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HomeMy WebLinkAboutREVISION - TRUSS PAPERWORKRECEIVED 11111111011111111M Pi4rmitring Department; k® st; 6ugl� rc�unty . RE: 75460 - SASSEVILLE Lumber design values are in accordance with ANSI/TPJ 1 section 6.3 These truss designs rely on lumber values established by others. R,EV I Site Information: Customer Info: PAUL & GAIL SASSEVILLE Project Name: Lot/Block: Subdivision: 6904 Parke East Blvd. SASSEVILLE ModelTampa, FL 33610 4115 Address: UNKNOWN �^ City: ST LUCIE COUNTY State: FL �40 Name Address and License # of Structural Engineer of Record, If there is one, for the buildin�[/6,�� Name: License #: AY ddress: State: CO�hy General7russ Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions). Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 70 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name I Date No. Seal# Truss Name . Date 1 IT15902885JAl 12/27/18 18 1 T15902902 1 C8 L18 2 JT16902886JA2 12/27/18 19 1 T15902903 1 D1 8 3 IT15902887IA3 12/27/18 20 1 T1 59029041 D2 4 IT15902888IA4 12/27/18 21 1 T15902905 1 E1 8 5 1 T15902889 1 A5 12/27/18 22 1 T15902906 E2 bL 6 1 T15902890 1 A6 12/27/18 23 1 T15902907 E3 o t1`e/Z�{r f8 7 1 T15902891 A7 12/27/18 24 1 T15902908 1 E4 8 IT15902892IA8 12/27/18 25 IT15902909 F1 P IQ;3 9 1 T15902893 1 A9 12/27/18 26 1 T15902910 1 F2 10 1 T15902894 1 AA 12/27/18 27 1 T15902911 :J F3 12/27/18 11 I T15902895 1 AB 12/27/18 28 1 T15902912 1 F4 12 1 T15902896 1 AC 12/27/18 29 1 T15902913 1 F6 12/27/1 Er 1 13 1 T15902897 1 AD 12/27/18 30 1 T15902914 F7 12/27/18 14 1 T15902898 1 C1 12/27/18 31 1 T15902915 1 F8 14 115 1 T15902899 1 C2 112/27/18 132 1 T15902916 1 F9 112/27/18 116 1 T15902900 1 C3 112/27/18 133 1 T1 5902917 I FA 112/27/18 117 1 T15902901 1 C4 112/27/18 134 1 T15902918 I FB 112/27/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The -seal on these truss'component designs is a certification that the engineer named is licensed in the jurisdictions) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference'purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify lapplicabi lity of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. WING 1 SUBMITTAL REVIEW [] APPROVED AS NOTED SUBMIT ❑ REJECTED REVIEWED FOR DESIGN CONFORMITYAND FORMANCE CT ONTRACTORO ISONTREP ONSIIBLEMENTS FOR ND CORRELATING DIMENSIONS AT JOBSITE E. CLEARANCE, QUANTITIES, FABRICATION ND TECHNIQUES OF CONSTRUCTION, OF HIS WORK WITH ER T D SAND E U1��li CONTRACT D CUMEN �1` Date: Architectonl Inc. Fort Pierce, FL 34950 �"N � BPS q s�i N 80 : 53 S T/k E OF < O P r N. lit 111,11110% Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert i 634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 Albani, Thomas 1 of 2 RE: 175460 - SASSEVILLE / Q56808 Site Information: Customer Info: PAUL & GAIL SASSEVILLE Project Name: SASSEVILLE Model: Lot/B;lock: Subdivision: Address: UNKNOWN City. !ST LUCIE COUNTY State: FL No. Seal# Truss Name Date 135 T15902919 1 GR1 12/27/18 136 11 T15902920 1 G R3 . 