrarnefers down, and Is for an Individual bNdnG component not a truss system. Beforeuse. the Wlldrg designer most verity the appllcabulty of claugn parameters and Property tnco erase this design Into the overall blAcIgdeslgn. &adngirx9cal toprevenfWcldVgotlndNklualhussweb /mat dmemWmoNy AtlNilonaltemporaryarWpermanentbaling MiTek* Is always rega a f rw slOblaty and to Wevent callopse with poamle parsorwl a5hay and property damage. For general gsEdanae legarNng the fabkatbn storage, delNery, erecfion and bractrg o(imssesand truss systems seeANsg/pll BuaIDV QMria, DSSd9 andaCSlauldarg Gompoirmf 6904 Perks East BNtl. SnNlymbmralbmvallade from loos Plate Institute, 216 N. Lee Sheet, 6u1te312, Alexarfdn4 VA 22 14. TaWa, FL 3W10 Job Tmss Truss Type , Oty Ply SHOWEW SILVER OAK T74667977 76061 D Hip 1 1 Job Reference (optional) l namDWF nusJ, Inc., ron Fierce, I-L a. mvsmal unto mu nx muusmes, 4xa 2x3 II 5.00 F12 4 25 26 5 27 26 410 = 6 Scale = 1:54.9 4x4 = 3.6 11 Sx6 = 3x9 = 5x6 = 3x8 I[ 3x4 = 32A-0 1400 22 10P0 i6-0-0 22-80 3144 3l_&J f-100 7-100 6-0-0 64-0 e8O 04o fao Plate Offsets(XY)-- (1'0-3-2Edge1 (4:0-5-40-2-0I l6'0-5-40-2-0119'0-3-BEcigel I70'0-3-00-3-01 f12'0-3-00-3-01 LOADING (psfj SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.30 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Ven(CT) -0.5311-12 >689 240 BCLL 0.0 ' Rep Stress Incr YES WB 0,56 Horz(CT) 0.06 9 Na n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wlnd(LL) 0.44 11-12 >825 240 Weight: 157111 FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 2.6-0 REACTIONS. (Ib/slze) 9=1174/0.8-0, 13=124310-8-0 Max Harz 13=166(LC 11) Max Uplift 9= 729(LC 12), 13=-873(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when show. TOP CHORD 1-2— 1240/887, 2-3-1557/1268, 3-4=-1525/1280, 4-5=1913/1672, 5-6— 1913/1672, 6-7=-1696/1447,7-9=-180511514 BOT CHORD 1-13=-960/1303, 12-13-975/1314, 11-12=-979/1431, 10-11=-1087/1563, 9-10-1232/1589 WEBS 3-12=-981273, 4-11=-536/637, 5-11-3811455, 6-11-383/511, 2-13=897/989 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL--9.2psf; BCDL=3.Opsf; h=15R; B--15ft L-33ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-0-0 to 3-33. Interior(1) 3-3-3 to 10-0-0. Exterior(2) 10-0-0 to 27-3-7, Interior(1) 27-3-7 to 32-8-0 zone; canBlever left and fight exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live lead of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at )oint(s) except Qt=lb) 9=729,13=873. Thomas A Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 A WARNNO. VedydWgnparamereman4READNOTE ONMN ANDWCLUDWAU KRUF NCEPAG£M&74T3rev. 100120F5BEFOREUSE Doggh valid fw useonJy Wlth A,6lelckl connacbrs.Thisdeign Sbasedonly Upon pwameteadown and hfomN Mduol"IdIrgcomponent. not a trust system. Before use. the bdldrg designer must verity me opplicoUityof tleslgn pamrnelem antl Parody Incwpomle INs design Into tho overall bdldrgdesgn. &a giMlc IstopmvenlWu ingof0rd udt webcn7/oroWrdmemb Mr y. AtkNtlo tempo mdperma ntbrm g MiTek' Icarus required fwslab9lty and to prevent coltg wlih pmlble pelsorgl k9uay and pfopedy dwncge-ror general g1&101Ce regadmg Ito fabrlcatiortstorage,delNely,erectbnentlbraclrgofm sandtrust Mtemss ANSUWIIOua@y CdHf.,VS"Pand BCMBUBdk,g Component 69" Parke East Blvd. SaNtytnfomralk o dldxc from T= Plate Insalute. 218 N. Lee Street, Sdte 31Z Alexorxlda. VA 22314. Tarry., FL 3361 D Job Truss Truss Type Oty Ply SHOWEN/ SILVER OAK T74667978 75061 D1 Hip 1 1 Jab Reference (optionall Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Jul 26 07:23:032018 Page 1 ID:tc_EZYOUBKyMP154wpE8c5zODYM.Tm6lVcCJM7PejljSz8RGb41ILN1 BhkICaTX6oCyuGJM 2-2-0� 633 12-PO 16-9-0 20-&0 264-2 H 32 8-0 _ 44.19 5-8.2 0.9-0 4-0-0 6e-2 6 14 Scale = 1:55.1 46 = _ 3x4 = 416 — 4 28 5 29 6 3x5 = 2411 W 11 3x6 = 3x8 = 3x8 = 3x6 = W 11 5x6 = 3x4 — LOADING (psi) TOLL 20.0 TCDL TO BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TO 0.66 DC 0.78 WB 0.23 Matnx-MS DEFL. Vert(LL) Ved(CT) Hmz(CT) Wind(LL) In (loc) Ildell L/d -0.24 13-15 >999 360 -0.4513-15 >817 240 0.05 9 nua We 0.37 13-15 >994 240 PLATES GRIP MT20 244/190 Weight: 165lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purins. BOT CHORD 2x4 SP M 31 'Except' BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. 11-14: 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.22-e-0 REACTIONS. (Ib/slze) 9=1174/0-8-0, 16=1243/0-8-0 Max Horz 16= 199(LC 10) Max Uplift 9=-729(LC 12), 16=-873(LC 12) FORCES. (lb) - Max. Comp./Ma c. Ten. -All forces 250 (!b) or less except when shown. TOP CHORD 1-2= 1242/889, 2-3= 1450/1121, 3-4=-1570/1308, 4-5= 1426/1314, 5-6= 1470/1352, 6-7=1624/1357, 7-9=-181611471 BOT CHORD 1-16=-875/1236, 15-16— 890/1298, 13-15= 890/1298, 12-13=-1072/1538, 10-12=-1221/1610,9-10=-1221/1610 WEBS 3-13=-146/283, 4-13=-144/325, 5-13-2791253, 6.12= 189/358, 7-12_ 244/262, 2-16=-613/649, 3-15=-214/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 13=45ft; L=33f ; eave=4ft; Cat. 11; Exp C; Encl., GCp1=0.18; MW FRS (directional) and C-C Extedor(2) 0-0-0 to 3.3.3, Interior(l) 3.3-3 to 12-0-0, Exterior(2) 12-0-0 to 25-3-7, Interior(1) 25-3-7 to 32-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except.Qt=lb) 9=729, 16=873. Thomas A. Alban! PE No.39330 Id7ek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 Job Tmss Truss Type Ply Ply SHOWEW SILVER OAK T14667979 75067 D2 Hip 1 1 Job Reference (optional) Unamoers I IUSS, Inc., eon Memo, I a.1 su s mar n 2m a Mu ex mausmes, inc. I nu auI eo vveo.uv ev I a 4s6 = 4,06 = 322 23 24 4 25 5x1 Scale =1:62.9 3.6 11 _ 4 _ _ 5xs — 4x4 3x4 = = 3x6 — 3x4 = 2a3 II 3z4 = 30.100 62-02 122-0 i6- 23E2 2960 291pe 62.12 S11d xa., -0 I 682 51414 O49 1-0-0 Plate Offsets(XY)-- f70-1-80-1-151 LOADING (psi) SPACING- 2-0-0 CSI. DEFL In (lac) I/dell Ud PLATES GRIP TOLL . 20.0 Plate Gdp DOL 1.25 TC 0.61 Vert(U-) -0.33 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) .0.50 8-9 >730 240 BOLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.05 7 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.27 8-9 >999 240 Weight: 157 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD SLIDER Right 2x6 SP No.2 2-6-0 REACTIONS. (Ib/size) 7=1187/0-8-0, 13=1084l0-8-0 Max Harz 13=212(LC 10) Max Uplift 7=-739(LC 12), 13=-677(LC 12) Max Grav 7=1187(LC 18), 13=1084(LC i) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2— 1793/1407, 2-3=-1516/1321, 3-4— 1344/1285, 4-5= 151 all 291. 5-7=-1885/1505, 1-13=-1018/876 BOT CHORD 12-13— 13a/336, 11-12— 1183/1736, 9-11=872/1379, 8-9=-1246/1674, 7-8=-1246/1674 WEBS 2-11_ 417/361, 3-11=-186/328,4-9=-134/325, 5-9=-479/413, 1-12— 1104/1426 Structural wood sheathing directly applied or4-2-15 oc punlns, except end verticals. Rigid telling directly applied or 6-2-9 of bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL-4.2pst BCDL=3.Opsf; h=1511; B=45ft; L=31 it; eave=4lt; Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-1-12 to 3.2-12, Interior(1) 3-2-12 to 12-2-0, Exterior(2) 12-2-0 to 21-2-5. Interior(1) 21-2-5 to 30-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS 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 psi bottom chord live load nonconcunent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qtdb) 7=739,13=677. Thomas A. Albani PE ND,38380 MiT9k USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 A WARNING -Very design pwssmr1em andREAD NOTES ON Trier AND INCLUDED MREKREFERANCE PAGE M 7473 roe 1M 15 SEFORE USE Desirgt void for use only WM Nmek conneciots. Ills design Is based only upon M meters shown, and Is (or M etdivdual Widlno component, not a fins system. Before use, me busting designer must verify the OPPIcabally of des;gg Parameters and propedy mcomorate Has design Inlo )he overall butdug design. Br c g Indlcatetl Is to prevent bucklOg of tr Nklud hussweb and/or awed members only. Adtdtlorxd temporary antl peimarsenl bradrg MiTek' Is sways required for stabulty and to prevent collapse wlm possore persorsd" afd property damage. For geneml giddatce regaarsg lt» tab fion,storage. d0very. erection and! bracing of muse, and Russ systems. s AMWN Gee C2forke, DS049 codC5r Sau9d91g Component 6904arke East Blvd. 69MPFL Sankt, NtaRnanw citable rsom Truss Rate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. 396t0 Jo0 Truss Truss Type Dry Ply SHOWEN/ SILVER OAK T74667980 75061 D3 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Jul 26 07:23:05 20if3 4x8 _ Sx6 = 4 5 Scale =1:53.0 12 11 10 9 6x6 = 4x12 II 2x3 11 6x6 = 2K3 11 3x4 = 3x4 = 610-0 690 149-0 14 tpp 22]-5ed-0 29b-0 29O�Cr100 Ho7-6 7-Se -0-0 Plate Offsets(XY)-- fl:0-3-e Edge) [4:0-4-00-1-131 [5:0-3-00-2-41 [6:0-3-00-3-01 [8:0-1-80-1-151 [10:03-003-01 LOADING (pat) SPACING- 2-0-0 CS]. DEFL. In (loc) Udell Vd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.60 Veng-L) -0.16 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) '-0.34 11-12 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(CT) 0.07 8 n/a n/a BCOL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.22 11-12 >999 240 Weight: 162 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4'SP M 30 WEBS 20 SP No.3 SLIDER Left 2x8 SP 240OF 2.0E 2.6-0. Right 2x6 SP No.2 2-6-0 REACTIONS. (lb/size) 1=1089/Mecharical,8=11900-8-0 Max Horz 1= 246(LC 10) Max Uplift 1=-680(LC 12). 8=-743(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or4-1-5 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-7-7 oc bracing. WEBS 1Row at midpt 3-11.6-10 FORCES. (lb) - Max. CompJMax. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 13- 1786/1367, 3-4=1409/1169, 4-5- 1238(1170, 5.6-1417/1166, 6-8= 1881/1408 BOT CHORD 1-12=-1083/1598, 11-12=-1083/1598, 10-11=-706/1238, 9-10=-1145/1665, 8-9- 1143/1667 WEBS 3-11=-500/419, 4-11=-260/353, 5-10=-299/383, 6.10=-583/493 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=4511; L=3111; eave=lti; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Fxledor(2) 0-0-0 to 3-1-0, Interior(1) 3-1-0 to 14-2-0, Extedor(2) 14-2-0 to 14-10-0. Interior(1)19-2-5 to 30-10.0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS 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 nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=1b) 1=680, 8=743. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 A WARNMG-Vedtydeageparemetm=dREAONOTESONTNrSANOMCLUOFOMf KREFENANGEPAGEM674MW..lWAt/1015BEFOREUSE 0eslen vats usee . edyn k b¢ed oNy upon pt8atrleteR dtoym. ¢-W S ror on etamca a MIleding . ues, th deSignea Mt V M descomponent Ve a la system. Before use. the building dereven musk venry fins, applal tru ry araf/ parameters and propedy hcgporate tNs deslOn Into the overal oNy. Atlatloral temporary and permanent bodrg ' MiTek' web fsalways restologe. st WeryarWtopreventcollgsewllh Rosmlepersorwlhp.ANSUmperfydoyCffl@ Wr 9enerand SCScerego*tNtg me N alwaysmsl0n.$or st9ltWlcad to callaCld1r190rmdMeWkrson Webry and Property erection a or hux systems OuOAy Crd�lb, D51i-0g OnO BGMluIdRW romponOn/ fabdcakarto 6904 Parka BNd. . NexaUry11 SONly htonnallornvollode hom ina Rafe hutlMe. 218 N. Lee Sfreel. Site 312. Alexandd¢ VA 22314. naffore, cRobe, al Institute. 18 N. Le S M1Etan Tatrya, FL 33610 Job Truss Truss Type N/ SILVER OAK T14667981 75061 E COMMON =Job rence (ootionall Chambers Truss, Inc., Fort Pierce, FL 8A30 s Mar 112018 MiTek Industries, Inc. Thu Jul 26 07:23:06 2018 Page 1 ID:tc EZYOUBKyMP154wpE8c5zODYM-uLn17eFCfwnDaVSOeG7zDjwL6aBqu6leHRmnPXyuGJJ 1-6-0 10-8-8 12-2-8 1 1-&0 4-7-4 4-7-4 1-6-0 Scale =1 i19.7 4x4 = 3 LOADING (psf) TOLL 20.0 TOOL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FSC2017/TPI2014 CSt. TO 0.30 BC '0.27 WB 0.15 Matnx-MS DEFL. In Vert(LL) 0.06 Vert(CT) -0.03 Horz(CT) -0.01 (too) Udell Ud 6-7 >999 240 7 >999 240 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 43111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 or; punins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-11-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=452/0-8-0, 6=452/0-8-0 Max Horz 8=-91(LC 10) Max Uplift 8=-553(LC 12), 13 477(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 1-2= 2481579, 23= 353f787, 3-4=-353/790, 4-5=-248/580 BOT CHORD 1-8= 561/272, 7-8-561/272, 6-7= 561/272, 5.6=-5611272 WEBS 3-7= 347/142, 2-8= 316/503, 4-6=-316/509 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst; BCDL--3.Opsf, h=1511; B=45ft; L=24ft; eave=411; Cat. II; Exp C; Encl., GCpl=O.18; MW FRS (directional) and C-C Extenor(2) 0-0-0 to 3-0-0, Intenor(1) 3-0-0 to 6-1-4, Extedor(2) 6-1-4 to 9-1-4 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS 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 100lb uplift at )olnt(s) except at=lb) 8=553, 6=177. 1% Thomas A Alban! PE No.39380 MTek USA, Inc. FL Cart 6634 $904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 A WARNING -VerVydcslgnper.m.reMond REAONOTES ON TN6ANOmCLUDEDINECKREFERANCE PAGE M674Mrov. 160tR015 BEFORE USE DedWs wlkl loruse ordywith MRe'9cannectors. Thsdesgn6baseduNyuponpcsomelemduw and Is rat m IMMtlual bU:ding component, hol a mm system. Before use, the buAdrq designer must verity the app;cobally of design parameters aW propedy Incomorate MdeW m Into the overoll buacnMcIedgn. kachgMicatedlstoprevenlWcklinOofkxgvldwlhussweband/archordmembersoNy. AdIcHo allmnporaryandpennanentbroeN MiTek' bdwO regWredlor MabelNandlopreventcollaps hpos epersorwl LV"y� opedytl age. For DenerOtQWtlance regardug the 6904 Pork. East BNtl. fabrication, storage. delNery, ereclon and bracing of inmesond trumsystems sesANSUM11 Ouo@y C@edq DSB41a and SCSI Ruldhtg Com➢onenr Tertpa, FL 33610 SaNfy(nbnnaWlnvdloMe ff Truss Plate InsfiNte. 