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HomeMy WebLinkAboutTRUSS PAPERWORKLumber design values are in accordance with ANSIfTPI 1 section 6.3 These truss designs rely on lumber values established by others. bk 0 RE: J38104 - J38104-Mathew Callahan-Call.ahan Res. MiTek USA, Inc. Site Information: 6904 �arke East Blvd. T a, FL 33610-4115 Customer Info: Mathew Callahan Project Name: Callahan Res. Model: S U Lot/Block: Subdivision: NNED Address: 504 E. Midway Rd. 13Y City: Ft. Pierce State: FL st"Ludecomly Name Address and License #-ofL Structural Engineer -of Record, If -there is one, for the building. Name: License #: Address: City: State: Gerneral Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show:Special Loading Conditions): Design Code: FBC2017fTP[2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 [All Heigh][I Wind Speed: 170 mph Roof Load: 47.0 psf Floor Load: N/A psf This package includes 53 individual, Truss Ddsign Drawl , ngs and 0 Additional Drawings; With my seal aff iked to this sheet, I hereby-ceriify that I am the TrussDesign Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the-F lorida Board of Professional Engineers Rules. , FILE 00"PY ,No. Seal# Truss Name Date No. Seal# Truss Name Date 1. — T1.7599848 A01 7/15/19 23 T17599870 B14 7/15/19 2 T17599849 A02 .7/15/19 24 T17599871 B15 7/15/19 3 T17599850 A03 7/15/19 25 T17599872 B16 7/ 5/ 9 RECEIVED 4 T17599851 A04. 7/15/19 26 T17599873 B17 7/15/19 5 T17599852 A05 7/15/19 27 T17599874 �B18 7/15/19 -6 T17599853 A06 7/15/19 28 T1 7599875. Ell 9 7/15/19 7- T17599854 A07 7/15/19 29' T17599876 B20 'B21 7/15/19 AUG 0 8 Z019 8 T.17599855 A08 7/15/19 30 T17599877 7/15/19 9 T17599856 10 T17599857 A09G B01. -7/15/19 7/15/19 31 32 T17599878 T17599879 B22G B23G -7/15/19 7/15/19 sT_ Lucie County, Permitting 11 .-T17599858 B02 7/15/19 33 T17599880 C01 7/15/19 '12 T17599859 B03 7/15/19 34 T17599881 - CO2 7/15/19 13 T17599860 B04 7115/19 35' T17599882 CO3 7/15/19 14 T17599861 15 T17599862 B05, B06 7/15/19 7/15/19 36.- 37 T17599883 .T17599884 `T17599885 C05G FG01 7/15/19 7/15/1-9 MIEWED FOR 16 T17599863 B07 7/15/19 38- V4 7/15/19 17 T17599864 BOB 7/15/19 39 - T17599886 VB 7/15119CODE COMPLIANCE -18- T17599865 B09 7/15/19 -40— T17599887, V12 7/15/19. 19 T17599866 BlOG B11 7/15/19 41 T17599888 V16 7/15119 ZLUCIE COUNTY ST2 20, T17599867 7/15/19 42 T17599889 V20 7/15/19 21 T17599868 .22 T17599869 B12 B13 7/15/19 7/15/19 43 44 T17599890 717599891 V24 V24A 7/15/19 -7/15/19 BOCC T6 truss driwing(s) referenced above have been prepared by N&ek USA, Inc., under my direct supervision based on the parameters pr6vided by East Coast Truss. Truss Design Engineer's Name: Finn, Walter. My.license renewal date for the state of Florida ii February 28, 2021 IMPORTANT NOTE: The seal on these truss component designs is a certificatow- that the 6ngineer named is licensed in the ju(isdiction(s) identified andthat the designs comply with ANSI/TPI -1. These designs are based urion parameters ..shown (e.g., loads, supports,dimensions, shapes and design codes), which were given to MiTek or-TRENCO. Any project specific information included1i for MiTek's or' T.RENCO's customers file reference purpose only, and -Was not taken into account in the pteparation of these designs. MiTek or TRENCO has not independently verified the - applii;ability of the design paramelers or the designs for.any particular building. Before use, the building.designer should verity.applicability of design parameters and property , - - incorporate these designs into the overall building design per ANSIrrP1 1, Chapter 2: - No1�� - *1 839 frz '33 -STATE' OF 411 40 4 N Walter R Finn PE No.2283i Mffek USA, Inc. FL Uri 6634 6904 Parke East Blvd., Tampa FL 33610 Data: Finn, Walter July 15,2019 1 of 2 RE: J38104 - J38104-Mathew Callahan -Callahan Res. Site Information: Customer Info: Mathew Callahan Project Name: Callahan Res. Model: LoVBlock: Subdivision: --Address: -504-E—.Midway-Rd-.- City: Ft. Pierce State: FL No. Sea]# - Truss Name -Date 45 T17599892 ZCJ1 ill 5/19 46 T17599893 ZCJ3 7/15/19 47 T17599894 ZCJ5 .7/15/19 48 T17599895 ZEJ6 7/15/19 49 T17599896 ZEJ6A 7/15/19 50 T17599897 ZEJ7 -7/15/19 51 T17599898 ZHJ6 7/15/19 52 T17599899 ZHJ6A 7/15/19 53 T17599900 ZHJ7 .7/15/19 2 of 2. Job Truss Type Qty Ply CallannanSes. SUSS M104 I'l Common 11 1 East Coast Truss, Ft. Pence, FL 24946 Run: 8.240 a May 13 2019 Put 8.240 a May 13 2019 Miffek industries. Inc. Men Jul 15 1411:59 019 Page 1 10:dcy�_Ael uMvnJAuVPWiEjvdWS"IoSBGYETIYWWVFOEIXXdwiz6nJJi5I EgABfoLyxpEE 41� 12�Ll 3 27-74 k 1_1S 1-1. 7-1-12 ,-2-61. = 172.3 5X5 5.00 P-2 &to = 4x6 = U8 = 4c6 = 3xIO = 3x6 11 3xB TRUSS DESIGNED FOR MWFRS ONLY, PER BUILDING DESIGNER REQUEST. TYPICAL IN THIS JOB. L2�'L13 B-0 ?'L7 1 2 Plate Offsets (X,Y)- F10:0-2-2,0-1-D],Fl2D-3-8,D-1-81,[16:0-3-8,0-1-81,119:D-2-8,0-G-121 LOADING (ps) SPACING. 2-0-0 CS1. DEFL. in ftoc) Vdefi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 VerULL) 0.23 16-17 �999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.75 VerUCT) -0.39 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.11 11 n1a n/a BCDL 10.0 Code FBC2017TrPI2014 Matr!X-AS Weight: 209 lb FT = 0% LUNIBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid calling directly applied. WEBS I Row at micipt 4-14. 6-14. 8-12 REACTIONS. (lb/size) 1=1577/0-6-0 (rmn.0-1-14),11=2294/11-6-13 (min.0-2-11) Max Horz 1=.400(LC 6) Max UpIMl1=-S00(LC 8). 1 1�1272(LC 8) FORCES. (lb) - Max. Comp./Manc. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 1-2�3550/1802,2-3=-2756/1420, 3-4�257311432.4-5-1810/1038,5-6-1809/1037, 6-7�16101893,7-8=-17931881.8-9=-6151856 BOTCHORD 1-17=-153113343,16-17�153113343,15-16�102712512,14-15�102712512, 13-14�527/1564.12-13�527/1564,11-12�7091684,9-11=-7091684 WEBS 2-16=870/528, 4-16�1 112A46, 4-14�1 1641691, 5­14�3951767, 6-14�297/189, 6-12�5681430, 8-12�1268/2372. 8-11 �2133/1292 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ABC E 7-10; Vult=1 70mph (3-second gust) Vasd=1 32mph; TCDL=4.2psf. BCDL=3J0psf, h= 1 81t; B=60ft; L=5411t; eave=6ft; Cat 11; Exp C; Encl., GCpi=O.l 8; MWFRS (directional); Cantilever left and night exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree notation about its Center. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcument 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 800 lb uplift at joint I and 1272 Ito uplift at joint 11. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn FE No.22839 IfiTek USA, Inc, le. Carl 6634 69D4 Puke East Blvd. Tampa FL 33610 Data: July 15,2019 ,&WARNING- V.Hfl d.efn Islamelers and READ NOTES ON THIS AND INCLUDED mrEK REFERENCE PAGE &M-7473 I., 10103MOIS BEFORE USE, Design valid for use only with Mireads connections. This design is based! arty upon parameters Steven, and is bran undraidual pending comxvem� net a Dow System. Below Use, Me builong designermust vem" applicabiflU, 0fdogir pammetene and Properly incorporate tis design We Me overall buldiagd.agri. B.d.giMi�edistopmnMW�ingof�dMdualtmnweb�oraodmembomm�y. AddWonaltemporan,aredpernamentbracimg MiTek' is alwas, reluired for abbility and to pwannit collapse wiln pantie personal Injury and property damage. For general guidance regarding Me fabincation. stuage, delrns,. section and becong oftnesses and "as streams, we ANSUTF11 causlity Cohada, DSB49 and BCS1 Bubing Compament 6904 Pines East BIW. Son"hatiormarlon a�i�ble�TmssPigelngkOe.218N.��0,Sufte3lZMennd�.VAM14. Tamca. FL 36610 Job I N WE City Ply J38I�MaVwwCaulehdr­CxJaIvrRex. F-M—SS.. J381 04 1 Job Reference (optional) Earn ­.i n-, ­L —eca. IL J49rs Run: U.,Ao a May 13 2019 part: 8 20 a May 13 2019 ainek, Industries, Inc. Mon Jul 15 14:12:00 2019 pages 1 ID:dqy_Ael uMvnJAuVPWiEjvdyxrSc-YvMUPcZsEBgb8gpcoQ2mA7F8oBfZRZoOuqwcYnyxpED 41� L2_� 2 2 '7_-'%4 -0 ON tu 5112 '-2-9cale = 176.0 5X5 5.03 F12 b Ze4 to 17 15 1 1 13 12 3xS Site; 11 Salo = M US sads = SAID See SrG L2Al2 2'7-�7-'4 Plate Offsets (X,Y)— [1:0-2-2,0-1-01,18:0-0-o,o-o-ai,[11:0-2-2,0-1-01,rl3�0-3-8,0-1-8l,[17:0-3-8,D-1-81,12170-2-8,0-0-121,[23:0-2-8.0-0-121 LOADING psf) SPACING- 2-0-0 CSI. DEFL.' in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.23 17-18 �999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BG 0.75 VenCT) -0.39 17-18 >999 180 SCLL 0.0 Rep Stress Incr YES WB 0.89 Horl 0.10 12 n/a rda BCDL 10.0 Code FBC2017rFP[2014 MatrIX-AS Weight: 214 111 FT = 0% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural mod sheathing directly applied, BOTCHORD 2X4 SP No.2 BOTCHORD Rigid calling directly applied. WEBS 2X4 SP No.3 WEBS 1 Row at midpt 7-15.9-13,5-15 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=229210-6-0 (min. 0-2-11),2=169010-6-0 (min. 0-2-0) Max Horz 2­407(LC 6) Max Upliftl 2�1268(1__C 8), 2�935(1_C 8) FORCES. (lb) - Max. Comp,flilax. Ten. -All forces 250 (11b) or less except when shown. TOPCHORD 2-3�352411747,3-4=-274611405.4-5�256311418.5-6�180611031, 6-7�18104/1031' 7-8�16061888,8-9�1789/876.9-10�615/856 BOTCHORD 2-18�1476/3306.17-18�1476/3306,16-17=-101512504.15-16�1015/2504. 14-15�52211561,13-14�52211561.12-13=-7091684,10-12�7091684 WEBS 6-15�39Gf764,7-15�297/189,7-13=-567/428.9-13=-1263/2369,9-12�2131/1289. 5-15=-11591683, &17=-1011444.3-17�8401484 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--1 70mph (3-second gust) Vasd=l 32migh; TCDL=4.2psf; BCDL=3.Opsf. h= 1 8ft; 13=6011; L=54ft; eave=6ft: Cat. 11; Exp C; Encl., GCpi=O. 18; MWFRS (directional): Cantilever left and fight exposed : end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 Pat bottom chord live load noncencuffent 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 gill fit between the bottom chord and any other Members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1268 lb uplift at joint 12 and 935 111 uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural mod sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Wasi Finn PE 110.22113a MiTek USA, In. FL Cient 0634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ANARNING- Verity design paramerers and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PACE M1,7472 ren, 1011312015 BEFORE USE. Design valid be use onlywith Mmedopcodneagars. Tnis ded, is based only upon parameters shown, and is for an Individual building caractunni% not Dal' a trues, system. Before use, Me brain designer must witty the aplucal of design parameters and properly goor,porate We deugn Into the overall buildIngdesitin. Bracing inacceetf IS to prewait backing at velMdual tudeas web water choul members day. MdAond�mpom�and�meneM�achg WOW Is always refusal far Cabinty and to prevent sollapsewith possible persocal injuryand propertydannarge. Forgerneringumanceregrade,gMe felereation. Storage. delivery, election and trading offressausluxtruse Systems. see ANSVYPII Quality Cratedle, DSB49 and BCSI Building Convenient 6954 Parke East Bled. Safelyincominagon a�bble�TmssM4ein�a�e,218N.L�&m�Sule3l2.Mmndda,VAM14. Tampa. FL 36610 Job TO 55 1 ype City -1 Callahar,Callahan Res, T17599860 J38IN I.' , 1PIY I [W`OTM­�M Job Reference (optional) as, FIL Pierce, FL 34946 RM: U,240 S May 13 2019 Proo 8 2Q a may 13 2019 Mffek befustri a. Inc. Mon Jul 15 14:1Z01 2019 Page 1 ID:dqy_Ael.M�JAuVPWEj�WS�0S.s=aU;�.'smpOeMia?jLoJaby4AOtX7Ugm4EyxpEC 41,50 12'.14 &7-ffi" 40�A L GG -I, 2— i as I-2s Scale=115.0 5 Do F-2 sous= 5X5 = Is 1. 16 1b 13 12 axy ltx4 11 3XIO = Axis SX4 = 3X4 4gl — WE 3A 11 Ses 12-1-: V-_1 Wo 1, G-0 to a­0 1 '1 2:-- NUN I, V L,1-�o I Plate Offsets (X,Y)- 13:0�3-0,Edqel,[6�0-34.0-2-121,18:0-2-15,0.3-71,Fll�0-2-2,0-1-01,Fl3:0-3-8.0-1-BI.Fl87O-3-8,0-1-81.121:0.2-8,0.0.121 LOADING (pst) SPACING. 2-0-0 CS1. DEFL. in (too) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.36 16-18 999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.92 Vert(CT) -0.57 16-18 >735 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.10 12 The 11'al BCDL 10.0 Code FBC2017/rP[2014 Matrix -AS Weight: 217 111 FT = 0% LUMBER- BRACING. TOPCHORD 2X4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid Calling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at inklipt 4-16,7-15.9-13 OTHERS 2x4 SP NITS REACTIONS. (lb/size) 12=229410-6-0 (min. 0-2-11), 1=157710-6-0 (min. 0-1-14) Max Hoa 1�382(1C 6) Max UpliR12=-1272(LC 8), 1 =-800(LC 8) FORCES. (1b) - Max. Comp./Max. Ten. - All forms 250 (lb) or less except when she". TOPCHORD 1-2=-353511794. 2-3�279411450, 3-4�261811453,4.5�186311064,5-6�162011053, 6-7�1851/1058. 7-8�1570/866, 8�9i=17461855, 9-10�612/660 BOTCHORD 1-19=-152313320.18�l9�1523/3320,17-18-1050/2550,16-17�lO50/2550, 15-16=-495/1620,14-15�504/1522,13-14�504/1522.12-13�7141683,10-12�714/683 WEBS 2-18�8091497,4-18�1301457.4-16�I 189/692.5-16�256/502, &15�1111280. 7-15�276/289.7-13--624/458,9.13�124712334,9-12�2124/1283 NOTES. 1) Unbalanced met live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-semnd gust) Vasd=132mph: TCDL=4.2psf; BCDI-=3J0psf:, h=18ft; B=60ft; L=54ft; eave=6ft; Cat. R; Exp C; Encl., GCpi=0.18; MWFRS (directional): Cantilever left and fight exposed ; end verfical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree reunion about its writer. 5) This truss has been designed for a 10.0 psf bottom chord live load noncioncurrent 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-M Wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1272 go uplift at joint 12 and 800 Ila uplift at joint 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn PE No.22833 Wrote USA, Inc. Fl- Can 6634 6904 Parke East Elvd. Tampa FIL 33610 Data: July 15,2019 A WARNING - Venly design p,raurnol— and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE 1411-74T3 r, IOAD/2015 BEFORE USE Design vVid for use only with MiTWD cournecrods. This design is based only Oman paragrefers crown. and is far an indiodUal building comporeM net a truse argon. Before use, " onlalm, designer Mug verify me applicateRy Of design parameters and PrOperly incerpoess, gas design rate me marall buildingdeciiin. BrocIng indicated isto prewrit cuctfing, ofindhodual truss web andrar chOrd Members amly. Mnalosmaltempre"xiMeramentlawaing M!Tek' is always required an stabigy and to prawal conapsowun Possbie personal injury and xOperty damage. Forgenerattardanceregarden,the fabroMOn. conage, deffiver, election and bracing oftruMes and mass systems, sce ANSIVI qualify Cdamr., DSB49 it SCSI Building ConabIvent signs Peds i Blvd Sawasylb'donamen a�itabWftmTmssRWein�0e,218N.�e&reM,SuKe3l2.Ruand�.VA=14. Tamp, FL, SIMIO Job "Oes' Man I ype Lity My 381 04�lddtlhewv Cafflarram-Cafflahan Res. J38104 Hip 1 Job Reference (anional) 14?_8 Soal.=1:732 5XS 5X6 4 28 5 1. 17 15 14 12 11 3x6 2x4 U4 4A U4 3dl 4A5 3xa &Z 11 34 23�0 28-1M SA-s-a 3sga 40�0 Plate Offsets (X,Y)— [4:0.5-12,0-2-81,[100-2-2,0-1-01�112�0-3-8,0-1-8l.T2O*O-2-8,G-D-121 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (too) Wall Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 115 TC 0.53 VerULL) 0.22 17 �999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.73 VertUCT) -0.35 15-17 �999 180 BCLL 0.0 Rep Stress Ina YES WB 0.91 Hori(CT) 0.11 11 n1a n/a BCDL 10.0 Code FBC2017rrPI2014 Malrix-AS Weight: 220 111 FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Itursize) 1=157710-6-0 (min. 0.1-14). 11=2294/0-" (min. 0-2-11) Max Horz 1=.344(LC 6) Max Upftftl�800LC 8). 11�1272(!C 8) BRACING. TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midipt 3-15,4-14 FORCES. Qb) - Max. Comp./Max. Ten. - All forbes 250 (lb) or less except when shown. TOPCHORD 1-2=-352811790, 2-3�2864/1493,3-4�2118/1186,4-28�1640/1027,5-28�164011027, 5-6=-1858/1041, 6-7=-1462f792,7-8�16121783,8-9=-627/875 BOTCHORD 1-18�151713380,17-18=-1517/3380,16-17�109812689,15-16�109812689. 15-29=-65811964,14-29=-65811964.13-14=-448/1409,12-13=448/14ag, 11-12�7301`700, 9-111�7301700 WEBS 2-17�7391448,3�15=-9371565,4-15�3111756,4-14--521/219,5.14�821331. 6-14=-1811349, 8-12�1228/2284, 8-11=-214011281. 3-117�1221387, 6-112�7061481 NOTES. 1) Unbalancied roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=1 70mph (3-second gust) Vasd= I 32mph; TCDL=4.2psf; ECDL=3.Opsf, hml 8ft; B=60ft; L=54ft; eave=611; Cat. 11; Exp C; Encl., GCpr=0. 18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and Tight exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its Center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * Th is truss has been designed for a live load of 20.Opsf on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-G-0 wide will In between the bottom chord and any other members, With SCOL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 800 111 uplift at joint I and 1272 Ild uplift at joint 11. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1 1Z' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn PE No12839 Urrok USA, Inc. Fl. Cod 6634 6804 Parke East Blvd. Tampa FL 33610 Date: July 16,2019 AWARNING. Vafif, d.si,. rA..I. and READ NOTES ON PAS AND INCLUDED ATITEK REFERENCE PAGE Ull-7473 M� 1010312015 BEFORE USE Design vaid nor use antywith MITT04) connect0m. This design is based orly u,onparameters shown. and is Wan indwintual huildin, component. nor aMuSSSyNi Beflue Use, to budding designer mud vandyflue applicabilty otdeop parameters and property innomposide MIS design into the overall buddringdeagn. grading indiasted isto prevent btudwing drindividual truss web andfor chord members only. Additional temporary and permared Seeing MiTeW 15 alwayS Mdred fidstabilay and to praeurd Collapse with possible personal rjury and property damage. ForgeneraIguMarxeregandingthe Md=ion,Momge.derin�,em�onmdbmdngdtms�s altrusseystems,see ANSIVITY! Quality Caranda, DSEE99 and SCSI Building Condparrear on SAINHYInforshatiOn a�OblO�TMSP190ingkWe.218N.L.R�e.Suft.312.9.dd�.VAM14. 6934 Parke East Blvd Tom,.. a 36610 Job S IOU S type �"Y ely T17699852 J38104 Pas Hip I Job Reference (option.11 East Coast TrMss, Ft Pierm, � 34946 Run: 8.240 a May 13 2019 P" 8,240 a May 13 2019 MflW, Indusnes, Us Mon Jul 15 14:12:03 2019 Page I ID:dqy_Ael uM�nJAuVPVViEjvdy&S�yU2cidbkX62A?7YBT8cToltgZPd�vEqbo9$96YXPEA 41� 10-2-6 15�0 10 1� :2 1-24 Scale, - 1:73.2 SX5 = 3A = 5x5 = 1 26 5 27 6 34 �5 4x6 = 3XS = 54 3X8 4x6 We 2� 10i Plate Offsets (X,Y)- f3:0-3-4,0-1-8l,rlO:N2-2,0-1-01.111:0-2-8,0-3-al,rlB:0-2-8.0-0-121 LOADING (pso SPACING. 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.38 13-14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.98 Vert(CT) -0.57 13-14 >734 180 BCLL 0.0 Rep Stress Incr YES WS 0.91 Hoa(CT) 0.12 11 n1a 11a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 211 lb FT = 0% LUMBER- BRACING - TOP CHORE) 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid Calling directly applied. WEBS 2x4 SP No.3 WEBS I Row at midipt 7-11 OTHERS 2x4 SP No.3 REACTIONS. All bearings 5-6-0 except (#=length) 1 =0-6-0. (1b) - Max Horz 1=-306(LC 6) Mu Uplift All uplift 100 Us or less at joint(s) 9 except 1�8112([_C 8). 11-1 186(LC 8), 9�257(!_C 17) Mari All reactions 250 lb or less atjoint(s) 9 except 1=1569(LC 1). 1 1=2352(LC 1). 11=2352(LC 1) FORCES. (lb) - Mos. Comp./Max. Ten. -All forces 250 (Ils) or less except when shown. TOPCHORD 11-2�354311795. 2-3�354711936, 34�233911314,4-26�210311270' 5-26-2103/1270, 5­27�11620111024, 6­27�162011024, 6-7�1818/1048.7-8�316/967,8-9=-4641978 BOTCHORD 1-16�151913309,15-16=-118912680,14-15�1189/2680,14�28=-8O3t2Ol3, 28-29=-60312013,13-29=.803/2013,12-13=-461/1180,11-12=461/1180,9-1 lz:�8281550 WEBS 2-16=-385/325, 3-14=-724/502,4-14�2541536,5-14--134/278,5-13-7491382, 6-13�147/358.7-13�139/686,8-11=-4431345.3-16=-4371831, 7-11�2655/11338 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=l 70mph (3-second gust) Vasd=1 32mph: TCDL=4.2pst, BCDL=3.Opsf; h=1 Bit; 8=60ft; L=54ft; eave=6ft; Cat. 11; Exis C: Encl., GCpi=O. 18; MWFRS (directional); Cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconclument with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, With BCDL = 10.0parf. 7) Provide mechanical Connection (by others) of truss to beading plate capable of Withstanding 100 lb uplift at joint(s) except (V-lb) 1=812, 11=1186,9=257.9=257. 8) This truss design requires that a minimum of 7116'structural mad sheathing be applied directly to the top chord and IIZ'gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn PE No.221139 MiTak USA, Ine. FL Cad 6034 SSW Parke East Blvd. Tampa FL 33610 Date: July 15,2019 AWARNING Vefiflaftsi,,,�,�..Mrs AndREAD NOrES ON THUS ASO INCLUOED XVTEX a6F6R6NC8 PAG8 AIII-7473 r, 10,03aO15 BUORE USE. Design valid blues o*wn fififirelds sonvestois. This cause is based orty Upon ammosems snoem, and is foran MaMdual buitefing componamc net a truss system Before use. Me burning desegow must venlythea.pplicabilinyf desk, panneaters and piopery M.Wrous this d.M,n infl.th. ...11 buildingdoem. Bmdngindi��13topmw���gof�diA�altmssweban&or�oMmeftemonty. AdogionalenommayandpennivenottsaoMg M!Tek7 Fix,en.miguichmoo.g.efin,fln. fabdw�on.Uo;w,e.dehwq,emWonwdbradMoftmsosaM�sss��em.m ANSNP110i Quality Coined., DSBJ89 Mad Bear Building component 69OA1 Parap Eant Sival. Wo9yinform on Available MatTrussipate Insi 218N. Us Samet, SuM312, Alexandra.VAZZ314. Tampe.Fl. 366110 4 Job Truss I We- -QtY -jPIY Res. n T17599853 JOB 104 ADS I I I =11alve ------ .. . .... , -W-1 .. 1dr. I ID:dqy_AW1 M�nJAuVPWEjvdy�S�yU2cldbkX6��;i��BTBcToltdRPdp�pqbo9sg6yxpEA 41� L7V 22i- P" L;V_ g.g' 5,01 2.4 5,d] 5.00 F12 3 25 4 26 5 1. 1. 12 10 9 Ses U4 11 4� ass 3X4 2.4 34 3x4 = 44 = LOADING (pso SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017[TP12014 CS1. TC 0.72 BC 0.97 W13 0.81 Matrix -AS DEFL. in (foe) Vdefi L/d Vert(LL) 0.42 12 �999 240 Vert(CT) -0.65 12-14 >737 180 Hom(CT) 0.22 7 DIG A PLATES GRIP MT20 2441190 Weight: 203 Ito FT=O% LUMBER. BRACING. TOPCHORD 2x4 BIG No.2 TOPCHORD Structural wood sheathing directly applied. BOTCHORD 2X4 SP No.2 BOTCHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 20 SP No.3 REACTIONS. (Iblisize) 1=1878/0-6-0 (min. 0-2-3),7=199310-&O (min.0-2-6) Max Horz 1�268(!_C 6) Mu Ulglftl�967(!_C 8). 7-1105(LC 8) FORCES. (lb) - Max. CompdMax. Ten. -All forces 250 (Ilb) or less except when shown. TOPCHORD 1-2=-417512153, 2-3=-3398/1814,3.25=-350911976.4-25�3509/1976. 4-26�3509/1976. 5-26=-350911976,5.6=-3393/1806, 6­7=416712117 BOTCHORD 1-15�182913801,14-15�182913801,13-14�134413062,12-13-1344/3062. 11-12�133713057, 10-11�1337/3057.9-10-1792/3775,7-9�179213775 WEBS 2.15=01262, 2-14-8921538, 3-14�183/500, 3-12=-2921787, 4-12=-5761409, 5-12-3011792,5-10=-172/494,6.10=�87ii5O5,6-9=0/260 NOTES- 1) Unbalanced rool live loads have been Considered for this design. 2) Wn&ASCE 7-10;Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft: B=60ft: L=54ft; eave=6ft: Cat. II: Exis C: Encl., GCpi=0.18; MWFRS (directional): Cantilever left and right exposed: end vertical left and right "posed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding, 4) Plates checked for a plus or minus 0 degree rotation about its Center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) * This truss has been designed for a live load of 20.0ps! 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 IS uplift at joint(s) except Ot=lb) 1 =967, 7=1 105. 8) This truss design requires that a minimum of 7116- structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn PE No.22833 MiTek IJSA� Inc. FL can 6634 BOW Parke East Blvd. Tampa FL 33141) Data: July 15,2019 AWARKING - V�drydeslt,,-mefe,s andREAD NOTES ON THIS AND INCLUDED AVTEX REFERENCE PAGE AXI-7473 �. IdDM015 BEFORE USE, DiddIfevalld %ru"On�IWMMTOM=n�m.nisde�igftisbasW onYtvanparematers smear. ad 15forad Individual Wilding compseed. W atrusItSystent. Beftes USe.0to telling designer must verbthO epplimebUitymcled, deodresterSard properlyhoordmethf,d,s, de,the.rill b.11dingd.sIgn. Siac[rIg medicated is to oneWett building of imfiedual Dead Web andior Client members only. Addiftional temporary and penradent brateg, Wel( 1, IW4. re'Umed for Stability and to prevent oclapse With posabla Didenal sjur, and propedy damage. For general uldaree regarifirg Me faidention. storage, deNeol. erection and bmdng of tresses and nuss systaters. See ANSMII Otally Cifterks DS849 and SCSI Building Component Saftylaftentaffant a�i�bleftmTmssMWeinMdWo,21$N.