1 12/27/18 137 � I T15902921 1 GR4 1 12/27/18 138 !1 T15902922 1 G R5 1 12/27/18 139 11 T15902923 1 GR6 1 12/27/18 140 !1 T15902924 I GRB 1 12/27/18 141 11 T15902925 1 G RC 1 12/27/18 1 142 11T15902926 I GRD 1 12/27/18 143 11 T15902927 1 GRD1 1 12/27/18 144 11 T15902928 1 GRE 1 12/27/18 1 145 11 T15902929 1 GRG 1 12/27/18 146 11 T15902930 1 GRH 1 12/27/18 147 i I T15902931 1 H 1 12/27/18 1 148 i I T15902932 1 H 1 1 12/27/18 1 149 ! I T15902933 1 J 1 1 12/27/18 150 1 I T15902934 I J 1 A 1 12/27/18 151 1 I T15902935 I J2 1 12/27/18 152 J T15902936 I J2A 1 12/27/18 153 1 I T15902937 I J3 1 12/27/18 154 1 I T15902938 I J3A 1 12/27/18 155 1 I T15902939 I J4 1 12/27/18 156 j I T15902940 I J5 1 12/27/18 1 157 11 T15902941 I J5A 1 12/27/18 158 1 I T15902942 I J7 1 12/27/18 159 1 I T15902943 I J7A 1 12/27/18 160 11 T15902944 1 KJ4 1 12/27/18 161 1 T15902945 1 KJ6 1 12/27/18 162 1 T15902946 1 KJ7 1 12/27/18 163 1 T15902947 1 KJE 1 12/27/18 164 1 T15902948 1 MV2 1 12/27/18 165 ! 1 T15902949 1 MV4 1 12/27/18 166 1 T15902950 1 MV6 1 12/27/18 167 11 T15902951 1 MV8 1 12/27/18 168 11 T15902952 1 MV10 1 12/27/18 169 11 T15902953 1 MV12 1 12/27/18 1 170 11 T15902954 1 MV13 1 12/27/18 2 of 2 Job Truss Truss Type , Qty Ply I SASSEVILLE / Q56808 T15902885 75460 At Common 3 1 Job Reference (optional) chambers I russ, Inc., Fort fierce, FL ts.zvu s Uec o zu 10 Iv0 I ex mousirres, mu. r Fm Liec ei I o;o4:o/ eu 1 o rdyu I ID:cf451 GWcul fGPiOyu_4LEFz6O73-Ork9n48_POOtCQsDMJt hg8J4AyHsRgsSdRBK6ny4lOe 7-3-8 14.11-4 22-5.4 , 25-9-5 26-6-t5 32-11-4 7-3-8 7-7-13 7.6-0 3-4-1 9-1 6-4-5 4x5 = 6.00 12 4 4x6 14, 13 11 - -- 9 3x6 ill 4x4 = 3x6 = 3xB = 46 3x4 = Scale=1:59.9 8c') I4 6 3x5 = 7-3-8 14-11-4 25-9-5 _ 32-11-4 7-3-8 7-7-13 10-10-1 7-1-15 ' Plate Offsets(X Y)—^j3.0-3-0 Edge) I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.28 9-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.58 9-11 >682 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 j Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.11 9-17 >999 240 Weight: 177lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x41SP M 30 WEBS 2x4SP No.3 BRACING- TOPCHORD BOT CHORD WEBS I REACTIONS. (lb/size) 14=1213/Mechanical, 8=1213/0-8-0 Max Horz 14=236(LC 11) Max Uplift 14=-432(LC 12), 8=-429(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1606/857, 2-4=-1359/828, 4-6=-1352/820, 6-7=-2240/1277, 7-8=-2283/1141, 1-14=-1143/683 BOT CHORD 13-14=-205/297, 11-13=-575/1409, 9-11=-744/1661, 8-9=-893/1975 WEBS 2-11= 372/284, 4-11=-381/742, 6-11= 746/492, 6-9= 300/665, 7-9=-257/276, 1-13=-617/1307 Structural wood sheathing directly applied or 4-4-15 oc purlins, except end verticals. Rigid ceiling directly applied or 7-4-11 oc bracing. 1 Row at midpt 2-11, 6-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roofllive loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=33ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.1'8; MWFRS (directional) and'C-C Exterior(2) 0-1-12 to 3-5-4, Interior(1) 3-5-4 to 14-11-4, Exterior(2) 14-11-4 to 18-2-12, Interior(1) 18-2-12 to 32-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has Been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 14=432, 8=429. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: ® WARNING - Vied /y design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIh7473 rev. 10/09/2015 BEFORE USE. Design valid for use only with MfTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters:and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always requiredjfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPII Quality Cdleda, DSB-89 and BCSI Building Component Saloty Inlormatbiravailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, MiTek° 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type a Ply SASSEVILLE / Q56808 j ply T15902886 75460 A2 Hip 1 1 Job Reference (optional) cnamoers truss, inc f, ron rrerce, M 0.4- 3 UGG o cv . o rvu . en a wuau.va, a iu —1 a ..,.. — ... . U. . I D:cf451 G W cul fGPiOyu_4LEFz6O73-sl IX?Q9cAKWjgaROwOYwM LsFsMc2AH_os5wteEy4lOd 7-0-2 13.6-4 16-4-4 22-8-11 26-3-3 26 6 15 32-11-4 7-0-2 6-6-2 2-10-0 6-4-6 3-6-8 0-8-12 6-4-5 4x6 = 4x4 = 3 21 4 4x6 Scale = 1:56.5 I B 1 I, 0 15 14 13, 12 11 10 24 9 3x6 II 4x4 = 4x6 3x4 = 3x4 = 5x6 WB= 3x4 =. 