218 N. use sheet. Suite 312 Noxondit VA 22314. m Job Tmss Truss Type Oty Ply SHOWEW SILVER OAK T14667962 75061 GSA Hip Girder 1 1 Job Reference (optional) unameers I russ, Inc., 4-3-14 Yon Yleme, FL 8-0-0 12.2-14 16i-0 8.13u s Mar 11 2018 MI I eK Industries, Inc. I nu Jul 28 uG2J:Uu ZUId rage 1 ID:tc_EZYOUBKyMP154wpE8c5zODYM-gkvmYKGSBXI xpocPmhl RI87cU0igMuvxklFtUPyuGJH 20.52 24-6-0 244-2 32-a0 4-ai4 3.9-2 4-2-14 4-12 4-02 4.M14 36.2 43-04 Scale=1:66.1 NAILED 5x8 MT18HS= NAILED NAILED NAILED 5,6 MT18HS= 5.00 12 NAILED 2x3 II NAILED 5x8 = NAILED 2x3 II NAILED 4 33 5 34 35 6 36 37 7 38 8 3x4 9 3x4 4x8 4 3 9 4x8 Sx8 = 2 10 5x8 20 19 18 17 39 16 40 3x4 = 2x3 II 3x4 = Sx6 WB= 4x10 = NAILED 2x3 II NAILED NAILED NAILED NAILED NAILED 15 14 13 4AO = 6x6 WB= 3x4 = NAILED NAILED 12 2Y3 11 3x4 = 1 4 0 328-0 1a0 43-14 6a0 12-214 ts4a 20.52 24bo 264.2 31d-0 Ar14 31dD 1 _a0 2.11-14 1 342 4-2-04 4d3 -I 4-i d! 1214 362 0T41{� 04-0 -0O Plate Offsets My)- fl:0-1-00-1-101 fl:D-1-14Edge) f4:0.5-120.2-81 f6:0-4-00.3-41 f8:0-5-120-2-81 f11:0-1-14Ed0el 111:0-1-0,0-1-101 LOADING (psQ SPACING- 2-0-0 1 I CSI. DEFL, In (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Ven(LL) 0.54 16 >732 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.92 Ved(CT) -0.55 16 >711 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO W B 0.66 Horz(CT) 0.15 11 n1a n/a BCOL 10.0 Code FBC2017/TPI2014 Matrix -MS _ Weight 182 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 31 'Except' 4-6,6-8: 2x4 SP M 30 BOT CHORD 2x4 SP M 31 'Except- 14-18: 20 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 24 SP No.22-6-0, Right 2x6 SP No.2 2-6-0 REACTIONS. (Ib(size) 1=2291/0-8-0, 11=2291/0-8-0 Max Horz 1=133(LC24) Max Uplift 1=-1745(LC 8). 11=-1745(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or2-10-15 oc purlins. BOT CHORD ' Rigid ceiling directly applied or 3-6-4 oc bracing. FORCES. (Ib) -Max. Comp./Man. Ten. -All lomes 250 (lb) or less except when shown. TOP CHORD 1-3=-3588/2814, 3-4=-4213/3348, 4-5=-5147/4140, 5-6=-5147/4140, 6-7=-5147/4140, 7-8=-5147/4140,8-9= 4213(3348,9-11=-3588/2814 BOT CHORD 1-20= 2375/3118, 19-20=-2375/3118, 17-19=-2950/3889, 16-17= 4304/5610, 15-16= 4304/5610,13-15=-2950/3889,12-13= 2375/3118,11-12=-2375/3ll8 WEBS 3-19=-796/949,4-19=0(260,4-17=-126WI647,5-17=-461/509,6-17=-626/476, 6-16=19/386, 6-15_ 626/477. 7-15=-461/510, 8-15= 1263/1647, 8-13-0/260, 9-13= 798/949 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF BCDL=3.Opsf; h=15ft; 13=451t; L=33tt; eave--ilt; Cat. It: Exp C; Encl., GCpl-0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pst bottom chord live load nonconwrrent 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-D tali by 2-0-0 wide WIII fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift at joint(s) except Qt=lb) 1=1745, 11=1745. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148'x3.25') toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 228Ib down and 405 lb up at 8.0-0, and 228Ib down and 405 Ib up at 24-8-0 on top chord, and 3141b down and 222 lb up at 8-0-0, and 314 lb down and 222 lb Up at 24-7-4 on bottom chord. The deslgNselection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). " Thomas A Albanl PE No.39360 h1Tsk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 A WARNWG. VMfyde gnpardmeten: dREAON07ESONW6ANOWCLUOEDUI KREFERANCEPAGEA 74nmK 10*%e?0156EF0REUSE 1309gn VUrdfIXUoa 0WWth MMOI& onne IOIL lWh krl bbasedoNYupon rnammetelsdrownm.d isfIX an htlMtlud bu2tl'4y comporlenf. not a InssWem. Before lse- the bold no ded0nef must verity 1lte opplicablWyofdedgn parameamarxl txopeny hcomorate Misdedgn Inlo the overall bWltllnOtledgn. Wachdhdlcatedbtopremnlbuc lWoftWMdu'Atn webarxl/orc rdmeMb MONy. Adollloraatemporaryandpelmanemlbrocing M!Tek' Yandtopteventaolla maEazI poslmleperWe A9Ayandproil F,DS"9=dBalcerelbg Pena fat iim st oge.d Live -fe Quaanage. ofhussesaeSreet,sre31.AexandraL CUoOY QI�dd, OSIHIg ondeC5l euatlllg ComponM/ Co fallefyilon,malk Tarn 3XIBNd. Tarrya, FL 33610 aflaery,om Irun Rattxadne SOhfylNopnpfbtuvalloble hem Inst Rate InttlMe. 218 N. Lee Sheet, Suite 312. Alexantlrio, VA 22314. Job Truss Truss Type Qty Ply SHOWEW SILVER OAK T14667982 75061 GRA Hip Girder 1 1 Job Reference (op0onag UnarnDers toss, Ine., ton Fierce. PL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Jul 26 07:23:00 2018 Page 1 I D:tc_EZYOUBKyMP154wpE8c5zQDYM-gkvmYKGSBXlxpocPmhl RI67cUOi9MuvxldFIUPyuGJH 4.31412-2.19 16d-0 2032 294-0 2H-4.2 32-&D 4344 . 3-8-2 d-2-14 4-14? 4-1-2 4.2.14 38.2 4.344 5x8 MT78HS= NAILED 5.00 FIT NAILED 2x311 NAILED NAILED NAILED NAILED 5x8 = NAILED 2x3 II NAILED 5x8 MT18HS = Scale = 1:55A 4 33 6 34 35 6 36 37 7 38 3x4 4 >X4 C 4x8 i 3 4xe 5x8 — 2 10 5x8 - - _ 11 )g 20 19 78 17 39 16 40 15 74 13 12 3x4 = 2x3 II 3x4 = 5x6 W8= 4x10 = NAILED 2X3 II NAILED 4x10 = Sx6 WB= 3x4 = 2x3 II 3x4 = NAILED NAILED NAILED NAILED NAILED NAILED' td-0 324-0 1 16d-0 20.52 I 1238ad-z2 a31ud1-0d 3a1 -0a 2-11.14 44114d-310 ts49$s0 14 � Plate Offsets(X,Y)-- f1:0-1-0,0-1-10Lf1:0-1-14Edgel f4:0-5-120-2-81 f6:0-4-OOJ-41 f8:0-5-12,0-2-81 r11:0-1-14Edgel fll:0-1-00-1-101 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (lac) Vasil L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.54 16 >732 240 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.55 16 >711 240 MT18HS 2441190 BOLL 0.0 Rep Stress [nor NO WB 0.66 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS - Weight 182lb FT=20% LUMBER - TOP CHORD 2x4 SP M 31 -Except' 4-6,6-8: 2x4 SP M 30 BOT CHORD 2x4 SP M 31 'Except' 14-18: 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.22-6-0, Right 2x6 SP No.22-6-0 REACTIONS. Qlarsize) 1=2291/0-8-0, 11=2291/"-O Max Horz 1=133(LC 24) Max Uplift 1=-1745(LC 8), 11= 1745(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or2-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-6-4 on bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3588/2814, 3.4=-421313348, 4-5= 5147/4140, 5-6— 5147/4140, 6-7=-5147/4140,' 7-8-5147/4140, 8-9=-4213(3348, 9-11=3588/2814 BOT CHORD 1-20= 2375/3118, 19-20— 2375/3118, 17-19=-2950/3889, 16-17=-4304/5610. 15-16= 4304/5610, 13-15= 2950/3889, 12-13= 2375/3118, 11-12= 2375/3118 WEBS 3-19=-796/949, 4-19=0/260, 4-17=-1263/1647, 5-17= 461/509, 6-17=-626/476, 6-16=-19/386, 6-15=-626/477, 7-15= 461/510, 8-15= 126Wl647, 8-13--MBO, 9-13=-798/949 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=1.2psf, BCDL=3.Opsf; h=1511; B=45ft1 L=3311; eave-111; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water policing. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-0-0 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 100 lb uplift at Joint(s) except at=lb) 1=1745, 11=1745. 8) 'NAILED* Indicates 3-10e (0.148"x3') or 3-12e (0.148'x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 228 lb down and 405 lb up at 8-0-0, and 228 lb down and 405 lb up at 24-8-0 on top chord, and 3141b down and 222 lb up at 8-0-0, and 314 lb down and 222 Its up at 24-7-4 on bottom chord. The design/selectlon'of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Thomas A. Albani PE No.39380 ISTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33619 Date: July 26,2018 ®WARNWG.VerilydesignPasamasereandNERDNOTESON7NGANDWCLUDEDMm KREFERANCEPAGEW74TJrev.100120150EFOREUSE Design voiidfar useonly With MJre''dVaonneclors. lNsdeslgnlst)esoclonlyupon paomelers drov9t and Bform6,dlNdual buaNng aOmpINant, hot �` 1 a Irusssystem. Before trse. Ina bOkBrg deslmar must verity Ine appllcabOM ofdeslgn parometersand properly incoreorate lids design hto tfse overall brAdhgdedgn.Bracing lrc0coled is to Prevent budding ofindividual truss wet) and/or chord members any. Addllloraltempororymdpermo ntbrcrAg MiTek' is l crys reavked for stability artd to prevent collapse with noeZaie personal" and prom" damaOe• For general guldartce regardrg Bse fabdcatbrtstorme,delivery,erectionandbmdWof Duaee imsasystemzseeANOWIIGw/Oy Cdledo,DSa49erMSC51EVSdhrg Component 6904 Parke East BNtl. Safety NbmlalbrRVdlobie fran Truss Plate Institute, 218 N. Lee 5treel, State 31Z Alexandda VA 22314. Tones. FL 33610 Job Truss Truss Type Ory Ply SHOWEN/ SILVER OAK - T74667983 75061 GRC Half Hip Girder 1 G Job Reference (optional) chambers I run, Inc., Fort Pierce, FL BASS s Mar 112018 MiTek Industries, Inc. Thu Jul 26 07:23:09 2018 axe — Scale = 1:19.1 3x4 II 4 4-0-0 B-7-0 11-1-0 44.0 43-0 Plate Offsets (X Y)-- I1:Edge 0-2-41 I3:0-5-4 0-2-121 45:Edge 0-4-81 _I LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.54 Vert(L-) 0.35 7-10 >380 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.41 7-10 >319 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.95 Horz(C) 0.03 1 n/a n/a BCDL 10.0 Code FB02017frPI2014 Matfix-MS Weight: 1081b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOTCHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (It/size) 1=2694/0-",5=3498/0-8-0 Max Horz 1=130(LC8) Max Uplift 1= 1704(LC 8), 5= 2246(LC 8) FORCES. (to) - Max. Comp./Max. Ten. - All forces 250 01b) or less except when shown. TOP CHORD 1-2=-4388/2725, 2-3-4303/2730 BOTCHORD 1-7=-2711/4203,6-7-2711/4203,5-6=2906/4513 WEBS 2-7= 316/417, 3-6 3140/4980, 3.5= 6370/4103 Structural mod sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid calling direcdy applied or 10-0-0 oc bracing. - NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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 noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced root live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDLr3.Opsf; h=15ft; B=45ft; L=24ft; eav"ft; Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (directional); candlever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joinf(s) except Qt=lb) 1=1704, 5=2246. 9) Use USP HUS26 (With 16d nails Into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max starting at 2-5-4 from the left end to 9-11-4 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=-54, 3-4=54, 5-8=-20 Concentrated Loads (lb) Van: 7=-1128(B)6= 1128(B)11=-1069(B) 12=-1128(B)13=928(13) Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 A WARNWG-VMlydesignpmamef.rs dREADNOTES ON TIn ANDWCLV0WNrFKBEFENANCEPAGE5 7473.a. 100 015BETONE USE Deslgnvand for use onlyvAth MIIek&connectols. Rdsdesign Ebasedonlyupon paaneterssrown.oval Is fatar rdMalud buadind aoMn nt not a inns system. Before use, the "ding designer must vedfy the cmpilonbalry oldestgn Parameters and! properly Incorporate Sskdeslgn into the overall buadingcougn. ftachglndbotedIstobucklingollndivldualhussweband/or chordmembers only. AtldlflonaltemporayarMpemronenibraclrg MiTek' prevent b dways regdred for sloonry anal to Prevent collapse w h possaxepersonai hlay antl property dancpe. ror general guidance rerra sr the fabdcation, storage, delivery, erection aM bracing of husesantl Muss systems. SooANWIP11 CB➢my Cdlada, DSM9 and SCSI Binding Com➢onon/ 6904 Park. East BNd. S&sfy Intomsaflosavdlable from Bus Rate Ins11Me, 218 N. lee Sheer. Sulte 312. Alexandra VA 22314. Tarrme, FL 33610 Job Truss Truss Type SHOWEW SILVER OAKT74687984 75061 GRIDHip Girder 1 rl Job Reference (optional) cnampers Imes, Inc., Mrs rleme, rL B.I3U 6 Mar 11 ZU16 MI I OKInOUSMOS, Inc. I nU JUI IOU 1:44:11 zo 10 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. NAILED 558 W18HS= NAILED NAILED NAILED 2C3 1 5.8 = 2s3 II 500 12 NAILED NAILED NAILED NAILED 4 31 5 32 33 6 34 35 7 36 5x8 MTi8HS= It Scale=1:55.0 j=.�IIIf-II:�.1. Is 111f1�k • . y�■■ „' e' liw 2211 20 19 17 16 15 13 78 37 38 - 14 3x6 II We = 3x4 = 4x10 = 2x3 II 4x8 - 3x4 _ 3x4 = 4,18 = NAILED NAILED 54 WB= NAILED NAILED NAILED NAILED NAILED NAILED 12 Mm 2x3 II 3K4 = 32-8d 4-0 12d21 6d0 20.52 242" 284-2 314-0 3p&01-00-0 28-0 W 25 d I 1d 382 2.11-14 tldU 1de Plate Offsets (XY)-- [1'0-1-140-0-21 [4:0-5-12.0-28l f6:0-4-00-3-01 [8:0-5-120-2-81 [11:0-1-14Edgel fit:0-1-0,0-1-101 f20:0-3-8,0-1-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdell L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.61 Vert(ILL) 0.46 15-16 >793 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.48 15-16 >770 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WE 0.72 Horz(CT) 0.13 11 Na Na BCDL 10.0 Code FBC20171TP12014 Malnx-MS Weight: 180 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 31 'Except' 4-6,6-8: 2x4 SP M 30 BOT CHORD 2x4 SP M 31 'Except' 14-18: 2x4 SP M 30 WEBS 20 SP No.3-ExcepC 2-20: 2x4 SP M 30 OTHERS 2x4 SP No.3 SLIDER Right 2x6 SP ND.22-3-0 REACTIONS. (IbAdze) 11=2203/0-8-0,21=2269/0-8-0 Max Horz 21= 133(LC 6) Max Uplift ll=-1681(LC 8), 21= 1852(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 3.0-4 oc pur ins. BOT CHORD Rigid ceiling directly applied or 3-7-13 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 01b) or less except when shown. TOP CHORD 2-3= 2864/2250, 3-4=-3559/2892, 4-5_ 4657/3784, 5.6=-4657/3784, 6-7=-4865/3935, 7-8= 4865/3935, 8-9=-4023/3211, 9-11= 3436/2704 BOT CHORD 19-20= 197212670, 17-19= 2494/3277, 16-17=-4021/5219, 15-16=-4021/5219, 13-15= 2823/3714, 12-13= 2279/2986, 11-12= 2279/2986 WEBS 3.20=A54/739, 3-19= 714/874, 4-19=-209/285, 4-17= 1391/1807, 5-17= 4721518, 6-17= 745/570, 6-16-17/383, 6-15=-487/385, 7-15= 463/511, 8-15=1163/1511, B-13=01273,9-13=-775/900,2-21=-2ll3/1738,2-20=-2164/2734 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.OpsF h=15it; B- 45f ; L=331t; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; Iv1W FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent with any other live loads. 