�e�et.�fte3l2.Ne�dU,VAM14. 69041 Paree East 3W. Taters., R 36610 Job was I ype Callahan -Callahan Res. T17599BU I PIGS J381N I I.' p IJ36104-Matheed Job Reference fooforall Ina. -, IL 11 a.- `D4L8 t'61_21 1 W4 500 FIT 2', a4 6 Sa5 = ..n: a.za. , 3X4 = 3x4 = 56 Sao 631 7 17 16 15 14 13 12 11 34-- 2.4 3x8 = 3XBM18SHS 3X4 axe Ml8SHS = 3X8 2X4 axis i !Vl! i IM;70 i i Wo_� W, I 19A? ---i 1-2-8 Sale = 1 77.4 Plate Offsets (X.Y)- rl�0-2-2.0-1-01,FlOD-2-2,0-1-01.120:D-2-8.0-0-121,[2270-2-8.GO-l21 LOADING (psQ SPACING. 2-0-0 CSL DEFL. in (loc) Udeff Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.49 14 >989 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 1.00 Vert(CT) -0.80 12-14 >601 180 M18SHS 2"190 BCLL 0.0 Rep Stress Ina YES WB 0.44 Hom(CT) 0.24 9 n/a n1a BCDL 10.0 Code FBC2017fTP12014 Mal Weight: 204 to FT = 0% LUMBER- BRACING. TOPCHORD 2x4 SO No.2 TOPCHORD Structural wood sheathing directly applied. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied. WEBS 2X4 SP No.3 WEBS I Row at ill 5-16.6-12 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=199110-6-0 (m1n.0-2-6).9=1991/0-6-0 (min. G-2-6) Mass HOD: 2�237(LC 6) Max Uplil 102(LC 8),9�1 102(LC 8) FORCES. (fts) -Max. CoartalMax. Ten. -AU forces 250 (11b) or less except when shown. TOP CHORD 2-3=-4210/2137,34=3611/1894,4-30�329411820.5-30=-3294/1820.5-6�4045/2187. 6-31�329411820.7-31=-3294/1820,7-8-3611/1894.8-9=-4210/2137 BOTCHORD 2-117�11821/3823, 16-17-182113823,15-16=185713986,14-15�1857/3986, 13�14=-185713986.12-13�1857/3986,11-12�182lr3823, 9.11=:w1821/3823 WEBS ZA6�6791402, 4-16=4351963. 5-16�10421492, 6­12�110421492. 7-12=-4351963, B-12-6801402 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=l 70mph (3�sexxgncl gust) Vasd=1 32mph; TCDL=4.2psf, BCDL=3.0psf, tract 80; B=60ft; L=5411; eave=6ft; Cat. 11; Exp C; Encl., GCpi=G.l 8; MWFRS (directional); Cantilever left and fight exposed ; end vertical left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pordfing. 4) All plates am MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree mudlon about Us center- 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by othens) of truss to bearing plate Capable of withstanding 100 do uplift at joint(s) except T=lb) 2=1 102, 9=1102. 9) This truss design requires that a minimum of 711 S" structural mod sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn RE No.22839 Mj'Tek USA, Inc Fl. Carl 6834 UN Phalke East Blvd. Tampa FL 33610 Debt: July 15,2019 WARNING - rify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE RABE sal-7412 re� I0V3r?0IS BEFORE USE. Design valial for use only wM Mittel extracts. This design is based any Upon parameters shown, and is had an Indledual thifflon, camlarracK mat a thus Welser. Before use. Me bugging des[aher must veaffy Und, appifisabiny of dedip parameters and pmperly maxporafte Mis design Wo Me eadmill bufforgaisigh. Building indicated is to prevent bucdcg od indirAdual page web original members only. Mdwonww�mqa�dN�an.�W�ng MiTek' Is alawsys Multed rer sumilly and to produst tailspin with possible personal hur,and preperty damage. Forgeneralgaidampereggrafingthe tabn�w.Morage.deMq,emdicnwdbradngV���..�nd�s,,g��.,.. ANSVDNI Quality Chroada, DS"9 and BCSI Building Contained, 690,11 Fail East Bled. WCV�� nufflablefidenTrusslelaselnuMpte. 218N. Lee Street,Sual,312,AJecandua. VAM14. Tampa. R 36610 I pass I ype City Ply Res. P0.1 T17699855 I Ps" I Hip 1 I �J381�MaMm�flaha�CaHahan Job Reference (onfianni) Bad Cessal Truss. Ft Plates, H_ Mass Run:8,240s May 132019PAV1,11,240SM" 132019hiffellindustries, Ine. M.J.11514:12052019 Pagel IRdqy_Ael UM�nJAuVPWEjvdyxrS�vs9NSJcL3j[uEMZbZextAyl cCKv6tZ726ezD?yxpE8 27 L�2 2 4W 14 �f 1 Z_ - t __� M. RM4 I Wg WN9 2711 TV .714 W 1.24 1:77.6 2s a4 ad 11 soo F1_2 SIB 3X4 4h6 = SX8 4 5 6 7 8 E mpmaa ols 3A = 17 16 15 gad, 6A WE = gate 14 13 3,18 =,, W3 = 12 3x4 :4 11 Do IF 11 Plate Offsets (X,Y)- rl:0-2-2,0-1-01,12:D-5-2,Ednel.[4:0-5-12.0-2-8i,r6G-M.Edqel,18:0-5-12,0-2-8l,r10:0-5-2,Edgel,ill:0-2-2,0-1-01,[20:0-2-8,GD-121,122:0-2-8.0-0-121 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 125 TC 0.48 Ved(LIL) 0.53 14-15 �909 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.33 BC 0.96 Vert(CT) -0.83 14-15 ,575 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.24 10 hie due BCDL 10.0 Code FBC2017[rP[2014 Matnx-AS Weight: 203 Me FT = 0% LUMBER- TOPCHORD 2x4 SO NO.2 *Except* 4-6,6-8: 2x4 SO 270OF 2.2E BOTCHORD 2x4 SO No.2 *Except' 13-16:2x4 BID No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SO No.3 REACTIONS. (Ithisize) 2=199110-6-0 (min, O�2-6), 10=1991/0-6-0 (min. 0.2-6) Malt Hori 7) Malta Ulplffl:2�1 102(LC 8). 110�1 102(LC 8) BRACING. TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid wiling directly applied. WEBS I Row at midpt 4-15.8-14 FORCES. (Ild) - Mass. Comp./Mar. Ten. -All forces 250 (Ild) or less except when shown. TOPCHORD 2-3=-4212/2181. 3-4w-3844/1990,4-5�4870/2616,5-6=-4872/2616, 6-7=487=616, 7.8=-4872/2616. 8­9�384411990. 9-10=-421212181 BOTCHORD 2-17=-187013850, lr,17=-1600/3511.15-16=-160013511,14-15�231914870. 13-14-1600/3510,12-13�160013510,10-12�187ot385O WEBS 3-17=-442/297,4-17-711393,4-15�80811672,5-15�6261412.7-14�570/412, 8-14=-809/1675.8-12=-71/393:9-12�4431297 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wnd: ASCE 7-10; Vuft=l 70mph (3-secand gust) Vasd=132mph; TCDL=4.2psf: BCDL=3.Opsf; h=18ft; B=60ft; L=54ft; eave=6ft; Cat fl: Exp C; Encl., GCpi=0.18; MWFRS (directional): Cantilever left and right exposed : end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its winter. 5) This truss has been designed for a 10.0 pal bottom chord live load nonconcuff ant with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf an 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 whinstanding 100 lb uplift at joint(s) except jt=ftd) 2=1 102, 1 0=1 102. 8) This truss design requires that a minimum of 7116" structural mod sheathing be applied directly to the top chord and 112" gypsum sheentrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn BE No.22839 III ftell USA, In.. FL Cod 6634 6904 Parke East SIVIL Tampa 19. 33610 Dard: July 15,2019 A WARNING -Verin, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE &111.7473 ms� 1"212015 BEFORE USE. Design valid forusto antly win Mmelds sanneCtors. this design Is based! only upon parameters shawar, and is heart Individual buIdng A"oned, me lot a must systoom. Seem, use, are building seemed must verily the appyallifty of design parameters land prop" inear,gaus WS design Into up overall buildingdosign. BMCImg indicated is to prevent ateckling aidervidual truss web andfor Cod members only. Material temporary 8W petroleums brading MiTeW Is always raquind An lossaildy and to presents collapso writ Possible personal injuryinal Property damage, Forgenamigusearceregardin,the tabd�on,�orage.deMq,emdionmdbmdngd�s�saM"sSqgem3.�e AMSVIRTI Quality Cri DSB49 And SCSI Building Component 69041 Parkes East Blvd. Saffeetheloaryoullon a�Uble�TmSSRMofnWVe.218N.Ln�d,�de3lZA�d�.VA=14. Tampa. FL MID Job a Tpu S Type Q y Ply J381�wdhare Ca iahamCaHahan Res. Pas T176911i J38104 G Hip older 11 2 Job Reference (optional) 2 nuo..- 'a'. . IDTdqY_A1I uMvnJAuVPWiEjvdprS�FH7t?eFbLY,Uklyi-gPyb2l8O5bajVQV074ityxpE6 W14 aft;L2 M 364Z4 404,8 M Y22-22 To a 6-12 EF14 �.-z I 3�14 0," 1 1-2-8 Soale = T77A 5SIOMISSHS = �4 H 5x1OM188HS 5AO [1-2 U4 3X8N118SHS 3X4 = 4 34 35 536 37 38 39 40 6 7 41 42 843 44 45 46 9 2X4 Em.- 2 'I 21 20 47 48 19 19 50 51 52 17 53 54 55 16 IS 57 58 14 13 3AS ZS1 11 U4 4XBMlnHS 3.8 Sag U4 2x4 11 3.8 = 4X8M1BSHS 3xB = 11 X4 11 2 4 20-0-0 2 W22 40-0-0 a'a' 1 0 1 - I B's' f T 114 HH W4 &5�2 �;�;N 174 .12 N�l 42 1 Plate Offsets (X,Y)- [1:G-2-2,G.1-0].[4:0-7-12.0-2-81,[9:0-7-12,0�2-8],112:0-2-2.0-1-01,[15:0-3-8,0-1-8],[16:G-3-6,0-0-01.118:G-3-6,G-Ml.[19:0-3-8.0-1-81,124:0-2-8.0-0-12], LOADING (psl) SPACING. 2-0-0 CS1 ' DEFL. in (too) Idell Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.80 Vert(U-) 0.81 17 �595 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.53 Vert(CT) -1.10 15-17 �437 180 M18SHS 244/190 BOLL 0.0 Rep Stress Ina NO WB OS9 Horz(CT) 0.20 11 rVa n1a BCOL 10.0 Code FBC2017rrPI2014 MatrIX-MS Weight: 409 Its FT=O% LUMBER- BRACING - TOP CHORD 2x4 SO No.2 *Excepr TOPCHORD Structural wood sheathing directly applied or 3-ID-7 Go purtins. 4-7.7-9: 2x4 SP 270OF 2.21E BOTCHORD Rigid calling directly applied or 6-11-3 Go bracing. BOTCHORD ZX4 SP 270OF 2.2E WEBS 2x4 SP No.3 OTHERS 2X4 SP No.3 REACTIONS. (golsize) 2=3960/0-6-0 (min. 0-1-10). 1 1=396laM (min. 0-1-10) Max Hoa2=162(LC 24) Max Uplff!2�2356(!-C 8), 11-2356(LC 8) FORCES. (lb) - Mass. Comp./Max. Ten. - All forms 250 (lb) or less except when shown. TOP CHORE) 2-3�912&5248, 3.4=-9119/5323, 4-34�1291917620. 34-35=-1291917620. 35�36=-112919l`7620. 5.36-12919/7620. 5.37=1431418430, 37-38�1431418430. 38-39=-14314/8430. 39-40-1431418430. 640�1431418430, 6-7-14314/8430, 7-41=-14314/8430,4142�14314/8430.42-43�1431418430,8-43�14314/a430. 8-44�1292217622, 44-45�12922i"7622, 45-46�1 2922f7622, 9-46�129221`7622, 9-10�9120/5324. 110-11=�912715249 BOTCHORD 2-21mA706/8361, 20-21 =-4706/8361. 20-47=-473518442, 47-48�4735/8442. 48-49=-4735/8442,19-49�4735/8442.18-19�7375112919,18-50�7375112919. 50-51�7375112919,51-52�7375112919.17-52�7375/12919.17-53�7378/12922, 53-54�7378112922. 54-55�7378/12922, 16-55�7378/12922,16-16=-7378112922, 15-56�4736/8443, 56-57=-473618443,57�58�473618443,14-58=-4736/a443. 13-14=-4707/8362,11-13=-470718362 WEBS 3-20=-463(448,4.20�259r724,4-19�289614972, 5-19�171311203, 5-17�89211589, 6.17-934/736,8-17=-889/1586, B-15�171311204,9-15�289814974.9-14�2591725. 10-14�4641448 NOTES- 1) 2-ply truss to be connected together with 1 Ed (0.1311'�(Y) nails as follows: Top chords connected as follows: 2x4 - 1 now at 0-7-0 Go. Bottom chords Connected as follows: 2x4 - I row at 0-M oc. Webs Connected as follows: 2x4 - I row at 0-9-0 Go. 2) All loads am cansidemd equally applied to all plies, except R noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply cannections have been provided to distribute only loads noted as (F) or E), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. Walter P. Finn PE No.22839 4) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Upsf; hzl8ft; B=6011; L=54ft; eavez6ft; Cat. 11; MIT& USA, Inc. Fl- Cod 6634 Elp C; Encl., GCpi=O. I S; MWFRS (directional); Cantilever left and fight exposed ; end vertical left and Fight exposed; Lumber DOLml.60 6904 Forks, East Blvd. Tampa FIL 33611) plate grip DOL=1.60 Date: 5) Provide adequate drainage to prevent water ponding. July 15,2019 jilr"gW"96�0 plates unless otherwise indicated. A WARNING - V.,it, Solid. aramcl� and READ NOTES ON TMS AND INCLUDED Aln'59 REFERENCE PAGE AWI-7473 re%, 1&0312015 BEFORE USE. Design void Toruse oideavifts MilreloOtnonestors. This design IS based only won possometers omens, and is fares individual laundflo, complement not ft 12 a Dust stem. Befor, Use, the tuiTding doolgoormustvand,%e applitablIty of deep paramount and properly nwrportits Mis deep moute mossai bwldhgdesNn. Bme�giMi�Mistop��buWngofindM�altmnWebanNorcho�membemwty. AdditionaltmoporaqwIdpeonnannateacing MiTek* is Toners Totaled for stability and to prevent callopse with posalible personal InSov, and property damage. For gonend position, regarding Me falmoallon, Bonds, delive, onectimt and onacing d comes and Mass systems, see ANS�11 Quality CrHoda, DSS-89 and SCSI Building Component Gass Parke East BlA1. Soldlyinformothoot a�te�Tm&sPIMetn�Oe.218N.�oUrect,�Xe3lZA�dft.VAM314. Tampa. R 36610 Job I was I ype ty, 4-mathem Caliahad-Calla"a Res. Pas T17599856 .3810d, IJ, Girder IQ 1ply 1 2 [3o8blaRefferranxby (optimal) "G� C..ni Kna: am a may ; 6 ZUI9 Paid: 11.240 5 may 13 2019 Wei, adastd". .. Man JvI 15 14:12,07 2019 Page 2 NOTES- D:dql�AeluMvnJAuVPWiEj�yxrSwFH71?.FbLY.Uk.,LgPyb2l8O5bajVOV074[tyxpE6 7) Plates checked for a plus or minus 0 degree rotation about Its Center. 8) This truss has been designed for a 10.0 par bottom chord live load nonconctmont with any other live loads. 9) * 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 othermembers. 10) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 111 uplift at joint(s) except (jt=lb) 2=2356, 11 =2356. 11) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 345 111 dam and 385 111 up at 7-M. 189 lb dam and 199 111 up at 9-0-12, 189 111 down and 199 111 up at 11 -0-12, 189 lb dam and 199 111 up at 13�V 2. 189 111 down and 199 111 up at 1 5-D-1 2, 189 lb down and 199 111 up at 17-0-12, 189 111 dam and 199 111 up at 19.0-12, 189 111 down and 199 [b up at 20-11-4, 189 111 dam and 199 111 up at 22-11-4. 189 lb dam and 199 111 up at 24-11-4. 189 lb dam and 199 111 up at 26-11-4, 189 111 dam and 199 111 up at 28-114, and 189 111 dam and 199 lb up at 30-11-4, and 345 lb dam and 385 lb up at 33-0-0 on top chord, and 435 111 down and 247 lb upal 7-0-0,801bdomand27[bupat 9-0-12,801bdomand271bupat 11-0-12,801bdown and 271bupat 13-0�12,8011adommand271buipat 15-G-12,801bdomand 271bupat 17.0-12,801bdomand271bupat 19-0-12,801bilomand2711buipat 20-114,80[bdomand27[bupat 22-11-4,80]bdomand271bupat 24-114.8011b domand271bupat 26-114.80fibcommand2711oupat 28-11-4.and8Olbdomand271bupat 30�11-4,and435l1bdomand247lbupa1: 32-11-4on bottom chord. The designIselection of such Connection device(s) is the responsibility of others. LOADCASE(S) Standard- 1) Dead + Roof Live (balanced): Lumber Increase=I.33, Plate Increase:=1.25 Uniforin Loads (pit) Van: 14-74, 4-9�74. 9-12�74.28-31=-20 Concentrated Loads (lb) Vert 4�214fl 7-153(F) 9=214(F) 20=435(F) 14=435(F) 34�153fl 35=-153(F) 36�153fl 37�153(F) 39-153(F) 40�153fl 41 �153(F) 43�1 53(F) 44=-153(F) 45�153fl 46�153fl 47�67(1`) 48=-67(F) 49=-67(F) 50=-67(F) 51 =-67(F) 52�67(F) 53�67fl 54=-67(F) 55=-67(F) 56�67(1e) 57=-67(F) 58=-67(F) WARNING - WIM, d.s,,d b.—mrs and READ NO rES ON THIS AND INCLUDED MITEX REFERENCE PAGE Add-7473je, 101MO15 BEFORE USE. Design vWkI W use on0isfilh Mesa, connebods. nis design is based buy Upon ..Ms. smiam. and I. for an indvid..1 Inaiding I.,n..L ms Sal' a mass system Estate use, Me NAOMI; designer must verify Me appsIassiffly of desvp premiers and property imoarbodd. ml. deep Into me ow.11 bisidingdesign. among Indeasted is to parneet WWng 0 [ndmidual truss web Water simed Members only. MaTronal temporary and permanent macha M!Tek* I..vd,.meuImd far stablMy ad an p..M WR.,. M pausIble pensmal Injury and praperty damage. Fmrgeremiguldanceregablingthe f.bd�.n.g..g..d.Weq.eMdTOn�dbraeqor�swsaM"sssymems.me ANSWPH Quality Ciftede, DSB49 and SM Building Comp0merd Saddayinforeurfave a�i�b%ftmTmssRWelnW�e.218N.��e,SOe3lZAe��,VAM14. 6904 Pans Eadl BIA1. Tampa. FL. 36610 job I ype .381�wdenaCauhanCanahan Res. T17599857 lQty IP(y , Job Reference (optional) I ass". 11 11 Run: 8.240 a May 13 2019 Part, 6,240 . May 13 N 19 lard), Indianian. I n 0. Me a Jul 15 14:12:0 8 2019 Page 1 ID:dqy_Ael uMvnJAuVPWEjvdyxrSc�JRfV4LftMegT5uR8GhCeVpaT8QMyJC3Zk4sdqKyxpE5 30-44 12-7-14 IA 1 4-1.123 7-9�2 LIOW2' V.2 3x4 5x5 = 1-2-8 Side , 1;61.0 34 11 3X8 = 5X5 = 1.4 ft sad = L� 1-10 Plate Offsets (X,Y)- FS:0.2-2,0-0-81,110 0-2-8,0-3-01, F114�0�240-0-81 LOADING (psq SPACING- 2-D-0 CS1. DEFL. in (loc) Ydefl Ud PLATES GRIP TCLL 30.0 Plate Gnp DOL 1.25 TC 0.78 Verfil-L) 0.21 918 �999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.85 Vert(CT) -0.37 9-18 >929 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Hom(CT) 0.08 7 ri File BCDIL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 182 lb FT = 0% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4SPNo.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=1458/04-0 (min. 0-11-13),7ml,159ID-6-0 (min. 0-1-12) Max Horz 12=-688(LC 8) Max UpIA12=-935(LC 8), 7�718(!-C 8) Max Grav 12=1562(LC 14),7=1492(LC 14) BRACING- TOPCHORD Structure] wood sheathing directly applied, except end verticals. BOTCHORD Rigid calling directly applied. WEBS I Raw at Tricot 2-12,2-11. 3-11. 4-11, 6-10 FORCES. (lb) - Max. Comp./Max. Ten, - All forces 250 ill or less except when shown. TOP CHORD 2.12=-14841941, 2-3=-5981321, 3-4�720/263.4-5-163311674, 5-6�1792/652, 6-7=-274311071 BOTCHORD 12-19=�2411688,11-19�2411688.11-20=-22311462,20-21=.223/1462,10-21-223/1462. 9-10-80712445,7-9=-80712445 WEBS 2-11=-76911425,4-11�1367r772,4-10�2161686,6-10�10701638,6-9=01329 NOTES- 1) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf:, BCDL=3.Opsf; h=18ft; B=60ft; L=54ft; eave=611; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (dindidional); cantilever left and right exposed ; end vertical Fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Plates checked for a plus or minus 0 degree rotation about its Center. 4) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument with any oth er 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-D-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection Iby others) of truss to bearing plate Capable of withstanding 100 It, uplift at joint(s) except Gt=lb) 12=935. 7=718. 7) This truss design requires that a minimum of 7116" Structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Witter P. Finn PE No.22839 MITO USA, Inc. FL Can 8034 11904 Parke East Blvd. Tampa FIL 33610 Date: July 15,2019 A WARNING - Veal, desi, ...... ders ar�d READ NOTES ON THIS AND INCLUDED MOCK REFERENCE FACE IMI-7473 r- IOM312015 BEFORE USE. Daylgavalid Ad use calywan Miteolicurnecde. TIM; design Is based only Won parameters shoem. and is for an landadual tailang component, ad BUOUSynateno. Before Use. Ves, twildirg designernaustIefflythis appEablifty dexagn pradinen, inal prepery, nonperson MIS design Intone oweill buildingdesign. BmbglMi��istopm�W�gWhdMdual�ss�ban&w�oMmembemo*. Additionaltemponvylindisermaryerdbradnit WOW is alkays retuired for slamifity and to pream cda,sse yyAh possible Personal Injury And property damage. For general guidance regarding Me Mindinon. searage. denady. erendon and laacn, afmades and miss orders, see ANSUTPTI Quality Closed., OS"S And BCSI Building Component 6904 Parks, Eau Blvil� SaNdlyhoMmarlon mMble�TmssR&eln=00,21SKLm�d,Su�e3lZM�dM,VAM14. T-aps. P. Still 0 Job 'v5s I was I ype Cry Ply .33104-Madays Cafflatuar,Callaman Res. T17599868 J138104 P I RoofSadal 2 Job Reference (glignth East Cluds Truss. Ft Plance, FIL 34946 Run: Base a May 13 2019 Print 8,240 a May 13 2019 Mffek Industries, Inc. Mon Jul 15 14:IZUS 2019 Pago 1 ID:dqy_AoluMvnJAuVPWEjvd)wSc-JRrV4LftMegTSuRBGhCeVpaRHONjFn2k4sdqKyxpE5 30�0 L�IL�1�2 I H 1-214 29,14 as � I 7_�_ go -Is Us 4x8MlnHS = Scal. = 1:622 5.00 112 asug 11 Sea = 3X4 = 1.4 11 3F4 = 3X4 = L o' 2 12-11-14 1 �l I I g 1" i NO 7rj�2 7--15' Uls l -12 1 Plate Offsets (X,Y)- 12:04-0,G-1-13],r7�G-2-2,0-D-81.[14:0-2-0,G-0-81 LOADING (psf) SPACING. 2-13-0 CSI. DEFL. In (Bc) Vdefl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.17 8-18 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.33 BC 0.78 Veft(CT) -0.30 8-18 >999 180 M188HS 244/190 BCLL 0.0 Rep Stress Incr YES W3 0.57 Horz(CT) 0.07 6 noia tribal BCDL 10.0 Code FBC2017/TP12014 Matrx-AS Weight 174 lb FT=O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at micipt 1-12,1-11,2-11, 3-11, 5-9 REACTIONS. (fle'slae) 12=134510-4-0 (min. 0.1-12), 6=1462/0-6­0 (min. 0-1-12) Max Hom 12�636(]_C 8) Max Ulpfiftl!2�784(!_C 8), 6-739(LC 8) Max Gran, 12=1466(LC 14). 6=1495(LC 14) FORCES. Qla) - Max. Comp.lMax. Ten. -All forces 250 (lb) or less except when sham. TOPCHORD 1-12=-13311797,1-2-8431464,2-3�9741421,3-4�17811787,4.5�1926/766, 5-6�280811150 BOTCHORD 12-19=-2171628,11-19�217/628,11-20�35911614, 1D-20=-359/1614, 9-10�35911614, 8-9=-88812511, 6-8�88&2511 WEBS 1-11-78011416, 3­111�1233/1395, 3-9�1971615, 5-9�988/582, M=01308 NOTES- 1) Wnd:ASCE 7-10; Vultim170migh (3�seccfifid gust) Vasd=132ni TCDL=4.2pst, BCDL=3.Opsf; h=18ft; B=60ft: LmStft: eave=6ft; Cat. 11; Exp C; Encl., GCfi=0.18; MWFRS (directional); Cantilever left and fight exposed ; end vertical rightexposed; LumberDOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates am MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree notation about its Center. 5) This truss has been designed for a 10.0 par bottom chord live load noncerracter ant with any other live loads. 6) * This truss has been designed for a live load of 2a.opsf on the bottom chord in all areas where a rectangte 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) langivide mechanical Connection (by others) of truss to hearing plate Capable of withstanding I DO lb uplift at joint(s) Except (V-1b) 12=784, 6=739. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 11Z' gypsum sheetnuck be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn PE NBMM Mhlrak USA, Inc. Fl. Cast 6634 6904 Parke East Blyd. Tampa FL 33510 Data. July 15,2019 A WARNING - Verily design parannalare and READ NOrES ON rHIS AND INCLUDED ANTEK REFERENCE PAGEAW-7473 rin, 1010312015 BEFORE USE. Design wild fisr use collision MiTelesconnecters. This deygn Is based only dean parameters sures. and Is for an InchAdual bufflifing componeM act a Was system Berfial use," talking dealignerandat yedlythas, applicability oudeggri parameters and property nosepiece %I. dons, Into no overall buildirigdategin. Bmcingind�edistop�tbu�goMdM�al�ss�bm&�OoMme�emwly. fidifflonalosermanour,andNarectornbriseing WOW 13 sense retained for steellIty and to prevent comses, with possible personal Injuryand property damage. For general guidance eggplants, to lacladcallon. storage. degroarti, smitten and loading mundane and truss systems. me ANSATRI Quality Cifificara, OSB49 and Best Building Coompeoreent 69041 Pounds, East Shia. aindbilde ficrecTruss Rate Institute. 218 N. Lee Strait, Sure 312. Agedeadva. VAM14. Tampa, R 36810 Job- I was I ype Qty ply jJ318b'R�1f`13rc�Zc'-0;3n­ canahan Res. T17599859 A8104 Plan RectSpecial 2 11 EAM Come TIDIS. Ft Fianna. FL 34945 Run: 8.20 6 Very 13 2019 Print 8.20 a May 13 2019 Viral, MuImes, Inc, Men J.1 15 14: IZ09 2019 Page 1 IDAcy_Ael uMvnJAuVPWEjvdynS�ePtlhgV6yolq2?LqOjt1 07hIpke2LizkcBMnnyxpE4 30�0 14 28-10-0 29,1,8 !Hae 112N-12 TIP _N' 10-15 o. - ----- 3X4 1.4 11 4X8 = 1-2-8 Box. = 1:53A 5.00 L12 34 11 3x8 = 3A = 4x4 = 3X4 = 3X4 = 4,7-12 Plate Offsets (X,Y)- r3:0-5-4,0-2-Ol,r7,G-2-6,0-0.81.18:0-2-2,0-Ml,115�0-2-0,0-(�81 LOADING (pso SPACING. 2-0-0 CSL DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.25 9-11 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.33 BC 0.75 Verl(CT) -0.44 9-11 >776 180 BCLL 0.0 Rep Stress Ina YES WB 0.51 Hoa(CT) 0.06 7 n1a nda BCDL 10.0 Code FBC2017ITP12014 Matdx-AS Weight: 184 In FT = 0% LUMBER- TOPCHORD 2x4SPNo.2 BOT CHORD 2xv. SP No.2 'Except* 7-10: 2x4 SP No.1 WEBS 2x4 BIG Nc.3 OTHERS 2x4 SP No.3 REACTIONS. (II 13=1345A)-" (min. 0-1-11). 7=146210-6­0 (min. 0-1-13) Max Hom 13�583(]_C 8) Max UpIM13�768(]_C 8). 7�755(!_C 8) MMGnav13=1442(LC 14),7=1512(LC 14) BRACING. TOPCHORD Structural mod sheathing directly applied, except end verticals. BOTCHORD Rigid wiling directly applied. WEBS 1 Row at midlat 1-13.1-12, 2-12.3-12,4-11 FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when show. TOPCHORD 1-13=.13451777,1-2=-6411351,2.3=-641/351,3.4=1243/561, 4-5�235511051' 5-6=-248811040, 6-7�287211226 BOTCHORD 13-20=-1991579,12�2O�1991579,12-21=-44/1009,11-21=-44/1009. 10-11�497/1766, 10-22=-497/1766,22-23-49711766,9-23=49711766,7-9�96812581 WEBS 1-12=-758/1381, 2-12�3371256, 3-12-1002/513, 3-11�3781961. 4-11�10851653, 4-9=-276f772, 6-9�5781446 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-sewnd gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opst; h=18ft; B=60ft; L=54ft; eave=6ft; Cat. 11; Exia C; Encl., GCpIc0.18; MWFRS (directional); Cantilever left and right exposed ; end vertiml right exposed; Lumber DOL--l.