3x5 = 7-0-2 13-6-4 16-4.4 26.3-3 32-11-4 7-0-2 6-6-2 2- N 9-10-15 6-8-1 Plate Offsets (X Y)-= [8:0-0-0 0-0-41 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.39 9-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.75 9-11 >528 240 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 j Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.19 9-11 >999 240 Weight: 185lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4SP No.3 OTHERS 2x4 SP No.3 BRACING- TOPCHORD BOT CHORD WEBS I I REACTIONS. (lb/size) 15=1213/Mechanical, 8=1213/0-8-0 Max Horz 15=217(LC 11) Max Uplift 15=-432(LC 12), 8=-429(LC 12) Max Grav 15=1213(LC 1), 8=1221(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1585/89012-3— 1415/928, 3-4=-1193/892, 4-5=-1417/916, 5-7= 2346/1352, 7-8=-2356/1214, 1-15=-1142/709 BOT CHORD 14,-15=-179/272, 12-14=-642/1442, 11-12=-447/1231, 9-11=824/1672, 8-9=-973/2033 WEBS 2-12= 316/248, 3-12=-209/330, 4-1 1=-213/468,5-11=-717/493, 5-9=-312/684, 7-9=-241/277, 1-14=-675/1288 Structural wood sheathing directly applied or 4-5-11 oc purlins, except end verticals. Rigid ceiling directly applied or 7-2-2 oc bracing. 1 Row at micipt 2-12, 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roofllive loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=33ft; eave=oft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-5-4, Intedor(1) 3-5-4 to 13-6-4, Exterior(2) 13-6-4 to 21-0-2, Interior(1) 21-0-2 to 32-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4). This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= IO.Opsf. 6) Refer to girder(s)l 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) except Qt=lb) 15=432, 8=429. 1 Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 0634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MII-7473 rev. 10/03,2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �+ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is alwaysrequiredlfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUWII Quality Criteria, DS13-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlonovallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 T15902887 75460 A3 Roof Special 1 .1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:32:38 2018 Page 1 1 I D:cf451 G W cul fGPiOyu_4LEFz6O73-s11X?Q9cAKWjgaRQwOYwMLsD W MdpAEncs5wteEy4lOd 1 4-0.0 7-4-11 15-2-11 20-7-11 27-9-5 35-11-3 37-11-3 -7-4 3-4-12 3-4.12 7-10-0 5.5-0 7-1-10 B-1-14 Scale = 1:65.9 5x6 = 6.00 12 5x6 = 24 25 265 4x6 = 4x6 = 4x5 = 3x5 = 3x4 = 3x4 = 3x4. ll 7- 7.4-11 15-2-11 20-7-11 27-9-5 35-11-3 •7-4 6-9.7 - 7-10.0 5-5.0 7-1-10 8-1-14 Plate Offsets (X Y)4 [1:0-3-4 0-3-0] [4:0-3-0 0-2-0] [5:0-3-0 0-2-0] [6:0-3-0 0-3-4] i LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.50 12-14 >853 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.67 12-14 >642 240 BCLL 0.0 Rep Stress.Incr YES WB 0.77 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2017/FP12014 Matrix -MS Wind(LL) -0.30 12-14 >999 _ 240 Weight: 192 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 �SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 7-0-14 oc bracing. 