6) ' This truss has been designed for a Ilve 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 antl any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except Qt=lb) ll=1681, 21=1852. 8) "NAILED" indicates 3-1 Od (0.148'x3') or 3-12d (0. 1 48'x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load (a) 2291b down and 4031b up at 8-0-0, and 228 lb down and 4051b up at 24.8-0 on top chord, and 266 lb down and 1691b up at 8-0-0, and 314 lb down and 222 lb up at 24-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Thomas A. Alban! PE No,38380 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 Q WAaNWG-Vedrydesignpararrrerea and NSADNOTw ON 7705AND WCLUDEDWEKFEFSMNCEPAGEUa-7d73nsK 1OBa4015 BEFONEUSE Deign valid for use only With MJIek9 connectors. Th6dedgn 6 based any upon porametersshcc ,and Is for a1 Pd1vtdUal buldig comporwnt not a truss system. Before Use, line carding designer must ve0ty the applicabsty of design parameters and proDarly Ncorporate Ihk design Into the overall 0acing lndcalad is to buckilrg oflrvdMdual nusweb and/or chord members only. Atlallloral temporary ontl brodrg MiTGW buldingde9gn. prevent permoneni Is always reaNedI. stability onal to prevent collapse win posble personal hpxy and property damage. For general auldance regarding iho 6904 Parke East BNd. faWication.storage. delivery, erection and bracing of tomes and frus systems.seeANS&IP/1 Gua@y Crdcrb, D58d9 and A= Missing Component SafetyhrelmOlbnavaliabie from Truss Plate institute. 218 N. Lee street, suite 312, Alexandra VA 22314. Tempe, FL 3381 D Job Truss Truss Type -7 Oly Ply SHOWEN/ SILVER OAK T14667984 75061 GRD Hip Girder 1 1 Job Reference (optional) •n ianioe,P u� , nw., ruu r,e,ce, rL 5.8 MT18HS = 5.00 Fi2 4 3x4 i 3 5x6 2 0 a.l'4U a Mar 11 ZU16 MI I eK mausm ID:tc_EZYQUBKyMP154wpE8c5zQDYM-EJbuALJLUSP W 12-2-14 16-4-0 20-11 24-8-0 284 42-14 4. 4- 42-14 3_8 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. NAILED NAILED NAILED NAILED Sx8 MT18HS= NAILED ar311 NAILED 6x8= NAILED 2x3 11 NAILED 31 6 32 33 6 39 35 7 36 8 Inc. ❑u JVIZb V/23:11ZV1a Scale= 1-55.0 3x4 9 4x8 �\ 10 5x8 = 21 20 19 17 16 15 13 12 18 37 38 14 3x6 11 3xIO = 3x4 = 4x10 = W 11 4x8 = 3x4 = 2x3 11 3x4 = 4z6 = NAILED NAILED Sx6 We = 3x4 = NAILED NAILED NAILED NAILED NAILED NAILED 32 60 -100 11". L24 Sl-0 9a0 122d4 74 16d-0 265F 2642 31d-0 3160 41P0 0d04 2U 1F0 2-11-0 4-1-2 4-1-2 T 42-14 382 2-11g4 Plate Offsets(XY)-- [1:0-1-140-0-21 [4:0-5-120-2-8][6:0-4-00-3-01 [8:0-5-120-2-8) fll:0-1-14Edgel fll:0-1-00-1-101 [20'0-3-80-1-81 LOADING (pst) SPACING- 2-0.0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.46 15-16 >793 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.48 15-16 >770 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr NO WB 0.72 Horz(CT) 0.13 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MS Weight: 1801b FT=20% LUMBER - TOP CHORD 2z4 SP M 31 'Excepr 4-6,6-8: 2x4 SP M 30 BOT CHORD 2x4 SP M 31 *Except* 14-18: 2x4 SP M 30 WEBS 2x4 SP No.3 `Excepr 2-20: 2x4 SP M 30 OTHERS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 2.6-0 REACTIONS. (lb/size) 11=2203/0-8-0, 21=2269/0-8-0 Max Horz 21= 133(LC 6) Max Uplift 11= 1681(LC 8), 21=-1852(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 3-7-13 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. -AU forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2864/2250, 3-4=-3559/2892, 4-5---4657/3784, 5-6= 4657/3784, 6-7=-4865/3935, 7-8= 4865/3935, 8-9=-4023/3211, 9-11= 3436/2704 BOT CHORD 19-20=-1972/2670, 17-19= 249W3277, 16-17= 4021/5219, 15-16= 4021/5219, 13-15= 2823/3714, 12-13= 227912986, 11-12= 22792986 WEBS 3-20=-8541739, 3-19--714/874, 4-19=-209285, 4-17= 1391/1807, 5-17= 472/518, 6-17= 7451570, 6-16=-17/383, 6-15=-487/385, 7-15= 463/511, 8-15= 1163/1511, 8-13=0/273, 9-13=-775/900, 2-21=-2113/1738, 2-20= 2164/2734 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170ni (3-second gust) Vasd=132mph; TCDL=12psf, BCDL=3.Opsf; h=15ft; B=45ft L=33tt;'eave=4tf; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pal 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 100 lb uplift at joint(s) except Qt=lb) 11=1681, 21=1852. 8)'NAILED' indicates 3-10d (0.148'x3') or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 229 lb down and 403 lb up at 8-0-0, and 228 lb down and 405 lb up at 24-8-0 on top chord, and 266 lb down and 169 lb up at 8-0-0, and 314 lb down and 222 lb up at 24-7-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Thomas A. Albert PE No.39360 MiTek USA, Inc. FL Cert 6634 8004 Parke East Blvd. Tampa FL 33810 Date: July 26,201 S AWARNWG-Vedrydealgnparametemand REAONOTE50NTRZANOWCLUDWMREKREFERAMOEPAGEMX74Tlrev.I�I56EFOREUSE Design vdal foruse a*tvtth Mffek5carrwators. iNs tledgn Is based only upon parameters she and Isfor an IndMdual WlIdlfg c'rxnponent net �� a truss system. Before use, the building designer must venty the applicabaity oidedgn parameters and properly Incorporate lhis design Into the overall buOdigdesign. Macho Incllcatedlsloprevent buckling ollntlMtlualtrusswebarxl/orcrordmembers nary. AtltllnorwlfemporaryantlpermalwnlUracirg MiTek' kalways required forstablllly and toprevent collopseu41n poizi Ne persorKN t,lwy and property damoge. Forgeneralguidanceregardngthe fabicatan. storage, delivery. erecllon and broct g of 0us esarM fuss syslems. seeANWMIJ QUaW CeEalla, DS849 and RCS/drldpp Com➢anenf 6904 Parke East Blvd. SahfyfnbanafWnvdlode from Teas Plate Inshlute, 218 N. Lee Sheet, Suite 312. Alexandria. VA 22314. Tanya, FL 33610 Job Truss Truss Type r Illy Ply SHOWEW SILVER OAK T14667985 75061 GRE HIP GIRDER 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2016 MiTek Industries, Inc. Thu Ju126 07:23:12 2018 Pagel ID:tc EZYOUBKyMP154wpEBc5zODYM-jV9GOhJzEmXNIOvA?X5NT_AN_?D3lrEXINDSdAyuGJD &2 8 448 3314 &0.0 6144 &10.10 10.10.8 1928 1-4-0 141-0d az 13&2 e1-0414 1<-0 &1d Seale=1:20.6 44 = 628 LOADING (ps" TOLL 20.0 TOOL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/IPI2014 CS'. TO 0.28 BC 0.34 WB 0.12 Matrix -MS DEFL. in Vert(LL) 0.07 Vert(CT) -0.06 Horz(CT) -0.01 (too) I/defl Ud 7-8 >999 240 7 >999 240 6 n(a n/a PLATES GRIP MT20 244/190 Weight: 43lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied orb-0-0 oc purins. BOT CHORD 2x4 SP M 30 BOT CHORO Rigid ceiling directly applied or 9-5-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=580/0-6-0, 6=560/0-6-0 Max Horz 8=-90(LC 6) Max Uplift 8= 673(LC 8), 6= 606(LC 8) FORCES. (Ib) - Max. CompJMax_ Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-5231556, 2-3=-629/697, 3-4=-629/695, 4-5_ 522/556 BOT CHORD 1-8= 542/545, 7-8= 542/544, 6-7=-542(544, 5-6= 542/544 WEBS 2-8=430(411, 4-6=431/386 NOTES- 1) Unbalanced roof live loads have been considered for this.design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh, BCDL=3.Opsh h=1511; 8=4511; L=2411; eave=411t, Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (directional); cantllever left and fight exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pal bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-M tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt-Ab) 8=673, 6=606. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 453 It, down and 482 to up at 6-1-4 on lop chord, and 231 Ib down and 11 lb up at 6-0-0, and 1421b down and 7Ib up at 6-2-8 on bottom chord. The design(selecdon 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 () or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-5= 54, 9-12= 20 Concentrated Loads (Ib) Vert: 3=-181(F) 7=75(F) Ia Thomas A. Albani PE No.39330 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,201 S A WARNNG. VedrydeIDgnpammeremand REAO NOTES ON 7709ANG MCLUBEGNREKREFERANCE PAGEN62474 mv. 10=015BEFOREUSE D gnvdidfor useonlyw1h NaieMconnectors.ihisdeskln kbosedonlyupon parametersdrown. andbfw an htllvitlual bidding component - trot a tans system. Before use, the "cBn0 designer must verity the oppllcab9lty of deskxl poramefemcnd propedy lacolporale, Ih5 design Into the overdl tsulldn0 design. WaclnOlndicated Is to buckling of IMNkiud Inns web antl/or chord members only. Addilonal lemparary and pemwnent bracing MiTek' prevent 6aiwaysregWedfwstabnlyantltoprevenlcdlq wnhpossblepewrx hluya vop rty a a . Fmmnerdguidanceregardngihe 6904 Parke East BNd. fab tbm, tmage.dellvery.erecllona adlgoftmssesantl sAtems.seeANJ1/FP/1CGamye2erb,OSe-39ond BC3/BG/dbsg Component Tenpe,FL a36t0 SaNlybdoeralkrrgvdlotxe from ram Plate Institute, 218 N. Lee street, S9fe 312, ANexontlAa VA 22314. Job Truss Truss Type QV Ply SHOWEW SILVER OAK T146fi7986 75061 GRG Hip Girder 2 1 Job Reference (Optional) Chamois uuss, inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Jul2607:23:14 2018 Pagel ID:tc_EZYQUBKyMP154wpEecSzQDYM-fuG1 pNLDmNn4X3Z6y8rYPFgypsomiJg6giCh3yuGJB Bald 8-0-e 12-2-0 16-4-0 20-0-2 21 4-0 4-31d 38-2 4-20 4-2-0 3E-2 4.3�14 Scale =1:40.8 NAILED 4.8 = NAILED 2<3 II NAILED 4xe 5F, - 4 28 29 5 30 31 6 xM I< e 3x4 = 2x3 11 3x4 = 4x6 - 3z8 = NAILED 3x4 = 2xJ 3x4 = NAILED NAILED LOADING (Pat) TCLL 20.0 TCDL 7.0 SCLL 0.0 ' BCDL 10.0 SPACING- . 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/rP12014 CSI. TC 0.50 _ BC 0.46 WS 0.21 Mamx-MS DEFL. In Vert(LL) 0.18 Vert(CT) -0.19 Horz(CT) 0.06 (Ioc) Well Ud 12 >999 240 12 >999 240 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 131 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Stmctural wood sheathing directly applied or 4.0-13 oc purlins. BOT CHORD 2x4 SP M 31 - BOT CHORD Rigid ceiling directly applied or 5-9-6 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x5 SP No.2 2-6-0, Right 2x6 SP No.2 2.6-0 ' REACTIONS. (lb/size) 1=1581/0-8-0, 9=1682/0-8-0 Max Horz 1=120(LC 7) Max Uplift 1=-1189(LC 8), 9= 1189(LC 8) FORCES. fib) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3- 2361/1854. 3-4- 2683/2156, 4-5-2867/2353, 5.6-2867/2353, 6-7- 2686(2157, 7-9= 236&1854 BOT CHORD 1-15=-1543/2064, 14-15=-1543(2064, 12-14=4845/2477, 11-12=-1846/2480, 10-11- 1543/2055, 9-10=-1543/2056 WEBS 3-14=-556/559, 4-14= 72/355, 4-12-410/551, 5-12=-474/519, 6-12---409/547, 6-11=43P361, 7-11-558/560 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL-4.2psf; BCDL=3.OpsF h=15ft; B=15f1; L=24ft; eave=41t Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 [all 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 1001b uplift at joint(s) except gt=lb) 1=1189. 9=1189. 7) 'NAILED" indicates 3-1Off (0.148'x3') or 3-12d (0.148•x3.25•) toenails per NOS,guitllines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2281to down and 401 to up at 8-0-0, and 228 to down and 401 ib up at 16-4-0 on top chord, and 314 lb down and 222lb up at 8-0-0, and 314 to down and 222 It, up at 16-3-4 on bottom chord. The desigNselection of such connection devlce(s) is the responslbitity, of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced):. Lumber Increase=1.25, Plate Increase=1.25 Thomas A. Albani PE No.39380 Uniform Loads (ph) Vert: 1-4=.54, 4.6_ 54, 6-9_ 54, 16-22=-20 MiTek USA, Inc. FL Carl 6fi34 Concentrated Loads (Ib) 6804 Parke East Blvd. Tampa FL 33610 Vert 4=-171(F) 6=-171IF) 13=-52(F)14=-270(F) 12= 52(F) 5=-109(F) 11=-270(F) 29= 109(F) 30=109(F) 32-52(F) Date: July 26,2018 RFAONOTE50NTN1S AND lNCLUOEe BEFONE USEDeSI ®wMVarldfor UsydeslWMlVmekVcoo povcrnrclheLE andIsfot antev.I69YMI5 Rds desl0nbbased ONYuponporameteadrownaidhloty Useause. Muilder, afrunVtorfor Ira I4�Ndlallhhdtgeompaleonot designer Veffy trroomorafe Int tledgn Into the overall afld system.Beforeuse.Inaat Cisttl evetmust MotheappllcabBllyoldeslgnparametersandproperly buadlrq tleslen. @actrl9lndkated is to prevent OucklkpT of lr,tlNWud huss weband/or ctard members oNY. AdmBorwl iempwary and permanent branrg MiTek' Galways re and wlmpossdeum*%lele4uyaNSUMIIedyday Fo a ug the storage, andbrollapsf fobdcolron.storage, delivery;ronnem and bractrrgof Imsresmtllmsssystemss.Alexandra pyu@y Crpetb, OSBd9 onGepY 6uldhg Component CrIe DS" andBCSce Irdbig Tarp Parke East Blvd. Sulalyptlormn/bmvotloble hem inrss Plate InstliWe, 218 N. Lee street. suite 312 Plexantltl¢ VA 22314. Tertma, FL 33610 Job Truss - Truss Type Oty Ply SHOWEW SILVER OAK T14667987 75061 GRP HIP GIRDER 1 i Job Reterexe (optional) Unamrer. l toss, Inc., roll rieme, rl 6.13U 8 man 12ula mn eK l nausales, me. I nu Jul Gb J1:eJ:lb 2Ul U eageI ID:tc_EZYOUBKyMP154wpE8c5zODYM-bHOnE3NTl_ionl DxENNdgKu3cSLEUS7a_BlmyyuGJ9 3.6.8 6-0.0 11-311 16-]-6 21-11-2 26-9.8 2] 213 32.63 35-04 36-58 3.6.8 2-5-e 5-3-11 5341 5-3-11 4-106 055 2F-B 368 i Scale=1:64.7 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. NAILED 3.00712 6x12 MT18HS= NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Sz12 MT18HS= 3.4 a NAILED 3x4 II NAILED 6x02 = 46 = 4x12 = NAILED 3z4 11 NAILED 2 3 29 30 31 4 32 33 34 356 36 376 38 7 39 40 41 842 43 44 45 9 a 10- d 16 7 0 nal 6 18 46 47 17 48 16 497s 50 51 52 1453 13 11 12 54 55 3x4 __ 7x14 = 3x4 II 3x8 = 3x8 II NAILED 4x8 = 5x8 MT18HS = 3z4 11 NAILED 4x8 = 3xG = NAILED NAILED 3x5 = NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3.8 II d0 3868 40-0 E-0-0 14311 167.E 24142 2688 3h243 3Z83 293-0 N. h � 5311 F 5311 5311 4-fp6 210.8 24P8 48-0 OGI�I fAL Plate Offsets (X,Y)-- [1:0-0-0,1-8-131, [1:0-0-4,Edge], [3:0-9-0,0-2-121, [6:03.O,Edgel, (7:0-3-8,0-2-0), [9:0-8-0,0-2-8], 110:04-0,0-0-2], [10:0-0-0,1-8-13], (12:0-6-4,Edge), f14:0-3-8,0-2-01 LOADING (psf) SPACING- 2-0.0 CS1. DEFL. In (loc) Wall Utl PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 1.1415-17 >283 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.77 15-17 >418 240 MT18HS 244/190 BCLL O.b ' Rep Stress Incr NO WB 0.75 Horz(CT) -0.16 12 n(a n/a BCDL 10.0 Code FBC20171TP)2014 Matrix -MS Weight: 1721b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 5-17,5-14,7-12,9-12: 2x4 SP M 30 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (I olstze) 12=310WO-8-0, 1=1369/0-8-0, 10=-17/0-8-0 Max Hoe 1=30(LC 7) Max Uplift 12=-3870(LC 8). 