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree notation about its center. 4) This truss has been designed for a 10.0 Pat bottom chord live load monconcament 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-G-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 at=lb) 13=768, 7=755. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn FE No.22839 Uftek USA I= FL Carl 6634 69% Perim East Blvd. Tampa FIL 33610 Date: July 15,2019 AWARNING - Verily design parameters and READ NOMS ON THIS AND INCLUDED MITEX REFERENCE PAGE 161114M rev. 10103G015 BEFORE USE. Design vals! As use only wan sureve commocaors. Uls deakn Is eased only Won scanners Movie. and Is for an x1hadual belitfing convooment, not . I .... ysuen. Bereave.. Me bdldmg destgner must willy Me aplicability of deagn prameters and property hanpaude this desp hic me miciaN buildim9design. BMChglMi=ediglopMWMW�gdhdMdualMssmbwWwcho�me�emmly. Puldfifflonalcerprariaelperromentle=Ing MiTek* Is alemys required for stability and to provend collapse with poneWe personal Injury and prWarty damage. For gernoml widance regarding 0. fabreaton. storage. delivery. erecion and bradn, or mosses anot truss symems, see ANS�f closely afteda, DEBI and BCS1 Building Condiment 6904 Parle Beat Blvd Waryinfarection a��b��TmssRWoln=00.218N.L��d.Ute3lZNexmdft.VA=14. Temps, R 36610 Job Truss I rus" I vile Qty — ;� T17 38104 soul I Roxispealal �Ply I 2 �w Job Reference (optimal) best CWV TDASS, ft. Ruled. FIL 34W Rur;&240s 1,14132019Pdart &NOsMay132019hiffekinduothes. 'no Man Jul 15 ICIZ.09 2019 Page I ID:dqy_�keluMvnJAuVPW,Ej�yaS�ePtlhgV6yolq2?LqOjtlO7inplm2jDi7kcBMmyxpE4 3044 10-10,12 14 8-1" 29,14 5_5_6 11-7 L I 5-;2 M2 s 0�3 a 1.2-8 Sca.=1:53,8 3X4 = Ix4 11 4,01 = 5,00 112 sea 11 3x8 CC 3x4 = 3XII = 3X4 = U4 = LOADING (Psf) SPACING- 2-D-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Ina YES BCDL 10.0 Code FBC2017fTP12014 CSI. TC 0.47 BC 0.87 WB 0.49 Matrix -AS DEFL. in Vert(LL) -0.15 Vert(C-0 -0.32 HorzCT) 0.07 (loc) Vdefl L/d 9-19 �999 240 9-19 999 180 7 n/a rue PLATES GRIP MT20 244/190 Weight: 177 fid FT = 0% LUMBER. BRACING. TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied, except end vertices. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid wiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Rm at midpt 1-13.1-12,3-12.4-11 OTHERS 2x4 SP No.3 REACTIONS. (Italsize) 13=134510-4-0 (min. 0.1-10), 7=146210.6-0 (min. 0-1-12) Max Hoa 13=-531 (LC 8) Max UpliftI3�754(!_C 8).7�769(!_C 8) Max Gran, 13=1383(LC 14).7=1468(LC 14) FORCES. (11b) -Max. CompJMax. Ten. -All forces 250 (Ito) or less except when shown. TOPCHORD 1-13=-12921764.1-2=-8151459.2-3�815/459,3-4�14231701,4-5�2340/1133. 5-6-246111123, r,7=-28D4/1287 BOTCHORD 13.20=-1781525.12-20�1781525,12-21�192Jl233,11-21=-192/1233, 10-11=-61711874, 9-10=-61V1874,7-9=-1033/2529 WEBS 1-12�78511392,2-12=4391328, 3-12�797/438,3-11�336/803,4.11�923/580, 4-9=-242J624, 6-9�522/396 NOTES- 1) Wild: ASCE 7-10; VuIt=1 70mph (3-second gust) Vasd=132mph: TCDL=4.2psf; BCDL=3.Opsf, h=1 Bit; B=60ft; L=54ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate gnp DOL=1�60 2) Provide adequate drainage to prevent water pending. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 1 O�O psf bottom chord live load nawncument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf, 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ill uplift at joint(s) except (V-1b) 13-754. 7=769. 7) This truss design requires that a minimum of 7116" structural mod sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P, Finn PE No.22839 Mi risk USA, Inc. Fi. Cod 6634 SOU Park. East Blvd Tampa FL 33610 Date: July 15,2019 ,&WARNING- Wldl&�I,nlara..I. �adREADNOTES ON THIS AND INCLUDED MIr5X REFERENCE PAGE AW-7473,ev. 10/0312015 BEFORE USE. Coalgavalid bruse onlyeth Milrek8lavereators.'rh[silesign sbased! onlyononledameters shown. arallifteran hadfividual beflifing caraponent. ned abruesss,roem. Before use. theleellefing designermusivefifythe apptualifilityddesign plannevesiandprepe"oomand.013desip Intotheanawas! building design. Dancing Indicuded is ad prowint busid, W Indwiduat Mines web andlor chord Members on), Mall0nal bumpOraq and Permanent braoing is aWays required for slabilay and W Prewent wils,,se wrh Feasible personal injury and paperly damage. For general Vidarea, regarding me fibecall.n. savage, aliNery, erecum and bradig .1 truesed and basis 4sters. de. ANS&TAll Quality Canada, D3049 ad BCSI Building Convenient Job IMS type uly Fly J381DA-Madea, Callahan -Callahan Res. J381U Rf:,.I.l 2 job Reference (optimal) 3A4 = Kun:a.240s M,132019PITI:U.240 May 132019MITaKInwaften, Me' Men J's 15 14:12:10 M19 Page I ID:dq/_Ikel uM�nJAuVPWEjvdMS�Fq�FVCh7tGWBLCaXO6E6aEgppD3ungqsCOLkvCyxpE3 304-0 I L�l F� k 20� 2LI" 29,14 !lmu 7 1 612 7-7-12 0-b f 1-2-8 Swe = 1:53S 4AI = re 34 11 3.8 = EX5 = 1.4 11 3X4 = I� �1�12 i 9EN Plate Offsets (X,Y)— [3:0-5-4,0.2-01,[6:0-2-2,0-0-8l.r8:0-2-8,0.3.01,FI2:0-2-0.0-MI LOADING (Pat) SPACING- 2-0-0 CS1. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.71 Vertift-E.) -0.19 7-16 -999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BIC 0.82 VeACT) .0.34 7-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) OV 5 file n1a BCDL 10.0 Code FBC2017rrPI2014 Matrix -AS Weight: 164 Its FT = 0% LUMBER - TOP CHORE) 2x4 SIP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP ND.3 OTHERS 2x4 SP No.3 BRACING. TOPCHORD Structural wood sheathing directly applied. except end verticals. BOTCHORD Rigid boiling directly applied. WEBS I Row at midpt 1-10,1-9.3-9,4-8 REACTIONS. (lb/size) 10=1345104-0 (min. 11-1-10),5=1462/0-6-0 (min. G-1-12) Max Hor, 10=-479(LC 8) Max Upbf!10�741(1_C 8),5�782(!_C 8) Max Grav 10=1362(LC 14).5=1467(LC 14) FORCES. (Ita) - Max. Camp./Max. Ten. -AU forces 250 (lb) or less except when show. TOPCHORD 1-10�1285f753,1-2�1042/581,2-17�1042/SBI, 3.17�1042/581,3­4�1703/827. 4-5�270411249 BOTCHORD 10-18�155/468,9-18=-155/468.9-19�366/1465,8.19�366/1465,7-8�97512428, 5-7�97512428 WEBS 1-9=S33/1490, 2-9-5181387, 3-9�6661379, 3-8=-232/665, "�11321671, 4-7=01340 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL-3.Opsf; h=18ft; B=6DR; L=54ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and fight exposed : end vertical right exposed; Lumber DOL-1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree notation about its center. 4) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrem with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf an the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will M between the bottom chord and any other members, with BCDL = 1 O.Opsf. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 fig uplift at joint(s) except 61=1b) 10-741, 5=782. 7) This truss design requ lres that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn FE N..22833 M[Tek USA, Inc. FL but 6634 6904 Parke East Blvd. Tampa Fl. 331110 Date: July 15,2019 WARNING - Vent, design I..Flws and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AN 7473 rev. 10/0312015 BEFORE USE. wasw Design valid her use only Wait Miresis conesdons. This dosIgn 1. based only Won wenewds shown. and is for ad individual building sorpemend. net M1, a trues; SygeM Below Use. the bartfing designer mug waxy be appliswifily of design Paddreters add property hawlsonate dw design We Me overall tarldingdeggn. Bracbg Indicated is to prevent Making of Individual lonst web andIathord members Why. Aaddimealad,somr,andithandeadressming MiTek' Is always requined for Mobility and to Prevent wilapse with possible personal Injury and property damage, For general blicance regarding Me fatericawn. shmage, deUvaq.enection and bracing oftnassesareatrow Systems, we ANSVTPII Dowdily Ofted., DS�S Ad SCSI Bedding component bids Parts East Blvd. SAADJYMANdrelked avaMb��Tw3Ndetn�00.218ML�&m��ke3lZA�d�.VAM14. Tamda, FL 30610 JOB a twins type QtY 38104-Mathene Callahancallahan Res. : T17699862 J381N RogSideval �Ply , 2 job Reference (optional) East Coast TTUSS. Ft. Pinere. � SAM Run: 8.240 3 May 13 2019 Part 8.240 May 13 2019 Mffek Inclustries, Inc. Man Jul 15 14:12:10 2019 Page I DdqV_AeI uMvnJ�VPWiEjvdy�S�FqzFVOh7tGwBLCaXO6E6aEgqrD49n2VsCOLkvCyxpE3 14-10-12 8 2LlM 1-al 7� �NAI 2 7� '�J` Scahi=1�53,8 ASA = is Axis = 14 6 ass, 11 sins — 3X4 = &4 = 1.4 11 U4 = LOADING (psf) TCLL 30.0 TOOL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017rrP]2014 CS1 ' TC 0.64 BC 0.73 WS 1.00 Matrix -AS DEFL. in VerULL) -0.15 Vert(CT) -0.26 Hom(CT) 0.07 (loc) Vdefl Ud 7-17 �999 240 7-17 >999 180 5 RIB RIB PLATES GRIP MT20 244/190 Weight: 159 lb FT = 0% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOPCHORD Structural mod sheathing directly applied. except end verticals. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-11,1-10,3-10 OTHERS 2x4 SP No.3 REACTIONS. gli/sIze) 1 1=1345/0-4-0 (min. 0-1-9), 5=1462/0-6-0 (min. 0-1-12) Maut Horz 1 1=-426(LC 8) May Upliftl 1 =-729(LC 8), 5�794(]_C 8) FORCES. (lb) - May. CompJN1ax. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 1-11-12761744.1-2�1336f733,2-18�1336f733.3-18�1336/733,34=-19221957, 4-5=-2786/1311 BOTCHORD 11-19�131/410.10-19=-131/410,10-20�533/1692,9-20�533/1692, 8-9�533/1692, 7-8=-104412497, 5-7�104412497 WEBS 1-10w-91911670, 2-10=-6121456, 3-10�5391288. 3-8m-1921597, 4-8�959/566, 4-7=0/289 NOTES. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BGDL=3.Opsf; h=18ft; B=60ft; L=54ft; eawe=611; Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (directional); cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its Center. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-G-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 111 uplift at joint(s) except jt=11b) 11 =729, 5=794, 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn PE 10.22131) MIT& USA, Inc. FL Carl e634 69" Parka East Blvd, Tampa FL 33610 Data: July 15,2019 AWARMING- Verify dosign parameters and READ NOTES ON THIS AND INCLUDED ARTEK REFERENCE PAGE MV-7472 re� 10,43DOIS BEFORE USE. Design varid for use only who himems connectors. This design is thaseal only upon parameters shown, and is bran Individual buffldng component, set MAN abuse systeen. Befiere use, Me ouldirIg designer mug verify the pplicabilfty of design prainhaters and napery incorporate thus design Into Me oyemll buil,fingdeagn. Bracing indicated Is to prewent buckling of mcmdual truss web water shoral members call, AMItionalternponeyeandiPearramudbracing MiTele is always required for stalcity and to mewdu canape, win possible personal injury and property damage. ForgeneWinsdanceregamingthe lathrical Sol delWe,, eredon and brace, clurdyes anal truss satems, see ANSUTFII Quality Cuban, DS949 and BCS1 Building Communing! 6904 Paulus East BW, SidgyMAGNURID. Tampa. FL Sail 0 Job Truss [.as I ype Q y Ply T175%863 J38104 B07 I Roofspedal 2 1 I job Reference (optional) Ea,at Coa,d Trass, Pt pense. M alglo Run: 8,240 a May 13 2019 Pret: 8.240 Ma, 13 2019 Mfrek Industries, Inc. Mon - - ,1.11514,12,112019 Pagel ID:dqy_Ikel uM�nJAuVPWiEi�prScIOXeiMhleZ22yMgjxpIL6RC_2dMmVA%9?025IRfyxpE2 30-4-0 1 "L14 28-10-0 29,M ii:7. 64L8 1.2-, Scale = 1:53A 4,t4 = 3x4 = 1.4 11 19 S� = � 11 4X4 = N8 = U4 = 3NI = 3X4 = 1 IT� 14 n�s a� lo-D _,_T 11.1-10 NT Plate Offsets (X,Y)- 17:0-2-2,0-0-81.1[14:0-2-0,0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Ydefl Ud PLATES GRIP TGLL 30.0 Plate Grip DOL 1.25 TC 0.74 Ved(LL) -0.34 BAD �999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.97 Ven(CT) -0.71 8-10 1486 180 BCLL 0.0 Rep Stress Ina YES WE a.91 Horz(CT) 0.06 6 11'a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -AS Weight: 159 111 FT = 0% LUMBER. TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNO.2*Exmpt' 6-9: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=1134510-4.0 (min. 0-1-9),6=1462IG6-0 (min. 0-1-12) Max Horz 12=418(LC 6) Max Upli!112�697(!_C 8), 6=-826(LC 8) BRACING- TOPCHORD Structural wood sheathing directly applied, except end verficals. BOTCHORD Rigid Calling directly applied. FORCES. (11b) - Max. Comp./Max. Ten. -All forces 250 (11h) or less except when shown. TOPCHORD 1-12=-1284t721,1-2�1259r787,2-3-189811096,3-19�1898/1096,4-19�l89811096. 4-5�292011582, 5-6�2894/1410 BOTCHORD 11-12=-154/322, 10-11=-413/1259,9-10�756/1861,9-20=-756/1861, 20-21�756/1861' 8-21=-756/1861, 6-8�1147/2603 WEBS 1-11=-86211653,2-11�10171608,2-10=-415/882,3-10=-4121304, 4­11�52VI124, 5-8=-480/399 NOTES. 1) Wind: ASC E 7-10; Vuft=1 70mph (3-sewnd gust) Vasd=132mph; TGDL=4.2psf; BCDL=3.Opst, h=1 81t; B=6011; L=54ft: eave=6ft: Cat. 11; Exp C; Encl., GCpi=O. 18; MWFRS (d tractional); Cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent Water podding. 3) Plates checked for a plus or minus 0 degree notation about its Center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 to uplift at joint(s) except Gt=lb) 12=697, 6-826. 7) This truss design requires that a minimum of 7/16" structure] wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn PE No.22839 MrTek USA, Inc. FL Cod 6834 ON Pads East Blvd. Tampa FL 33610 Date: July 15,2019 WARNING - V.1igy design 1.rn�1w­a..d READ NOFES ON THIS AND INCLUDED IWTEK REFERENCE PAGE MIFU73 - 10,V111111 11111U7 CIE. Design walk! foruse only with Milexg, cannestors. 11his design is based only Upon Pammmems shown, and Is foran individual bulding :AmponaM not atruse system. Belons use, the binding designermust writy the applisamility of dedge Pamenuens no Protest, inwrooratethis design into the owmal buldingdeugn. Bracing Indswed is to prewhe bucking ofmcmdual tros web anchor Wool members only. AaWitional temporary and permamend bolaing Welk' 1. Wa,eI saluted M, M.bi[A,..d to povent lisp. with possible peremal Injur,and property damage. Forgeneralpicanceragardingthe abricaflon, storage. dehwh, enestion and brasin, ofthusses and "as Woems. me ANSID"i Quality Chlasoki, DSB49 And BCSI Building Compment algal Paid, Bad BW. Saf.tylild.nned.o Taxam. I'L 36610 Job ru fruss I We Lity Ply shenCallahan Res. T175998M J38104 Pas i RoofEsesial 2 1 �JJ38biR�fme3,mhn"w�(o"ptionalI ..'y .. .. . .... - . ............ —Su I ID:dqy.AeQZJA' �;'W','Ej�dW;�AoxjMhleZ22yMgjxpIL6RC?JdOCWad?025IRfyxpE2 3040 V W3 �2 a 1§X:2 23­(LS 2B­lGG 29,1A N T__ 21 Soare=153a 4x4 3*4 IX4 It 4,11 1 2 3 18 4 3,65 11 ASA = Sclo = U4 = 4,c4 = LOADING (psQ SPACING- 2-0-0 TCLL 30.0 Plate Gnp DOL 1�25 TCDL 7.0 Lumber COL. 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rrP12014 CS1. TC 0.66 BC 0.87 Wa Might DEFL. in Vertl -0.22 (LL) Vert(CT) -0.47 Hom(CT) 0.08 (too) Irdell Ud 8-17 �999 240 8-17 �733 too 6 War nla PLATES GRIP MT20 2441190 Weight: 154 ge FT = 0% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midiet 1-10 OTHERS 2X4 SP No.3 REACTIONS. (lb/size) 1 1=134510-4-0 (min. 0-1-9). 6=146210-6-0 (min. 0.1-12) Max Hom 1 1=-352(LC 6) Mere i 1=-695(LC 8), 6�828(!_C 8) FORCES. (lb) - Max. Comp.lMax. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 1-11�1286f7l3.1-2m-16371952,2-3�2353/1332.3-18�232011308,4.18�2320/1308, 4-5�238111237, 5­6�284411484 BOTCHORD 1 0A 1 �l 241262, 9.1 0=-63111637, 8-9�88212146, 6-8�1 22512594 WEBS 1-10=-99311928, 2-110�9441598. 2-9�4521852, 3-9�4811353, 4.9�11521266, 4-8=-11031421,5­8�5571378 NOTES- 1) Wnd: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf. BCDL=3.Opsf, h=18ft: B=60ft; L=641t; eave=6111; Cat. II: EXIS C; Encl., GCpi=0.18: MWFRS (directional); cantilever left and fight exposed ; end vertical left and right "posed: Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Plates checked for a plus or minus 0 degree notation about its center. 4) This truss has been designed for a 10.0 Pat bottom chard 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 chard and any other members. 6) Provide mechanical connection (by others) of truss to beading plate Capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 11 =695, 6=828. 7) This truss design requires that a minimum of 7116" stnictural wood sheathing be applied directly to the top chord and 1/2" gypsum Sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn FE No.22839 MIT& USA, I= Fi. cart eo34 M04 Parke East Slid. Tampa FL 33810 Date: July 15,2019 A WARNING - Vffiry design arametem and READ NOTES ON THIS AND INCLUDED AMTEK REFERENCE PAGE 1417-74T3 I— 1&03�015 BEFORE USE Design valid for us, only with Mill Connection. This design is based only upon parematere attend. and Is for an individual building morpumeM use a truss "am. Before Use. Me butting designer must varifythe appli=lbiffry of design proameters and property incorporate this design into the overall buildingdeegn. arming adimled Isto prevent boosting of imMidual truss web anarchism! members orly. Additional temporary and permarent brasing MiTek* is always ret,md for stabilay and to prevent witapse with possible personal injury art property damage. Forgerteratiluddlarstaregimilix,th. fabrication. storage. delivery, session and bracing oftrames and louss Systems, me Alli quality Bonuses, DSJS�419 and BCSI Building component 6911 pai East and. a�Uble�TMSSPIMeln=ee.218N.�e&me,SuAe3lZAmndM.VAM14. Tampa. FL 36310 Job I was I ype -7 IF- Res. T17699955 J381U Reof Spai,[al �Ply , ji3alea-MathmCdolhan-Calladhan Joe Reference (optional) eiss ....... a.. Ga. Run: a.240 a May 13 2019 Pant &M a May 13 2019 Vitals Industries' IN. Man Jul 15 14:12:12 2019 Page 1 ID:dcy_AeluMvnJAuVPWiEjWyvSc-CD5OvAiNPtBuaWkwVXGaffi5rljlF L9f!qrz5yxpEl 3"� 2�10�12 Go 29,14 7�3 %Nl� 0 s-3 14Z48 Scala=1:53.6 See = 3X4 = 3X4 = 1.4 11 5.8 = 1 2 3 Is 4 20 5 son It, Sias 11 3d) = 3X4 = 1.4 11 3x4 = 3xB = 7T�3 2i D' 2D7L1_GL12 28-10-0 1 .11.19 1 �G_3 7.114 Plate Offsets (X.Y)- [5:0�64,0-2-l2l.r7:0-2-2.0-0.81,[11:0.3.8,0-1-81,rl4:0-2-0,0-0-8I LOADING ps!) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.25 9-11 �999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.84 Vert(CT) -0.38 9-11 >900 180 BCLL 0.0 Rep Stress Ina YES INS 0.85 Hoa(CT) 0.08 6 Fire n1a BCDL 10.0 Code FBC2017rrPI2014 Matrix -AS Weight: 142 111 FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING. TOPCHORD Structural wood sheathing directly applied. except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS I Row at midpi 1-11 REACTIONS. (lb/size) 12=1345IG-4-0 (min. 0.1-9). 6=1462/0-6-0 (min. 0-1-12) Max HOM 12�2816(!C 6) Max UpIrft12=-694(LC 8).6z:m829(l-C 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-12�12761710. 11-2�220611225, 2-3�296011612, 3-119�2960116112, 4-19-296011612. 4-20�2960111612. 5-20=-2960/1612, 5-6�2705/1350 BOTCHORD 10-1 11�956/2206, 9-110�956/2206. 8-9=-1106212417,6-8�1 06312409 WEBS 1-1 1=.122712380, 2-11 =-9=582, 2-9=-4311838. 4-9=5081373, 5-9=-3561608, 5-8=0M9 NOTES. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst, BCDL--3.0psf; h=18ft; B=60ft; L=54ft; eave=6ft: Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and fight exposed ; end vertical left and night exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Plates checked for a plus or minus 0 degree rotation about its Center. 4) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument with any other live loads. 5) * This truss has been designed for a live load of 20.0phd 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 twss to bearing plate Capable of withstanding 100 Ito uplift at joint(s) except at=lb) 12=694, 6=829. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn PE No.22839 Us rek USA, Ine. Fl- Carl 6634 SOM Parao East Blvd. Tampa Fl. 33610 Date: July 15,2019 WARNING - Verity dersignpaimmelers andREAD NOTES ON IRS AND INCLUDED MITEK REFERENCE PACE MV-7473 rw. 101034?015 BEFORE USE. fr.a.rmly.sh MiTeall) ocimed... Its, easign is based wry uper, parameters simari, and Is foran indivildual Wilda, component not a visa System Before Use. US, buldhig designer mud Verify the appTcabinty of desagn parsheems and P.Pery moar,hat. Ina desi, snoon. Varal 7 bulleingdedgri Bm�giW��istopmmntWM�gaf�dlVdual"nwebw&wOoMmembomon�,. maliuonalturnporarryard,numarnalthman, WOW 13 always retained for stabilify and to preVsht follapse with oassible personal Rituryard property damage. Forgenasiguidancenegarefingthe fabritiston. average. delivery. erection and trading aftyusses and truss systems. see ANSIrfielf QuaUty, ChUnfil, D&B-89 and SCSI Beading Cons,nufart 6904 Fares East BNa. Safetylenumaxat av�ble�TmssRMaln�Wa.218N.L"S�et.Sufte3lZN�dM,VA=14. Tahiti.. Ft. MID Job nus" Inus type CRY Ply J381�11Afilder Caffahad-Cailandin Res. I.,- :pnlial J38104 I Real Sued 2 2 Job Reference (optional) 4yS I I- 36 n.... d'.. e., - ... d "sn. * -' ' "y "' '.is e' " us I I no� se . Iss I a I 'I. I a, . '.' d a'. I [D:dqy-�k�l.MmJAuVPWtEjvdyxrSc-SbCmLOkexURcppuldyJ2k4qSVqOcdtXR6Wy2zyxpE? 17 the �7;1 28-10-0 29,10 _ 2 31 W72 a-". �7A3 ;3 1-24 Sul. = 1:53.6 3x4 2 35 36 4X8 = 1.4 3X4 = 3 4 38 - 12 5X5 We 34 = 17-1-3 Z__ MIS tilm 31 = 5 30 31 AD 3X4 = 46 6 5.00 L12 1.4 7 1.4 8 IN4 11 3X4 3X4 = Plate Offsets (X,Y)- 16:0-5-4,0-2-01.Fg:0-2-2.0-0-81.(14:0�3-8.0-2-Ol.Fl7:0-2-0.0-0-8I LOADING (par) SPACING. 2-M CS1. DEFL. in (loc) Mdefi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.92 Vent-1.) 0.41 11-13 848 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.94 Vert(CT) -0.57 11-13 �606 180 BCLL 0.0 Rep Stress Ina NO WB 0.94 Hom(CT) 0.10 8 n1a nla SCDL 10.0 Code FBC2017rrPI2014 matrix-ms Weight: 296 Its FT=O% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4SPNo.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No-3 REACTIONS. (Ibtsize) 15=2635/0-4-0 (min, 0-1-9).8=2597/0.&O (min. 0-1-9) Max Ham 15�220LC 6) Max Uplff!15�1509(1_C 8).8-1548(LC 8) BRACING. TOPCHORD Structure[ mod sheathing directly applied, except end verficals. BOTCHORD Rigid calling dirtectly applied or 6-3-5 Go bracing. FORCES. (Ifte) - Max. Comi Ten. -All forms 250 gb) or less except when shown. TOPCHORD 1-15=-249011499,1-22=-4880/2864.22-23-488012864,23-24=4880/2864, 2-24m-488012864, 2-25=-7270/4232. 25-26�727014232, 3-26�727014232' 34�727QM232, 4-27�727014232, 27-28�727014232, 28-29�7270/4232, 5-29=-727014232, 5-30=-749814370, 30-31=-749814370. 31-32=-749814370, 6-32=749814370, 6.7m-5693/3263, 7-8�5782/3282 BOTCHORD 14-36m-2647/4880, 36-37-2647/4880. 37-38�264714880,13-38�264714880, 12-13=-416417498,12-39=-415417498,11-39�415417498,11-40�2859/5280, 41)411�2859/5280,110-41 �285915280, 8-110�2887/5269 WEBS l-14zrm2998/5227. 2-14-185511231, 2-113�1499/2617.4-113-7031554, 5-13-2571195, 5.1 1=-692J563, 6­1 l�141212418,6-10�1711574,7-10�335/324 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords Connected as follows: 2x4 - I low at 0.9-0 so. Bottom chords Connected as follows: 2x4 - I raw at 0-9-0 oc. Webs connected as follows: 2x4 - 1 raw at 0.9-0 so. 2) All loads am considered equally applied to all plies, except if noted as front (F) or back (B) few in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless othenvise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph: TCDL=4.2psf: BCDL=3.Opsf; h=18R; B=60ft; L=64ft; eave=6ft; Cat. 11; Exp C: Encl., GCpi=0,18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=11.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water podding. 5) Plates checked for a plus or minus 0 degree rotation about its writer. 6) This truss has been designed for a 10.0 Pat bottom chord live load nonconcuffent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 is uplift at joirds) except Gt=lb) l5i=1509,8=1548. Continued on once 2 Walter P. Finn PE No.22839 Mi rok USA, Inc. FIL Cod 6634 SIM Parka East BIRL Tampa FL 33610 Call JUN 15.2019 AWARNING -Verdy design parameters sraHS4D 11.11 .1 THIS AND INCLUDED Murat REFERENCE PAGE M11 7473 . 1WOMOIS BEFORE USE. Design valid ser use orTysigh MiTexiccovereaudes. Trig design Is based only upon parameters crude. and is bran individual lease, compred, net a truss Sysiled, Balore Use. the building designer must Verify Me applicability grudge parameters and proparyinter,crate this design into Me overall building design, Bacing exicaud 1. 