1-15: 2x4 SP M 30 WEBS 1 Row at midpt 3-12, 6-11 OTHERS 2x8ISP 240OF 2.0E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7=1433/0-8-0, 20=1282/0-7-4 Max Harz 20=-217(LC 12) Max Uplift 7=594(LC 12), 20=-441(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-639/1256, 1-16=-639/1256, 1-2=-243/309, 2-3=-1993/1286, 3-4=-178B/1102, 4-5=-1523/1073, 5-6=-1776/1108, 6-7= 2427/1316 BOT CHORD 14-15=-598/1159, 12-14=-1039/2025, 11-12=-622/1521, 9-11=-1025/2090, 7-9= 1025/2092 WEBS 3-14=-824/550, 3-12=-666/525, 4-12— 171/485, 5-1 1=-213/495,6-11=-763/469, 6-9=0/335, 2-15=-1573/854, 2-14=-673/1282, 1-20— 1557/894 NOTES- 1) Unbalanced roofllive loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=36ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-0 to 4-4-2, Interior(1) 4-4-2 to 15-2-11, Exterior(2) 15-2-11 to 18-9-13, Interior(1) 18-9-13 to 20-7-11, Exterior(2) 20-7-11 to 24-2-13, Interior(1) 24-2-13 to 38-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has Ueen 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) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=594,20=441.� Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 I ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ■' Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not p` a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing pq I VIA 1T A'" � °.Il Is always required, for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII Quality Cdtedo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatbnovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job I Truss Truss Type Pity Ply SASSEVILLE / Q56808 T15902888 75460 A4 Roof Special 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:32:39 2018 ID:cf451 GW cul fGPiOyu_4LEFz6O73-LDsvCmAExdeaRjOcUk39vZOPJm?Qvlol5lgQ 7- 5-0-0 9-4-11 17-2-11 8-7-1 24-5-13 29-8-12 35-11-3 Hit11-3 -7.4 4-4-12 4-4-12 7-10-0 1-5-0 5-10-2 5-2-15 6-2-7 2-0-0 5x6 = 5x6 = 6.00 12 4 5 5x6 = 3x4 = 3x6 = 3x4 = 4x6 = 3x4 = 8-11 Scale = 1:65.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.21 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.3611-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.14 14-16 >999 240 Weight: 215lb FT=20% LUMBER - TOP CHORD 2x41SP M 30 BOT CHORD 2x41SP M 30 WEBS 2x4ISP No.3 *Except' 1-17: 2x4 SP M 30 OTHERS 2x8ISP 240OF 2.0E BRACING- TOPCHORD BOT CHORD WEBS REACTIONS. (lb/size) 9=1433/0-8-0, 22=1282/0-7-3 Max Harz 22=-257(LC 12) Max Uplift 9=-593(LC 12), 22=-442(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 17-18=-582/1205, 1-18=-582/1205, 1-2=-219/289, 2-3=-1888/1189, 3-4=-1612/1006, 4-5=-1365/987, 5-6— 1594/1022, 6-8=-2249/1243, 8-9=-2463/1294 BOT CHORD 1d-17= 512/1125, 14-16=-895/1908, 13-14=-487/1365, 11-13=-795/1785, 9-1 1 =-1 026/2150 WEBS 3-16=-684/469, 3-14=-673/512, 4-14=-203/432, 5-13=-365/557, 6-13=-696/434, 6-11=-146/519, 8-11=-301/255, 2-17=-1500/808, 2-16=-559/1149, 1-22=-1337/741 Structural wood sheathing directly applied or 4-5-14 oc purlins, except end verticals. Rigid ceiling directly applied or 7-2-15 oc bracing. 