1= 1755(LC 8), 10=-190(LC 17) Max Gray 12=3108(LC 1), 1=1369(LC 1). 10-160(LC 7) BRACING - TOP CHORD Structural wood sheathing directly applied or2-8.6 oc puffins. BOT CHORD Rigid telling directly applied or2-9-11 or, bracing. WEBS 1 Row at midpt 3-17, 5-14, 7-12, 9-12 FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 3185/4118, 2-3>3815/4961, 34= 5155/6657, 4.5=-5155/6657, 5-7=-105511377, 7-8= 4915/3866, 8-9=-4915(3866, 9-10= 1218/977 BOT CHORD 1-18=-3833/2989, 17-18=-4788/3714, 15-17=-5518/4352, 14-15=-5518/4352, 12-14= 1286/1055, 11-12= 91011176. 10-11=-929/1206 WEBS 3-18=-265/211, 3-17=-1850/1560, 4-17=429/449, 5-17=-1131/840, 5-15=423/363, 5-14=-3445/4405,7-14=-1571/1158,7-12=-5136/6595,8-12=-516/557,9-12=-3166/3974, 9-11= 329/327, 2-18=-10021858 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL=3.Opsf; h=1 Sit; B715ft L=39111; eaveSft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any otherlse loads. 6) 'This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. - 7) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=3870, 1=1755, 10=190. 8) "NAILED' Indicates 3-1 Od (0.148'x3") or 3-12d (0.148°x3.25') toe -nails per NOS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 Ito down and 229 lb up at 6-0-0. and 112 It, down and 257 lb up at 32-6-8 on top chord, and 1791b down and 303 Ito up at 6-0-0, and 64 lb down and 231 Ile up at 32-5-12 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Thames A Albani PE No.39380 64Tak USA, Ina. FL Cert6634 . 8904 Parke East Blvd. Tampa FL 33810 Date: July 26,2018 Q WARNP'G- Vadlydesl9nparamelersmld READNOTE5 ON T MD/NGLUDEDMMKRUP NGEPAGEM674Mmv. 1MAUt015BUOREUSE Designyce for Usee dadgn6bo.etloNYuponIwoma,a Yww'h MMdaoi component not NNek®,cle4ner dp6,prm lhtdde a insv Dort.Beforeuse,dicbled!Ist designer must verify IMoindaidualtb ofdesignrchord tmembeprone.hcomorate insrarynIntotheoverall use.mwt GNolryl design. Bracing lntlk-atetlhto buck191g Individual inrss arW/orcMrd members only. Atlanorwl temporary and pennoneni brardrKl MiTek' prevent of web Gdwaysregli ra for creationOS!-09 orW ECSIBuCChy Compenenl rolxlc and bracingof wlln p and t msysterm, se AN*Vpedy damage. For SA-4 a and it regosdhg rap on and bmchxt, Quality sSete31.seelxandr 1 Torn Parke East Blvd. VA SaImtylNonnOlbinvoilOble from lnas Rafe Insatute, 218 N. Lee Sheet State 312 AlexorWda VA 22314, finfomor�e,delivery.11ablefrom I 18N. Lee ruse Tarlpa,, FL 33610 Job Truss Truss Type Illy Ply SHOWEWSILVER OAK Ti4667987 75061 GRP HIPGIRDER 1 1 Job Reference (optional) Chambers I russ, Inc„ Fort Pierce, FL 8.130 6 Maf l l 201E MITeK indUSmleS, InC. hU JU126 g7:23:18 YU18 Pagel ID:tc_EZYOUBKyMP154wpEBcSzODYM-bHOnE3NTl_tonI DxENAJdgKu3cSLEUS7a_BlmyyuGJ9 3E-8 6-0-0 11-311 16-]-6 21-11-11 26-9-e 27213 3263 350-0 3e-6-8 r 3-68 2.5.9 53-1 f 53.11 53-10 5 5 5-3-I t 2.5-B 36-8 Scale=164.7 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. NAILED 3.112 5.12 WTI SHS= NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3x4 1 5xl2 = 4x6 = 4x12 = 3x4 11 Sx12 MT18H8= 3x4 � NAILED NAILED NAILED NAILED 2 3 29 30 31 4 32 33 34 356 36 376 38 7 39 40 41 842 43 44 45 '9 6 d 3x8 = 3xe II 3x4 ab cr an 1b as au b1 .z ba10 7x14 = NAILED 4x8 = 6x8 MT18HS= 3.4 II NAILED 4x8 = 3x6 = NAILED NAILED 3xd II 3x5 = NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3x8 II td-0 LOADING (psi) TCLL 20.0 TOOL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip OOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TO 0.98 BC 0.83 WB 0.75 Matdx-MS DEFL. Vert(LL) Ven(CT) Horz(CT) In (loc) Well L/d 1.14 15-17 >283 240 -0.77 15-17 >418 240 -0.16 12 We We PLATES MT20 MT18HS Weight: 172 he GRIP 2441190 2441190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or2-8-6 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-9-11 oc bracing. I WEBS 2x4 SP No.3 'Except* WEBS 1 Row at midpt 3-17, 5-14, 7-12. 9-12 5.17,5-14,7-12,9-12: 2x4 SP M 30 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. Ole/size) 12=3108/0-84), 1=1369/0.8-0. 10=-17/0-8-0 Max Horz 1=30(LC 7) Max Uplift 12---3870(LC 8). 1=-1755(LC 8), 10= 190(LC 17) Max Grater 12=3108(LC 1), 1=1369(LC 1). 10-460(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 Ob) or less except when shown. TOP CHORD 1-2= 318514118, 23= 3815/4961, 3-4= 5155/6657, 4-5= 5155/6657, 5-7=-1055/1377, 73= 4915/3866, 8-9=-4915/3866, 9-10=-1218/977 BOT CHORD 1-18_ 3833/2989, 17-18=-4788/3714, 15-17=-5518/4352, 14-15=-5518/4352, 12-14=-1286/1055, 11-12=91011176, 10-11=-929/1206 WEBS 3-18=-265/211, 317=-1650/1560, 4-17= 429/449, 5-17_ 1131/840, 5-15=-423/363, 5-14=-3445(4405, 7-14_ 1571/1158, 7-12= 513616595,8-12=-516/557, 9-12= 3166/3974, 9-11Y329/327,2-18=-1002/858 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=1.2psf; BCDL=3.Opsf; h=151t; B=45f1; L=39ft; eave=51t; Cat. II; Exp C; Encl., GCpi=0.1 e; MW FRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent wltli 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 100 lb uplift at Johl(s) except Ot=lb) 12=3870, 1=1755, 10=190. 8) "NAILED" indicates 3-1 Od (0.148'x3') or 3-12d (0.148'x3.25') toe -nails per NDS guldlines. Thomas A. Alban! PE No.39380 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 2291b up at MiTek USA, Inc. FL Cart 6634 6-0-0, and 112 lb down and 257 lb up at 32-6-8 on top chord, and 179 Ib down and 303 Ile up at 6-0-0, and 64 Ib down and 231 lb 6904 Parke East Blvd. Tampa FL 33610 up at 32-5-12 on bottom chord. The design/selection of such connection device(s) Is the responsibllity of others. Data: 10) In the LOAD CASE(S) section, loads applied to the face of the Imes are noted as front (F) or back (B). July 26,2018 A WANNMG-Verity des/gnpararneterc antl AEADNO7E5 ON 7NISANDlNCLUDEDMrrENeEFERANCEPAGEM67473 rev. 10=2015 BEFOBEUSE Dedgn vald for use oNy with Mliek9eonrectors. iris design 8 bacetl only upon parameters shown and Is fa an halvldual W afirg component, not a muss system. Before use, the bWiding desklrlef must verity the appllcabllty, oldesign parameters and Vopedy Incorporate this design Into Ito overall lslotruss chord members only. Acidtlonaltempaver andpermanentbroclrg MiTek' bWtllrgce gn. bracing Indicated prevent bucklingOflydlvldualweb and/or 8 always matured for stabalry and to prevent collapse with possible personal hhay and properly damage. For general guidance rcgorc g tto dellvery, erection and broctrlg ce of trusses and system truss systeseeANSUWI CuaOyCRaM, DSBdP and ICS1 Buldlry Component 6904 Parke East Blvd.fabrication,storage, Salotykaonnaflomvdlable from Truss Rate Institute, 218 N. Lee Street. Sale 312. nexandda VA 22314. Tarry., FL $3610 Job ss Truss Type Oly ply SHOWEW SILVER OAK T14667988 75061 [HMVA Valley 1 1 Job Reference (opao a0 Gnambers I Nss, mc., Fort Pierce, FL 8.l30 s Mar l l 2Ol B MjTeK Industries, Inc. 1 nu Jul 26 ut:2u:i t 2ui 5 rage T Scale = 1.38.1 3.00 F12 45 = 2x3 11 3x6 = 2.3 11 3x4 II 2 14 15 16 3 4 17 18 5 19 6 13 12 1 — 3x4 if 10 9 8 7 24 11 3x6 = 2x3 I I 3x4 ]I 2x3 II 6.9.9 23-0.12 -- 6.9.9 16-" LOADING (Pat) SPACING- 2-0.0 CSI. DEFL. In (loc) Most] Ud PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.73 Ven(LL) n/a - n/a 999 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) n1a - n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 7 rda n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 74 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Stmctural wood sheathing directly applied or 6.0-0 oc pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 23-0-12 fib)- Max Horz 1=85(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) except 1= 121(LC 12), 7= 135(LC 9), 10=-230(LC 12), 8= 311(LC 9), 11= 244(LC 12) Max Grav All reactions 250lb or less at joint(s) 1, 7 except 10=358(LC 1), 8.165(LC 1), 11=391(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 0b) or less except when shown. WEBS 3-10= 272/334, 5.8= 337/393, 2-11= 261/364 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; B=45fp L=24ft1 eave=4ftt Cat. II; Exp C; End., GCpl-0.18; MW FRS (directional) and C-C Extedor(2)1-2-3 to 4-2-3, Intedor(1) 4-2-310 6-9-9, Fxledor(2) 6.9.9 to 11-0-8 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DQL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) TNs Ines has been designed for a 10.0 pat bottom chord live load nonconcumant 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-" 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 121 lb uplift at joint 1, 135 lb uplift at joint 7, 230lb uplift at joint 10, 311 lb uplift at joint 8 and 244 lb uplift at joint 11. Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 A NARNWG-VM1ydedenpammalaaand READN0M ON TMSANDWaUDEDMm KREFF ANCEPAGEMD74M.r .. fdN11016BEFORE USE Design vdW fause ow V4Ih Mus,10 col toms dedgn Is based lily upon parameters s %aclI.s for on hdlvldual bu8tlbg compooent not o Imsotem. Before use, Iterbl➢lalg dougner mo,uverify t1heappl1rb1b1ityofceWgn ,ammeters Orxl lNopedy Incorporate t115deslgn Intothe Overall moNy. AtldlaorwltennWaymtlpennonentbrodrg MiTek' bu9dngdedgn. aacmgrnd edistoprevenlbrcklhgoflndlvYJualtrussweband/orchordmemb Is always required for statcaly and to prevent collapse Wlh possmle personal Yrpay and property damage. Fo, generd 0ddonoe regadrg the 69M Parke East BWd. fabdooflon, storage, cellvery, erection aM bracing of busses and terra systems, s ANS&WffC Criteria, DS949 and UCN llulding Componanl Salery OUoonagwo ad a tom Tnas %ale tmftMe.218 N. Lee Sheet, mile 312 Alexard4a VA 22514, Tamps, FL 33610 Job Truss Truss Type City Ply SHOWEN/ SILVER OAK Ti4667989 75061 HVB Valley 1 1 Job Reference (ooi onall Gnamoer5 truss, Inc., Fort Fierce, FL 8.130 a Mar 11 2018 MITek Industries, Inc. Thu Jul 26 07:23:19 2018 Page 1 Scale = 1:42.8 3.00 12 415 — 2x3 II 3x6 = 2x3 11 4X' = 13 2 14 15 16 3 4 5 17 10 19 6 20 7 SX4 12 11 10 9 8 3X4 2x3 11 3x6 = 24 N ass 11 W It 5-5-9 11-ti9 15-2-7 21.2-7 26.8-0 55-9 6-0-0 3.8.14 6-0-0 5-5-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) I/deB Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.59 Ved(LL) n/a - 111a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) Na - rVa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 7 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-S Weight: 81 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-10: 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. All bearings 26-e-0. (Ib) - Max Horz 1=-20(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 12=-239(LC 12), 8= 239(LC 12). 11=-246(LC 8), 9=-246(LC 9) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 12=403(LC 21), 8=404(LC 1). 11=372(LC 22). 9=33371(LC 21) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-12= 281/361, 6-8=-280/360,3-11=-277/333, 5-9o-276/333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf, h=151t B145ft; L=27f1; eave=lfl; Cat. II; Eery C; Encl., GCpl-0.18; MW FRS (directional) and C-C Exterior(2) 1-2-3 to 4-2.3, Interior(1) 4-2-3 to 5-5-9. Exler or(2) 5-5-9 to 25-5-13 zone; cantilever left and right exposed ;C-C for members sad forces & MW?FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load rwnconcurrent 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 100 lb uplift at joint(s) 1, 7 except Qt=lb) 12=239, 8=239, 11=246, 9=246. Thomas A Albani PE No.39390 MTek USA, Inc FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 Q WARNING -vedrydWgnp.fv..d READ NOTES ON 7N MDWCLUDEDMREKRUERANCEPAGEM674n... 100320158EFORE USE Congo valid for usa only Wth MneL9 connectors. ihlsdeUgn Is based only upon paameters stawrt and Is for an Individual beading component rat �� a Inns system. Before use, the bAltling designer must verity the oppllccoUty of design parameters and propedy incorporate thledesign Into Ire overall iaatffigtleslgn. WmhglndlcatedlsloprevenfWcldUgoffrfMua k=u band/orcMrdmembenonly. Addtlonalremporaryantlpennarantbf=IW MOW I always recruired(IX stoically and to preVent C011aa,e Win possible peRINal Nary arb property damOge. for general guidance regamig the fotxlcatkistorage, delNery. erecllon and bracM of fusses and imss systems, 99OAN5U1PffG Cmedo, Dseae and Bcs aOfdatg component 6904 Padre East Blvd. Satefyinformalbnvdtable from ibis pate Institute.218 N. Lea Meet. Suite 312. Alexandria. VA 22514. Tanga, FL 3MIO Job Truss Truss Type , City Ply SHOWEN/ SILVER OAK T14667990 75061 HVC Valley t t Job Reference (optional) cnamoers buss, mc., ron nerce, rL e.l JU S Mar 11 ZUl a MI I eK Inamur e5, Inc. I nU 1U120 Scale: 3m,=f' 3.00 12 4x4 = 2x3 11 414 = 3x4 6 7 6 3x4 2x3 11 5x6 = 2x3 11 LOADING (pal) SPACING- 2-0-0 TCLL 20.0 Plata Grip DOL 1.25 TCOL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 CSL TC 0.66 BC 0.41 WB 0.13 Mehl; DEFL. In (too) I/deft L/d Vert(LL) Na - Na 999 Vert(CT) Na - Na 999 Horz(CT) 0.00 6 n1a We PLATES GRIP MT20 2441190 Weight: 58 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 20-0-0. (Ib)- Max Horz 1=14(LC 10) Max Uplift All uplift 100 Ib or less at jolm(s) 1, 5 except B= 201(LC 8), 7= 316(LC 8). 