1. Prevent baci of AdiNdIal mass onto andfor gini readdi .1, Additional lionsepary and ..art broug MiTele Is alesays Required for stabifty and to prereend collopse, won possible personal Injury add Property damage. Forgenoreguidanceregarongthe bibrearla, =.go. di election add areging .1fluesses and miss systems, see ANSVTFif quality Cifteds, DS"9 and SCSI Building Component 691044 Fares Eut Bled. Sublylatiameafflon �iUb��TmssMMelnMlWe.218N.�&md,�de3l2.R�dda.VAM14. Targae, Fl- 36610 Truss 'Gre: type Wit, Fly J38104-Matheass Callahar-Callahan Res. 1'1�0.bfba T175996% BlOG pf pa,blGirder 2 1 2 Joh Reference (Optional) cast �B I ress. 1-1. Pierce. 1�1- �Wrsta Rum 3140 a Met, 13 2019 Rm" 8 "a 5 May 132019MITek Indushes. Inc. MmsJuIT514:1ZI4201S Page2 ID:dqY_Ae1 uM�JAuVPWEjvdMSc-8bCmLOkexURcppuldyJ2k4qSVqOqtXR6OJy2�pE? NOTES- 9) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 161 lb dam and 163 lb up at 0-10-0, 166 Ild down and 166 In up at 2-10-0. 166 lb dam and 166 Its up at 4-10-0.166 In down and 166 Ild up at 6-10-0, 166 Ild dam and 166 to up at 8-10-0, 166 111 dam and 166 Q up at 10-10-0, 166 111 doram and 166 In up at 12-10-0,166 to dam and 166 lb up at 14-10-0.166 lb dam and 166 to up at 16-10-0,166 1 dam and 166 to up at 18-10-0, and 166 Ild dam and 166 lb up at 20-10-0, and 355 lb dam and 369 Ita up at 22-10-12 on top chord, and 68 Ild down and 23 Ild up at 0-10-0, 62 It dam and 23 111 up at 2-10-0, 62 lb dowin and 23 It, up at 4-10-0, 62 lb dam and 23 Ild up at 6-10-0, 62 Ib dam and 23 lb up at 8-10-0, 62 lb dam and 23 He up at 10-10-0, 62 111, down and 23 It, up at 12-10-0. 62 lb dam and 23 It up at 14-10-0, 62 Ild dam and 23 Ild up at 16-10-0, 62 lb dam and 23 lb up at 18-10-0, and 62 Ild dam and 23 fid up at 20-10-0, and 371 He dam and 208 lb up at 22-10-0 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Rocif Live (balanced): Lumber Increaseml.33, Plate Increase=1.25 Lantana Loads (plf) Vert: 1-6�74, 6-9�74, ISA9�20 Concentrated Loads (to) Vert: 3=-1 13(F) 6�1 92(F) 12�55fl 5=-1 13(F) 11 =-55(F) 1 0=-371 (F) 22�1 24(P)23=_1 13(F) 24=-1 13(E) 25�1 13(F) 26=A 13(F) 28=-1 13(F) 29-113(F) 3 1 —11 3(F) 32-.113(F) 33c;::56i(F) 34�55fl 35�55fl 36�55fl 37�55(lc) 38-55iF) 39=55(F) 40-55(F) 41=m55(F) &WARNING - Will, dfin lir—eers alTd READ NOTES ON THIS AND)NCLUDED M(rFX REFERENCE PAGEAVI-7473 re� 1043A2015 BEFORE USE, Defskinvalid for use col,with MiMeMp �s deartin is based ody upon parameters shown. and Is Wan firdicAdual torkfing componerat me a bear System. Before USO� M loading designer muAverify tos appreablifty closer premiers and pro,rodyinemponne Inds design War tra manual buildingdeagn. Brancing imposed is to priwent bucking Of WSWItral ends web areffor chord members only. Additional tempormy and ponnament boadmig M!Tek' is always Modred for slarbilly and to prevent conapen, win possible personal Injury and property damage. ForgeneregUldancitregardingthe foorcati.n. domain. d.liververection and binding offirusectandmasnartemS. see ANSLAITH Qualify Criteria, DS"9 and 8=1 Building Comproffect 69G1 pence East BIBI. assfaryinfiverefto Tampa, FIL 36610 Job Tind a Ypa Lay Fly C.11ahan-Callonnon Res. T17599867 J381M ails A-f-Hipi 2 I 1.138104-Minthow Job Reference (optimal) L any� Run: 8.240 a May 13 2019 print &240 3 May 13 2019 Mrsk lodustiloa"s. ". h,11514:1Z142019 Page I ID:dqy_,�eluMvnJAuVPWEjvdMSc-BbCmLOkexUReppulclyJ2k4qUYqOojmR6OJy2zyxpEIf 1 10 i I 2�O 7-:% 1 WO 2-6­0�­I SX5 = Axis = $1.1. = 161.5 4X4 3X4 = 3x4 Us = 4x8M18SHS 11 11-9-14 2�0 11-9�14 111.2.2 2-8�0 Plate Offsets (X,Y)- 0:0-1-10,Edgel, [7:0-3-8,Ldgel LOADING Pat) SPACING- 2-0-0 CS1 DEFL. In (too) ll Lid PLATES GRIP TCLL 30.0 plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.47 8-10 �652 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 TR. BC 0.95 Vert(CT) -0.73 8- 0 >419 180 M18SHS 244/190 BCLL 0.0 6 P S a In- YES WB 0.65 Ho�(CT) 0.05 7 file rda BCOL 10.0 Cod. FSC2017fTP12014 Matrix -AS Weight: 154 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP NO.2 'Except* 1-9: 2x4 SP No.1 WEBS 2x4 SP No.3 'Except' 6-7: 2x4 SP No.1 REACTIONS. (lb/size) 7-1199tO-4-0 (min. 0-1-9), 1 =1 199113-6-0 (min. G-1-8) Max Horz 1=762(LC 7) Mair Up1lft7=-640(LC 8), 1�598(!_C 8) Max Grav 7=1336(LC 13), 1=1226(LC 13) BRACING- TOPCHORD Structural wood sheathing directly applied, except end vertices. BOTCHORD Rigid Ceiling directly applied. WEBS 1 Rm at midpt 6-7.4-8.5-8.6-8 FORCES. (lb) - Mail. Cornp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-2339/1159,2-3�1884/923,3-4-172M45,4-5�5811352, 5-6=-4271401. 6-7�1403/737 BOTCHORD 1-10�1079/2376.9-10�68911390,9.14=-689/1390.8-14�689/1390,7-8�277/248 WEBS 2-10=-6881537, 4-10=-3421942, 4-8�11282,`771, 5-8=-326/354, 6-8-63011474 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=l 70mph (3-second gust) Vascli 32mph; TCDL=4.2psf; BCDL=3.Opsf, trot 8ft; B=60ft; L-54ft; eave=6ft; Cat. 11; rxp C; Encl., GCpy=0.1 8; Mi (directional): cantilever left and fight "posed ; end vertical right exposed; Lumber DOL=1.60 plate grip OOL=11.60 3) Provide adequate drainage to prevent water pending. 4) All plates am MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree notation about its Center. 6) This truss has been designed for a 10.0 Pat bottom chard live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 8) Provide mechanical Connection (by Others) of truss to bearing plate Capable of withstanding 100 Ite uplift at lomt(s) except jt=1b) 7=640. 1=598. 9) This truss design requires that a minimum of 7f1 6' structural wood sheathing be applied directly to the top chard and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn PE No.22819 Mii USA, Inc. Fl. Carl 0634 6904 Parka East i Tampa F. 33610 Date: July 15,2019 AWARNING- Verify dssigoparairoler� and READ NOTES ON THIS AND INCLUDED MITEX REFERENCE PAGE MU.7473 ror. 10MMOIS BEFORE USE. Desigovalk! for use onlywifini MiTeMiconexectons.1fthis design is based only Upon parameters shown, and Is Wan Individual buffinn, component not a MUSS System. Eskoe Use. Me building designer mud verily the applionelm, of design parameters and propery moorpodle MS design into Me overall buildingdesign. Buncing indicated is to preVent buclining of rdi trass web andeor chons! members orTy. Milikealtemporarfariollpermarandixeding, WOW is always required! for stability and to prevent collapse war possible personal Inji property damage. For generaf guidance regarding Me fabficat0n. stonel dowdy erection and trading oftnuseed, Ond VUSS Systems, see ANSIVIT11 Qualily Coffisf, M549 and Best IfUri Compound 69ol Pardo east BIAL Sablyhommadon a�i�ble"mTmssM�aingdOe.218N.LeO�et.Sude3lZne�d�.VAM14. T.npa, 11 Sol Job was uty Fly .311104-Mathm CallaharpCallanan Res. T17599868 Just" 1.,1-2-S j.'affHipl"'O 1 2 lJob Reference (optional) E� . . . . . . s, m 'oue. Rua:8.240s May 132019 PAM 324D 9 May 132049 MnekIndustries, Ing. MorJud1514,12,152019 Pagel ID:dqy_Ael uMvnJAuVPWEj�yxrSc�mBMGioZTRzTUAfqHHHNhREMCSRbbLg3VaQ�PE_ Z-. 5:3 1± 10 LIZ" 4br6 = &A = Scale = 1:543 4X4 = all = Sag = Sag = axB R Plane Offsets (X,Y)- [1:0-1-IO.Edgel LOADING pso SPACING. 2-0.0 CS1. DEFL. in (too) Vdefl Ud PLATES GRIP TOLL 30.0 Plate Grin COIL 1.25 TC 0.65 Vert(LL) -0.29 8-10 �999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.81 Vert(CT) -0.49 B-10 >620 180 BCLL 0.0 Rep Stress Ina YES WEI 0.50 Horz(CT) 0.05 7 n1a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 148 lb FT = 0% LUMBER - TOP CHORD 2.x4 SID No.2 BOTCHORD 2x4SPNO.2*Exmpt* 1-9:2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/sIze) 7=1 19910-4-0 (min. 0-1-9). 1=1 199/0-6-0 (min. 0.1 -8) Max Hom 1=551(LC 8) Max Upfil[7�714([_C 8), 1-524(LC 8) Max Grav 7=1321 (LC 13), 1=1247(LC 13) BRACING. TOP CHORD Structural wood sheathing directly applied, except end verficals. BOTCHORD Rigid wiling directly applied. WEBS I Row, at micipt 6-7. 4-8. 5-8. 6-B FORCES. (lb) - Max. ComplMax. Ten. -AU forces 250 (lb) or less except when shown. TOP CHORD 1-2=2450/997. 2-3-20381783, 34�20191803, 4-5�6951262, 5-6�585/31 0. 6.7=-12711712 BOTCHORD 1-10�1369/2353,10-14=.843/1465,9-14=-B43/1465. 9-15=-843/1465.8-15�84311465 WEBS 2-10=-6251490,4-10=-316/842.4-8-1158/698,6-8�688/1304 NOTES- 1) Unbalanced met 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=18ft: B=60ft; L=54ft; eave=6ft; Cat. 11; Exin C; Encl., GCpl=0.18; MWFRS (directional); cantileverieft and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about Its writer. 5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 7) Provide mechanical connection (by others) of truss to beading plate Capable of withstanding 100 Its uplift at joint(s) except Ot=lb) 7=714, 1=524. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn PE No.22839 MiT.k USA, me. FL Cod 6634 004 Parka Ent Blvd. Tampa Fl. 33610 fare: July 15,2019 AWARNING - Vera, d.sigr,ara-l-nd READ NOTES ON THIS AND MCLUDED AffrEK REFERENCE PAGE AN1.7413,e, la'0312015BEFORgUSE. Design nAld far Use, arlysifth Milred!) connectors. Tals design Is based only upon panernet.. shores, and [a f ... isomMial WROA, Mp..M not NV 11' a MuSs systeft Before Use. Me building designer mud usn" applitaxiby of design parameters and property nuorsonue MIS deagn Into Me oventl touldru,desi,n. Bocing suluaaad is to MeNend buciding of MuCAdual Was web arthir shond members only. WOW is Sheave required for stability and to grawift collapse with Possible personal Mury and pnopony damage, Forgeneral,oulkarwreflarningth. fiebronion, storage, &Awry% erection and trading oftnueses and truss Systems, See ANSVIDull Quality Caftooda, Dil and 8=1 Building Component 6904 Parlue Beat Blvd. Sudefirl.ferrusuffOn Tampa. FL 36310 Job TrUSS Type Cry Ply Res. T175998`39 , 1138104-MathearOaratereCafflahan job Reference (oponnal) seat Ciest Triga. R. Pggai FL Usages Run:8,240s Ma,1320191andt:8240 MiliI320191AH'Tekladustres, Inc. MonJullS14:12:152019 Pagel ID:dqy_AeluMvnJAuVPWEjvdyxrS�m8YkkGioZ-rRzTUAfqHHHNhEEkXSSobLg3VaQyxpE. i�� 3 ",a Scale = 1:50.6 3x4 = AAA — 3x4 = Asa = 3xS = axis 11 Plate Offsets (X,Y)— Fl:0-1-10,Edgel LOADING (psQ SPACING- 2-0­0 CSI. DEFL. in (toe) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.19 10-13 �999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.91 Verr(CT) -0.38 10-13 >815 180 BCLL 0.0 Rep Stress Ina YES WB 0.42 Horz(CT) 0.06 7 n/a nfa BCDL 10.0 Code FBC20171TPI2014 Matdx.AS Weight: 143 lb FT = 0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4SPNo.2 BOTCHORD Rigid calling directly applied. WEBS 2x4 SP NOS WEBS 1 Ross at midpt 6-7. 4-8, 6-8 REACTIONS. (Illisize) 7=119910-4-0 (min. 0.1-8),11=i199/0-3-5 (min. 0-1-8) Max Hom 1=499(LC B) Max UpllftT--697(LC 8), 1=w541(LC 8) Magi Grav7=1293(LC 13), 1=1239(LC 13) FORCES. (lb) - Mae. Comp./Max. Ten. -AU forces 250 (Its) or less except when sham, TOPCHORD 11-2�248911072,2-3=-211161117B, 3-4�20431896,4-5�934/412.5-6=-814/446. 6-7�1117&706 BOTCHORD 1-10=-1394123al, 10-14=-918/1588,9-14=-918/1588,9-15=.918/1588,8-15�918/1588 WEBS 2-10-5701445,4-10�287/741,4.8�1018/618.6-8=-69711276 NOTES- 1) Wnd: ASCE 7-10; VuItw170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf, h=18ft; B=6011; L=54ft; eave=6ft: Cat. 11; Exp C; Encl., GCPI=0.18; MWFRS (directional); antileverleft and right exposed ; end vertical left exposed: LumberDOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Plates checked for a plus or minus 0 degree rotation about its Center. 4) This truss has been designed for a 10.0 Pat bottom chard live load nonclaricument 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 = 1 O.Opsf. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Un-lb) 7-697, 1=541. 7) This truss design requires that a minimum of 7116" structural mod sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn PE No.22039 Wrote USA, Inc. FL Cod 6034 all Parts East Blvd. Tampa FL 33810 Data: July 15,2019 WARNING - Vomfy design parameters and READ NOTES ON THIS AND INCLUDED AffTEK REFERENCE PAGE 11111-7473-1 IG032015 BEFORE USE. Design wind grand, emission lAffeldecandregaors. This design is bawal Andy Own Parameters Wassam, And is for an individual Wastes comporteraL and argues System, stages use, Me burning designer must ve*ft appRicabimiyofifeagn parameters, told prepery ded,garri Men deep W.M. aterall buTairli Dracing Indicated late Pravent lackling AT ridividuad uAss web anWor chonal meanings east. Mandrel temporary and Permanent beracing WOW Is sleeve acquired for Stability and to provere callapse with passilila wronging day and property damage. For general guidance Reading Me flacricanica. storage. delvery. omicron and ranging of Rowe and truss sycends. we ANSUTPII Gaudily Canada, DSBAS, and SCSI Bafflefing Compopent once Parge East BIW. �W(n�m�n a�lab�ftomTms&RM.In��e,218N.Lo�K�ke3lZn�nd�.VA2MI4. Tampa. IFIL Settle Job I russ I ype I'l, T17599370 J381041 BlLN455 Hafl-11P �uty 2 , 1138104-MatinlivC.110rin-CallIMIdIR.S. Job Reference (optimal) Esea—ug Indi.,1LIATC0.1-t-da. 2019 Print 8.240 9 May 13 2019 Mi7ek Irdaefties. li Act uMvnJAuVPWjEjvdyxrSe-,k_KXm4luT6h 48 1.4 11 4 15 5 Scage = 1:47.2 U4 = ex. — JX4 = 14 = U4 = Us = 34 11 Mo Plate Offsets (X,Y)-- r1:0-1-10,EcIneIj4:0-54.0-2-0j LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.16 11-14 �999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1133 BC 0.78 Vert(CT) �0.28 11-14 �999 180 BCLL 0.0 Rep Stress Ina YES WB 0.93 Horz(CT) 0.06 7 hire n/a BCDL 10.0 Code FBC2017ITP12014 Mil Weight: 156 lb FT z: 0% LUMBER. TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 BRACING. TOPCHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid calling directly applied. WEBS 1 Raw at mdpt 6-7.4-8 REACTIONS. (lb/size) 1=1199/0-3-5 (min. 0-1-8).7=1199/04-0 (min. G-1-8) Max Haz 1=446(LC 8) Max Uplfiftl�556(!_C 8), 7�682LC 8) FORCES. (11a) -Max. Comp./Max. Ten. -All forces 250 fib) or less except when shown. TOP CHORD 1-2=-246211137, 2-3�2120/984, 34�1 133/554, 4-15�6081352, 5.15=608/352, 5-6=-608/352.6-7-1154/690 BOTCHORD 1-11�141012308. 10.11=-994/1630,9.10�994/1630,8.9�576/982 WEBS 2-11 =-506/392, 3-11 =2511610, 3-9=-887/561. 4-9cm-325`710, 4-8�754/432, 5-8=-3611254, 6-8=685/1183 NOTES. I I Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuU=1 70mph (3-second gust) Vasd=1 32mph; TCDL=4,2psf; BCDL=3.Opsf; h=I 8ft: B=60ft; L=64ft; eave=6ft; Cat. 11; Exia C; Encl., GCpi=O. 18; MWFRS (it lrectional); Cantilever left and right exposed ; end verfical left exposed; Lumber DOL= 1.60 plate g rip DOL=1.60 3) Provide adequate drainage to prevent water pondfing. 4) Plates checked for a plus or minus 0 degree rotation about its Center. 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 Vida unit fit between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to beadng plate Capable of withstanding 100 It, uplift at joint(s) except at=lb) 1 =556, 7=682. 8) This truss design requires that a minimum of 7/16P structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Waltar P. Finn PE No.22839 MiTek USA, Inc. FL Carl 66U SSW Pailed, East Blvd. Tampa FL 33610 Date: July 15,2019 A WARNING - Vedly design paramnievs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMU 1473 rev. IAV3Qdy BEFORE USE. Design wild far ON OrDywith MilreMearresdars. TuS desuin is based Only Upon ;Rvarraders Mcarn. and is finan Indi,idual WRong curn,unavAL M Iva I' aftMosyvemBefforause,the builDing designer mug venryMe applicabifty efdeugn gavergem and properly Incorporate Me deggn into Me ovend! boldingdesign. BMehgind�edl$IOPMWnIWWmgot�dMdualtmsswebm&ar�odmembemon�,. Addlesnallempovaryarelpenguanedlinacing WOW i�����l�df.,�blifty.�dt.,.��t.U.p��w0po.iblepamonalinjuqwdpmperlyda�ge. Forgeneraiguidanceregardin,the Mudicalki., Media.. d.hneW. creation and bracing ofingeses and ve'..'stide'. a.. ANSffRlQu.tilyC�daDSB49md&CS#BuildingComp�ent 6904 lasurige East Blvd. Saredyinukdrasedin �ilable�TmssRWatngft�e,218N.�OMe,Su�e3lZAe�d�,VA=14. Taw., Fl- 36610 job I Was Type Uly Ply 138104�MathmCa[aba column Res. T17599871 J38104 I: 1-5s. 1 lhufl-p 2 1 lJob Reference (optional) KMI: S24U 5 May 1JZUlVFFM"`2`g "'4132019 KGreklmusurnes. Me. MW Jul 15 14:1Z162019 Page 1 ID:dcy_Aelum��iA.VPVV,Ej�dy�S.-4-IC(.4i.T6hK372hkNLVVpVvsCeGxBogkaKo25syxpDz 7TS- 15�0.0 k .'j1 7.2.2 4xil = 14 1X4 11 Sees = 1:45.6 3A = 3X4 = 1.4 11 JX4 � ass = 3x8 = 3xG Plate Offsets (XY)- 13:0-5-4.0-2-07 LOADING (psQ SPACING- 2-" CS1. DEFL. in (Joe) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.65 Vert(I-L) 0.20 10-13 �999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.77 VeThCT) -0.29 10-13 >999 180 BCLL 0.0 Rep Stness Ina YES WB 0.89 Horz(CT) 0.06 6 n/a nla BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 144 ta FT = 0% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=119910-6-0 (min. (T-1-8).6=1199/0-" (min.G-1-8) Max Horz 1=394(LC 8) Max Uplfftl-570(LC fl),6�668LC 5) BRACING- TOPCHORD Structural mad sheathing directly applied, except end verlicals. BOTCHORD Rigid ceiling directly applied. WEBS I Row at midid 5-6,2-8 FORCES. Qb) - Max. Comp.lMax. Ten. - All forces 250 (Ita) or less except when show. TOPCHORD 1-2�237911102,2-3�1419/682,3-14-824/465.4-14�824/465,4�5=-824/465, 5-6=1 V181678 BOTCHORD 1-10�130312172,9.10=-130312172,8-9=-130312172,7-8=-707/1215 WEBS 2-1 0=01325, 2-8�1 0951659. 3-8=-2271566, 3-7�640/374, 4-7�4471314, 5-7�720/1272 NOTES. I I Unbalanced met live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuhul 70mph (3-second gu at) Vasd=1 32mph; TCDL=4.2psf: BCDL=3.Opsf, h=1 8ft; B=6011; L=54ft; eave=611; Cat. 11; Exp C; Encl., GCpI=0. 18; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate gnp DOL=1�60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about Its writer. 5) This truss has been designed for a 10.0 psf bottom chord live load nounconcument 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 dt=ib) 1 =570, 6=668. 8) This truss design requires that a minimum of I'M 6" structural mod sheathing be applied directly to the top chord and I TZ' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn P E 110.22839 M',T.k USA, Inc. Fi. Cod 8634 6904 Paths East Blvd. Tampa Fl. 336111 Dole: July 15,2019 A-AR-NG - Vfif, of.sile P....,e �Ild READ NOTES ON THIS AND INCLUDED SUTER REFERENCE PAGE 1011-7473-, 101a�42016 OEFOR6 USE. Destgo valid her use only with SAFTeM considans. This design is based 0* Mean parameters snews. and is for an Individual building comparded. no a Mesa System. BOMM Use. Me lassfing designer must verify Me aPplicallifty of deep paramount; and properly Mom,mmto Thus deep into Me evand bukfimg deskn. gassing Indicated is to prevent libelous of Mervetual truss web number croural Members only. mosional temporary am permarent tuacing MiTele Is always required for stabAfty and to prevent collapse with posobTe personal Injury and property damage. For geneml guidame regarding me 1.1mcams Storage. defivery. erectuon and bmdng oltrusses and truss systems, see ANSVTPU 0-My ended-, 1)519�89 and SCSI Building component 6904 Parve East she. Safebrieformashat MbbleftmTNSSRMalngk�e.218N.��ea�de3lZAe=d�,VA2Ml4. Tams, Fl. 36010 job truss type ty PlY Mathea Call.habCallalbab Rm. T17599872 A8104 Ps als �Q 1 I IJ381M Job Reference (optional) lxA Tnnm� '� Purce. , ,See Rum: 82Q 5 May 13 2019 Py'd* 8 M 3 Me' I 320191viTektraluddres,Irs, MenJuI1514AV62019 Pagel IDAqy-A.IuMvyJAuVPWiEjvdyxrSc4 KXm4luT6hK372hkNLVVpVvqXe92Bn?kaKo25s�pUz 1-24 R. i V2L22 B4-0 scale 114�1' 4xS = 1.4 11 34 = 3X4 = 1.4 11 3x4 = 3X8 = 34 11 U4 = i i i 25-8-0 ENV! M, W— — 6�0 I Plate Offsets (X,Y)- [1:0-2-2.0-0-81,[4�0.5-4,0-2-01,[13:G.2-0,(�0-81 LOADING (psi) SPACING. 2-0-0 CSL DEFL. In (too) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.82 Vert(U-) 0.13 11-17 �999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.64 VerqCT) .0.21 11-17 �999 180 BCU- 0.0 Rep Stress Ina YES WB 0.94 Horz(CT) O.G6 7 Ina nla BCDL 10.0 Code FBC2017,TPI2014 MatrIx-AS Weight: 143 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4SPNo.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=119610-4-0 (min. 0-1-8),2=1314/0,z�o (min.0-1-9) Max Hooz 2�453(1-C 7) Max Uplift7=-621(LC 8), 2�749(LC 8) BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid Calling directly applied. WEBS 1 Row at midpt 4-8 FORCES. (lb) - Max. CompJMax. Ten, - All forces 250 (lb) or less except when shown. TOPCHORD 2-3-244111212, 3-4�16371886.4-18�10901707,5-18�10901707.5-6�10901707. 6-7=-11371646 BOTCHORD 2-111�112112233, 10-11�112112233,9-10=-80411435.8-9=-80411435 WEBS 3-11=01272,3-10-9011523,4-10�1761494,4-8=.505/239, 5.8-5321395, 6-8�73711420 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; VuM=1 70mph (3�second gust) Vasd=1 32mph; TCDL=4.2psf, BCDL=3.Opsf; h=1 8ft; B=6011; L=54ft; eave=6ft; Cat. 11; Exis C; Encl., GCpi=O. 1 S; MWFRS (directional); cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its writer. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconctment 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 beading plate Capable of withstanding 100 lb uplift at joint(s) except (�=Ilg) 7=621, 2=749. 8) This truss design requires that a minimum of 7116' structural mod sheathing be applied directly to the top chord and 1/2' gypsum sheetrcck be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn PE No,22839 My red, USA, Inc. FL Cod 6634 UN Pare, End Blvd. Tampa Fl. 33610 Date: July 15,2019 AINARN,NG - V.1if, d.allrylarsiefflers and READ NOTES ON OnS AND INCLUDED ATlrEK REFERENCE PAGE MIJ-7413 ., 10,01TO'S BEFORE USE. Design vand ray use only win MrI counselors. This design I. based only a,. parameters 0., and 1, Be art adivd.ed build, Andly,yea, no a trues system. Bakee use, Me butifing deagmer must warythe applicability ofdeCp parameters and Pro,earty inearearde MIS design intotle, myerall befflangdesign. Baseng mancynedisto mumnatouWagofindinklealtrunwed andlorchoramembers only. Addifinmallempraq,and,,encandenteacim; We[( Is dome retuIred for Density and to Prommit Collapse wM Possible parateal Injuryand propenty damage, Forgeneral pidamor.'arding Me fabnesty.n. storage. da,kney. memmy and M.Cng of Trussam and truss Systems. me ANSIVIBRI Quality Canada, DSB�89 and BCS1 Building Conspaynalf 6904 Plate East Blvd. SmAntylasomentin. �.bbi.�mT.,�PIW.I�WOe.218N.L..M.d.�A.31ZA..d�.VA=14. Teems, R. 36010 I ype City Ply IJob [8W17sS T175991173 Jul" AlmdIssp Job Reference (optional) EedrGdagl1drSSFLRfdA,FL349s6 Run: 8.240 5 May I32019Pddt:824OsMW 132019 MiTalklectudenes, Inc. Mon,hail!514:12.172019 Pagel 10:dqy_,Nel uM�nJAuVPVIAEj�d�wS�YAu�Q.VVEPpBhHdtl4siMiS?E2UOwE5up_ycdlyxpOy k 0 i 61NI 1.!N_ W_ 1.4 It Scale - 1:,4.8 4X8 = 1.4 11 3X6 = 3a, =3X4 = 3x8 = SAS 11 Plate Offsets (X.Y)- 13:0-54,0.2-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (too) Vdefi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1,25 TC 0.82 VerfiLL) 0.15 IG-13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.70 Vert(CT) -0.22 10-13 >999 180 BCLL 0.0 Rep Stress Inu YES WB 0.95 Hono(CT) 0.06 6 n1a real BCDL 10.0 Code FBC2017rrP]2014 Matnx-AS Weight: 138 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. iffilsize) 1=1199/0-3-5 (min. G-1-8), 6=1199104.0 (min.0-1-8) Max HorE 1 =432(LC 7) Max Upliftl=-612(LC 8), 6=-626(LC 8) BRACING. TOPCHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-7 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 1-2�245111250. 2-3=-16451897, 3-114�1093)`713, 4-14�11093F713, �5-1093F`13, 5-6=-1 140/650 BOTCHORD 1-110�1 13312260, 9-10�11 133/2260.8-9=-807/1442.7-B�807/1442 WEBS 2-10=0/274, 2-9:zw9231556, 3-9�18615011. 3-7�5091244. 4-7-532r395, 5-7=-744/1425 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuh=l 70mph (3-second gust) Vasd=1 32mph; TCDL=4.2psf; BCDL=3.Opsf, last Bft; B=60ft; L=54ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=O. 18: MWFRS (directional); canfiever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 pal bottom chord live load monconcument 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 Dfwithstanfing 100 lb uplft at joint(s) except 0=11g) 1=612, 6=626. 