1 Row at midpt 3-14, 6-13, 2-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordancewith Stabilizer Installation guide. NOTES- 1) Unbalanced roofllive loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-0 to 4-4-2, Interior(1) 4-4-2 to 17-2-11, Exterior(2) 17-2-11 to 22-2-13, Interi6r(1) 22-2-13 to 38-0=0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 I 3) Provide adequate drainage to prevent water ponding. , 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Bearing at joint(s) 22 considers parallel.to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) . 9=593, 22=442. m c? o DIv -4 o 6 Thomas A. Albani PE No.39380 MiTek USA, Inc: FL Cert ti634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not atruss system. Before use, the building designer must verify the applicabllity of design parameters. and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required, for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSViPII Quality Cdtedo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlonavollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type i Qty Ply / Q5680B I _� T15902889 75460 A5 Roof Special 1 1 �SASSEVILLE Job.Reference o tional Chambers Truss, Inc., Fort Pierce, FL 6-6.8 8.240 s Dec 6 2018 MiTek Industnes, Inc. Thu Dec 27 15:1 ID:cf451 GWculfGPiOyuU4LEFz6O73-eYhbBgSNxQJ6nNHAbLz338sGU2olL 23-3-14 29-5-15 35-11-3 5-4-11 .. 6-2-1 6-5-4 Scale = 1:62.8 .. 6.00 12 5x6 = Iam C _ o 4x6 = ; 3x4 11 3x4 = 3x6 = &B = 4x6 = 7- 6-0.11 11-4-11 17-11-3 26-10-5 35-11-3 -7- S-5-7 5-4-0 6-6-8 8-11-2 9-0-14 Plate Offsets (X Y)'-- [1:0-5-7 0-3-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.22 10-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.39 10-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.14 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.11 10-12 >999 240 Weight: 2801b FT=20% LUMBER- I BRACING - TOP CHORD 2x4 SP M 30 *Except* TOP CHORD 14 2x6 SP No.2 BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 1-116: 2x4 SP M 30 OTHERS 2x8 SP 240OF 2.0E I REACTIONS. (lb�size) 8=1433/0-8-0; 21=1282/0-7-3 Max Horz 21=-295(LC 12) Max Uplift 8=-591(LC 12), 21=-444(LC 12) Max Grav 8=1449(LC 18), 21=1282(LC 1), I FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1! 22=-185/292, 22-23=-185/292, 2-23=-185/292, 2-24=-1780/1116, 3-24=-1778/1116, 31-25=-1587/970, 4-25=-1525/983, 4-26— 1490/990, 5-26=-1549/972, 5-6=-2212/1224, 6-7=-2323/1212, 7-27=-2470/1272, 8-27=-2520/1252, 16-17= 531/1189, 1-17=-531/1189 BOT CHORD 15-16=-449/11.46, 14-15=-449/1146, 14-28=-771/1764, 13-28=-771/1764, 12-13=-771/1764, 12-29= 717/1695, 11-29= 717/1695; 11-30=-717/1695, 10-30=-717/1695, 811 10=-1006/2186 WEBS 2L14= 464/901, 3-14=-552/380, 3-12=-608/477, 4-12= 586/1102, 5-12=-671/439, 5 10=-198/594, 7-10=-345/296, 2-16— 1538/757, 1-21— 1300/728 Structural wood sheathing directly applied or 4-6-6 oc purlins, except end verticals. Rigid ceiling directly applied or 7-3-14 oc bracing. 1 Row at midpt 3-12, 5-12, 2-16 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=42psf; BCDL=3.Opsf; h=18ft; B=45ft; L=3611; eave=5ft; Cat. 11; Exp B; Encl., iGCpi=0.18- MWFRS (directional) and C-C Exterior(2) 0-9-0 to 4-4-2, Interior(1) 4-4-2 to 17-11-3, Exterior(2) 17-11-3 to 21-6-5, Interior(1) 21-6-5 to 38-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has bleen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss haslbeen 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) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 591 lb uplift at joint 8 and 444 lb uplift at Thomas A. Albin! PE No.39380 