6=-199(LC 9) Max Grav All reactions 250 Ib or less al loint(s) 1, 5 except 8=325(LC 1). 7=489(LC 21), 6=325(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-8= 228/322, 3-7= 368(433, 4-6=-228/322 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10,, Vult=170mph (3-second gust) Vasd=132mph; TCDL=1.2psh, BCDL=3.Opsf; h=15ft; B=45ft; L=241C eave=4ft;, Cat. 11; Exp C; Encl.. GCpi=O.l B; MW FRS (drectional) and C-C Extedor(2)1-2-3 to 8-4-8, Intedor(1) B-4-8 to 15-10-7, Extedor(2) 15-10-7 to i B-9-13 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DO1_=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument 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 Wit fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1, 5 except fit --lb) 8=201, 7=316, 6=199. Thomas A. Alban! PE No.39380 IM7ek USA, Inc. FL Cent 6634 8904 Parke East Blvd. Tampa FL 33810 Date: July 26,2018 A wARNwG.VeHrydedgnparamaren4ndRE4O NOTES ON 7N/SANOP'OLVOFDMR KREFERANCEPAGEMQ74M3 .. 10a 015SEFOREUSE Design+ aarruseon'yvAm lNsdeslpn hbassdonIy Upon paaneremshown. and is foron hdMdua Wadlrg comparenf.nor ��• a truss system. Before use, the bulking designer must verify the applicablify ofaleslgn paranetersand properly hcomorate hhdeslgn hto the overall blangdesign.&ach91rx9cotedktopreventpuctllrgoflndNlduoltrlrawebond/orchordmern ersorfy. Admlbrwltemporaryolltlpermanentbracirg Wek' kd,k s recNredtm OoMltya loproventcollapsewtlhpo epersawiblkrryandpropem/dama9e• For genera gWdance legaarg the fi904 Parke East Blvd, storage.delivery, erection and bracing of hussesarW truss systems se AINSYDIf OwfDy Cr9slld, DS849 and BC818u9dfng Component SaNfytrdormafbRsvalable from Truss Plate Insfilute. 218 N. Lee Skeet. Site 312. Alesandda. VA 22314. Tama, FL 33610 Job rUas runs type ry y SHOWEW SILVEfl OAK T1466]991 ]5061 IiVD Valley 1 1 Job Reference (optional) Chambgrs Tons, Inc., Fort Pierce. FL a.130aOCi 72017M79KInmrstries,lOF nu J01Z61e3 e: 2Vltl agal ID:tc_EZYQUBKyMP154wpEBc5zQDYM-xDjRmsh4Oxxd10W Kh6uO3?PaDp3PwoHcdJCE?OyuEOP 2-9-9 10.6-7 13-4.0 299 ~ 7814 �' 2.9-9 Scale=1:21.4 3.00 FIT 3.6 = 3x6 = 4x4 0 3.8 II 4x4 2 LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.89 BC 0.70 WB 0.00 Matrix-R DEFL. In Vert(LL) n(a Vert(CT) rda Horz(CT) 0.02 (loc) Udell L/d - rda 999 - n/a 999 4 n/a n/a PLATES GRIP MT20 2441190 Weight: 361b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 *Except* TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins. 2-3: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. BOT CHORD 2x4 SP M 30 REACTIONS. Qb/size) 1=406/13-4-0, 4=406/13-4-0 Max Horz 1=-8(LC 10) Mu Uplift 1= 261(LC 8). 4=-261(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 1515/1680, 2-5=-1488/1656, 5-6=-1488/1656, 6-7= 1488l1656, 7-8=-1488/1656, 3-8= 1488/1656,3-4=-1515/1680 BOT CHORD 1-4=-1617/1488 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3,Opsf; h=15ft; B-15ft; L=249; eave=tft; Cat. 11; Exp C; End, GCpl-0.18; MW FRS (directional) and C-C Extertor(2)1-2-3 to 7-0-8, Interior(1) 7-0-8 to 10.6-7, Extedor(2) 10-6-7 to 12-1-13 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Gable requires continuous bottom chord bearing. 5) This thus has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This tmss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-GO 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 261 lb uplift at joint 1 and 261 lb uplift at joint 4. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Curt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 Q WARNMG. Vent' d.agn parameters endREAD NOTES ON THIS AND INCLUDED NITEKREFEIT NCE PAGE 4DI-]473 mv. IOMOVIS BEFORE USE Design U{xmlMamarannemwn.andopety 4dMorale MldlnGcomllotle over system.Before use,verify aficI system.Beforeuse.theateding designer mullvetltyltra Mdraltruss or design chord entxlproperty mdilp iteme design Into Ella overall Wckllrg of9WMtlual truss weband/or Aticallorgl lemPoraryantl permarlenl braceg 0achablary MiTek' lscawgrecrnlre natlktoprevenl andprMrdmembage. E always reWlred for slabOttyantl to prevent collopse wlin Possmle petsonOl "and property tlamage. rot S"alndSCSceregatmgme folxicatlorl storage. delivery. erection and bracig of hoses and] t=wslems SeeANSMHQua@v CRerb, OSfLd9 and Bt3'I euSdhg Componml 6904 Perk. Eest BNd. Srdaty DOatmatl=vallade from Tnal Rate mshMe.21a N. Lee 6heeL SUte 312 Alexa dm VA 22 14. T.rrp., FL 33610 Job Truss Truss Type , Ob Ply SHOWEN/SILVEROAK T14667992 75061 J1 Jack -Open 19 1 Job Reference o 6ona1 Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTex Industries, Inc. Thu Jul 26 07:23:21 2018 Page 1 I D:tc_EZYOUBKyMP154wpE8c5zODYM-yEBgHmOc7W g5to5vOwmUKt2xgdJNv3sjGu3RgyuGJ4 1.4-3 2-0-0 14.3 ~ 0-7-13 Scale =1:8.7 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 C8L TC 0.19 BC 0.25 WB 0.08 Matrix -MP DEFL. in Vlrftl ) 0.00 Ved(CT) 0.00 Horz(CT) 0.00 Wind(L-) -0.00 poc) Vdefl Ud 5 >999 360 5 >999 240 3 Na n1a 5 >999 240 PLATES GRIP MT20 244/190 Weight: 7lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudfns. BOT CHORD 20 SP 1\11.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=-51/Mechanic 1.3=-32/Mechanical, 5=229/0-8.0 Max Horz 5=50(LC 12) Max Uplift 4=-51(LC 1), 3= 32(LC 1), 5= 229(LC 12) Max Grav 4=54(LC 12), 3=25(LC 12), 5=229(LC 1) FORCES. (Ib) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=-115/282 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst h=15f1; B=45th, L=24It eave=oft Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This thus has been designed for a 10.0 psf bottom chord live load nonconcunenl 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by'omers) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except (jt=lb) 5=229. Thomas A. Alban! PE No.39380 kliTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 O WANNMIG- peNryoeslgn parameters and NEAGNOTES ON TMSANOINLLUDMUffEKNEFENANCE➢AGEM674M.. 10/1XUY0156EF0NEUSE Design vo ld for use my win Mlfeka� This dash is Etaeci only Upon parameters shown, and Mar an h assidual bu:mng component, hal � a runs system. Bebre Use, the bunoing tleskmer must verlN the opplcabelN oldeslgn parametersantl properly ddffon rate rub tlesl9n Into the overall bAtllrg design. aachg lrMk;aletl h to antl petmorent wodriG buckllrg of hndMdum lva web and/or ctxxtl members only. AtlneraI temsca MiTek' prevent ern wlthpossmlepeststemk4ymdpopertydamage. For a g re he btiwaysn,storge, 69M Parke East Blvtl. coon and bracllapse iveity and Co fobdcatbrtstorage, dellvery.erecaon Plat bracktgo218 N. a steel auto 31Z BANSUIPN VAlQualfly2231C+Rcrb. GSBdp erne BCtl WHdfng Component delivery. S" p SGNy Ntonna/bmvdlaWe aom Imss Plate InsaMe. 218 N. Lea Sheet. Suite 312 Alexatrtlaa, VA 22314. Terrpa FL aerate Job Truss Truss Type City Ply SHOWEN/ SILVER OAK T14667993 75061 J3 Jack -Open 19 1 Job Reference optional I russ, Inc., Ton Tierce, rL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Jul 2607:23:222018 1-0.0 1 1-4-3 I 4-0-0 1-0-0 Od3 2-7-13 Scale =1:12.8 Plate Offsets(X,Y)-- (2:0-0-11,1-2-81 LOADING (pat) SPACING- 2-0-0 CSI. DEFL, in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.24 Vert(L-) -0.00 4-5 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0,00 4-5 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 3 rVa We BCDL 10.0 Code FBC2017lrP12014 Matdx-MP Weight: 131b .FT =20% LUMBER - TOP CHORD 20 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=53/Mechanica1, 4=18/Mechanical, 5=220/0-8-0 Max Horz 5=99(LC 12) Max Uplift 3=-67(LC 12), 4-1 (LC 9). 5= 178(LC 12) Max Grav 3=64(LC 17), 4=39(LC 3). 5=220(LC 1) FORCES. Qb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=162/415 BRACING - TOP CHORD Structural wood sheathing direc8y applied or 4-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wlnd: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; t1=15ft; B=4511; L=24ft; eave--4f ; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exledor(2) 0-0-0 to 3-0-0, Intedor(1) 3-0-0 to 3-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pal 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 fall 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 1001b uplift at joint(s) 3, 4 except Qtdb) 5=178. Thomas A Albani PE No.39380 Mi rek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 O WARNING. Vedlydealgnparumefersend READNOTES ON MIS AND MtUDEDNREKREFERANCEPAGEW-74?3mv 100JAVIS BEFORE USE DeSgh WIdfor use oNVWth rAUeksconnectols. 8ds design is based only Upon pmametersdw4 antl Is far an kWiJdual bulling cornponenL not a truss system. Before use. the building designer must vedfy me app6caotiy of design parametersantl properly Incorporate mistleslgn Into the overall bu9rarg design. Bracing lntlkaletl is to prevent buckllrg of9WMdualhusswebond/orchordmemb mr y. Admlronal temporary arM permanent braclrlD MiTek' N always regaled for dobally, antl to prevent collapse%Wlh possible penal k9lny and properly damage. For general gWtlarce regaolrq the fabdcation,storage. delivery, erecaon and bracing of muses and nus systems seeAAfWMjj away Cforky, Os"t, and BC5l Bugdely Component 6904 Parke Eaei BNd. Satey Monnaflwovatoole can Truss Rate Institute, 218 N. Lee street. Sate 312. Alexantlda, VA 22314. Tesrpa, FL 33610 Job s Truss Truss Type Oty Ply SHOWEN/ SILVER OAK T14667994 75061 J5 Jack -Open 16 1 Job Reference (optional) ChamberSTruss, Inc., Fort Pierce, FL 8,130 s Mar 11 2018 MiTek Industries. Inc. Thu Jul 26 07:23:222018 Page 1 I D:tc_EZYOUBKyM P154wpE8c5zODYM-0012U6REugoyVyg5ad Hjt5ax31 adeKO?ywedzbyuGJ3 1-4-0 6-0-0 h420 480 Scale = 1:16.9 d LOADING (psr) SPACING- 2-0-0 CSI. DEFL. in (Io;) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.88 Vert(LL) -0.02 4-5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.04 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) -0.03 3 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MP Wind(LL) 0.04 4-5 >999 240 Weight: 19 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=108/Mechanical, 4=4811VIechanical, 5283/0-8-0 Max Horz 5=150(LC 12) Max Uplift 3=-126(LC 12). 4=-4(A 12), 5= 202(LC 12) Max Grace 3=118(LC 17). 4=81(LC 3), 5=283(LC 1) FORCES. Qb) - Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 1-2--383/141 BOT CHORD 1-5= 1051257 WEBS 2-5= 294/688 BRACING - TOP CHORD Stmctural wood sheathing directly applied or 2-2-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vwd=132mph; TCDL--4.2psf; BCDL=3.Opst; h=15ft; B=45ft; L=24tt; eave-oft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exledor(2) 0-0-0 to 3-0.0, Intedor(1) 3-0-0 to 5-11-4 zone; cantilever left and right exposed ;C-C for members and foroes & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This Truss has been designed fora 10.0 pat bottom chord live load nonconwrrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psi on the bottom chord in all areas where a rectangle 3-8-0 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 1001b uplift at joint(s) 4 except Qtdb) 3=126, 5=202. Thomas A Alban! PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 QWANNING-V fi1ydsslgnpammnen.dFNS4DN0TES ON MSANDINCLUDEONIFEKNEFENANCEPAGEMIP74n.. 10,0201SIDUCRE USE >sslgn vald for use only wiM lvsta F3c-csnnectors. Ne design Is based only upon parameters shoe and Is for an Inar&twl building component, hot a trusssystem. Before use, the bald W designer must verify the ooplicanbtyof design parametersand properly Incorporate m5design Into Ine overall bWtllrgaesign. WocbgIndi,,atedhtoprevent buckling oflntlMdualause ebanalorchord membersonly. Adclilonaltemporaryamdlx:rmanenttxecing MiTek' Is always required for stabnlly and to prevent collapse win possble peaona blury and Property damage. For general guidance regacmgtne fobrbDllon, storage, delivery, emcnon and bracing of innsesand inns systems seeANSYNII Qua//ppyy Crilarfa, But"Pand SCSI Building Component 6904 Parke EesieNtl. SahlylNormalbrAvatabie From Truss Rate IsutlMe, 218 N. Lee Street. sulte312 Alexondrla VA 21 14. Tampa, FL SM10 Job Truss Truss Type Oly Ply SHOWEN/ SILVER OAK T74667995 75061 J7 Jack -Open 30 1 Job Reference (optional) cnamoers Imss, inc., hon Flerce, I-L U.l JV 5 Mar I LUIU MI 1 eK namormS, Inc. 1 nU JUI LO V /:GJ:GJ GV 10 LOADING (Pat) TCLL 20.0 TCOL 7.0 BCLL 0.0 BCOL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber COL 1.25 Rep Stress Incr YES Code FBC20171TPI2014 Scale=1:20.8 CSI. DEFL. In (loc) I/dell Lid PLATES GRIP TC 0.57 Vert(LL) -0.08 4-5 >980 360 MT20 244/190 BC 0.90 Ven(CT) -0.18 4-5 >443 240 WB 0.26 Horz(CT) -0.07 3 n/a n/a Maldx-MP Wlnd(LL) 0.12 4-5 >637 240 Weight: 251b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-4-8 oc bracing. REACTIONS. (Ib/size) 3=163/Mechanical, 4=72/Mechanical, 5=35310-8-0 Max Horz 5=200(LC 12) Max Uplift 3= 185(LC 12), 4— 6(LC 12), 5-233(LC 12) Max Grav 3=175(LC 17), 4=117(LC 3), 5=353(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 1-2-489/186 BOTCHORD 1-5=130/298 WEBS 2-5-387/869 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF BCDL-3.Opsf; h=15f1; B--15f1; L=24tt; eave=4ft; Cal. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Exledor(2) 0-0.0 to 3-0-0, Intmor(1) 3-0-0 to 7-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS 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 nonconcurrenl with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 4 except Qtdb) 3=185, 5=233. Thomas A Albani PE No.39360 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 A WARNWG.Ver/tydeslgnparammertantl REAONOTiss ON 7NLS AND WCLUDWO KREFENANCEFAGEMO-74".V.. 10NYt015BEFONEUSL De9gn void for use orlh/ wish tvutekID connectors. INsdesIM b bored on y upon paometers ArOwn, and k for an hdNltluo waong component, not � o tmu system. Before use, the bu idbr deskmer must verity the appllcabilly 0ldeshm pammetersancf pmpelly Incolporale Ihts deslan Into the overdl fnrsswebantl/orchordmembersoNy. Addnonallemporarymtlpermamnlbracing MiTOW baadrg design. &OchglMlmtedktoprevenlbuckNf otIrWNW rsdwaysreauirrage, deltvary andfoprevd brocigrse wnh posmftrpersawl seajud MlyQ ail Cd. Forgen89=ddoncerldhWC=p fabrication storage, tlel mess s. DSBdg andRW BuOdhry Compen�n7 oaf bracing of hussesee 69M Parke Ease 8W. s Sine 31 Mexan fla, VA 2111CAslb, SD/ety Weenafbmvallable eom Imss Rafe Institute. 216 N. Lee Street, ails 312. Plexandda. VA 22514. o bie from truss Tenpa, FL 33610 Job russ rus5 I ype t y SHOWENI SILVER OAK T19667996 75MI JAI Jack -Open IQ 1 i ' Job Reference (optional) cnamoets7 rvss, mc., bon Here., IL 8.13osU 7zol7sslex Inaususs,mC. mu Jwzb1u::5 OLma rdeu, I D:tc_EZYOUBKyMP154wpEec5zODYM-YuNOxa793hF6wOyzq?9jOE59rkl W imCr4ONZtyuENG 2 7 5.00 F12 3.6 II 3.4 = 3 PROVIDE ANCHORAGE, DESIGNED BYOTHERS, I V I AT BEARINGS TO RESIST MAX. UPLIFT /L\VI AND MAX HORZ. REACTIONS SPECIFIED BELOW. 3x6 11 2-0-0-0 Scale = 1:8.7 LOADING (psfj SPACING- 2-0.0 CS'. OEFL. In (loc) I/defl Utl PLATES GRIP TCLL 20.0 Plate Grip CO . 1.25 TC 0.14 Vert(LL) -0.00 6 rtlr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Ven(CT) -0.00 6 ntr 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 n1a Na SCOL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 7lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural mod sheathing directly applied or 2-0-0 oc pudlns. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb(size) 3=010-2-0, 2=145/Mechanical Max Hoe 3=231(LC 12), 2=-180(LC 12) Max Uplift 2=174(LC 12) Max Grew 2=145(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ito) or less except when shown. TOP CHORD 1-2_ 507/193 BOTCHORD 1-3=-165/523 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-secand gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15fC B=45fl; L=24f1; eave=4ff; Cat. II; Exp C; Encl., GCpl-0.18; MW FRS (directional) and C-C Exlerior(2) zone; cantilever left and dght exposed ;C-C for members and forces $ MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This tmss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1741b uplift at joint 2. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. Thomas A Albani PE No.38380 fdiTak USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 Q WANNNG-Venry dedrgn earametety and READ NOTES ON INS ANDWCLUDED MIFEK REFERANCE PAGEAM-74Tu rev. IMIZ015 BEFORE USE Dedpn Valid for Use only with Mtrek®colneclas inls design N based only upon parameters stxnvn. and Is for an hsdMdual Wading comporrent, trot a Buss system. Before use. In, buldlrg designer must ve01y the app laolol ity of design p vameters end! properly Incorporate Ih5 design Into the overall WIcIngdesIgn.&a webaW/orchadmembersoNy.Addeorwllemporarymclaermarrenibradrg MOW gMicatedlstopreventWcldWoofhdMdU 6dways requtretl fa stadllly and to prevent weeps h possMa perorx9 hpey erg properlyd®nago• For General guldaxe regar�ng the 6909 Peke East BNd. fabdcallom storage, delNery, erection and bradrg of InnsesaW truss systems, sesAAWWrl Ouamy C2M e, DS"P and SCSI Buldstp Component Safetybub mabotnvaaable from Ryas Plate Institute, 218 N. Lee Street, sale 312 Alexa arla. VA22314. Tanya. FL 33610 Job Truss Truss Type Oty Ply SHOWEN/ SILVER OAK T14667997 75061 JA3 Jack -Open 7 1 Job Reference (optional) wamoers mss, inc., rors.... ., ra a.I ao NI2 „ CVIa Nal ennmwmm un:. ,Ile ou "we.co.c -- . _.a . ID:tc_EZYOUBKyMPl54wpE8c5zODYM-MptpvoTVOR2gkGgUi2JByWgMyrGW 6F_IOE7k2UyuGJ1 LOADING fpsf) SPACING- 2-0-0 CS'. DEFL. in (loc) Udell Ud TCLL 20.0 ' Plale Grip DOL 1.25 TC 0.54 Vert(LL) 0.00 4-5 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) 0.00 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 HOM(CT) 0.04 3 Na We BCOL 10.0 Code FBC2017ITP12014 Matdx-MP Wind(LL) -0.01 4-5 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=-2/Mechanical, 4=31/Mechanical, 5=32410-8-0 Max Harz 5=99(LC 12) Max Uplift 3=-29(LC 9). 4=-31(LC 1), 5=306(LC 12) Max Gmv 3=27(LC 10), 4=42(LC 12), 5=324(LC 1) FORCES. (Ib) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=-190/458 Scale=1:12.8 PLATES GRIP MT20 2441190 Weight: 14 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15tt B=45ft; L=24ft; eave=411; Cat. II; Exp C; Encl., GCpl-0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Intedor(1) 3-" to 3-11-4 zone; cantilever left and right exposed ;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) ' This buss 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 loint(s) 3, 4 except atdb) 5=306. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 A WARNMG. Vedfydeslgnparumefamand REAONOTES ON TN/SANOMGLUOEO MITEKREFERANLEPAGEMI74M rm. 1011042015BEFOREUSE Design va,M for use only mr, Maek`Jmrorectas. The tledgn is baeadonlyupon pppmeters shown and is for on IncMdld Wlding comporcnt. not a try system. Betas use, the b ff,RW designer must Verity Ina opplkabllN ofdWM porometers and properly htcospom:o tht design Into the overdl buld9ngdeslgn aachgadkafedistopeventbuckllrgoflndhAd d mwebm /oroWdmemb bNy. Addllloraltemporaryantlpermanentbracing MiTek' is always required for stabalty and to prevent collapse wah poable pprsonol hpay and pop dy damage. For general gukfalce regarding the fablcallm.storage. dellveW. erection antl bacag of tomes and truss systems seeANSUM11 CUa®y Q90do,OSB-0g cmd SM Bu7ding Componurt 6904 Parke East Blvd. 69M Part EastB SohtylnlognatbNvdlabe from Tom Rate hMIMe. 218 M Lee Streel-Site 312 AlexarMda, VA 22314. Job Truss Truss Type Illy Ply SHOWEN/ SILVER OAK TM67998 75061 JA5 Jack -Open 1 1 Job Reference (optional) ChambeLa I ruse, Inc., Fort Pleme, I-L 011 8.130 s Mar 11 2018 MITek Industne5, Inc. I hu JUI 26 UC23:Zb ZU78 Page 1 ID:tc_EZYQUBKyMP154wpEBc5zQDYM-g7RB68U7AIAW MQPgFmgQUjCX6EfyriwReusHawyuGJO Scale = 1:17.8 1- o o '0-4-0' 3-10-0 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in goc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(-L) -0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 20lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=73/Mechanical, 4=20/Mechanical, 5=34610.8-0 Max Horz 5=150(LC 12) Max Uplift 3=-93(LC 12), 5= 287(LC 12) Max Grav 3=90(LC 17), 4=53(LC 3), 5=346(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown. TOPCHORD 1-2=295/110 BOT CHORD 1-5= 105/257 WEBS 2-5=242/527 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purms. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF BCDL=3.Opsf; h=15f1; B=4511; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Fxtedor(2) 0-0-0 to 3-", Interior(1) 3-0-0 to 5-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactors shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load rlonconcument with any other live loads. 3) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-0-0 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 1001b uplift at joint(s) 3 except Ql=lb) 5=287. Thomas A Mbani PE No.39380 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33910 Date: July 26,2018 AWARNaeG- VetlrydesfgnpsnamemrsanGREAD NOTES ON 7NAi ANDMCLUDEDMIrEKHEF£RANCE PAGE 1461477.e. I2 ISEEFORE USE DeslOn Valltl for Use Doty vAM M.Belts'�connzctors. iNstlesl9n E bosetl oNY upon natometen slwwn, antl k for m krtllvlGrd bfatl:nd component, not a Rdingslem.Befae Use,the Mli lsitleslGnnimustil Dothe Mdwltmm oftle 1paramemema properly Ncaporale th5 tlesVJn Into INa overall eveollocnllWinpsMoohonesebontl/dpoinrlmembWo.Fo,enarnlguldmno,reantlpetmanentbracln0 Iwawngdecidred MiTek' Isalwaysrm farstalMlcaletlislovent 11a9e. For generalndBCSI ere0artlCoing the tf,, adt—sWeirm 6904 Perke East Blvd. elivelryaond sy ANsviril Qua9rty dosage. ndtxactng>se Inme,a OrsoM GRAM, OSad9 and 8C9 Hu1Ob1g Component east's Wt. SOhy NlormOlbrgvtllode from Truss Plate tr�snMe. 218 N. Lee Meat. SLIte 312 AlexaMaa. VA 12 1d. Smsfolbn.nafi dlabi Y.roecibn antl brocNO of18 N. Lee Tempe, FL 3361D Job Truss Truss Type Ow Ply SHOWEW SILVER OAK T14667999 75061 JP1 JACK -OPEN 2 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Jul 26 07:23:25 2018 Page 1 ID:tc EZYQUBKyMP154wpE8c5zQDYM-q?RB68U7AIAWMQPgFmgOUjCdnEiorkMReusHawyuGJO Scale =1:6.9 LOADING (lost) SPACING- 2-0-0 CSI. DEFL, in (too) Vdefl IJd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 4 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 r/a n/a BCDL 10.0 Code FBC20177TPI2014 Matdx-MP Wind(LL) 0.00 4 >999 240 Weight: 6lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 on bracing. REACTIONS. (Ib/size) 1=159/0-8-0, 3= 14/Mechanical, 2=3/Mechanical Max Hor2 1=30(LC 12) Max Uplift 1=-183(LC 12), 3=-14(LC 17), 2= 9(LC 9) Max Gmv 1=159(LC 1), 3=8(LC 12), 2=9(LC 17) FORCES. Qb) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.OpsF, h=15ft; 3=4511; L=2411; eave-ttt; Cat. II; Elm C; Encl.. GCp1=0.18; MW FRS (directional) and C-C Exterlor(2) zone; cantilever left exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss dgsigned for wind loads in the plane of the truss only. For studs exposed to wind (name] to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSVTP11. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 5) ` This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 2 except Qt=lb) 1=183. Thomas A Alban! PE No.38360 MTsk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 A WARNING -Vsdrydo F9Opmame1.reead READNOTE5 ON 7NKANDWCLUDEDMREKREFERANGEPAGEMO-7473 rev. U103MOIS BEFORE USE ' Design .did for use oNywin Mdiek9connectors, it's design Is tomodoNyupon parameters shoam. and Is for an Individual brddhg casnpo t. net a truss system. Before use, the buildIg designer must verify flue appllcaWlty oideslgn parameters Orval properly hcorpoiate this design Into the, overall buralVdasIM. WachgMn catedlstopreventbuckJPgoflndWd tmma baud/orc dmembemc"y. AddinondlernWaryandpennonenlbradrg - MiTek' Is always required for stmorly and to prevent collcgre udih possible permnal Injury and properly damage. For general Guidance tegorr$g fie fabrication. storage. delivery. erection anal beading of tenses and muss systems seeAAWMIl Quay CrMrb, DS949 and BCS1 DWdhry Component 6904 Parke East Blvd. SaNylnbrtnelbinvollade mom Truss Rate Insmlute, 218 N. Lee street, suite 312 AJexarsdda, VA22314. Tarry.. FL 3MIO Job Truss Truss Type . O(y Ply SHOWEN/ SILVER OAK T14668000 75061 JP3 JACK -OPEN 4 1 Job Reference (optional) Gnamoers I russ, im., ron 1`18M8. rL 8.13U s Mar l l 2U18 Mtl eK maUsmes, Ina. I nu Jtu 28 u/:23:zb 2018 Fagot I D:tc_EZYOUBKyMPl54wpE8c5zODYM-IC?ZKTUIx31NzZ_spTMN xlmheOHaBcbtYcg6NyuGJ? Scale =1:9.3 3 LOADING (pat) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.01 3-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.01 8 >999 240 BCLL 0.0 ' Rep Stress [nor YES W S 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 141b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural mod sheathing directly applied or 4-&0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=59/Mechanica1,3=37/Mechanica1,1=19510.8-0 Max Horz 1=60(LC 12) Max Uplift 2=-69(LC 12), 3— 58(LC 12), 1=-226(LC 12) Max Gray 2=59(LC 1), 3=44(LC 3). 1=195(LC 1) FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15ft; B=45fl; L=241t eave=4f; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Intedor(f) 3-0-0 to 3-11-4 zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcumenl With any other live loads. 3) • This truss has been designed for a live load of 20.Opsl 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 buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at jcint(s) 2, 3 except Qt=1b) 1=226. Thomas A Albani PE No.39380 MiTsk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 © WARNING -Vedlydsdgnpa=sssNrsandREADNOTES ON IMSANDINCLUDEDMrrEKREFERANCEPAGEW7473rvv 1410QIVn5EEF0REUSE Dedgn vaid for useody with NJTekv7connecias. nilsciesIgn Is based only Upon ppometers stvo atW Is for on Indio W3dng component not a Imss system. Balers, use. the WadnU designer must vestry the applltabalry oldesign Parameters and popedy Incorporate misdoslgn Into the overcall b dxjdeslgn.0achglndkatetl lopevenilwcklisxloflndMtludhusswebarW/orchmdmembersonly.AcidllonaltemporaryarWpermonentbodW is aways requked for stadllty and to pevenl collcpse with posiole persorwl" end popery tlanoge. F genera guldanceregardng the MiTek' labdcatlon storage, delivery- erection and bracing of trusses and lws system%seaANSWII aw"yCIROM,DSg-0g and SCSI Suilding Component 69D4 Parke East Blvd. SaAly Nbmraflonrvalable from True Rate hvstiMe. 218 N. Leo sheet. Sure 312. Alexandria VA 22314. Tanga, FL 33610 Job Truss Truss Type Qty Ply SHOWEW SILVER OAK T74668007 75061 JP5 JACK -OPEN 15 1 Job Reference a tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek IndusVies, Inc. Thu Jul 26 07:23:27 2018 Page 1 ID:Ic EZYQUBKyMP154wpE8c5zQDYM-mOZxXpVNiMQEbjZ3NBtua81ok2KOJesk6CLOfpyuGJ_ Scale=1:11.7 LOADING (pat) SPACING- - 2-0.0 CSI. DEFL. In (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.88 Vert(L-) 0.12 3-e >594 240 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.36 Ven(CT) -0.05 3-8 >g99 240 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(CT) -0.02 2 n(a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 20 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 2=107/Mechanica1, 3--69/Mechanical, 1=26M0-8-0 Max Horz 1=90(LC 12) Max Uplift 2=-119(LC 12), 3=107(LC 12). 