8) This truss design requires that a minimum of 7116'structural mod sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn PE No.22839 MiTelk USA� Inc. Fl. Cert 6634 69D4 Parke East Blvd, Tampa FL 33010 Dans. July 15,2019 A WARNING - Verify design paraniatrs and READ NOTES ON THIS AND INCLUDED AVIEK REFERENCE PAGE MIr7473 rev, 10,10"015 BEFORE USE. Oesil,d valid Ter use only with MffeM correctors. This design is based only uson Parameters shown. and is for an Individual building cianconert, net a Miss system Before use, the belong designer must witty Me applicalarlyoftlesgin Parameters and propery mccTodere, Me design into Me overall tandingdaidge. Begins Indicated 1. to Prevent butieung or isdividualtdows web driver chod! members only. Ackficonattemporaryarel,remanartbraidel, M!Tek* Is always restureed for Stability and to prevent cIfflapse web possible Pa..[ lijunsed prop.roy damage. FiRgindaNg.idencem,addingth. f�dwflm.gomga,deU��,em�nwdbmcMofMms.ndms�Mems.me AM�lOuslityCftdaDSB49�dBCSIButlWagC*�nmt Sell Parke East BML �.bbl.�T..�PIMetn��.,218N.L.�M.�R.31ZM..dd.,VAM14. Tages., FL 36510 into I was I ype i j 311104-Mathey, Res. 1`17599874 [VUSS Irly I fiesence (optimal) East Coast Truss, R Pierce, FIL 34945 Run: 8,240 s May 13 2019 Firm: 8.240 a May 13 nlg Mffek Industries, Inc. Mon Jul 15 14:12:18 2019 Page I ID:dW_Ael uMvnJAuVPWEjvdyvSc-OMSHBInB?jx2lRB3sn�Lm?AkSqUfmt1 1 eH9AlyxpDx �3_8 .1-IL0 . . S-9-14 1-2b Q-bs 5­9�14 L 1g_g Scalex 114',1' IX4 4x8 = 1.4 11 gets = 3X4 = 1x4 11 3X4 = gas = gas = gas 11 74-0 Plate Offsets (X.Y)— ll�0-2-2.0-0-8l,r470-54,0-2-01.FI3:0.2-0.0-0-81 LOADING (psQ SPACING. 2-D-0 CS1. DEFL. In fioc) Vdefi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.13 10 a,999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.58 Vert(CT) -0.22 B-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Hort(CT) 0.06 7 file rVa BCDL 100 Code FBC2017rrPI2014 Matrix -AS Weight: 138 lb FT ma 0% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=119610-4-0 (min. 0.1-8).2=131410-6-0 (min. D-1-9) Miss Ham 2=387(LC 7) Miss Uplift7=-619(LC 8), 2zzm750(LC 8) BRACING- TOPCHORD Structural wood sheathing directly applied, except end verfices. BOTCHORD Rigid wiling directly applied. WEBS 1 Row at midipt 4-8.6-8 FORCES. Qb) -Max. CompJMax. Ten. -All forces 250 fib) or less except when show. TOPCHORD 2�3=-2497/1244,34=-18651994,4.18�1437/864,5-18�1437/864.5-6=-1437/864. 6­7=-I 1271640 BOTCHORD 2-11=-1154/2247.10-11-1154/2247,9-10=-909/1665,8-9�909/1665 WEBS 3-10=�7111408,4-10=-1351425,4-6-332/139.5-8=-6131455.6-8�85911658 NOTES- 1) Unbalanced mof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.0psf:, h=18ft; B=6DR; L=54ft; eave=6ft; Cat. 11; Exp C; Encl., GCpIa0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and night exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) ProvIde adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree notation about its Center. 5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcuffent wiffin my other live loads. 6) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2­0­0 wide will fit between the bottom chord and any other members. 7) ProvIde mechanical connection (by others) of truss to beading plate Capable of withstanding 100 fid uplift at joini except flt=lb) 7=619, 2=750. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn PE 110.22339 MiTelt USA Inc. FL Cod 6634 69*4 Parke East Blvd, Tampa FIL 33610 Date: July 15,2019 A WARNING - dandy design es-momm and READ NOTES ON THIS AND INCLUDED i REFERENCE PACE MU-7473 my. 1010312015 BEFORE USE. Design vaid for use only guct MiTeM contractors. The design Is based only Upon parameters shaven. and Is for an ontividual bundin, cognonent net a Was istem. event use, Uns banner designer must verify Me applicability of design Parameters and propen, neoPecrele dus MaIgn Into Me overvir bufdinQ deetin. Bracing Madicaded Is to Frawnt WWng of Individual truss web adults cluend rembeng only. Additional tormorary anal Parreament bringing MiTek' Is always required for stabrity and to prawnd cannapso with posslible Personal Injury and pioperty damage. Forgenterougulcanceragandingthe tabd�Uon.�omge,deU��,em�nwdbmd�cfWuesa���.�,v.m�,.. ANSImeff Qui CAMada, DS"9 and BCSI Bovii Component 6904 Parke East Blvd. Sarbitylaffirrovedged Temps, FL 36610 Job Frus" I Bugs I ype ty M ah.�H.hjm R.I. T17599875 J38104 1 319 Haffl-fip 1"' Fly I I [3oob'�Refa"ren"m�(o'pfionafl) East Comn I Mae, FL Rence. FL a4a4b R.' U2.0 I Some - 1:44.4 Asa 1.4 11 3R6 3 414 5 SIR = 1.4 11 3xA CC 'v, � W = 3gs 11 LOADING (pso SPACING- 2-M TCLL 30.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Ina YES BCDL 10.0 Code FBC2017ITPI20114 CS1. TC 0.78 BC 0.63 WE 0.60 Matnx-AS DEFL. In Veri 0.13 Vert(CT) .0.22 Horz(CT) 0.06 (toc) Vdefi Ud 9 �999 240 7-9 �999 180 6 n1a Ida PLATES GRIP MT20 244/190 Weight: 133 111 FT = 0% LUMBER. BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural mod sheathing directly applied, except end verticals. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid wiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-7,5-7 REACTIONS. (lb/s'ae) 1=119910-3-5 (min. 0-1-8),6=119910-4-0 (min. 0-1-8) Max Hom 1=366(LC 7) Mies: UpIIft1=-614(LC 8),6=624(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 1-2-251611291, 2.3�1876/1010,3-14�14421871,4-14�1442t87l, 4-5-1442t87l, 5-6�111301645 BOTCHORD 1-10�111168/2279, 9-10-1168/2279.8-9�914/1675,7-8�914/1675 WEBS 2-9=736/446,3-9�147/433.3-7=-337/147.4-7=-6131455.5-7=-86711664 NOTES- 1) unbalanced met live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3�second gust) Vasd=132mph; TCDL=4.2psf: BCDL=3.0psI%, h=18ft: B=60ft; L=54ft: eave=6ft: Cat. 11; ExpC; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and rightexposed ; end vertical left and Tight exposed: LumberDOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree retation about its Center. 5) This truss has been designed for a 10.0 pat bottom chord live load noncawment 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-a 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 100 111 uplift at joints) except ot=lb) 1=614. 6=624. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn FE N&22839 M' IT& USA, Ine. FL Cwt 6634 69D4 Parke East SIvcL Tampa FL 33910 Data: July 15,2019 WARNING - VIIIII Wsi, —.1. �nd READ NOTES ON MS AND INCLUDED ANTEX REFERENCE PAGE ANF7473 rs� 1WO312015 BEFORE USE Design valid Mr Use Onlywrlin TH3 desNn is basea only pan Fammeters shown. End Is for an IndNidual building somoneat net a "as notem. Eggs We. Mar bWdhg designer mug warty the aapRwbiUy ofalesp promoters and propr"emponde mls design seen. meral buildiagdWign. B.Ing ledWed 1, to novent WoklIn, of Inervalk.1 tvs� web anew Grove! marroens =I/. Addiflonaltemponaryand,,armaneattaracing MiTek* is .1asoa mousse! III g.1,11fty and to reverat Wma .0 pmunble personal Injury and property damage. ForgarseralcuTdanceragandingthe finsdoulmn. stmage. delve, ersofion and mocing of"sses and mose sysums. see. AMS11711 Quany Cnesda, DSBF89 and SCSI BuIldhog Component 6904 Parke East B". SaIlmytotmemaims available fiern TnnasMate lngMe. 218 N. Los Blood. Sufte 3lZXwomdgxVA223l4. Tanl Fl- 36610 Truss truss type Qty Ply J38lO�M8MeNC31ahgM­CaHaharRes. T17599976 104 wo I Haffllip I I JAh Reference (optional) East Coms I was, R Plerep, FIL SAW Run: 8.240 5 May 13 2010 Pm" 824D.M.Y132019MIninkinehimlos.1ac. MxAJd1l5l4:lZl92Ol9 Pagel ID:dqy_jAeluMvnJAuVPVViEjvdyxrS�UZOfO5onml3mamGPVuDR7XQOr8GOBLBGlliiB�pDw 1 L74 2R -_12 14!451il W2 i7' 1 '2 g_e Stalm 114�1' 1.4 44 = 3X4 = 1.4 11 4X4 = 4X4 14 3X4 = us ape SO Plate Offsets (X,Y)— [1:0-2-2,0-(�81.[4:D-5-4,0-2-01,[14:0-2-0,0-G-81 LOADING (pso SPACING. 2-M CSI. DEFL. in (too) Udell Ud PLATES GRIP TOLL 30.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.15 12-18 �999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.72 Vert(CT) -0.32 12-18 �949 18a BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.07 8 Me We BCOL 10.0 Code FBC2017rrP]2014 Matrix -AS Weight 138 It, FT = 0% LUMBER - TOP CHORE) 20 BID No.2 BOT CHORD 2X4 SO No.2 WEBS 2X4 SP No.3 OTHERS 20 SP No.3 REACTIONS. (lb/size) 8=1196/04-0 (min. 0-1-8),2=131410.&O (min. 0-1-9) MM Hoa 2=321(LC 7) Max Upl!118�618([_C 8), 2�752(!_C 8) MaxGrav8=1196(LC 17).2=1314(LC 1) BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid caging directly applied, FORCES. (lb) - Max. Comp.lMax. Ten. -All forces 250 (lb) or less except when show. TOP CHORD 2-3=-250411300.3-4�2094/1085,4-5-2021/1146,5-19�1 4131826,6­19�1413/826, 6-7�14131826, 7-8-11421633 BOTCHORD 2-12=1 206/2282, 11-12=-1 001 /1 8B7, 10-11 =1 00111887, 9-1 0=-1 09812021 WEBS 3-12�4931332. 4.12=-871384. 4-1 0�1 551341, 5-9�7411390. 6-9�4231319, 7-9-864/1680 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuftml 70mph (3-second gust) Vasd=l 32mph; TCDL=4.2pst, BCDL=3.Opsf; h=1 81t; B=60111; L=54ft: eave=6ft; Cat. 11; Exp C; Encl., GCpI:=0. 18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOLe:1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its writer. 5) This buss 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 tell 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 (V-1b) 8=618, 2=752. 8) This truss design requires that a minimum of 7/16' structural mod sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. LOAD CASEJS) Standard Walter P. Finn RE No.22839 Mi rell USA, Inc. FL Can 6834 69U Fargo East Blvd. Tampa Fl. 33610 Date: July 15,2019 AWARNING - Venly design parameters and READ MOMS ON rNIS AND av=oEv ran -EX REFERENCE PAGE 4111-7473 rov. 1OAOGOjA BEFORE USE. Delgn vatid fer Use Only With 1117OW collective. nis deep Is based only qan parameters slusing, and is for an indaidual buading conponeM not 8IMSS�VeM.UIOMUSe.�bdid�gdosiperMUAWfilyMeapphubildyofdeappmmetmwdpm�rtyhM�MetiSdeS]VhtoMeo�WI buildogdolign. BuntAg (located ill. greerentleialin, Only, Wel( is aWays roomed for statiflity and to prownt tedflapas wall postatle personal Injury Old property damage. For general quilarge, regarding Me fiftompition, Storage. deUver, erection and torado, of games and "as systems, me AINSM11 quality Canada, M949 and BCSg Building Component 6904 Parke East BW. Safievinfirreation a�ilableft=TmssM�olngWe.218N.��M.�le3l2.��dft.VAM14. Tamol, M 36610 Job Truss Truss Type my Res, T1759%V? 381041 B21 Hal(Hip jQty 1 I jimica-ManteseCallahad-Callabion job Reference (ointmal) Eaud Coast True, Ft Pierce. K �946 Rm:&240s Mat,132019PArt:8.240 May 132019MiTeR Industries, Inc. MWJU11514:IZ192019 Pa981 ID:dqy-beluMvnJAuVPWiEl�y�S"ZN05onml3mamGWuDR7XQNr8LOBEBG[IjiBYXPDw 4- 1 74 W�12 V , 'e_S 17 174" Axe = 3A = 15 Scol. = 1 44,5 4X4 = 4X4 3X4 3X4 = ass 34 3x4 Plate Offsets (X.Y)— r1:0-1-10,Ed9ej,[310-5-4.0-2-0l LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) Union Lid PLATES GRIP TCLL 30.0 Plate GNP DOL 1.25 TC 0.46 Vert(LL) -0.15 11-14 �999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.73 Vert(CT) -0.33 11-14 �938 180 BCLL 0.0 Rep Stress Ina YES INS 0.71 Hoa(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matnx-AS Weight: 133 la FT - 0% LUMBER - TOP CHORD 2X4 SP No.2 BOT CHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. (lb/sIze) 1:%1199/0-3-5 (min. 0-1-8).7=119910-4-0 (mi-I Max Hom 1 =300(LC 7) Max Upliftl=-616(LC 8).7=-622(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid Ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All faces 250 (lb) or less except when shown. TOPCHORD 1-2=-253911349,2-3�2112JI110,3-4-20301115B,4-15�14181833,5.15�l4181833, 5-6�1418[833,6-7-1145/638 BOTCHORD 1-11�1222/2320, 10-11�100711903,9.10-100711903,8-9=-110212030 WEBS 2-l1=-5161366,3-11=-I0M87, 3-9=m1741340, 4-8�7461397,5-8�4231319, 6-8=-872/1686 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=l 70mph (3-second gust) Vasd=132mph; TCDL=4.2psf: BCDL=3.Opsf*, h=18ft; B=60ft: L=54ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directions]); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its Center. 5) This "as has been designed for a 10.0 par bottom chard live load nonciancuffent 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 100 111 uplift at joint(s) except 0=11g) 1 =616, 7=622. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1 Zl gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn PE No.22839 Mi rek USA, Inc. FIL Cart e634 6904 Park. East Blvd. Tampa Fl. 33610 Dats: July 15,2019 AwARN-G. Vedry design pammeles andREADNOTES ON THIS AND INCLUDED MITEX REFERENCE PAGE WH-1473,­ la,031201SOErOREUSE. Deingainfic! for use calwah MMeM commagges. Thus deagn Is sagen only upon pageraddere Shown, and is even firdisdual bulging, cougg,anum not a WaSS System. sense Use, Me bWldhg designer must vanity the applioulfty or design paregated, and propedy Incorporate MIS daingn sto Me overall buldingdesign. Bracing indicated Is to prevent backing of haliNdual buss web andfid chord memben only. AddhicurgallernponaryindrugoddMildacht, WOW Is aldays regained Mr stability and to prenat collapse with possible personal injury and property damage. For general guidance mgadfirg Me fabricator. Storage. delares, erection and bmdM of causes and sure systems. we ANSIT111 Quaddy Calandra, DSEI And BCSI Enlarging Component 6904, Parim East Bluc. m�ble�Tm�RMoln=We,218N.L��d,�e3lZA�dda,VAV314. Tempe. FL 36610 Job Truss I duss I ype CRY - J311104-MattewCalialso-Cafflahan Res. I T17599876 ,381041 ,G Halt Hip order 1 I �Ply Job Reff.rence (oplionall, ..'a loss, I need. I I,I.rad, " �­ 1.4 RuYIS�v..,TeKnuxud.S.Id.. sa.11JI4151s:122.2us l'.1.1 ID:dqy_?NeluMvnJAuVPWEJWyxrS�zlZlcRoPXKBmYkLSzCPS-L4UoFXm7fy�ymGEdyxpDv 28 Scals - 1:49.6 3X8 = aletINIVISIAS 1.4 sad 5X5 INS SX8 5.00 r1_2 4 20 21 22 5 23 24 25 , 7 28 27 288 3X4 = 3x8M18SHS 3xl2 3X4 = 3.SM18SHS 11 Plate Offsets (X.Y)- [1:0-2-2,04)-81,[4:0.5-4.0-2-01,[6:0-2-8,Edqel,[10:0-2-4,0."J,fl5:0.2-0,0-ml LOADING pso SPACING. 2-0-0 CS1. DEFL. In (toe) Vdefl Ud PLATES GRIP TCLL 30LO Plate Gap DOL 1.25 TC 0.93 Vert(LL) 0.35 12-13 �868 240 MT20 2441190 TCDL TO Lumber DOL 1.33 BC 0.53 Vert(CT) -0.50 12-13 >617 180 MISSHS 244/190 BCLL 0.0 Rep Stress [nor NO VVB 0.68 Horz(CT) 0.10 9 n/a me BCDL 10.0 Code FBC2017rrPI2014 Matrix-NIS Weight: 133 US FT=O% LUMBER- BRACING. TOPCHORD 2X4 SP 270OF 2.2E *Excepla TOPCHORD 1-4: 2x4 SP No.2 BOTCHORD 2X4 SP 270OF 2.2E BOTCHORD WEBS 2x4 SP No.3 *Exwpt* WEBS 4-12,5.10,8-10:2x4 SP No.1 OTHERS 2x4 BIG No.3 REACTIONS. (lb/size) 9=2727104-0 (min. 0-24),2=2438/0-" (men.0-2-0) Max Hoa 2=255(LC 7) Max: U;DIM9�1599LC 5). 2�1467(!_C 8) FORCES. (1b) - Max. Comp./Max. Ten. -All forces 250 (111) or less except when shown. TOPCHORD 2-3=-540213106. 34�518513014.4-20�5972t3567.20-21-5972r3567, 21-22�597213567, 5-22�5972/3567,5-23�439112639, 23-24=-439112639, 24-25�439112639.6-25=-439112639,6-7=-439112639, 7-26=-4391/2639. 26-27=-4391/2639, 27-28=-439112639.8-28�4391/2639,8-9=-254711583 BOTCHORD 2-13=-290614929,13-29=-2845/4802, 20-30�284514802,12-30=-284514802. 11-12�3555/5972.11-31=-3555/5972,31-32-3555/5972.32-33-3555/5972. 10-33�3555/5972 WEBS 3-13=-412/34B, 4-113�2421710, 4-12=-816/1385, 5-12�25&1339, 5-10=-175611038, 7-10=-9761777. 8.110�279414772 Structuml wood sheathing directly applied or 2-2-11 DO puffins, except end verticals. Rigid wiling dimctly applied or 4-7-7 oc, bracing. I Raw at rl 8-9,5-10,8-10 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=1 70mph (3-second gust) VaSd=1 32mph; TCDL=4.2psf, BCDL=3,0psf:, h=l 8ft; B=60ft; L=54ft; eave=6ft: Cat. 11; Exp C; Encl.. GCpizO. 18; MWFRS (cilreactional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water painting. 4) All plates am MT20 plates unless otherwise Indicated. 5) Plates checked for a plus or minus 0 degree rotation about its Center. 6) This truss has been designed for a 10.0 pat bottom chord live load nonconcurnent wfth any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the boftom chord in all aware whena a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other membem. 8) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ild uplift at joint(s) except (it -lb) 9=1599, 2=1467. Walter P. Finn PE 110.22829 Mirrek USA, Inc. Fl. Carl GOM HIM Parke East Blvd. Tampa Fl. 33610 Dathe July, 15.2019 Continued on page 2 A WARNING - Wulty design panamerns and READ Noma ON THIS AND INCLUDED INTEK REFERENCE PAGE add 7473 reI, IOMMOSBEOORUFUSE. DesIgn valid for use only,afth Unreol, correctors. 7m, learn Is based Only upon paundaters plhpwrn� and is Seen lurrAdual Wall component. no ME' aMssqMen�f�eus�MebWMrngdeSignUMUSt��tiMeappU�ilkyolde�ppa�etemmdpmp.6&Wlp.�eti.d.�gn�tom.�mlI buIdingdesign. Buxing loplical Is to prevent bucideng, d Indniolual truss web tenser obord merneens oni, Addri.inatmeroddylerelpendannoxweing m7lele IS alwate returned for stability and to Onnent collapse with possible persenal Injuryarul property damage. Forgencrall,dixianceregarefingthe fabrication, Saudis. dealwary, orection and bradang oftnessad; and truss listens. see ANSM11 Qualle, Cruents DS&89 it BCSI Building Component 6904 Pardo, East Blvd S�tyle..WiO. Ubl��T.nRg.l��Ue.218K�U.d,Suft.312,A..dU,VAM14. Tampa, FIL 36510 Job Truss lype Res. I' T17590878 J36104 ,,SS G jQlY I Hall H p Gnier 1 jPlY , jJ138104-MadmCallaher-Caffainan Job Reference (option,l) ..a, , a.. ". eunig. Ran: 5,240 5 May 13 2019 Part 8,240 a May 13 2019 Mass I no ustrues. ine, Me n Jul 15 14:122120 19 Page 2 10:dqy_Ael uMynJAuVPVAEjvdyxSo-Rx7Q;mp1 leJd9"eXhWYdfXft?s6C-rjcWpm3yxpDu NOTES. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 345 Its dam and 385 lb up at 7-0.0, 189 111 dam and 199 lb up at 9-D-12, 189 lb dam and 199 lb up at 11-0-12. 189 lb dam and 199 Ito up at 13-a-1 2, 189 Is dam and 199 Its up at 1 5-G-1 2, 189 lb down and 199 Ild up at 17-0-12. 189 Ild down and 199 lb up at 19.0-12, 189 Its dam and 199 Is up at 21-0-12, and 189 111 down and 199 Ib u Is at 23-0-12, and 174 Ito do= and 195 lb up at 25-0-12 on top chord, and 435 lb dam and 247 lb up at 7-0-0. 80 lb clovAn and 27 Ib up at 9-0-12, 80 Its dam and 27 Ils up at 11 -D-1 2. 80 Is dam and 27 lb up at 13.0-12, 80 lb dam and 27 lb up at 16-0-12. 80 lb dam and 27 lb up at 1 7-G-1 2. 80 lb dam and 27 lb up at 19-0-12, 80 lb dam and 27 Is up at 21-0-12, and 80 lb doWn and 27 lb up at 23-0-12, and 91 lb dam and 22 lb up at 25-0-12 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 am noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate lincreasezol.25 Unifom Loads (plf) Vert: 1-4-74, 4-8�74, 9-17�20 Concentrated Loads (11g) Vert: 4�214(1`) 6�1 53P) 13�435(1`) 12w-67(F) 5=-153(F) 21 �1 53(F) 22-153(F) 23=-153(F) 25=-153(F) 26=153(F) 27�1153fl 28=-1 73P) 29=-67(F) 30=-67(F) 3f�:67fl 32=-67(F) 33�67fl 34�67(1r) 35=-67(F) 36�72fl AS WARNING - Venty design patamelers in d READ NO r5S ON THIS A No INCL UDED AVIEK REFERENC E PA G E Ald- U73 . I WOV20 13 BEFORE USE. Design Sold for u Me on y wid, MjTe1d) comestool. 'rnis design I y based on �j Won paingin Sig re an days. and is for an Individual bulding DO woreM not Sal, a trues system. Begins use. me building designer mud yedf, me applicalsi By of design promises and PMPCVnW ri flus design Into one oyeral building deal B" undiaged Is to myeart Studding of individual truss mb andhad share members only. Additional SualpOrary, and parrasn8d, SmAing M!Tei( is alaways required for sUilmuty and to prevent cafflVes, arm gandUe gersaral Injun,and property damage. F.rg.neralgi.w.naeregandingth. Mendelian. Storage. delivery, enertion and brada, af1ruSseS and Says ssudS. See ANSYnelf Quality Mome, DSS-89 and BCS1 Building Cawonent 6904 Parke East Blyd. Saffelyinfivorsaffon m�We�Tmss�einMMe,218N.Lft�MO.Su4e3iZN�d�.VAM14. Taw.. Ft. 36610 I as I ype ty "" 381�Manhm Ceflathar,Caflahan Res. jJql,Referenae T17590679 IJob J38104 11RISS B23G XVHp "Ier � 1 (optimal) End Coast Truss, R Plum, FL 34943 RUT: S24D S Mors, 13 2019 Pne" 8240 3 May 13 2019 MiTek industries, 1"' Man Jul 15 141=2 2019 Page I ID.dqy_Ael uMvnJAuVPWEjAyffS�v8ho07qf2yRUn2VrSdSw3m9qD3DDbYRc�yFFNJWyxpDt 3-9-14 7�0 13�4 i 1:��12 25�0 3�9- 4 3-2-2 l_B I 5.00 r1-2 ass = 4x8M18SHS = 3X4 = 3X4 = led 11 SX5 We = 3xSMI8SHS U12 U4 = Scale , 1:46.0 sa = 3XBM188HS 11 Plate Offsets (X,Y)- [1:0-4-2,0�1-81.[3�0-5-4.0-2-01,[5:0-2-8,Edqel.[S�0-2-4,0-"I LOADING (pad) SPACING- 2-0-0 CS1. DEFL. in (too) Wall L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.35 11-12 �867 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.53 Vert(CT) -0.60 11-12 o6l 8 180 M18SHS 244/190 BCLL 0.0 Rep Stress Ina NO WB 0.68 Hoa(CT) 0.10 8 n1a n/a BCDL la.o Code FBC2017frPI2014 Mail Weight 128 Its FT = 0% LUMBER. BRACING- TOPCHORD 2X4 SP 270OF 2.2E *Except- TOPCHORD ": 2x4 SP No.2 BOTCHORD 2x4 SP 270OF 2.2E BOTCHORD WEBS 2x4 SP No.3 *Except- WEBS 3-11.4-9,7-9:2x4 SP No.1 OTHERS 2x4 SP No.3 REACTIONS. (Hesize) 1=2323/0-3.5 (min. ().-I-15),8=273110-4-0 (min. 0-2-4) Max Hom 1 =234(LC 7) Max Uphill m-1331 (LC 8), 8�16011([-C 5) FORCES. (11b) - Max. CompMax. Ten. - Ali forces 250 (Iffi) or less except when she". TOP CHORD 1-2=Z44513166, 2-3�521013050, 3-16�598513584,16-17=598513584' 17-18=-598513584, 4-18�598513584, 4-19=A398/2648. 19-20o-439812648, 20-21=-4398/2648. 5-21=4398/2648,5-6=-4398/2648, 6-22=-439812648. 22-23=-4398/2648, 23-24�439812648, 7-24=-4398/2648. 7-8=-255011588 BOTCHORD 1-12u-292514975.12-25�285414824.25-26=-2854/4824,11-26=2854/4824, 10-1 1=-356115985,10-27=-356115985. 27-28�356115985, 28-29�3561/5985' 9-29�356115985 WEBS 2-12=-437/385. 3-12=-267f729. 3A1=:m82l/1383, 4-11�257/343, 4-9=-1763/1041. 6-9=�9761777. 7-9�2797/4780 Structural wood sheathing already applied or 1-7-8 Do Puritans. except end verticals. Rigid eating directly applied or 4-7-6 Be bracing. I RM at mialpt 7-8.4-9.7-9 NOTES- 1) Unbalanced met live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=l 70mph (3-seconal gust) Vasd=1 32mph; TCDL=4.2psf; BCDL=3.Opsf, h=1 Bit; B=60ft; L=54ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=O.l 8; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent sister pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) Plates checked for a plus or minus 0 degree notation about its Center. 6) This truss has been designed for a 10.0 Pat boltom chord live load noncacurr ant with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 8) Pmvide mechanical connection (by others) of truss to begging plate Capable of withstanding 1CO lb uplift at joint(s) except (R-lb) 1=1 331. 8=1601. Walter P. Finn PE NM22839 Ui USA, In, FL Carl 6634 M Parke East Blvd. Tampa FL 33610 Data: JuIv 15.2019 Continued On vaoe 2 AwARN,NG - v-, design u.,nataes �nd READ NOTES ON Tins AND INCLUDED MITEX REFERENCE PAGEM11-7473 . IW03/20?S BEFORE USE. Design vaad for use onlywith Mill addraredirs.'rhis design is based only upon parameters si and is Mean Indimc.al building muniona.m no a truss system. Estate use, " building designer mind wily Me appliandliNy 0fdoup Parameters and property inoorporate Mis delip Intodre orwrial avildIngdeegn. Bmdngind�edistoprowntbu�gof�dMWWWssweban��oMmeftemmh,. MddionWte�m�aMp�o�bm�g M'[Tek* Is annoys required far Subsidy east. internal onlap.a tvian pareats. personal injury And property damage. Forgenerelgandanceranglardingthar fadmbon.gomge.delWW.e�nudbradngoftmswsaftd�SSq�Oms,we ANSIRIP11 Quality affinda, DS849aredISCSIBuRdIng Component 6904, Parke East SM. Sandyinformusplon stainable men Truss Pigs Insiders. 218 IC Lee Street, Suse 31Z iworaidda. VAM14. Tampa, Ill- 36610 Jco Tnuss Type, QrY PlY 48104�hlftahmv Catalban-Callation Res. T17599879 J38104 lindss BUIG HaTHIpGtrder I 1 Job Reference (optional) — ............ I. "ImPs. Ken: 8,240 5 MAY 13 ZU19 I've " -a - -ay 13 2019 Mrrek Industries, In, Mon Jul 15 14:12:U 21319 Page 2 ID:dqy_�4.1.MvnJAuVPWEjvdyvS�v8hoD7qf2yRUn2Vt5dSw3m9qD3DDbYRdyFFNJW�DDI NOTES. 9) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated Ioad(s) 345 Ita dovin and 385 lb up at 7-0-0,189 lbdovrn and 199 It, up at 9-0-12, 18911adomm and I 991b up at 11-0-12,1891bdom and 1991b up at 13-0-12,189 lbdom and 199 Its up at 15-0-12,1891bilovin and 19911, up at 17-0-12,18911aclovin and 199 lb up at 19-0-12, 189 lb dOm and 199 ta up at 21-13-12, and 189 Ib dom and 199 la up at 2a-0-12, and 174 go dom and 195 Ita up at 25-D-12 on top chord, and 435 It, domand247[bupal 7-0-0.801bdovinand2i'lltuipat 9-0-12,801bdovanand271buipat 11-0-12,8011adoman,1271buipat 13-0-12,80[ladomman,1271bulpat 15-0-12, 801bdownand271bupat 17-0-12,801ticlovimand2itititipat 19-0-12,8011adomanam,1271buipat 21-012,and801bdoman,12711i 23-0-12,andglilladoMand2211, upat 25-0-12on bottom chord. The designtselection of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (13). LOAD CASEjS) Standard 1) Dead + Roof Live (balanced): Lumber Increaseml.33, Plate Increase=1.25 Uniform Loads (pff) Vert: 1-3�74. 3-7�74. 8-13�20 Concentrated Loads (ib) Vert: 3=-214(B) 5�153(B) 12�435(13) 11 =-67(B) 4-153(B)_l 7�153(B) 18-153(B) 19=-1 53(13) 20�153(13) 22=-153(8) 23=-153(B) 24=-I 73(13) 25�67(B) 26=-67(B) 27=-67(B)-28=-67(I3) 29-67(B) 30=-67(B) 31�67(13) 32=72(1!1� WARNING - Venly design pinameters end READ NOTES ON TWS AND INCLUDED &Tlr5X REFERENCE PAGE Mll-7473 r— 10/0342015 BEFORE USE. Design use far use only win MiTeM Connectors. ThTs design is based Wy o,aam pandmides shomm. and Is W an Inviotuat WILging wn,arma net a bass Simon. Before use, Me building dedgmer must vedfy Uha appli,dioUry of deep parameters and inapedy In,aMomme Me design Into Me inerill buVilingdamign. B.hi�diW�di�t.p...Ib�M,�g.findm�altmssw��orchoMmeftemmly. Additional temporary and permanent leacirg MiTek' is miens required for stabifity and to preemat wHapse wM postal, personal rjury and property damage. Forgeneaguldanceregainfingthe fibetcaffl.m. storage, defieter, mnedima it lonedrig, tiftaines, ad Mae lesteirs. se. ANS17PH Quality Cilfteds, QSBA19 and BCSI Building Component 6904 Park. East BW. Sadooraftereaffors ainsdableflawn TMISPIldis litudifte.218 N. Lee SMdA.StAe3lZN0duvdr1a.VAZU314. Tampa, Fl- Sell Truss Inues type Lity Fly J311104�Alvdhew Cafiathancallann Res, T17599880 J'J�0.b' 04 Get XaffH1p 1 2 lJob I Reference (ontimal) t=ast Coalt Truss, I'L Pleics. I-L SASAS Run: 8 240 a May 13 2019 Print 8.240 a May 13 2019 Mflek industries. In. No Jul 15 14:12U 2019 Page I ID:dqy_Ael uMvnJAuVPWiEjvdyxrSc.v8hoO7qf2yRUn2VrSdSw3mWGSbdRdyFFNJVVyxpDt 6�14 12� GG-14 5�2 3d4 = 3X4 = 12� &2-2 3A � Scale = 1:32.4 Plate Offsets (X.Y)— rl:0-2-2,0-0-81, rB4O-2-0,0-0-81 LOADING (pso SPACING- 2-M CS1. DEFL. in (too) Vdefi Ud PLATES GRIP TCLL 30.0 Plate GNP DOL 1.25 TC 0.44 Vert(LL) 0.13 6.12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.38 Vert(CT) 0.12 6-12 �999 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) .0.01 5 n1a We BCDL 10.0 Code FBC2017fTP12014 Matrix -AS Weight: 66 Ile FT = 0% LUMBER- TOPCHORD 2x4SPNo.2 BOT CHORD 2x4SPNo.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (IbIsize) 5=57410-&O (min. 0-1-8),2=698IG-3-8 (min. 0-1-8) Max Form 2=384(LC 8) Max Uptfft5=-638(LC 8),2�652([-C 8) FORCES. (lb) - Max. Comp.lMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-9021690, 3-4=951/883, 4-5�5201534 BOTCHORD 2-6m-8761788 WEBS 3-6�5341452. 4-6-111811007 BRACING- TOPCHORD Structural wood sheathing directly applied. except end verticals. BOTCHORD Rigid Gelling directly applied. WEBS I Row at midpt 4-6 NOTES. 1) Wind: ASCE 7-10; VuK=170mph (3-sewnd gust) Vasd=132mph; TCDL=4.2pst, BCDL=3.Opsf; h=18ft; B=60ft; LwSQ; eave=6ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional); matilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its Center. 3) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument wfth 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 V411 fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 In uplift at joint(s) except Gt=ib) 5=638, 2=652. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn PE No.ZZB%9 Mi relk USA, Inc, Fi. Can 6634 NX Parke East Blvd. Tampa FL 33610 Date: July 15,2019 AWARNING - Vardy damign paranarlers and READ NOrES ON THIS AND INCLUDED ANTEX REFERENCE PAGE Mll-7473 ran, I&MOIS BEFORE USE. Design valid Nr use onywitri MiTelell,connectus. 'Thus deasn Is based Only ei lannedbus anedi and is foran Incivluati Was, conneonre, not a truss system. Were use. fles burning designer mundverlytine applicanififty0fdowgid reddened, end pirsired, Incesixuale this design We flui, owall buildingdesiSs. gracing Indicated Is to prevent buWng ofluctadual truss web snVorcind decrease .*. Addificnaltenverartandxvintruddidexing M!Tek' Is always Focused for stablay and to prevent DAVID with possible personal hjus, and properry dantuage. For,ederadquidancaregadfingtine, fabricated, storage, dellveq. erection and tuning ctSusses add truss "Ons. see ANSVTFT1 Q.-My cdwd-. DSB-89 and DOW Building CONeeonent 69M Pass East SW. ScAnyindaddevsA Tadvasn Min Job Truss I RUSS Type J381(A-MaMeeiCalshaviCaflancurRes. 1 T1 J38104 = lQty Hali 1ply 1 2 job Reference (optional) _ _ Ew . . . . I re as. ' F'.. Run: B,24D 3 MW 13 2019 Put 8240 May 13 2019 Mialk Inclueftned, Inc. Mon Jul 15 14-1 Z,23 2019 Page I ID:dcy_.�elvMvnJ�VPWEivdyvS�NKFAETrHpFZLPC4leLz9rzi5zTVVRK5PmBv?wrMpDs i 12V1X2 2 4X4 = 3X4 = 8.1. = 1:28.6 4X4 34 11 10�0 L2V Plate Offsets (XY)- 11:0-2-2,0-0-81, 19*0-2-0.0-0-81 LOADING (Pat) SPACING- 2-0-0 CSI. DEFIL. in (loc) Ydefl Ud PLATES GRIP TCLIL 30.0 Plate Grip DOL 1.25 TC 0.55 Vertift-L) 0.46 7-13 �325 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.72 Vert(CT) 0.40 7-13 >375 180 BCLL 0.0 Rep Suess Ina YES WE 0.32 Hoa(CT) -0.02 6 Into n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -AS Weight 69 Ile FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 Ste No.3 OTHERS 20 SID No.3 REACTIONS. (lb/size) 6-57410.6-0 (min. 0.1-8), 2=69810-3-8 (min. 0-1-8) Miss Hoa 2=323(LC 8) Mu 1Jpfift6=-615(LC 8), 2�675(!_C 8) FORCES. (Ils) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-9131702. 3-4�4051329, 4-5�294/346, 5-6-6241712 BOTCHORD 2-7=-862/819 WEBS 3�7�567/561. 5.7-7531634 BRACING- TOPCHORD Structural wood sheathing directly applied, except end verficals. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=60ft: L=54ft; eave=6ft; Cat. 11; Exto C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left exposed; porch left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent "ter pending. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 Pat bottom chord live load nonconwirrent 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 Its uplift at joint(s) except (it -lb) 6=61 5, 2=675. 7) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn PE No.22839 M' Tisk USA, Inc. FL Cart 6634 GSD4 Parka East Blvd. Tampa FIL 33610 Date: July 15,2019 he WARNING -Verity design pararneters andREAD Mores ON 0105 AND INCLUDED MITEX REFERENCE PACE Mll-7413 . lod3a015 BEFORE USE. aaaaaa Design valid fix use onlreedid Alffeks, courneccons. �is dalillin is based only upon parameters shown. and is per an Individual befflOng comprent. not a buss sycluers, Before USI, We buldir,, dodgnarmusj vardrima, applicastryofesup parameters and property decrease MIS deep We Me overall lewidlingdesign. Bracing raticarand is to prevent buckling of Individual bass web andiorchad members Only. Additsonadtrnwraryandpareamentibraclu, MiTeW is always renquired for stability and to pervend collapse wkh possible perwrial Inks, and prupedy damage. For general guidance regarding Me fabricamon. Storage. dene, endows and bawnt, drummer and Was systems, we AINStinell Q.any, CMdA DS"9 ad BCSI Building Com,ponent 69041 Parker East Blwi. MbT.�T��.PiM.InMW..218N.L.�O.Suk�31ZM..�d&,VAM14. Tarr.. a Wall 0 ype ty y 'Ge­'ge" Ounce 38104-Marbew TIISS9882 J38104 GO Halillp 2 1 cmO.�IaMWRc�,-.� job Reference (optional) ,e , 21 ow, . Wing do,: .�Zm mag 13 ZU19 Was loglual Inc. M. J.1 15 14:12:23 2019 Page I ID:dqy.AeluMvnJAuVPWEj�dywS"KFAETfHpFZLPC4leLz9ui2lTYWK3XmBv?wrMpDs -14EO 8-0-0 12� 1-2� 8-M 3x4 = 4x8M18SHS = 3x4 = Basis = 1:25.8 Plate Offsets (X,Y)- Fl:0-2-2,0-0-87,[2,0-1-10,E�dqel,[3:0-4-0.0-1-131,18�0-2-0.0-0-81 LOADING (fisf) SPACING. 2-0-0 CS1. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate GNP DOL 1.25 TC 0.72 Verfit-L) 0.36 6-12 -407 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 Be 0.59 VerfiCT) 0.32 6-12 >467 180 M18SHS 244/190 BCLL 0.0 Rep Stress Ina YES WE 0.44 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017JTPI2014 Matrix -AS Weight: 60 lb FT = 0% LUMBER. TOP CHORD 2x4 SO No.2 BOT CHORD 2x4SPNo.2 WEBS 2x4 SIO No.3 OTHERS 2x4 SO No.3 REACTIONS. fiblifize) 5=574/0-6-0 (min. 0-1-8),2=69810-3-8 (min. 0-1-8) Max Hom 2=271 (LC 8) Max Upfif!5�599(!-C 8),2=-691 (LC 8) Mage GmvS--574(LC 1), 2=698(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-720/592, 34-585/636,4-5�5731576 BOTCHORD 2-6-6431596 WEBS 3-6=-327/M. 4-6�8151745 BRACING- TOPCHORD Structural wood sheathing directly applied. except end verticals. BOTCHORD Rigid calling directly applied. 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=18ft: B=60ft; L=54ft; eave=Bft: Cat. 11; Exp C; Encl., GCpi=O.l 8; MWFRS (directional); Cantilever left and fight exposed ; end vertical left exposed; parch left and night exposed; Lumber DOLmI.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent "ter pacing. 4) All plates am MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rolation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of Withstanding 100 lb uplift at joinfis) except 61=1b) 5=599. 2=691. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheemock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn PE No.22839 Mrrek USA, Inc. FL Cert 9634 69M Parke East Blvd. Tampa Fl. 33810 Date: July 15,2019 ,&WARMING- Venfy design gar-rel� -d READ NOTES ON TWO AND INCLUDED 1411159 REFERENCE PAGE AVI-7473,., 1WO3,2015 BEFORE USE. Dalilgo sit for use mlywirg MUT.Woornecurds. 7Eii. design 1, based only upon parameters shcorm. and Is form konedusal building componera, net atusssystem. surged use. ing berldhor, dedgmenguel,radfy Me, applicatruy ordering parameters and property loomysonfies, Me deringn into Me cNerall bunicne,des,n. Bracer, nollemad is 1. prevent bucking off irdividual miss web soldier chord members onfly. Ambionalternmax,randpernmerribraelorl MiTek* Is always lingered for Mobility and to prevent cruxes warn possible personal Injury and property damage. For seems quidarele regarding Me laureation. storage. usage, inaction and reading 0 tross.. and trus. gyationg. ser ANSIVroff Q..14 Coffinfir, DSE49 end SCSI Building Cormmort Saftly1masudgesiblvi sale Pards, East B!dL Tagen., R MID Job Truss type QtY — JQ8104-fealvew Callamen-cawhan Ras T17599883 J38104 C05G Pat lisaff-lip Girder jPlY 1 2 I Job Reference folotional) ...... Kan: U.� S May 13 2019 RIMIL U240 5 May 13 20'9 MITeK inducames. Mc. Mon Jet 15 14:12:24 2019 Page I I[Ldcly-Ael uMvnJAuVPWEjvdMSc4WpYRprvaZhCOMfOC2UOBBF9Kst93T8wOZkUNOyxpDr �o 12� -11:21 3­3�14 2�2 4.6 = sea = Scalve: In'=1' 5X5 14 is 16 5 Plate Offsets KY)- rl:0-2-2,0-0-81.[6�Edge,0-3-81,19:0-2-0.0-0-81 LOADING (psq SPACING- 2-M CS1. DEFL. in (loc) Vdeft Urd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.96 Vert(U-) 0.24 6­7 -622 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.69 Vert(CT) 0.21 6-7 �716 180 BCLL 0.0 Rep Stress Ina NO WB 0.61 Horz(CT) -0.02 6 RIG n1a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 64 lb FT = 0% LUMBER- BRACING - TOP CHORD 2*4 SP No.2 *Excepr TOPCHORD 4-5'2X4 SP 270OF 2.2E BOT CHORD 2x4 SP No.2 BOTCHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=1294/0-6-0 (min. 0-1-8),2=108010-3-8 (min. 0-1-8) Max Horz 2=218(LC 8) Max Uplli`S�l 361(LC 8), 2�1090(1_C 8) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 2-3�200911920,34=-1841/1847.4-14�1693/1764,14-15=-1693/1764, 15-16�169311764.5-16�1693/1764,5-6=-1123/1093 BOTCHORD 2-7�1869/1812 WEBS 3-7�3171330.5-7�1765f1695 Structural mod sheathing directly applied or 4-0.2 cc purlins. except end verticals. Rigid Calling directly applied or 4-0-13 oc bracing. 1 Row at micipt 5-7 NOTES. 1) Unbalanced met live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vun=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf-, BCDL=3,Opsf, h=18ft; B=60ft; L=5411; eave=61t; Cat. 11; Exit C; Encl., GCpi=O.l 8; MWFRS (directional); Cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its writer. 5) This truss has been designed for a 10.0 psf bottom chord live load noricawnrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except 61=11t) 6=1 361, 2=1090. 8) Hainger(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 329 lb down and 389 111 up at 6-0-0. 144 lb down and 191 Ild up at 8-0A 2, and 144 lb down and 191 lb up at 10-0-12. and 137 lb down and 186 lb up at 11 -114 on top chord, and 398 lb down and 376 1 It up at 6-0-0, 63 111 down and 90 lb up at 8-0-12, and 63 111 down and 90 Ita up at 10-0-12, and 75 111 down and 99 lb up at 11-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=133, Plate Increi Uniform Loads (pit) Vert: 1-4�74, 4-5�74, 6-11 =-20 Continued on Daqe 2 Walter P. Finn PE No.22839 III fork USA Im FL Carl 6634 69D4 Parka East Blvd. Tampa FL 33610 Date: iiih, ir gnia AWARNING - Vwifyd..11�1.lwols ­dREADNOTES ON TINS AND INCLUDED AIITEK REFERENCE PAGE MAb7473 ra, 10/0120156EFOR15USE. Cesign valid for Use entities Mirecticarearefori. iffis design is based Only Won parturnebeen shave. and is far an trefivedual beyfing cormaxoneary, net a truss striern. Before use, Me making designer must Wants M apekabuty of deep parameters and property Incocarde MIG design ing flas vermi buildfingdou,n. leasing Indicated is to prevent Welding of Individual truss web members only. Additionovieworaryandpennimentlaracing WOW Is always requned for Mobility and to prevent coRtoado w9h possible personal Injury and property damage. For general guidance naganding Me fabrication. storage. delivery. erection and bracing oftnews and gues systems, see ANSIfIT'll Quedify Curyoubs. DSB49 and Best Building Component StiferYinitermarthe 69M peaks East layd. Tarnpai I'l. 366110 Truss Type T17699883 P'sa Haffl-11pGAer jQty IPly 2 I I job Reference (optional) — two Union TrUSS, FL Ransil, Fl-�Asso Run: 8.240 S Malf 13 2019 Print: 8240 May 13 2019 Mffek Industres, Im. Man Jul 15 14:12:24 2019 Page 2 ID:dcly_�AeluMvnJAuVPWiElvdyxrS�VVpYRpmaZhCOMfDC2UOBBFgKst93T8wQZkUNOyxpDr LOAD CASE(S) Standard Concentrated Loads (1b) Vert: 4-189(B) 7�372(8) 14�1 15(B) 1 S=-1 1 5(B) 16�137(B) 17-56(B) 18�56(1!1) 19=-62(B) AWARNING - V.111, desil. and READ NOTES ON THIS AND INCLUDED AffrEK REFERENCE PAGE MP-7473 rf� OV312015 BEFORE USE. Dell, wild Id, Can o"Ah MITOMI) fanovs... This dell, is basad only Won wornsters Manor, and is (Of On individual building andbadners. not a Load system &fm use. Uto building deogner bounin wd, Be appUceiny of obtain prametem and pmp.dy hadWoral W. demp Into me oferant Isulding deSV. among Indicat" Is to preward Wall of odividual tross web andar Mod defters ont'. Additional tempor, and amdrafterd bracing MiTele is sways re,,ulred far Mabifty and to lownst witapse with "sistible personal Injur,and prapedy darrage. abdatem Made.. delrd, Ideation d brading .1 Wis., and truss systems, see ANSM11 Quality Cifteda, DS"9 and BCST Building Cordsononant 690,1 Penn, East BIwL Saflaryinfamookan �bble�Tmss�aInMU�218N.���.�M31"�dU,VA=14. Tarmsft 36610 Job T.SS I was I ype Qty Ply J381ol-slaced CaflaltanCallarion Res. T1759M J311104 FGal I GAEILE I ljob Referamos (optional) ... .... re., . . '.. . ..-. ..y .. .... .... .... . ... .. .... � .. ­i� An .... ,a . ID:dqy_AeluMvnJAuVPWEjvdyxrSe-JjNwf9sXLtp2eVEPmm?dhOnPpG8hom3eDUlvryxpDq 1:2�2 2 LIPs-O 17�14 ZU"'O "2 35_1D "m 3�12 S.I. ie 1:35.7 6x8 = U4 11 2X4 11 �4 6x8 bol 11 54 = &B = 2X4 11 Zol, H 6X8 1 31 32 n 2 34 3 4 'A e 1 6 1. U4 11 7 `,. An 8 ff=�. �. - WN MONAM" h0w - - i., VAA I i M al i POAO W�Mo I 16 US Sell) led 11 US M18SHS US lX4 6x1O anus It LOADING (par) SPACING- 2-0-0 CS1. DEFL. In (loc) Well Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.24 12 S991 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.93 Vert(CT) -0.36 12 >668 160 M18SHS 244/190 BCLL 0.0 Rep Stress Ina NO W3 0.96 Hom(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 matrix-NIS Weight: 318 No ITT = 0% LUMBER. BRACING. TOPCHORD 2x6 SP No.2 TOPCHORD Strudural wood sheathing directly applied or 3-8-1 Go purins, except BOTCHORD 2X4 SP No.1 end verficals. WEBS 2X4 SP NO.3 -EXcept' BOTCHORD Rigid wiling directly applied or &54 Go bracing. 1-16,8-9: 2x8 SP DSS, 1-15.8-10,3-15,6-10: 2x4 SP No.2 OTHERS 2X4 SID No.3 REACTIONS. (Ibtslze) 16=5845/0-6-0 (min. 0-3-7),9=640010-6­0 (min. 0-3�12) Max Horz 16--192(LC 4) Max Upfiftl(5�3377(1_C 4). 9�3142(!_C 5) FORCES. (11b) - Max. Comp./Max. Ten. -All forces 250 (11b) or less except when shown. TOPCHORD 1-16-5775M363,1-31=-6428/3549, 31-32=-6428/3549. 32-33=-642813549, 2-33=-642813549, 2�34=6428/3549. 3-34=-642813549, 3-35=-131 17J6826, 4-35=-13112/6826,4-36=.13112/6826,5-36=-1311216826.5-37=1311216826. 6­37�13112/6826. 6-38=-748313765, 7-38�7483/3765, 7-39=-748313765. 3%40�748313765, &40�7483/3765, 8-9=-6312t3124 BOTCHORD 14-15�6251/11630,13-14�6251/11630.12-13�6251/11630.11-l2�5954/11643. 10-111�595411111643,9.110�11771266 WEBS 1-15=4254f7848.3-12-78211877,4-12�2204/1163, 6­12�11112811859,8-10=449419034, 2-15�5701478,7-10=-213811020,3-15=-662513422.6-10-5299/2798 NOTES. 1) 2-plytmss to be Connected together with 10d (0.131"x3r') nails as follows: Top chords Connected as follows: 2X8 - 2 nows staggered at 0.9-0 CC 2x6 - 2 Towns staggered at 0-9-0 CO. Bottom chords Connected as follows: 2x4 - I now, at 0-9-0 GO. Webs Connected as follows: 2x4 - 1 raw at 0-9-0 Go. 2) All loads am Considered equally applied to all plies, except If noted as from (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 otherivise indicated. 3) Wind: ASCE 7.10; Vuft=1 70mph (3-secand gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf, h=18fit; B=60ft; L=54ft; eave=6ft; Cat 11; Exp C: Encl., GCpl=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Truss designed 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 per ANSIrrPI 1. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless othervarlse indicated. 7) Plates checked for a plus or minus 0 degree rotation about Its writer. Walter P. Finn PE No,22839 8) Gable studs spaced at 1-" GO. MiTel, USA, Inc. FL CatI1634 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. HIS Parke East Blvd. Tampa Fl. 33610 10) * 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 %Vida will Date: fit between the bottom chord and any other members. JLjlv 15.2019 Continued on Diane 2 ,&WARNING -Verify design paraddlere Add READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M117413 io, 10,012015 BEFORE USE. Design Valid fortive, ordywith lififfelegoommeetions.Mys design is based only Mom parameters Indent. and is bran mamdund building component net aaaas Nal, a MISS System- Before use. Son buildong designer mundwrifyine appleandy ordesp Parameters and posperly ftimMorate this deep NoMe overall SialifirIgtbeign. Sme[mg findn=ed Is to pointers laoldring otandrenbal made web Soldier shord! members only. AMIdderal temporary and Permanent bacht MiTek' IS af,eavis, required for Stability and to pension collapse with pension personal injury and property damage. For general guidance regarding Me febroadon, slorage, ofteds, emotion and trading of"Nones and MISS Sysumes, we ANSUTP11 quality Coffd., DS"9 and BCSI Building Component Saferyinfidgmation mealtime firom Tress Plea ImMude. 218 N. Lee Smet. State 312, Nedeandria. VA W14. 6904 Pard, East Blvd. Tagnpa. R Man 0 Job Inuss I ype Fly alVD&MIdum Cauthear-Caflalwan Res. T17599SU 11 Is's 2 1 job Reference (optional) Ease Coast Truss. Ft Menew. 19- Sales Run: 8.240 a May 13 2019 Print, 8240 May 13 2019 MFek adaudea, Ind. Man Jul 15 1412,25 M19 Pago 2 ID:dqy_Ael uMvnJAuVPWEjvdywS�JjNwfgsXLtp2eVEPmm?dhOnPpG8horv3eDU lvryxpDq NOTES. 11) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 He uplift at joint(s) except (jt=lb) 16=3377, 9=3142. 12) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 634 IS down and 483 Ito up at 0-3-10. 223 lb down and 278 to up at 1-1-1, 201 to down and 241 lb up at 3-1-1. 283 Do down and 262 IS up at 5-1-1. 2249 No down and 1347 do up at 7-0-12, 1125 Ite down and 632 no up at 9-0�12, 1125 Ib down and 630 He up at 11-0-12, 1125 lb down and 628 111 up at 13-0-12, 1125 111 down and 586 It, up at 15-0-12, and 1125 lb down and 572 fia up at 17-0-12, and 1125 No do" and 557 IIS up at IM-12 an top chord. The design/selection of such Connection device(s) Is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=133, Plate Increasem:1.25 Uniform Loads (p[Q Vert: 1-8�74. 9-16-20 Concentrated Loads (1b) Vert: 1=-634 3�2249 7�1 125 31=-223 33�201 34�283 35�1 125 36�1 125 37�1 125 38�1 12S 40�1 125 AVVANNl-G - Verity design parameters and READ NOTES ON INS AND INCLUDED IMTEK REFERENCE PAGE 11111-7473 re, IOM312DIS BEFORE USE. DenIgn Venal lar use only whh MiTeW commencers. Ting design Is based orey 4on paramelers shawn, and Is for an andkWual guadin, ournnedra, net a Muss systers. Bonds use, Me bulking designer must Verify the a,,alcalmlity of design parameters and property Inuarnards, Mis denugm Wo Me aware] buffifirgdesign. Bracing Indicated Is to pawent Welding ofindrValualtmess web andierchord members only. Addilsonatemporsay,endipearamendbruning MOW Is always reeuirEJ1 ler stablity and to prevent cona,sai web possible perseral Injury and property damage, Forgeneralgadanceragard"the fabdmton.90�e.deWeW.em�onmdbmdng.tw�.,.Mn.,Vg...,.. ANSYRITI Quality CTMi DS"9 ded BCSt Building Comparined 69(al Parls, East Blyal. JOD Was Tnusslypo Qty Piy J38IO&Mallbee, CalLishan-Callathan Res. T17599885 I J381t, �4 Ivifflity 2 lJob Reference (optional) — — I ...' 11 "Ne. el -- 2s4 � mim .10 I 6.00 F12 2 3E4 = tbut -- 3 Scale = 1:7.7 Plate Offsets (X,Y)— 12:0-2-O.Edgel LOADING (pso SPACING. 2-0-0 CS1. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate GNP DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.13 Vert(CT) rda - rule 999 BCLL ' 0.0 Rep Stress Incr YES Wa 0.00 Hoa(CT) 0.00 3 nla n1a BCDL 10.0 Code FBC2017rrPI2014 Matrix-P Weight: 10 Us FT so 0% LUMBER. TOP CHORD 2x4 SP No.3 BOTCHORD 2*4SPNo.3 REACTIONS. (lb/size) 1=119/4-0-0 (min. 0-1-8), 3=11914-0-0 (min.0-1-8) Mm Horz 1=24ft-C 7) Max Upliftlm-62(LC 8), 3=-62(LC 8) FORCES. (lb) � Max. Comp.iMax. Ten. - All forces 250 (11b) or less except when shown. GRACING- TOPCHORD Structural wood sheathing directly applied or 4-0-0 Go purlins. BOTCHORD Rigid coiling directly applied or 10-M Go bracing. NOTES- 1) unbalanced roof live loads have been considered for this design. 2) Wind: ABC E 7-10; VuK=1 70mph (3-second gust) Vasd= 1 32mph: TCDL=4.2psf-, SCDL=;3.0psf, h= 1 8ft; B=60ft; L=54ft; eave=6ft; Cat. 11; Exp C; Encl., GCpI=0. 18; MWIFFS (directions[); Cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL=l �60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its writer. 4) Gable requires Continuous bottom chord bearing. 