joint 21. MiTek USA, Inc. FL Cert 0634 LOAD CASE(S) Standard 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 I ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. * Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Ms'%k' is always requlred� for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS117Plt Quality Criteria, DSB-89 and BCSI Bulding Component 6904 Parke East Blvd. Safety Infonnatbiavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type e Qty Ply SASSEVILLE / Q56808 T15902890 75460 A6 Roof Special 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:32:41 2018 Page 1 I D:cf451 G W cut fGPiOyu_4LEFz6O73-HczfdRBVTFVlh1 A_b86d_UhhZgaNZs2Y39XFZy4lOa 7- 2-8-11 %-11 13-4-11 17-11-3 23-3-14 22.5-15 35-11-3 37-11-3 7-4 2-1-7 5-4-0 5.4-0 4-6-8 5-4-11 6-2-1 6-5-4 2-0-0 I 6.00 6xl2 23 19 5x6 = 3z4 II 4x4 = 4x8 = 3x6 = 3x4 II 3x8 = 4x6 = Scale = 1:68.2 -7-� 2-8-11 11 13-4-11 17-11-3 20-8-11 26-11 5 35-11-3 7-4 7 %.0 5-4-0 4.6-8 2-9-8 6-1-10 9.0-14 Plate Offsets (X Y) [1:0-10-4 0-0-12] [2:0-6-0 0-2-81 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.22 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.40 11-13 >999 240 BCLL 0.0 Rep Stress Inca YES WB 0.94 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 ! Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.11 11-13 >999 240 Weight: 2461b FT=20% LUMBER- BRACING - TOP CHORD 2x41SP M 30 *Except* TOPCHORD 1-2:I2x6 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x8!SP 240OF 2.0E REACTIONS. (Ib/size) 9=1433/0-8-0, 23=1282/0-7-3 Max Hors 23=-294(LC 12) Me IX Uplift 9=-591(LC 12), 23=-444(LC 12) Max 9=1462(LC 18), 23=1282(LC 1) BOT CHORD WEBS Structural wood sheathing directly applied or 4-6-4 ocpurlins, except end verticals. Rigid ceiling directly applied or 7-3-3 oc bracing. 1 Row at midpt 4-16, 5-13, 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-609/571, 2-3=-1262/882, 3-4=-1262/882, 4-5=-1583/1018, 5-6= 1576/1004, 6-8= 2353/1242, 8-9=-2550/1289 BOT CHORD ld-17= 74/522, 14-16=-681/1613, 13-14=-682/1611, 11-13=-735/1700, 9-11=-1021/2213 WEBS 2- 1 7=-1 067/340, 2-16=-651/1220, 3-16= 326/289, 4-16=-678/332, 4-13=-554/454, 5-13=-649/1152, 6-13= 676/446, 6-11=-196/596, 8-11= 343/294, 1-17=-368/1230, 1-23=-1291/763 I I NOTES- 1) Unbalanced roof+live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-0 to 6-3-13, Interior(1) 6-3-13 to 17-11-3, Exterior(2) 17-11-3 to 21-6-5, Interior(1) 21-6-5 to 38-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1I.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 23 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7), Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=591, 23=444. I Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always requiredlfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSU1P11 Quality Criteria, DSB-89 and SCSI Bullding Component 6904 Parke East Blvd. Safety Informafbnovailable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type i Qty Ply SASSEVILLE / Q56808 T15902891 75460 A7 Roof Special 1 1 Job Reference (optional) Chambers Truss, Ind., Fort Pierce, FL 0-7-4, 4-8-11 6xl2 23 19 ID:cf451 GV 5-4-11 17-11-3 5-4-0 2-6-8 5-4-1 5x6 = 6.001 F12 5x8 = —A i i 5x12 = 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:32:43 2018 Page 1 fGPiOyu_4LEFz6O73-D?5Q27DI?s9OwLKNjZB53PZ9zNL3rUYL?NeeKRy4lOY 29-5-15 35.11-3 37-11-3 fi-2-1 4 3x4 3x4 = 4x8 = 3x6 = 3x4 11 3x8 = 4x6. _ 