1=306(LC 12) Max Gram 2=107(LC 1).3=86(LC 3), 1=264(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL--1.2psh BCDL=3.OpsF, h=15ft; B=451t L=24ff; eave=4ft Cat. It: Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0, Inte lor(1) 3-0-0 to 5-11-4 zone; cantilever left and right exposed: porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This Truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for Imss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at jolm(s) except (It —lb) 2=119, 3=107, 1=306. Thomas A Albabi PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 Q WABNWG-Vwf(ydeslgnprr elarsznd NE4O NOTES ON Mrs AND INCLUUETAff EKNEFENANCEPAGEM 74n-- 10=iVFSBEEOBE USE Dedgn valid for use oNy with NJTeku crorvreclors. fis'stleslgn b based oNy upon pordvneters sfwwn, and k for an kWlNtlual "dksd comlxr cnt, nor a truss system. Before use. the b uld ng desbner mustve4ty the apWicalhilry of de5gn poramefersoM proPe4y incorporate INsdesign Into the overall dmemberso AtlalaonalTemporaryantlpermanentbraclrxl MiTek' burd1r,ldesIgn. aacIngkrdlcaletl lop WntWctlingOfhWNldaali webOW/Wr y Is always required for staWlry, and to prevent collapse with pasble personal loksy andPn)Pedy domage. For general guldance recording the tahnoune, storage. delivery. erection and bracing of trusses ms antl tear systeserANiamsil Quay Crgerla, OS94F and BCSI Building Compenenf 6904 Pa FastB e rkFast Blvd. Salarybdnn oal/muvoiloble hoe Tess Tess Nate Ins6lute. 218 N. Lee Sheet. sate 312. AlexarWtla. VA22314. Tmraa,rk Job Truss Truss Type r Oty Ply SHOWEN/ SILVER OAK T74668002 75061 JU Jack -Open 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 s Mar 112018 MiTek Industries, Inc. Thu Jul 26 07:2328 2018 Page 1 I D:tc_EZYOUBKyMP154wpE8c5zODYM-F87JI9 W?TgY5Dt8Fxu076Mg4nSgu255uKs5xAFyuGlz 2-0-0 2-0 0 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. 2-0-0 Scale = 1:6.9 v d � a 6 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (Joe) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.00 6 Nr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.00 6 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCOL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 6lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 20 SP No.3 REACTIONS. (Ib/size) 2=147/Mechanical, 3--0/Mechanical Max Horz 2=324(LC 12). 3=354(LC 12) Max Uplift 2=-178(LC 12) Max Grav 2=147(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-864/306 BOT CHORD 1-3= 280/841 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psQ BCDL=3.Opsf, h=15ft; B=45t1; L=241t; eave=4ft; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Extertor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pal bottom chord live load nonconcument with any other live loads. 3) - THIS truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at jolm(s) except (It=Ib) 2=178. Thomas A Alban( PE No.39360 MTek USA, Inc. FL Curt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 ®WANN46G. VarydegnparameteaeanOflEAONOTESON M ANDWCLUOEOWEKHEFEFANCEGAGEMh74MMre IdD320I59EFOAEUSE BeAgn vald ion Ilse only with lfo desgn Is basac only Upon parameters shown, and Is fIX m NdNdUal builds g comporcnt net o In u System. Before M. mo lodicirg designer must verify the appllcabally otdesign paromele s and properly klcolpor0fe Ihk desgn Into the overdl topevenl6ucJ tWofhldWd tr weber /o CWdmembersoNy. Atldalorx9temporaryandpermarentbracirg MiTek' bugdhsgdeslgn. aachglydk:ated hdways recured for stabalty and to prevent collapse with possmle pert" and PlOpedy d0mage. Forgenerolgudaneamgarmnglhe f0[xkwllon.storage. tlelNery, erectbn and brachg oltmaes esd huss systems.reeANSI/rpli GuO@y CROIb; DSB-09 aIM QCSI WIddsp Componmf 6904 Parke East Blvd. Schly NonnOlbmvdlade from T=Rate Institute,218 N. Lee Street Wife 312. Alexandra. VA22314. Terrya,FL 3M10 Jab Truss Truss Type Ofy Ply SHOWEW SILVER OAK T74668003 75061 KJS Diagonal Hip Girder 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8A30 s Mar 112018 MiTek Indusmes, Inc. Thu Jul 26 07:23:29 2018 2x3 11 Scale - I A7.2 1.4-10 7-0-8 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.11 4-5 >679 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.15 4-5 >536 180 BCLL 0.0 ' Rep Stress Mar NO WB 0.10 Horz(CT) 0.05 3 We We, BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 261b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (fib/size) 3=140/Mechanioe1, 4=52/Mechanical, 5=253/0-11-5 Max Harz 5=149(LC 8) Max Uplift 3= 153(LC 8), 4= 11(LC 9). 5=-287(LC 8) Max Grav 3=160(LC 28), 4=99(LC 3), 5=398(LC 31) FORCES. (Ib) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=360/347 NOTES- 1). Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCD1_=3.0psf; h=15tt; B=45ft; L=24ff; eave=4f; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber D0L--1.60 plate gap DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 buss to bearing plate capable of withstanding 100lb uplift at joint(s) 4 except Qtdb) 3=153, 5=287. 6) 'NAILED' Indicates 3-1Od (0.148'x3') or 2-12d (0.148x3.25') toe-nalls per NDS guidlines. 7) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (piq Vert: 1-3= 54, 4-6= 20 Concentrated Loads (Ib) Vert: 9=74(F=37, B=37) 11=97(F=49, B=49) 12=3(F=1, B=1) Thomas A. Alban! PE No.39390 MiTsk USA, Inc. FL Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Date: July 26,2018 Q WANN9IG.Writydeclgnpmem0..d NEAGN0TW ON 7HSANDWCLUUEOM KNEFEBANDEPAGEMII.7413rev. 1aA1/40156EFONEUSE. o k, validforuse onrywlth Mnekeco Ias. ftdeSgn Ebead oNYupon paanetea shown. and kfofan haVidual holding comporrent not aim system. Before use. M, bBalng desk ar muss verify Inc oWicabalN of dos gn paameters and properly hcorporate mis desgn Into the overall b Wa u M mweband/actardmemb moNy. Addlllorgliemporaryantlpermax:nibackg MiTek' cfigdesign. gmdlcaiedlsloprevent gollnd udi Is always reRWred for stability and to prevent collapse wnn po o per l kW and plopedydamage. For general gukaarce regadag me fabccab storage. crellveW. erection and braGrg of micas and massydems seeANSVIPIIQua@y C2erb. DS"9 cmd BCSI Bulding Componant 6904 Parke Eesl BW. Sa/alybdoanatbrnvallcbte Born Truss Hate Immure. 218 N. Lee street. Site 312. Alexanoft VA 22314. Tampa, FL 33610 Job Truss Truss Type , I Of/ Ply SHOWEN/SILVER OAK T14668004 75061 KJSP DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Chambe6s Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Jul 26 07:23:30 2018 Page 1 ID:tc_EZYOUBKyMP154wpE8c5zODYM-BZE4kXF7HopSBHe2JObBnvRgFOiW hAOAa2FByuGIx 3.2-15 6.0.0 8-5-1 3.2-15 2-9-1 2-5-1 Scale: 3/4'=1' 2KJ 11 NAILED NAILED 2-10-15 - 6-6-2 ' LOADING (pat) SPACING- 2-0-0 CS1. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.06 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.06 4-5 >999 180 BCLL 0.0 ' Rep Stress [nor NO WB 0.12 Horz(CT) 0.05 3 n/a n1a BCDL 10.0 Code FBC2017fFP12014 Matdx-MP Weight: 26lb FT=20% LUMBER- BRACING - TOP CHORD 20 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=87/Mechanical, 4=24/Mechanical, 5=772/0.8-0 Max Horz 5=97(LC 4) Max Uplift 3=56(LC 4), 4= 85(LC 9). 5=-907(LC 4) Max Grav 3=87(LC 1). 4=65(LC 3), 5_772(LC 1) , FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5= 375/413 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCOL=4.2psf; BCDL=3.Opsf; h=15tt; B=45N; L=24f ; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional);.cantilever left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This thus has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 3) ' This tons has been designed for a live load of,20.Opsf on the bottom chord in all areas where a rectangle 3-" 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 1001b uplift at joint(s) 3, 4 except 01db) 5=907. 6) 'NAILED' indicates 3-10d (0.14a x3') or 2-12d (0.148x3.25') toe -nails per NDS guldlines. 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 (plo Vert: 1-3=-54, 4-6=20 Concentrated Loads (lb) Vert: 9_ 0(F=-0, B=-O) 10=-238(F=-119, B=-119) ll=-26(F= 13, B=-13) Thomas A Alban! PE No.38380 MiTek USA, Inc. FL Cart 6634 6004 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 Job Truss Truss Type I r QV Ply SHOWEW SILVER OAK T14688005 75061 KJ7 Diagonal Hip Girder 7 1 Job Reference (ooaonal) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Jul 26 07.23:31 2018 Page 1 ID:lc EZYQUBKyMP154wpE8c5zQDYM.fgoSNBYumbwg4LsgcOxgk_SdplfwFO3K1 gJbnayuGlw 1-00-4 5.11.0 68-0 11-3-0 l 1-10-4 4.0-12 o-40 4-7-0 =1:20.2 2X3 II wsaeD nHicca ,van... 3x4 = 1-0.10 1-10-10 68-0 11-3-0 r 1-4-160 0-5-t Of 4-912 1 4-7-0 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in goc) Vde8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.25 6-7 >441 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 8C 0.57 Vert(CT) -0.45 6-7 >247 240 BCLL 0.0 ' Rep Stress [nor NO WB 0.24 Horz(CT) 0.04 4 n/a n/a BCOL 10.0 Code FBC2017/FP12014 Matrix -MS Wind(LL) -0.16 6-7 >720 240 Weight: 42 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=138/Mechanical, 5=247/Mecharroal, 7=371/0-11-5 Max Horz 7=200(LC 8) Max Uplift 4=d62(LC 8), 5= 168(LC 5), 7=375(LC 8) Max Grav 4=138(LC 1), 5=305(LC 28). 7532(LC 31) FORCES. (Ib) - Max Cc mp./MaxL Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2= 5541329, 23= 534/378 BOT CHORD 1-7= 346/490, 6-7= 427/476 WEBS 3-6= 518/465, 2-7= 158/325 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 740; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=351t; L=24ft; eave=41t; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 fast 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (Itdb) 4=162, 5=168, 7=375. 6) 'NAILED' indicates 3-1 Od (0.148'x3') or 2-12d (0. 148".25') toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 5-8=-20 Concentrated Loads(Ib) Vert: 11=74(F=37, B=37) 13=-64(F=-32, B=-32) 14=97(F=49, B=49) 15=3(F=1, 6=1) 16=-39(F=-20, B=-20) Thomas A Alban! PE No,39380 MiTek USA, Inc. FL Can 6634 6804 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 Q WARNwG-Vedrydoslgnparemefemand READNOTES ON T MD0/OLUDMUM KREFERANCEPAGEMX74Mrev. 10N 0158EFOREUSE With Mltek9connectorsurn dedOn6txisetloNYuponpmm30iordrown.andIsforancOnPorl B,sdDcomponentnot ff a huravdldforusee use.must [e the appllcabBlN o oncts paramom.W propedy datffo mte tldadaslOn Info the overall a trues system. Before Ise. the tW N t MiTek' pfeveer o hcid,edOndfor0oerryctcdbtreventntapsevitthDottrMNldudOoncil"yoncldKKdmembage.FoAOnefolgtdomereamingtmanentbrachg bdways storctlfor ellvetyore to Prevent collapse turn smdhm oselible sWe %se andpropedydmnoDe. For D94F Od BCMe lding tithe OSBdg mCBCM Bu6dgly OOmponMf and lxadnDof18 tebdcallon.dohlonavllablefrom 6904PMke Ease Blvd. Iron N.entlreetsystemssAlexonryIIVAD31pPalb, SOfety AMRnafbmvdlade from arras Rate InsOMe. 21e N. Lea Sheet. Suite 312 Nexarxi4a. VA 22314. Tenpa, FL 33610 Job Truss Truss Type i r Oly Ply SHOWEW SILVER OAK T14668006 75061 KJA7 Diagonal Hip Girder 1 1 JoD Relerence o donal Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MITek Industries, Inc. Thu Jul 26 07:23:33 2018 213 II .n�=.. 3x4 = =1:20.2 26.6 3-1-0 6-11-12 11-3-0 2-6-6 Mike 3.11-12 4-3.4 LOADING (ps1) SPACING- 2-0-0 CS1. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(L-) -0.13 6-7 >753 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.21 6-7 >461 240 SCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(CT) 0.08 4 n/a nta BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) -0.12 6-7 >818 240 Weight: 421b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 20 SP No.3 REACTIONS. (Ib/size) 4=139/Mechanical, 7=81/0-11-5, 6=137/Mechanioal Max Horz 7=200(LC 24) Max Uplift 4=-159(LC 8), 7=-846(LC 8). 6=-120(LC 5) Max Gmv 4=139(LC 1), 7=1250(LC 27), 6=215(LC 28) FORCES. fib) - Max CompJMax Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=463/252, 23-374/266 BOT CHORD , 1-7-251/444, 6-7-283/286 ' WEBS 2-7= 983/775, 3-6=-315/312 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudlns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VWt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Ops1; h=15ft; B=451g L=24ft; eave=4ft; Cal. II; F)1 C; Encl., GCpI=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) N/A 3) This truss has been designed for a 10.0 pat bottom chord live load nonconourrent 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 arid any other members. 5) Refer to girder(s) for truss to buss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100In uplift at Joint(s) except Qtdb) 4=159, 7=846, 6=120. 7) 'NAILED' indicates 3-1 Od (0.148•x3') or 2-12d (0.148'x3.25') toe -nails per NDS guldlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 5-8_ 20 Concentrated Loads (to) Vert: 2=156(F=119, 6=37) 11 =28(F) 12-32(B) 13=36(F=35, B=1)14=-16(F=4, B-20) Thomas A. Alban! PE No.39360 ldiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 Job Truss Truss Type . Oily Ply SHOWEW SILVER OAK T14668007 75061 KJPS DIAGONAL HIP GIRDER 1 1 JOD Reference (optional) Gnam0eas 1 russ, mc., ran rmme, rL B.19U 6 Mar 11 Luia MI I eK Inausrlles, mc. I nu Jut zb al:e3:J9 eat b ragu I ID:Ic_EZYQUBKyMP154wpE8c5zQDYM-3kUb?Dam3 W IFxobPH9VXMd49mtlHSnnmjoYFOvyuGlt Scale: 3/4'=I' 2.1212 NAILED 3 NAILED 2X3 2 NAILED NAILED 10 3.5 = a 1 3x4 = 11 12 5 4 NAILED NAILED 3x4 = NAILED NAILED 1-144 4-11-15 a-5-1 _ 0-5-141 ~ 3-1-11 3-5.2 Plate Offsets (X Y).