5) This truss has been designed fore 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-13-0 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 Ita uplift at joint(s) 1, 3. LOAD CASE(S) Standard Walter P. Finn PE No.22839 IlTrek USA, Inc. FIL Cod 6634 6904 Parts Ead Blvd. Tampa P. 33610 Data: July 15,2019 WARNING - wittle uhtsi�m E—meters wel READ NOTES ON THIS AND INCLUDED AWIEK REFERENCE PAGE AW-7473 ru, IOM312015 BEFORE USE. Design valid for use orth/wilb MiTeMtochrecturs.Ths design is bases sn"on astrameters shown and Is for an issawidual building component. am ME a Insea System. Bufare Use. Me buldirg designer shudwenify the amalhoaleflifty oldeup cameneters end propeny nonmetals Mls design mothe merall buildingdeem. among Indificamed Is to anivent buicidag ofildhAdual miss web under chord members only Addfinnaltemporat"nsdItermarientleacing WOW is aware required for slabildy and to prevent collainsewith possible personal Injury and properly carnage. Forgerearguldafteregauhh,the rebuttal storage.debreverection and thsaing oftnotemeans Gust systeme. see ANSUTPH Quality CrAnnia, OS049 and SCSI Building Component Surensel.humassis 6904 parlet liest She. Tamps. Ft. MID Job Truss TrivasType Q Ply 38104-MathenS Caltahan,Callalub Res. T17699886 Jul" vow 2 IiJob I Reference (optional) Scale = 114.9 4x4 = "i 4 2x4 1.4 11 �4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (Joe) Vdefi L/cl PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n1a n1a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WE 0.05 Hoa(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 24 Ill FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4SPNo.3 OTHERS 2x4 So No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or B-0-0 Do purfins. BOTCHORD Rigid calling directly applied or 10-0.0 Do bracing. REACTIONS. (Itilsize) 1=15318-0-0 (min. 0-1-8),3=15318-0-0 (min. 0-1-8),4=309/8-0-0 (min. 0-1-8) Max Ham 1 =-62(LC 6) Max Jpliftl�95(!_C 8),3=-95(LC 8),4�128(!.0 8) Max Grav 1=153(LC 1), 3=155(LC 14),4=309(LC 1) FORCES. lb) - Max. Comp./Max. Ten. -All forces 250 (11b) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=l 70mph (3�seconcl gust) Vasd=l 32mph; TCDL=4.2psf; BCDL=3.Opsf; h=1 Bit; B=60ft; L=54ft; eave=6ft; Cat. 11; Exp C; Encl., GCpl=o. 18; MWFRS (directions]); Cantilever left and right exposed ; end vertical left and Tight exposed; Lumber DOL=11.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its Center. 4) Gable requires continuous bottom chard bearing. 5) This truss has been designed for a 10.0 psf bottom chard 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-M wide will fit between the bottom chord and any other members. 7) Pfovide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at lcirl 1, 3 except at=lb) 4=128. LOAD CASE(S) Standard Walter P. Finn PE No.22839 Myrak USA Inc. Fl. Carl 66M 9904 Parke East Blvd. Tampa R. 33610 Date: July 15,2019 AWARNING � V.,dy design Tonomaters and READ NOTES ON TKS AND INCLUDED AVIEK REFERENCEPAGE AVI T173', '"TQNS 'EFO" USE. Design valid So Me SunryWhin MiTeMcceinanducirs. The design is based only don xSanradera shorent. and Is Mran Individual building corpneK no a MoM SySten Befase Use. Me building dedgnevmuxt�ryffhe approbafty odedgh pararbacess end property bicuroneve MIS cause MIA the overiall butiongdoegin. Bracing nifflactiffind is to phrvaht bacong 0 individual MISS web annevar About rourbers only. Addidi bunporan, and Porrearanot anaorigg WOW is Always required ferstabafty and to prevent collapsewith possible personal Injun,and property cordage, For general guidance regarding Me hatubston, Storage. delive, creation and loading oftinasses and truss "arbs, sais ANSM11 Quality Corterea, OS"9 and BCSI Building Coolnuriant 6904 Polo East Blvd. a�MbleftmTmssPIWain�ft0c.218KLftMd.SuAe3lZAe�nd�.VAM14. Trials, 11 36610 Job Truss Type Ury PlY 38104-Mufferne Cruaha�flahm Res. T17;Z]7 J38104 [V17S Ivalet, 2 1 Job Reference (criminal — 6_0_0 . re., " "'." "' ­7 e a' " 'u '..e '.d. I ID:dqy_Ael uMvnJAuVPWiEivdyxrS��JsVtA6�GfpcKTVVsDcKgGggKXWBDhDaSHyxpl)p Scale = 1:19.4 4X4 = 3 a 7 6 3.4 1A 11 1X4 11 1.4 11 3.4 LOADING pso SPACING- 2-0-0 CS1. DEFIL in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.23 Verft 1) n1a - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.13 Vert(CT) n1a - n1a 999 BCLL 0.0 Rep Stress Ina YES WE 0.06 Horz(CT) 0.00 5 n1a nfa BCDL 10.0 Code FBC2017rrPI2014 Matrix-S Weight: 41 lb FT = 0% LUMBER - TOP CHORD 2*4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING. TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOTCHORD Rigid Getting directly applied or 10-0.0 oc bracing. REACTIONS. All bearings 12-". (lb)- MasHom1�10OL06) MaxUplift All uplift 10D Us or less atjolnt(s) 1, 5 except 6-205LC 8),8-205(LC 8) Max Gray All reactions 250 lb or less at joinifts) 1, S. 7 except 6=344(LC 14). 8=345(LC 13) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (to) or less except when sham. WEBS 4-6--264/213, 2-8�265/213 NOTES- 1) Unbalanced mof live loads have been Considered for this design. 2) Wnd: ASCE 7-10; Vult=170mph (3�second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf, h=18ft; B=6Dft; L=54ft; eave=6ft; Cat. 11; Exis C; Encl., GCpi=0.18; MWFRS (chrectional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 20.0psf 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 100 lb uplift at joints) 1, 5 except at -lb) 6=205,8=205. LOAD CASE(S) Standard Walter P. Finn ME No.22839 M' T.k USA, Inc. FL Carl 6634 6904 Parts, East Blvd. Tampa FL 33GID Dati July 15,2019 WARNING - Verif, design I—eral.l. �rd READ NO TES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01-7473 rev, IOA)X2OI5 BEFORE USE. aaaaaa Design wild for use Only WO NATeW conneentsee. Tibis design Is based orly "on parameters shown, and is for an individual touldin, Consonant, not a truss Simard. Saran) Use Me building designer mud army Me appMeadvic, of clesign parameters and property hoorprove Mis design into Me overall broldingdeagn. Bracirg indicated is to preend trucking of ammunitions web andku chard! members orly. Amftionaltempom,ravelpernamentbrach, MiTeW is aliverys Refined for viablifty and to prevent Collapse with notable personal InIjury and property damage, For general guldens regarding Me fabrication, Storage. delwery. seraction and Mordog of trusses am truss Systems, we MShrrKI Codes, CRIved.. USS-89 add BCS1 Building Component 6%4 Parke East Blvd. Seffelyhoromestrod available from Truss Mae Instituta. 218 N. Las Strait. Suite 31Z Alexandria. VA22314. Tampa, FIL 36610 Job TUBE I was I ype Res. T17599888 J36IN 16 V VaffW �Qty IPIY , 2 jJ33104-M.MhewCoMahantcaliahan Job Reference (-Pti-nRI) -.1 � ... I . I .-. ". 'w- I r � --a niiri� s ias' Is 'dIi �anE 5 sees I a �, d ou, IsIninconse. r-E. mon jup I s iqn z:zv �nii d va'. , ID:dqy.Ael uMvnJAuVPWEjvdy.S�n"JsVtAO�GfpcKT WsDcKePggWXVsDtDaSHyxp[)p Scale = V25.9 44 = 3 7 6 3X4 1.4 all INA H 1.4 H 3X4 LOADING (pso SPACING- 2-0-0 CS1. DEFL. In (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.35 Vert(U.) n/a - nia 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.18 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.08 HoradCT) 0.00 5 tin rife BCDL 10.0 Code FBC2017rrPI2014 Matrix-S Weight: 55 lb FT = 0% LUMBER- BRACING- TOPCHORD 2x4 SP No.3 TOPCHORD Structural wood sheathing directly applied or 6-0-0 Go purfins. BOTCHORD 20 SP No.3 BOTCHORD Rigid Ceiling directly applied or 10-M Go brascing. OTHERS 2x4 ED No.3 REACTIONS. All bearings 16-0-0. (III) - Max Hom 1=138(LC 7) Max Uplift All uplift 100 lb or less adjoint(s) 1, S. 7 except 6=-257(LC 8).8=-257(LC 8) M"Grav AT[mactions250[borleSsatjoint(s)l,Sexmpt7=329(LCI).6=429(LC14),8=429(LC13) FORCES. (III) - Max. Comp.iMm. Ten. -All forces 250 (Ilb) or less except when shown. WEBS 3-7�2511/1116, 4-6-3431274, 2-8�3431274 NOTES- 1) Unbalanced met live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult= I 70mph (3-second gust) Vasd=1 32mph; TCDL=4.2psf, BCDL=3.Opst, h=1 811; B=60ft; L=54ft; eave=611; Cat. 11; Exta C; Encl., GCpj=0. 18; MWFRS (directional): Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=11.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires Continuous bottom chard bearing. 5) This truss has been designed for a I O�O psf bottom chord live load nonconcuffent 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 Ib uplift at joint(s) 1, 5, 7 except (P7-11b) 6=257,8=257. LOAD CASE(S) Standard Walter P. Finn FE No.22839 MfTek USA, Inc. Fli. Cod 6634 6904 Forks East SIVcL Tampa FIL 33810 Date: July 15,2019 AL WARNING - Venty design paramedurs and READ NO IES ON ME AND INCLUDED MITEK REFERENCE PAGE M11.7473 rn, 1WO31201S BEFORE USE. wenee Design valid fied use only wait Mi connectors. Tnis design Is based only won personal steaver. and Is W an InglWidual bdTdnq component net a toesS Ahen Befide, Use. Use bidding designer onist vans, 0. tippludefity, of design pandonters end grap.Ay ai. design nat. Me casnal bull,firgal San. Stealing Indicated Is to anedont Istieding of hichiddid Miss web neither choral tradition, only. �Zgilinegl MiTek' Is avenge for statift and to prewart collasse with possible personal Injury and properly dareage. ForgeradaguTdaidenagaellngfibe fabriceJor. Danage.dellvery, onassonand biasing crossed, see MSM11 thraffly Cdfti DSB49 and BCS1 Building Component 69)4 Parties East 8W. �fOYI.t..�. Twonpa, R 36510 Job I russ I lips Qty i 38104-Matnew CaHathar-Caflamal Res, T17599889 1" Pas GABLE �ply 2 Job Reference (optimal) ad Coast Truss, R R.., Fi. 34W Ran: 8.240 a May 13 2019 P"I" 8140shfis,132019MITekindustlealac. MMJU11514:12:272019 Paget ID:�qy—.�eluMvnIAuVPWEjvdywSc-FSVh4quotU3mtpNotAl5mptf4zuGyiM6XzB_jyxpDo 4x4 = Boole , 1:32.3 3X4 8 7 6 3X4 1.4 us 1.4 11 Plate Offsets (X,Y)- [7:0-2-8,0-3-01 LOADING last) SPACING- 2-0-0 CS1. In (loc) All -_ Lid P TES GRIP TCLL 30.0 Plate Grip DOL 1,25 TC 0.64 VenfiLL) n1a - me 999 0 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.37 FDEFL. V.'fiCT) n/a - me 999 rMT2 BCLL 0.0 Rep Stress Incr YES VVB 0.11 H _T) 0.00 5 Big me BCDL 10.0 Code FBC2017rrPI2014 Matrix-S WEight 71 lb FT = 0% LUMBER- BRACING. TOPCHORD 2x4 SP No.3 TOP CHORD Structural Wood sheathing directly applied or 6-0-0 Do pearlans. BOTCHORD 2x4 SP No.3 BOTCHORD Rigid Calling directly applied or 1G-0-0 GO bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-M. (fid) - Max Horz 1 �176(1_C 6) Maxt.1plift All uplift 100 lb or less atjoint(s) 1, 5,7 except 8�344(1_C 8),6�344(!_C 8) Max Grav All reactions 250 Ito or less at joint(s) 1, 5 except 7=252(LC 1). 8=575(LC 13), 6=575(LC 14) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (ID) or less except when sham. WEBS 2-8=-4471359, 4.6=-447/359 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) VVInd: ASCE 7-10; Vuft=170mph (3-second gust) Vasdw132mph; TCDL=4.2psf; BCDL=3.0psf:, h=18ft; B=60ft; L=54ft; eave=6ft, Cat. 11; Exib C; Encl., GCpIz0.18; MVVFRS (directional); cantileverleft and right exposed ; end vertical left and Fight exposed; Lumber DOL=11.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires Continuous bottom chord bearing. 5) Thistruss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads. 6) * This truss has been designed for a live load of 20.0issf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Vill] 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 joinfis) 1, S. 7 except ift-lb) 8=344,6=344. LOAD CASES) Standard Walter P. Finn RE y1o,22939 MiTek USA, In,. FIL Cod 6634 6904 Parke East Blvd. Tampa Fl. 33610 Date: July 15,2019 ,&WARNING- Venfydasignpar�rnalws and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-7473,., 1&0312015 BEFORE USE. Design vdid across onlywith MrFeWcarrestom This design is based only apet ransametery shown, And is for an macedual otildag compsent. nok aWsssy�em.�Wousa.ftbdldlngde$Qnerm�wNtyMeappfi�i4Gfde�ppammdemmdpmpefly�wW�ftadeNgn�toMe��I oulklagdoeqn. Binsang hadianded is to pm�ond btakifir, of irefiedual trass web mayor Chord! members ord'. AadnialtempararryandiPermanerdibrazing WOW Is alwaym required for Stability and to prelent soflarem With possale personal hju,rard property dand.p. Forgeneralgedaseareganfingth. fabri�bon, Mandan, deNeq. emotion and trading Ottawas and truss systems. see ANSIVY111 Quality Grand, DS849 and SCSI Building Component 69D4 planes East SlwL 36610 TmSs I Was TYPe My J3810�aiaflbe�"Iahn,Cafllghan Res. Pol T17599690 I I Val I Van, jQty I I Job Reference loptional) ID:dqy_A.1 uMvnJAuVPWEjvd; Z!A��q`uv U'3mtpNo�15mptrK4lxGyfM6XzS_iyxpDo 12-0-0 24�0 12� 12-CLO Scale = 138.8 4X4 = 3x4 12 11 10 9 8 3X4 1.4 11 1.4 11 SX5 1.4 11 1.4 11 Plate Offsets (X,Y)- F10�0-2-8.0-3_01 LOADING (fisf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCUL 30.0 Plate Grip DOL 1.25 TC 0.21 Vert(U.) n/a - We 99: MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.11 Vert(CT) nda - We 99 BCUL 0.0 Rep Stress Inv YES VIB 0.11 Horz(CT) 0= 7 We me BCDL 10.0 Code FBC20I7ITPI20I4 Matrix-S Weight: 90 Ug FT z: 0% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 DO purlins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid wiling directly applied or 10-G-0 Do bracing. OTHERS 2.x4 SP No.3 REACTIONS. Allbeadngs24-0-0. (lb) - Max Hoa 1 �214(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7. 10 except 8�236(LC 8), 9�2531LC 8), 12�236(!_C 8), I 1�253(]_C 8) Max Grad All reactions 250 It, or less at joint(s) 1, 7 except 10=330(LC 1), 8=397(LC 14). 9=424(LC 14). 12=396(LC 13),11-424(LC 13) FORCES. (Ilb) - Max. Comp.110ase. Ten. -All forces 250 (Ill) or less except when shown. WEBS 6-8=-3091253. 5-9�3451279, 2-12�309/253, 3.11-345/279 NOTES. 1) Unbalanced mof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuh=1 70mph (3-second gust) Vasd=1 32mph; TCDL=4.2psf, BCDL=3.0psV. h= 18111; B=60ft; L=54ft: eave=6ft; Cat. 11; Exp C: Encl.. GCpi=O. 18; MWFRS (d rectional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord Dealing. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0­0 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 1 Dal lb uplift at joint(s) 1, 7, 10 except at=lb) 8=236,9=253,12=236,11=253. LOAD CASE(S) Standard Walter P. Finn PE ND.22839 N rek USA Inc, Fl. Can 0624 604 Park, Ent Blvd. Tampa Fl. 33610 Date: July 15,2019 AWARNING- wilty design p-aters and READ NOTES ON THIS AND INCLUDED Ali REFERENCE PAGE Mll-7473 ro� 10,03COIS BEFORE USE. Design valid let use entrwan MiTeMearenceners. Ttas design 15 based! viii, upca parameters shmin, ard 13 feran IndividUal billifing campereM red aMSSSYMeM.Uf=USO,Mobuild�gde�gnermm�fityftappU�iKyofdes4npMMeeMMdpMpeHy�Wgo�oMisdeMphto�ea�miI buildingdesign. Baning Adened istopna�nllsicld� ofini!M�altrvssweb asVerchom members; only. fidditionallerannequil permanent bracing MiTeW Is awws requireei kr slaoility and to prewnt wilapsewdh possiMe persainal injuryared property damage, Forgenerspicanceregarlinlift fidbricane, Seem,% niver,r. acdxn and bracing finesse, ard ".1 Swarm. See ANStiliell Qualig, Creed, DS"9 and SCSI Building wriscruent Sefisfyinferavallon, arvai Been, Truss Mee Insmun. 218 N. Lee Sued. Sefe 31Z Aweardet. VAM14. 69DAl Pand, East BW. TanneLF1.36610 Job as I was I ype 11ty T1759SE91 J38104 P Valley jP11 , 1 jJ3810�Math"C411.1t.a-CallelearRal. Job Reference (Optional) �aase I ..S. K Planes, Fl. Run:8.24Ds 1,1413201SPard S.240sl&rr1320l9MffekIrduam%sjG.. MonJull5jklZ282019 Pagel ID:dqy_AeluM�nJAuVPWiEjvdyxrSc-kl23HAuQeoCdVzy_RuZKJI P03UNA?PvVKBihWAppDn L2jl�8 24�0 I "Z 11-104 3x4 12 11 10 9 a 3X4 1.4 11 1.4 11 gag 1.4 It 1.4 11 Plate Offsets (X,Y)- flo:D-2-8,D-3-01 LOADING (pso SPACING. 2-0-0 CS1. DEFL. in (too) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.21 Vert(U.) nla - Fla 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.11 Vert(CT) Isla - n1a 999 BCILL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 7 n/a file BCDL 10.0 Code FBC2017rrP[2014 Matrix-S Weight: 90 go FT = 0% LUMBER. BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 GO purins. BOTCHORD 2X4 SP No.2 BOTCHORD Rigid Getting directly applied or 10-0.0 oc bracing. OTHERS 2X4 SP No.3 REACTIONS. All bearings 24-0-0. (b) - Max Ham 1�214(!_C 6) Max Uplift All uplift too Ita or less at joinl(s) 1. 7. 10 except B-236(LC 8).9=m253(LC 8), 12�236LC 8), 1 11�253(1_C 8) Max Grav All reactions 250 111 or less at joinfis) 1, 7 except 10=330(LC 1), 8=397(LC 14), 9=424(LC 14), 12=396(LC 13), 1 1=424(LC 13) FORCES. (11b) -Max. CompJMu. Ten. -All forces 250 (11a) or less except when shown. WEBS 6-8=-309/253, 5-9�3451279, 2-112�309/253. 3-11=-3451279 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasil 32mph; TCDL=4.2psf; BCDL=3.Dpsf, h= 1 8ft; B=60ft; L=54ft; eaveo6ft; Cat. 11; Exp C; Encl., GCpI=0. 18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=11.60 plate grip DOL-1.60 3) Plates checked for a plus or minus 0 degree rotation about its Center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 led bottom chord live load nonclanclument 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�6­0 tall by 2-M wide Will fit between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to Dealing plate Capable of withstanding 100 lb uplift at joint(s) 1, 7, 10 except (jt=lb) 8=236,9=253,12=236,11=253. LOAD CASE(S) Standard Walter P. Finn PE No.22839 li USA Inc. FL Cod 66M 6M Parke East Blvd. Tampa FL 33610 Date: July 15,2019 A WARNING - V­f, d.aln �d READ NOTES ON THIS AND INCLUDED blITEX REFERENCE PAGE All 7473 . 1010312015 BEFORE USE. Design wild So usa only with Niffelds "urecrOrs. The design is basaal mily vison Parameters shown, and is for an indatMial Milan comeonsm, Get a�usyMen�fMUSO.�b.W�gde�gnerMU�WAfVM&�PHUNiky0fdeSignpMmaterS.ndpmpedyinwwrw.�l.d.mgn�tO%.Ow.lI buTdingdesign. Bisect, Mattered Is to Present backing oftedividual Must web andfor chard manders only. Aildrional temporary and PossuDerd lax�g Welk' is arouse reatuffired for stabirt, and to prowent militias will possible parvanal trill and property damage. For general guidance negaraing Me fabrication. rGrag., delivery. rectio. read beradirg, d I..., Sao! Me, yV..$, a ANSorl Quality CMeda, DSS�89 and EICS1 Building Component? 6904 Paris Elet Shod. SalroylAtOnmethe, 8wbbW�TmssP�toInMd�0,218N.Ue�M.Bu4e3lZN�d�,VAM14. Tampa. Fl. 36SIO J00 na" I ype rhy Ply J38104AA.M.C.U.1u.n-Cafflivani Res. T17699892 J38104 1 PS I" askCed 16 I Job Reference (optional) East Coast Tues. Ft Plain, FL Mass Scale = 1:7.2 Plate Offsets (X,Y)— [1:0-2-2,0-0-81,1610-2-0,13-G-81 LOADING (pso SPACING- 2-0-0 CS1. DEFL. In floc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC O�31 Vert(LL) D.00 8 >999 240 MT20 2441190 TCOL TO Lumber DOL 1.33 BC 0.05 Vert(CT) 0.00 8 >999 180 BCLL 0.0 Rep Stress Ina YES WS 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrP]2014 matrix -MP Weight: 8 Ill FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4SPNo.3 OTHERS 20 SP No.3 REACTIONS. (lb/size) 3�121%lechanlcal, 2=244/0-6-0 (min. 0.1-8). 4=-34/lAechanical Max Horz 2=84(LC 8) Mam UpIM3�12(!_C 1). 2�273(!_C 8), 4��(LC 1) Mader Gmv3=32(LC 8),2=244(LC 1), 4=64(LC 8) FORCES. (1b) - Max. Complill Ten. -All forries, 250 (lb) or less except when shown. BRACING. TOPCHORD Structural wood sheathing directly applied or 0-114 DO puffins. BOTCHORD Rigid wiling directly applied or 10-0-0 GO bracing. NOTES- 1) Writ: ASCE 7-10; VUK=l 70mph (3-second gust) Vasd=1 32mph: TCDL=4.2psf, BCDL=3.Opsf, h=l Oft; B=60ft; L=54ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=O. 1 S; MWFRS (d tractional); cantilever left and right exposed ; end vertical left and Tight exposed; Lumber DOL-1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or Tough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about ME writer. 4) This truss has been designed for a 10.0 par bottom chard live load nonconcuffent 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 others) of truss to beating plate Capable of vin thstanding 100 lb uplift at joint(s) 3, 4 except (ft--lb) 2=273. LOAD CASE(S) Standard Walter P. Finn PE No.22839 lArrek USA, Inc. Fl. Carl 6634 M Parke East Blvd. Tampa FL 33610 Date: July 15,2019 WARNING - V.411 Italian ��d READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mit-7473 ro� 1W03aOI5 BEFORE USE. Dealt. vast for asse any wah Nitride 'The design is basea only upon parameters thrown, and Is far an Frolividural iti.11ding comixenead, net a over SysteM Bofead, van. Me building designer must verify Me applicability of design parameters and pnopefly incorposse this desip into Me overul buddingderign. Brasil Indliated is to prevent Instant, of sandiest trous web andror choal members only. Mentioned! temporary and armament braning MITele 1, ai reverse! for stability and to pinned collapse with possible persental aturyand property damp. ForgervemiVidanceregamingthe faturication. eastern, derva, aleaction and bidding deliveries and truss Systems. see MSM11 Quality Colloids, DSB49 and BCS1 Building Component 6904 Parke East Blvd. Saforlholonstakin 3��ble�TmssR�ein�ft0a.218N.L��d,Su4e3lZNmndda.VAM14. Todepa, R �6610 JOb ]was I ype Qly ply T175SN93 J38104 ZCM lilrus, a-.pxI 16 1 1 B... . suly 13 ZU15 Prant azaessuly, 132019 Mitaklundusuress. Ins. Man Jul 1514:1129 2019 Page I ID:dqy_Ael uMvnJAuVPWEjvdywS�CUeRUVW2P5KIJ77XB?b4ZrEyAGtjSktsfZrSE3cyxpDm Salle = 1-11.4 di Plate Offsets (XY)— 11:0-2-2,0-0-81, [&0-2-0,0-0-81 LOADING (pso SPACING. 2-0-0 CS1. DEFL. in ftoc) Vdefl Ud PLATES GRIP TOLL 30.0 Plane Grip DOL 1.25 TC 0.31 Vertft-L) -0.00 4-10 �999 240 MT20 244/190 TCDIL 7.0 Lumber DOL 1.33 BC 0.10 Vert(CT) -0.01 4-10 1,999 18D BCLL 0.0 Rep Stress Incr YES Wil 0.00 HoaCT) -0.00 3 DID n/a BCDL 10.0 Code FBC2017frPI2014 MatrIx-MP Weight: 14 US FT = 0% LUMBER. TOP CHORD 2X4 SP No.3 BOTCHORD 2x4SPNo.3 OTHERS 20 SP No.3 REACTIONS. (lb/size) 3=761litlechartical, 2=27510-3-8 (min. 0-1-8).4=301mechaniclil Max: Horz 2=135(LC 8) Max UIIUI13�54(!-C 8),2�225(!-C 8), 4--I(LC 5) Max Grav 3=83ft-C 13), 2:=275(LC 1), 4=48(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -AU forces 250 (1b) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 2-11-4 Do puffins. BOTCHORD Rigid wiling directly applied or IG-0-0 Do bracing. NOTES. 1) Wind: ASCE 7.10; Vuft=l 70mph (3�secdncl gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf. h=1 Sft; B=60ft; LuS4111; eave=6ft; Cat. 11; Exis C; Encl.. GCpi=0.18; MWFRS (directional): Cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or naugh handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 Pat bottom chard live load nonconcument 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-D-0 widevall fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of Withstanding 100 111 uplift at joints) 3. 4 except Ot=lb) 2=225. LOAD CASE(S) Standard Walter P. Finn PE No.22839 Ithrek USA, Inc. FL Cind 6634 6904 Parke East Blvd. Tampa FL 3361D Date: July 15,2019 ,&WARNING - V.GI1di,sI,r,a-..NrS I.dREAONOrES ON THIS AND INCLUDED ANTEK REFERENCE PAGE llffll�7,173rei, 1&0312015 BEFORE USE Design Wild Air Use WIYWM Milrelodcannectors. This design is bases! onfli varneters shosem. and is fix a. adjundsud landus, component No Saa— 1211 A MJSII System. Before Use. Me building dealgred must veffy Me applicability of design parameders load property hourpandes Mt. Design Into to Overrun buildfingidesugn. Boiling Indicates is 1. preAdd WeCing of haiNdual Miss web andlor Ours Members only. Addritraltemporaryard,permanambouring MiTelc IS ahasys required for Stately and to prousial Wiese with possible personal Injury =it property damage. Forgenenaguflearicampari fabrication. Storage, Mrivaq. earedion and limcn, oftrusses nal ana...yalturn. .. ANSIANPH Quality Omens, DS&419 Small Building Complainant Sadanybdonsustion mOable�TMSSPWGInMWe.218N.�amet.Suh@31ZAe=dM.VA=14. 6904 Parke East Blvd Terris. FIL MID job, nes Truss Type 38104-11fiefled, Catehar,Callahan Res. 11-Es T17599B94 M81N Acke0pen July �Ply 1 16 Job Reference (Optional) tAU GOact Iran, vt Feece. 1-1. Mvee Run: 8,240 c Mail, 13 2019 lidn" 8 240 s may 13 2DIg vital, Industries, Inc, M;WJvl 15 14:IZ29 2DI9 Page 1 Rdcry-jitel uMvnJAuVPWEjvdWSc-CUcRUVW2P5KU77XB?b4ZrEy64ffOktsZSE3cyxpDm 4_11.4 j ii-V-0 4�11-4 1 Sees = 1 15B V 4 us 6 Plate Offsets MY1-- [1:0-2-2,M-Bl, 16:0-2-0,0-0-8] LOADING (Wq SPACING. 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.03 4.10 s999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.36 Verl(CT) -0.06 4-10 >999 180 BCLL 0.0 Rep Stress Incir YES WIB 0.00 Horz(CT) -0.00 3 n/a This BCDL 10.0 Code FBC2017frP]2014 Matnx-AS Weight: 20 lb FT = 0% LILIMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=150IMechanical.2=35710-6-0 (min. 0.1-3),4=62IMechanical Max Horz 2=188(LC 8) Max Uplift3w-1 19(LC 8). 2�246([.0 8).4�3(!