- [1:0-10-13 0-0-71 [1:0-3-0 0-0-41 LOADING (psQ SPACING- 2-0-0 DEL DEFL. In goc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.13 5-9 >772 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.09 5-9 >999 240 BOLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(CT) -0.01 3 rVa n/a BCDL 10.0 Code F8C2017/TPI2014 Matrix -MP Weight: 29lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (fib/size) 1=319/0-11-5, 3=61/Mechanical, 4=159/Mechanioal Max Harz 1=97(LC 4) Max Uplift 1=-551(LC 4), 3= 76(LC 20), 4=-262(LC 4) Max Gmv 1=319(LC 1), 3=64(LC 17), 4=159(LC 1) FORCES. (Ib) -Max CompJMax Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2_ 255/303 BOTCHORD 1-5=-349/230 WEBS 2-5=-255/387 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=Ift; Cat II; Exp C; Encl., GCpi-0.18; MW FRS (directional); cantilever left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonc'oncument with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. _ 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 He uplift at joints) 3 except Qt-lb) 1=551, 4262. 6) 'NAILED' indicates 3-10d (0.148'x3y or 2-12d (0.148x3.25') toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss arenoted as front (F) or back (8). ' LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-3=-54, 4-6=20 Concentrated Loads fib) Vert: 2= O(F=-O, 13 -0) 10=45(F=23, B=23) 11=61(F=31, B=31) 12=26(F=-13, B=-13) Thomas A. Alban! PE No.39360 MiTek USA, Inc. FL Cart 6634 6604 Parke East Blvd. Tampa FL 33610 Date: July 26,201 S ® WARNWG - Vadly deargn Pmametels and READ NOTES ON MISAND UICL UDED MREK R£P£RANCE PAGE MIPT4TJ rev. 1003&015 9EFORE USE aksl�vste.. LL©e MrgIW3CnOcompothe Mnak'dcoeskttr ��• i otrot dlnptl .v.etmustlhgofheappllct= eb i0n Ca rdfeisandproperlykewporate ink tlesl9n Into the overall use,must wdryI applioNyuponpotamerometewn.atdoprlyln &oed MiTek' btrusssystem.Beforeuse,theat rstaNxyondtopovemcibucklkgdlrWMlepers will anxttclrortlmembersoNy. eeneaIguldancereandpeimonenibraclnD hotwo0dequirgthe karicati egWfoge. el;veryaroto and!truss systems se 0.5l-0P and aC51 BugdNp CDmpon�nf Mracing of possdruss sytelseaeraiprolaerNaam�e. For Oer49 and faMrAlbR storage, tlellvery. erection alai bracing of m onap 69D4 Parke East Blvd. N. toes lexon ftV 2231C1DaM, SaNfy.lnformalbinvquado from Truss, Plate lnsaiWe. 21a N. Iqe Sheet. alto 312. AlexorWrlo,VA 22314. Teirya. FL 33610 Job Truss Truss Type r 1, Ply SHOWEW SILVER OAK T74668008 75061 P HIP �(lity i 1 Job Reference (optional Iu run risks, rL e.13U S Mar 11 2U16 MI IeK am. I nu JUI 2U uG23:3b 2U1 a a3 d THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 3.00 FIT 5x8 MT18HS = 4x10 = 3x4 = 5.8 MT18HS W B= 3x4 II Sx6 = 2 26 27 283 4 5 29 .3o 6 31 7 Scale: 3x8 = 3x4 = 4x6 = 3x4 = 4x5 = 6x8 = 3x4 II 3x5 = axe II 3x8 II 140 38s8 tU0 ]90.0 1SSA 1]-0H2 269-B 30.8d 3P2-6 8 1-0.0 6E-0 ]-]d 1-104 9-512 11f-0 6£-0 Plate Offsets(X,Y)-- H:0-0-0,1-8-131 fl:o-2-80-0-21 f4:0-4-OEdgel,(8:0-0-01-8-13] f8:0-4-00-0-21 [10:03-80-3-01 LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (too) 1/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.84 Vert(LL) . 0.80 10-12 >400 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.59 10-12 >547 240 MT18HS 244/190 BOLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) -0.13 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Malnx-MS Weight: 159 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (Ib/size) . 10=1297/0-8-0, 1=1045/0-8-0, 8=511/0-8-0 Max Horz 1=39(LC 11) Max Uplift 10=1585(LC 12), 1=-1262(LC 12), 8=-61 O(LC 12) Max Great 10=1318(LC 21). 1=1045(LC 1). 8=515(LC 22) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc pur ins. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-14, 5-12, 5-10 FORCES. (Ib) - Max. CompJMex. Ten. -All forces 250 (I e) or less except when shown. TOP CHORD 1-2= 2624/4575, 2-3=-2527/4529, 3-5=3312/5919, 5-6= 555/1111, 6-7= 55511111, 7-8= 603/1079 BOT CHORD 1-14=-4329/2504, 12-14=-5760/3312, 10-12=-3631/2220, 9-10= 952/555, 8-9=-949/557 WEBS 2-14=-725/374, 3-14=-998/1443, 3-12=-270/153, 5-12=-2260/1256, 5-10=-1908/2882, 6-10=-406/562 NOTES- 1) Unbalanced roof live loads have been considered for this design. - 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=39f ; eave=5ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-10-4. Intenor(1) 3-10-4 to 7-10-0. Exterior(2) 7-10-0 to 36-3-8, Interior(1) 36-3-8 to 38-6-8 zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces $ MW FRS 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 Pat bottom chord live load nonconcument 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 M-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 100 to uplift at joints) except Qt=lb) 10=1585, 1=1262, 8=610. Thomas A. Albert PE No.39360 MiTek USA, Inc. FL Cart 6634 6204 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 A WARND]G-Vorffy Ceafgnjmmafoom=d REIDNOTES ON MOAND WCLUDEDUREKREPERANGEPAGEM1 7473 rev. 1DAV1015eEFORE USE De89nVt foresee rat camemr bmetloNYupon Pnlomererseles usf'rth bull ofdesignpruamemeandmx oc!phforty9w1v atffils dgcomp Irks a Imsasystem.Beforeugi. I.xDo mtveslyt, yincorporatemsrcay nIntothe ttleemntmustveritytheoPdlca m neroil Bachglntl y. teoncereordring mareni bradng y. is topreveniior,se gofhxlllbleP honal some balway MiTek' e. generalgAccitiona reWr Cndt vAlhposs9d Wa cnd openly age. for the altllo WevenlmcIW Personal MSYMII 6bdcalk stortlforslllvery f uus SB-89l dBCSceredmtleg faGlcolbrt storage, tlellvery, erecfbn and br«hq of lnlssesaW huss sysems. seeANS///pN oua@y CIQeIN, DSR-0g anE LC51 RGlLerg Component Quaty Tarr Parke East Blvd. Sehty6rlorrnalbmvmaWe hen trim Rale Insafute. 218 N. Lee Sheet, SHfe 312 Alexarxld¢ VA22314. Tenge, FL 33610 Job Truss Truss Type r ' • Cyy Ply SHOWEW SILVER OAK T74668009 75061 V4 Valley 1 1 Job Reference o aonal cnamoers truss, no, ran nerce, r� 1 a.lae s Mar n zm 6 Mn eK measures. inc. I nu am zo urZJ.Jo zu to rave , ID:tc_EZYGUBKyMP154wpE8c5zQDYM-07bLQucOb7ZzA6InPaX?R29W RgS1 wi43A5IMSnyuGlr 3x6 = 5.00 FIT 2 3x4 i 3x4 -- 3 Style =1:7.5 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vad(LL) We - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Ved(CT) rVa - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Malriz-P Weight: 10lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. Qb/size) 1=94/4-0-0, 3=94/4-0-0 Max Horz 1=-19(LC 10) Max Uplift 1=-59(LC 12), 3= 59(LC 12) FORCES. fib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst, BCDL=3.OpsQ h=15ft B=45f; L=24ft', eave=lft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 5) ' This Imes has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-&0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at Joint(s)1, 3. ' Thomas A. Alban! PE No.39360 MiTak USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 26,2018 ® WARNING -yerirydes/Snparnmetere end READ NOTES ON THIS ANDINCLUDED MREKREFERANGE PAGEMB747.4rex. IONJ/701S BEFOREUSE Oesgn wild fa use anlyWch Miiel�connecfon. lNsdesign is based only upon parameters sha nantlh for on ksdMduat W:dkrg comporrent net ■■ a buss system. Berate use, Ite Wlldng desgner must verify the appilootAlty of ccolgn p uamefemorW properly 9lcomorate this design Into the overall WOdWdesgn. Br tl glndlcoledlstopfevent Wcldkgoflrxdmlfruswebond/orct dmembemordy. Adllsondtemporaryantlpermanentbradrg _ MiTeW sh7ay arxiproperydamage. a. generalnddarce ffaftV :o1 p LsalwOys re story forstability ores toaeventcdlaps massesDSBdp OIW BC51 Bu0sMD Componanl lately kxr.storage. de0bleierec9on antl bracing ofbussesee bus sectificri,Alexandra 69e4 Parke Eest BNd. Wto31 VA 2231CIOBM, SONfy hlrpnnOfbrpvailable ban in2t Nate institute. 218 N. Ise SfreeL Sulle 312, Plexarxida VA 22314. Tampa, FL 33610 Job Truss Truss Type 4ty Ply SHOWEW SILVER OAK T74668010 75061 V8 Valley 1 1 Job Reference (opkonall GnamOers I runs, mc., ton Pierce, FL 3x4 i 2x3 II 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Jul 26 07:23:06 2018 Page 1 ID:tc_EZYQUBKyMP154wpE8c5zQDYM-07bLOucOb7ZzA6lnPaX?R29QYgSDwhl3A51 MSnyuGlr 2 4 44 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Van(LL) Na - Na 999 TCDL 7.0 Lumber DOL 1.2-9 BC 0.18 Ven(CT) Na - Na 999 BCLL 0.0 ` Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 20 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=118/8-0-0,3=lla/8-0-0,4=248/8-0-0 Max Horz 1=-49(LC 10) Max Uplift 1=-90(LC 12), 3_ 90(LC 12), 4=-122(LC 12) FORCES. (to) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. WEBS 2-4= 1661286 Scale = 1:14.6 3x4 -- PLATES GRIP MT20 244/190 Weight: 24lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 100.0-0 oc bracing. NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15tF 3=4511; L=2411; eave=4ft; Cat. II; Exp C; Encl., GCpI=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and fight exposed ;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) Tins truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3 except Qt=lb) 4=122, Thomas A Albani PE No.39360 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Date: July 26,2018 Q WARNING - ye fydeelgnparamereraend READ NOTES ON Tr US AND WCLUDEOMREKREFERANCEPAGEMO74YJmv. 1000320I5BEFOREUSE Dedgnvdltotuse QWwIth MneMcoaecfob. Msdeskm hbmadoNyupon paanetcisshorn. andkfa On mllvl d burd1W component. not ofnm system. Before use, fine bdidrxldesigner mustve0ly theapplica IN oldesi0n parametersord propetly Incowrate m5ciesgnInto Ins overall bu0dmgdeslgn. Boo hglndicatedistoptevenldl kVollr tv[dualh "band/orchadmemb moNy. Addlloncitempaayondpemianenttxadrg MiTek' Balways y aeproP1pfeaGgIIee. r/idg xerepet lon rand tvdelivery, CdyDQualifyayn etictoiotbFo. storage.Mnsescsa toroge. bracing of systems ANi tudif4 9danndddBaprYcBeU iv Component ml 5904 PrkoEesBlvd. SfoDlhxkryaOtbdng,rtfrom anus PlateImmune. 218 N. Leo sheet, State 312 Alexand4a. VA22314. 33610 ranga,FL Job Truss Truss Type v • City Ply SHOWEW SILVER OAK T14668011 75061 VA Valley 1 1 ' Job Reference (op5onal) k:nambers truss, Inc., Yon Flame, M B.i3u a mar 11 2018 MI I eK mGD5QIe5, Inc. I nu JUI eb ul:2J:Jr zul a rage 1 4x5 = 7 Scale=1:17.4 4 3x4 2x3 11 3x4 J LOADING (psf) SPACING- 2-0.0 C51. DEFL. In (too) I/dell Ud TOLL 20.0 Plate Gdp DOL 1.n TO0.59 Vert(LL) n/a - We 999 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) We - Wa 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.10 HGrz(CT) 0.00 3 We Wa BCDL 10.0 Code FBC2017/rP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=154/11-0-0,3=154/11-0-0,4=398/11-0-0 Max Horz 1=-71(LC 10) Max Uplift 1=-109(LC 12), 3=-109(LC 12), 4=-221(LC 12) Max Gray 1=158(LC 21), 3=158(LC 22), 4=398(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 0b) or less except when shown. WEBS 2-4=-261/351 PLATES GRIP MT20 2441190 Weight: 341b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlms. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psP, BCDL=3.Opsf; h=15f; B=45ft; L=24fL eave=off; Cat. 11; Exp C; Encl., GCpI=0.18; MW FRS (directional) and C-C EMedor(2) 0-8-12 to 3-8-12, Intedor(1) 3-8-12 to 5-6-0. Extedor(2) 5-6.0 to 8.6-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This Ines has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This tmss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) except (jtdb) 1=109, 3=109, 4=221. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: July 26,2018 Q wARNlNG.VedfydexrgnpammeovsaodREAD NOTES ON TNSANDWOLUDESamrSKREFERANCEPAGEM1m-74nJ r2A3A!0150EFORE USE Design valld lasso oNy wllh MJT010 correctors. rMcfeslon Is boleti ott lbn Parameters sfwWn.aW is fa ah Indmdlal bUld-Ix) component. nal a mos system. Before use, fine bdlclW desIxt er most verily the app6cm91N otdeslgn parameters and Propody Incorporate Ihb deWn Into the overall bu0�rg dedOn @ache issdlwtedhbprevent WCNklg of 9ldtvWuol 8us6 web and/or ctwrtl members oNy. Addflonollemporaryandpennarentbr W MiTek' 6 always roquiretl fa stab6ly antl fo prevent mil with possible persorwl hNl'arxl propem/tlmno0e. For Denerarx1doncererxvc xlibe fabric mstoraae.delioW,erecnonand [Woflrusesa tW systemsseeANSUWIICDofdy CROdO.DS949and BCSIBYBdhg Component 69M Parke East Blvd. Tanya. FL 33610 Safetymfosmafbmvallable from Truss Bate Institute. 218 N. Lee Slaver. S lto 312. Alexandra VA 22314. Symbols PLATE LOCATION AND ORIENTATION 3�4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-'44' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. 'Plate location detailsovailableiin MlTek20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section' indicates joint number where bearings occur. Min size shown is' for crushing only. IndustryStandards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing, B�CSI: Building Component Safety Information. Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dlmensions shown Inftrteenths t scal II---yl (Drawings not to scale) JOWTSARE GENERALLYNUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BYEND JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each Joint and embed fully. Knots and wane otjoint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, sae, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing a110 ft. spacing, or less, If no celling Is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable envlronmental, health or performance risks. Consultwith project engineer before use. 19. Review all portions of this design (front, back, wads and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSIM 1 Quality Criteria.