_C 8) Max Grw3=163(LC 13), 2=357(LC 1), 4=84(LC 3) FORCES. (Ilb) - Mart. Comp./Max. Ten. -All forces 250 (lb) or less except when show. BRACING. TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid calling directly applied. NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; SCIDIL-3.0pst, lh=18111; 13=6011; L=54ft: eave=61t; Cat. 11; Exia C: Encl.. GCpi=0.18; MWFRS (directional); Cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account forthese factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 prif bottom chord live load nonconcuffent 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 a 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girdeqs) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 fir uplift at joint(s) 4 except at=lb) 3=1 19 , 2=246. 8) This truss design requires that a minimum of 711 Be structural mod sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn PE No.22839 Mi Tk USA, In.. FL Cent 6634 6904 Parts Ent Blvd. Tampa FIL 33610 Date: July 15,2019 j&WARNING- Verify design pamenstes andREADNOTES ON MIS AND INCLUDED MTEM REFERENCE PAGE Mll-7473 ie, IOM31201S BEFORE USE. Design valid bruseonlysilli MUCkScannectom.7alsdesgri isbaset! onlyuponparametersIlhown, and isfixan inerviduarbUldlig component, not 12, aftinsystenBerore use.trA buitdingdeedInermustnefflithe appocalnityr,fdIeslin paradeetenswel prepeutyIncArpoettethis deep inuthe owner W[d,n,d.d,. Beer, findficated is to prevent buckling 0 hdMdual truss web andfarchord members cars. AddiftiOnal ternposar, and permanent bracing MiTele is atedgys Wquidsd for stattifty and is prevent coliapm wrth possible perearal injuryand pmpeq darnage. Forgenerenguidanceregancingthe fatereathin. storage. delivery. erection arld trading oftnesses and truss systems, We ANSVTFII Quality Criteria. DS"9 ad SCSI Sulleffig component 6904 Banks East SW, Sa"InAdeation a�ilable�TmssP]Me[nMd�e,218N.���Sude3l2.M�nd�a,VAM14. Tampa. M 36610 I nuss type ZY Mathani Calahan,Casman Ren. �10.1--- T17590895 Jack-O,rah IQ 1ply a rReference Jobla" (optional) Run: 8.240 6 May 13 2019 Pont: a ZAG a May 13 2019 Ural, Industrial, Ine. Man WI 15 14:12,29 2019 Pap 1 ID:dqy—Ael uMvnJAuVPWiEjvdyxrS�CUcRUWv2PSKU77XB?M7jEy2WbOktsfZrSE3cyxpDm 6-0-0 6-0.0 Scale % 1:17.8 c4i Plate Offsets (X,Y)— [1:0-2-2,0-0-81, F2:0-3-2,0-1-41, [6:0-2-0.0-0-81 LOADING (pef) SPACING- 2-0-0 CS1. DEF in (loc) Udell Lld PLATES GRIP TCLL 30.0 Plate GNP DOL 1.25 TC 0.80 Vert(LL) 0.18 4-10 -391 240 MT20 2441190 TCOL 7.0 Lumber DOL 1.33 BC 0.58 Vert(CT) 0.16 4-10 >450 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 HorzCT) -0.00 3 n/a nla BCDL 10.0 Code FBC2017rrPI2014 Matrix -AS Weight: 24 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOTCHORD 2x4SPNo.3 OTHERS 2x4 SO No.3 REACTIONS. (lb/size) 3=189IMechanlml,2=40410-3.8 (min. 0-1-8),4=76IMechanical Max Hoa 2=216ft-C 8) Max Up Mi2l�l 75ft-C 8), 2-396ft-C 8), 4=-1 17(LC 8) Max Grav3=189(LC 1), 2=404ft-C 1), 4=103(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forms 250 (lb) or less except when she=. BRACING- TOPCHORD Structural mod sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCD1-=3.0pSf:, h=18ft; B=601t; L=54fl; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directions]): Cantilever left and light exposed ; end vertical left and fight exposed; porch left and right exposed; Lumber DOLW1.60 plate grip DOL-1.60 2) As requested, plates have not been designed to provide for placement tolerances or mugh handling and erection conditions. It is the msponsibllity of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its writer. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcuff ent 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 rd between the bottom chord and any other members. 6) Refer to girders) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joinbs) except at=lb) 3=1 75, 2=396,4=117. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheebrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn FE No.22839 MiTsk USA, In. FIL cot 6034 6904 Parke East Blvd. Tampa FL 33610 net.: July 15,2019 WARNING - VWil, d.sio pa,iIIIIWa nd READ NO rES ON THIS AND INCLUDED INIEK REFERENCE PAGE MI-7473 rw 10,0312015 BEFORE USE. Design Wud fer use only who Millielale counnotom. This design Is thased and, u,on parameters shoar, and Is far an IndiNtilual buioW exrosomeni no M!, a runs System. Before Use. Me thwiffing desk,ner must won, Us appecabilly .1 design paranhaders and rotary heim.nn, Mis design Into Me ..11 buidingdou,n. Swing indcood is to PMWM buckling of MdMdUal truss Web andfor dordl Members ory. AAdfiflanselermi,raryane,ammanentoracing We[( W., .,I.d for stablity and 10 payient collapse with possible personal lnjuqmd timpani, damenge. ForgenamiguidanceregamingMe ANSUTPhl Quality enfilade, DSB49 and Best Burning component W.Wharemadinn 690el Parke Best end. T.mI FL 36610 I Fuss I ype cry Ply T17599896 Jaek-O,en 24 Job Reference (optional) East G.aot T a., Ft. riame. Roun: 8.24D a May 13 2019 Print: 8.240 a May 13 2019 Mffek Industries, Me Man Jul 15 14:12:30 2019 Page 1 ID:dciy_Ael uMvnJAuVPWiEjvdywSc-ggApimgAPSLkH6NZJboOSVDZHyY-rK6wVBob2yxpDI 5_114 _172 1 1 ­f) f!jI 5_114 Scald - 1:17.6 Plate Offsets (X.Y)— FI:0-2-2,0-G-81,12-0.2-14.Edge], 16:0-2-0,0-0-81 LOADING (psfI SPACING- 2-0-0 CS1. DEFL. in (too) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.79 Ven(LL) 0.07 4-10 �978 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 6C 0.56 Vert(CT) -0.13 4.10 >560 180 BCLL 0.0 Rep Stress Ina YES WE 0.00 Horz(CT) -0.00 3 n/a Rule BCOL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 23 lb FT = 0% LUNIBER- TOP CHORD 2X4 SP No.3 BOT CHORD 2x4SPNo.3 OTHERS 2xvI SP No.3 REACTIONS. (Ralsize) 3=187/Mechanical,2=401/0-6-0 (min. 0.1-8),4=75tMechanical Max Hom 2=214(LC 8) MaN Uplift3-150(LC 8), 2�261(!_G 8),4=-6(LC 8) May: Grav 3=202(LC 13). 2=401(LC 1), 4=102(LC 3) FORCES. (11b) - Max. Comp./Max. Ten. -All forces 250 (Ila) or less except when shown BRACING. TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid calling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.0ps1%, h=18ft: B=60ft; L=54ft; eave=6ft; Cat. 11; Exp C: Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed : end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or tough handling and erection Conditions. it Is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 tali by 240-0 wide will fit behiveen the bottom chord and any other membera. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 4 except at=lb) 3=1 50 , 2=261. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn FE No.22839 M' Trok USA, Int, FL Cad 6634 ON Parks East Blvd. Tampa Fl. 33610 Date: July 15,2019 AwARNU,G - Verify des,ri paternalen; and READ NOTES ON THIS AND INCLUDED ATITEX REFERENCE PAGE MuL7473 ropir. 1WON2015 BEFORE USE, Design ved for use only wan MiTeM Connectors. 'rNs denugn 13 based nall undin ismaranders arms, and Is far an Individual talking aamor.mt. am a MUSS trader. Before Use, me, talking designer must early tran appRiabitty of design parameters and property hoorporade this design Into Me awrall bullding design. BMCMg ladl�edl is to prayent bidding of hdiAd.al ",a eal, aroor chord nuantsus only. Addlenef foun,andry area purneram, gradjag MiTek' Is aWays required for Stability and to prevent Collapse with possible persainat iniuryand propertydarmage. For general guldsme regarding Me fabreation. Storage, delivery. einclon and bloating oltrussest and Mass systems. see ANSM11 Quality Canada, DSS49 and SCSI Building Component Sifferyinflandidue aw�ableftMTmSSRWetnsMOo.218N.��et.SuAe3l2.N�nd�.VAM14. 6904 Istalke Best Elve T.Gue. � bal job Truss truss TYPO Uty, VLY -Mathew Cdtahaa�Callahsan —Res - - - - - - - - T175SM97 ,38104 M7 hick-ope. 3A I Job Reference (optimal) N.: ... a way . auna iord: 0 zes a " To Via oil I eK lnau=03, anc. MOO JUI 10 14:12:30 ZUIS P390 I ID:dqy_AeluMvnIAuVPWiEivdyxrSc-ggApi"gAPSLkH6NZJbOOSVFAHuOTK600VBob2yxpDI 7�O 7.0.0 a.(. - 1:19A Plate Offsets (X,Y)- rl:0-2-2,0-0-8l,f2�0-0-14,Edqe],FS:0-2-0.0-0-81 LOADING pal) SPACING. 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.14 4-10 >587 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BIC 0.79 VerUCT) -0.24 4-10 >349 180 SCLL 0.0 Rep Stress Incr YES Wil 000 HorzCT) 0.00 2 slat nla BCOL 10.0 Code FBC2017frPI2014 Matrix -AS Weight: 27 lb FT-O% LUMBER - TOP CHORD 2X4 SP No.2 BOT CHORD 2x4SPNo.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=22711ilechanical.2=449/0-6-0 (min. 0-11-8),4=87/Mechanical Max: Hom 2=242(LC 8) Max Uplift3m-183(LC 8), 2�278LC 8), 4�7(1_C 8) Max Grav3=245(LC 13), 2=449(LC 1), 4=120(LC 3) FORCES. (lb) - Max. ComplMasic. Ten. -All forces 250 (lb) or less except when she=. BRACING - TOP CHORD Structural mod sheathing directly applied. BOTCHORD Rigid calling directly applied. NOTES- 1) Wnd: ASCE 7.10; Vuft=170mph (3-secand gust) Vasd=132mph; TCDL=4.2pst, BCDL=3.Opsf; h=18ft: B=6Dft; L=5411; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (direcUonal); Cantilever left and right exposed; end vertical left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its Center. 4) This truss has been designed for a 10.0 psf bottom chord live load ncriconctUrent with any other live loads. 5) - This truss has been designed for a live load of 20.0tisf 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 girdeqs) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Up uplift at joint(s) 4 except at=lb) 3=1 83 , 2m278. 8) This truss design requires that a minimum of 7116" structural mod sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Walter P. Finn PE No.22839 elfrelk USA, Inc. FIL Ced 0634 s9D4 Parka Ent Blvd, TaMpa FL 33610 Data: July 15,2019 AWARNING verifY dsslgnpar­iw,s andREAD NOMS ON THIS AND INCLUDED AVrEK REFERENCE PAGE 01-7473 1- IaIMIS UEFORE USE ensign valk! for Use Only web elff.kel) earnexxis. This daid, is baned only Upon pandnetens Shown. and 15 for an IndiAkial buildfing easaxponeurd, no Lao' building design. Bracing Indoconal 15 to pro�rt InWng of vdMdual truss web andlar abod! inembers, only. Additonal temporary and penroarent brnhg MiTek* is sMap re,ulred for stability and to prevent collapse with possible personal Injury bad property denote. Forgeneraiguidancerepardingthe (shaman. Siouan. dowerveredion end toradng oftussesionaltrass Systems. see ANS111oll Quaint, Conada, DS649 and BCSI Building Courowent said piano East BW, Saloylondroodan Tanc.. R 36610 Job TruSS was I ype City Ply J38104-Matheer Calladian-Callahan R.I. T17699M 4810" la'ontil K, card. 2 lJob Reference (optional) eve. ti�Z`tU 5 Mar 14 2UI 5 'flin ti�U 5 MaY 14 �atl 5 Mi I eK IMUMBS, Ina Men 'A to '.4"a' 'a'v page I ID:dqy-Ael uMmJAuVPWiEjvdmrSc-8skCvCxlxjaCMGhZB061 wit UrhIACkggr1 9XL7UYXPDk 1�4 4-6.1 8_�11 ft �l 3.11-0 Scale = 1:20.6 Plate Offsets (X.Y)- r1:0-2-11,13-0-81,19 0-2-0.0-0-81 LOADING (psf) SPACING- 2-0-0 CSL DEFL. In (loc) MOD Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.06 6.7 999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.47 Vert(CT) -0.05 6�7 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.24 Horz(CT) -0.01 5 n1a n/a SCOL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight: 39 Do FT = 0% LUMBER - TOP CHORD 2X4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP NOS OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=1 7SIMechanical. 2=601/0-4.9 (min. 0-1-8), 5=345/Mechanical Max HOM 2=215(LC 24) Max Ulpli[14�150(!_C 8), 2=-608(LC 8), 5=-322(LC 8) Max Grav4=178(LC 1), 2=601 (LC 1). 6=369(LC 28) FORCES. Qb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-891/660 BOTCHORD 2-15=739/845.7-15-7391845.7-16�739/845,6-16�739/845 WEBS 3-6�9041791 BRACING. TOPCHORD Structural mod sheathing directly applied or &0-0 Do purlins. BOTCHORD Rigid ceiling directly applied or 6-6-12 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=l 70mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf; h=18ft; B=60ft; L=5441; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its Center. 3) This truss has been designed for a 10.0 Pat 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 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other Members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical Connection (by others) of truss to beading plate Capable of withstanding 100 Do uplift at joint(s) except at=lb) 4=1 50. 2=608.5=322. 7) Hangeqs) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 125 lb dam and 80 lb up at 4-2-15, 125 lb down and 80 lb up at 4.2-15, and 164 Ito dam and 153 It, up at 7-0-14, and 164 la down and 153 Ill up at 7-0-14 on top chord, and 105 Its dovin and 34 It, up at 1-4-1 S. 105 go dam and 34 [b up at 1-4-15, 93 go dam and 4 It, up at 4-2-15, 93 Ill down and 4 lb up at 4-2-15, and 107 Ild dam and 6 lb up at 7-0-14, and 107 Ill down and 6 lb up at 7-0-14 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=11.25 uniform Loads (pit) Vert: 1-4-74, 5-11 �20 Concentrated Loads (lb) Vert: 7=-12(F=-6. B=-6) 114=-101(F�50. B�50) 16=-69(F�35, Bcs=35) Walter P. Finn FIE No.22839 MiTak USA, Inc. FL Cod 66M 69M Parke East Blvd. Yampa Fl. 33610 Date: July 15,2019 A­A­,ANG - Vainly design parameters andREADMOTES ON THIS AND INCLUDED MITEK REFERENCE PACE Mll-7473 ne, 100i BEFORE USE. Ms�R�l!dWuSOOn�IWMMITeM�n�M.�iSdeS�n sloned onlyupor,axemaderesixer, ard slivixMiMiluallevitchirgournponsini not anness,mem. Before use, UnebuiDaingdeagnermatuvedytints appnodailioftfealp parainflersand properly lecapposto this deagribnothniamerall buildingdesign. McOxnalterantralonelpearametbouncit, M!Tek' is always requited for stability and to printent collapse each possible personal Irtkiyand property damage. Fix,ereraiguldenc.legardintilli. tabdmbon,�omge.deMq.e��n�dbradngaf�susaMMsss�tems,we ANSMII Quality Carl DSS89 =it SCM Building Component 6904 loodde, Best Bad. Statelyinforeaudiffon mflabTeftmTmssRMeln�U�e.218N.LeO�M.Sufte3lZN�d�,VAM14. Torras, Fl. 36610 Job I NSS I ype Qty Ply- Res. T17599899 J38IN A Diagonal Hp Gkou 2 I IJ381�NlatheaCatauan,Caflanan Job Reference (optimal) Cvar, -- FL Fi., FL 343IIa lvun: u z4u a may ij zuiv vron, u.;up, a may M Zulu sa I WK intruemes, inc man Jut to 14:12:312019 page I ID:dqy.AeluMmJAuVPWEjvdyxrSc-8skCvCxlxjaCMCihnD61wf1 UIhlECkpyI9xL7UysPDk 0 4 k 8-4.0 11�4 �5.8 3-10-8 Stale = 1:20.4 3X4 = Plate Offsets (X,Y)- [1:0-2-1.0-0-81,[9,0-2-0,041-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (too) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.42 Ved(LL) -0.03 6-7 �999 240 MT20 2441190 TCOL 7.0 Lumber DOL 1.33 BC 0.47 Vert(CT) -0.05 6-7 �999 180 BCLL 0.0 Rep Stress Ina NO VVB 0.23 Horz(CT) 0.01 5 n/a rda BCOL 10.0 Code FBC2017rrPI2014 Matril Weight: 39 Its FT = 0% LUMBER - TOP CHORD ZK4 SP No.2 BOT CHORD 2X4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=1 83iMechanical, 2=597/0-8-2 (min. 0-1-8), 5=344/Mechanical Max Horz 2=213(LC 8) Max UpIM4�1 54(LC 8). 2=-428(LC 8), 5�1 56(LC 8) Max Grey 4=1 83(LC 1). 2=598(LC 28), 5=365(LC 28) FORCES. (lb) - Max. CompTlMax. Ten. - All forms 250 (11g) or less except when shown. TOPCHORD 2-3�869/328 BOTCHORD 2-15=-4171826,7-15=-4171826. 7-16=-4171826.6-16=-4171826 WEBS 3-6=-8841446 BRINGING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 Go pudins. BOTCHORD Rigid wiling directly applied or B-1 1-13 Go bracing. NOTES- 1) Wind: ASCE 7-10: VuK=17amph (3-secand gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf: h=18fl; B=60ft; L=5411; eave=6ft; Cat. II: Exin C: Encl., GCpi=O.l 8; MWFRS (directional); cantilever left and fight exposed ; end vertiwl left and right exposed; Lumber DOL=1.60 plate grip DOIL::1.60 2) Plates checked for a plus or minus 0 degree Notation about its Center. 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 %adde will fit between the bottom chord and any other members. 5) Refer to girderns) for truss to truss Connections. 6) Provide mechanical connection (by others) of truss to beading plate capable of wKhstandlng 100 Ill uplift at jalnt(s) except Ut=lb) 4=1 54, 2=428,5=156. 7) Hanger(s) or other wnriection device(s) shall be provided sufficient to support concentrated loaci 125 Up do= and 80 is up at 4-2-15, 125 Is down and 80 Is up at 4-2-15, and 161 It, dam and 153 lb up at 7-0-14, and 161 lb dam and 153 Its up at 7-0-14 on top chord, and 41 It, down and 35 lb up at 1-4-15, 41 Us down and 35 Its up at 1-4-15. 29 lb down and 9 lb up at 4-2-15, 29 lb dam and 9 ill up at 4-2-15, lend 46 Us dam and 18 lb up at 7-0-14, and 46 Its down and 18 Us up at 7-0-14 an bottom chord, The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss am noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=133, Plate Increase=11.25 Uniform Loads (pff) Vert; 1-4�74, 5-1 1�20 Concentrated Loads (b) Vert: 7�12(F=-&, B=-6) 14=-107(F�54, 13�54) 16=-71(F=�35. 8=-35) Walter P. Finn PE No.22839 M!Tek USA, Inc. Fi. Cod e634 HN Parls, East SIVIL Tampa R. 33610 Date: July 15,2019 AWARNING - Vans, dosign .,In READ NOTES an rNISAND INCLUDED AMTEK REFERENCE PAGE 11111.7473 -, 10MV2015 BEFORE USE. Deaignvadd ex use Ontladh `Tbis design Is based only can parameters assume. and Is for an ardieduad building ouxualeGE not a truss system. Before use, Me Wising designermumvesify Me applicabluy oftlesign prameters and propert&wassual. MiS Iketgn his to call tb�dngdssim. B.�hgiMi=edistoprowntW�gef�dMftaltmsswebmW�MoMmembamony. fieldfillonaltempror,and,bermarlernmeal MiTel( Is anways required for Mobility and to proitend collapse with possible personal lr�ury and property damage, Forgeneraliplidanuoragandirs,the ... rd ones systems. am. ANSAARTY Deeply, Cdoods, DSB49 and BCSI Building Component Goes Pariv, East Blvd. SalfielyholentatiOn anilable�TMSSRMeln�dOo.218K��d.��e3lZM�andda,VAM14. Tampa. FE W10 Job Truss TNSS Type City Ply J36104-M.M.Coviahan-Caflaing es. T17699900 J38104 �R 01,uganalHip(Goder 4 1 �Job Reference (optional) hag caused neigs. K PIC=. FL sgurvI Run: 8,240 a May 13 21119 Print 8240 5 May 13 2019 MiTek Industries, Ins. Mae Jul 15 14;1132 2019 Page 1 IRIftly-Ael uMvnJAuVPWiEivdyvSc�3la7YywlOi3L-aGmgkdG'Raew5dhx8O5FpgvbwpE)j �2�1 -_7 5�2-9 9.10-1 M144 �2-9 4�7� 3PI = 5-2.9 1 9_104 5�2-9 4_7_8 Scale z 1:nA Plate Offsets (X.Y)- rl:0-2-1,0-0411, 19:0-2-0,0-0-81 LOADING (psf) SPACING- 2-0­0 CS1. DEFL. in (too) Vdefl Ud PLATES GRIP TOLL 30.0 Plate Grip DOL 1.25 TIC 0.47 Ved(LL) 0.05 6-7 �999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.52 Vert(CT) -0.09 6.7 >999 180 SCLL 0.0 Rep Stress ]nor NO V4B 0.40 Horz(CT) 0.01 5 n/a rda BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight: 45 Ity FT = 0% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD BOT CHORD 2X4 SP No.2 BOTCHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/sIze) 4=166/Mechanimi.2=684IG-8-2 (min. 01-8),5=3961tilechanical Max Horz 2=241 (LC 24) Mas UpIift4=-138(LC 8), 2�471(!_C 8). 5=-192(LC 8) Miss Grav4=I66(LC 1), 2=685(LC 28).5=410(LC 28) FORCES. (III) - Max. Comp./Max. Ten. -All forces 250 f1b) or less except when shown. TOP CHORD 2-14=-1096/455,3-14�10211458 BOTCHORD 2-16�563tlO4O,l6-17�56311040,7-17=-56311040,7-18=.563/1040.6-18-563/1040 WEBS 3-7=-15/279.3-6�1108/600 Structural wood sheathing directly applied or 5.6-2 GO pudins. Rigid wiling directly applied or 7-9-4 oc branding. NOTES- 1) Wind: ASCE 7-10; Vuk=170mph (3-secand gust) Vasd=132mph; TCDL=4.2pst, BCDL=3.Gpsf, h=18ft: 8=60ft; L-54ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and light exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL-1.60 2) Plates checked for a plus or minus 0 degree rotation about its Center. 3) This "as has been designed for a 10.0 psf bottom chard 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 rectrangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Referto girdeqs) for truss to truss Connections. 6) Provide mechanical Connection (by others) of truss to beading plate Capable of withstanding 100 Ite uplift at joint(s) except jt=Ib) 4=138. 2=471, 5=192. 7) Hanger(s) or other connection dervice(s) shall be provided sufficient to support concentrated load(s) 125 Ito down and 80 lb up at 4-2-15, 125 lb down and 80 Ile up at 4-2-15, and 167 Itt down and 154 lb up at 7-0-14, and 167 It, dam and 154 Ily up at 7-0-14 on top chard, and 41 It, down and 35 Ib up at 1-4-16,41 lb down and 35 Illy up at 1-4-15, 29 lb down and 9 Ity up at 4-2-15, 29 It, dowin and 9 It, up at 4.2-15, and 45 Ug down and 18 Ity up at 7-0-14. and 45 Ity down and 18 It, up at 7-0-14 on bottom chord. The designtselection of such connection clevice(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 + Reef Live (balanced): Lumber Inctriesse=133, Plate Inaeasci Uniform Loads (plo Vert: 1-4-74, 5-1 1�20 Concentrated Loads (lb) Vert: 15=-92(F-46, B=-46) 17�12(F=-6. B=.6) 18z-67(F=-33. B=-33) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cod GOT SSD4 Parke Ent Blvd. Tampa FL 33610 age: July 15,2019 AwARn,NG- Verity design parsurem and READ NOTES ON THIS AND INCLUDED WITEX REFERENCE PAGE AVI-7473 ra� 1WO312015 BEFORE USE. Design Valk! (Or Use orlywut MMIDSI rhavertons. Thly derign is based only Won parameted, Came. and Is for an indardual buflofing cournporend. net a truss Systur. Before Use. M tudding designer must Andy My applicability of design parameters no property ishouragarge We dect, An. Me overall busidingdest,ir. Bm�gIMi=edistopMwMbualingVhdMdualMssw�m�OoMmembemmly. AdisionaltempOraryard,samnarrantiourciftg MiTek' Is arears required for Margin, and to prevent collapse varrut possuble personal Injury and pro"Ay damage. For general guidance regarding Me fabideation. stomage.delivery. region and gradn,; Witnesses anctruss systems, Car ANSYTPYI Qafig, C�d.. DSB�89 ad Bwl Building Component Seoul Fares East Bvj. S�fyin�WOn �flable�TmssRWeln�e,218N.�&md.�fte3lZA�d�.VAM314. Tarmea. FIL 36610 Symbols PLATE LOCATION AND ORIENTATION 1�" Center plate on joint unless x, y 4 offsets are indicated. Dimensions are, in ft-in_sixteenths. Apply plates to both sides of truss and fully embed teeth. 016`1 I I L 17�� For 4 x 2 orientation, locate plates 0- �4' from outside edge of truss. This symbol indicates the required direction of slots in connector plates: Plate location details available in MITek 20120 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 Tor 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. Industry Standards: ANSIfrPI1: National Design Specificadon for Metal Plate Connected Wood Trdss Construction. DSB-89: Design Standard for Braciiq'g. BCSI; Building Component Safety Information, Guide to Good Practice forlHandling, Installing & Bracing of Metal Plate Connected Wood Trusses.� Numbering System 648 dimensions shown in ft-in-sixteenths (Drawings not to scale) a of 0 0 0 0 l­ JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1 311, ESR-1 352, ESRl 988 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 I section 6.3 These truss designs rely on lumber values established by others. @ 2012 MITek9 All Rights Reserved MiTek MiTek Engineering Reference Sheet MII-7473 rev. 10103/2015 A 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-bracmg, is always required. See BCS1. 2. Truss bracing must be designed by an 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 bramd 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 at joint locations are regulated by ANSVTPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord Win ANSIrrP1 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, size, orientation and location dimensions indicated am minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects. equal to or better Man that specified. 13. Top chords must be sheathed or purfins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 15. Connections not shown am Me responsibility of others. 16. Do not cut or alter truss member or plate without pror approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable erwimmmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture In accordance with ANSIrrPI I Quality Criers,