5-4-0 ' 2-6-6 Scale = 1:67.6 m O 010 -4 m LOADING (psf) TCLL 20.0 TCDL 7.0 1 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.37 BC 0.53 WB 0.87 Matrix -MS DEFL. in (loc) i/defl Ud Vert(LL) -0.21 11-13 >999 360 Vert(CT) -0.38 11-13 >999 240 Horz(CT) 0.13 9 n/a n/a Wind(LL) 0.10 11-13 >999 240 PLATES GRIP MT20 244/190 Weight: 257lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins, 1-2: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-2-7. oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-16, 4-13, 5-13, 6-13 1-18: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing OTHERS 2X81SP 240OF 2.0E be installed during_ truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1433/0-8-0, 23=1282/0-7-3 Max Harz 23= 294(LC 12) Max Uplift 9=-591(LC 12), 23=-444(LC 12) Max Grav 9=1463(LC 18), 23=1282(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-867/670, 2-3=-1302/930, 3-4=-1302/930, 4-5= 1599/1055, 5-6=-1625/1016, 6-8=-2398/1264, 8-9=-2595/1311 BOT CHORD 16-17=-178/747, 14-16=-597/1486, 13-14=-597/1485, 11-13=-755/1742, 9-11=-1040/2253 WEBS 1) 7= 401/1058, 2-17=-738/339, 2-16=-525/1025, 3-16=-328/293, 4-16=-494/216, 4-13=-539/457, 5-13=-709/1209, 6-13=-674/448, 6-11— 195/593, 8-11=-344/294, 1-23=-1298/781 NOTES- 1) Unbalanced roofl live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=,45ft; L=36ft; eave=5ft; Cat. 11; Exp B; Encl., 6Cpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-0 to 4-4-2, Interior(1) 4-4-2 to 4-8-11, Exterior(2) 4-8-11 to 8-3-13, Interior(1� 8-3-13 to 17-11-3, Exterior(2) 17-11-3 to 21-6-5, Interior(1) 21-6-5 to 38-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between.tFie bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 9=591, 23=444. 1 Thomas A. Albani PE No.38380 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27.2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MI1-7473 rev. 1WO312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quo' B1ryy Cdteda, DSB-89 and Ill Budding Component Safety Infannatk7inavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek` 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply SASSEVILLE / Q56808 T15902892 75460 A8 Roof Special 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:32:44 2018 Page 1 ID:cf451 G W cut fG PiOyu_4LEFz6O73-hBfoFTENmAHtYVvZHHfKcc6JpnhzaxKU E1 NBsty41 OX 0 7- 6-6.3 11-10-3 17-2-3 17-11 3 23-3-14 22.5-15 29• -14 35.11-3 37-11-3 -7.-4 5-10-15 5-4-0 5-4-0 9- 5-4-11 6-2-1 0- -15 6-4-5 2-6-0 I Scale = 1:69.4 6x1f 22 18 5x6 6.00 12 5x8 = 3x4 II 5x12 = 9x4 11 3x4 —_ 3x6 = 3x8 = 4x6 = 3x8 = Or7-p 6.6-3 11-1%3 17-2-3 26-10-5 35-11-3 0-7-4 5-10-15 5-4-0 5-4-0 9-8-2 9-0.14 Plate Offsets (X,Y)-= [1:0-10-4,0-0-121, [2:0-6-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.43 Vert(LL) -0.24 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 - Vert(CT) -0.44 11-13 >975 240 BCLL 0.0 * Rep Stress Incr YES WB 0.83 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.10 11-13 >999 240 Weight: 255lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 ASP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins, 1-2: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-2-1 oc bracing. WEBS 2x4ISP No.3 *Except* WEBS 1 Row at micipt 2-16, 3-14, 4-14, 4-13, 5-13, 6-13 1-17,: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x8ISP 240OF 2.0E be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. .(Ib/size) 9=1433/0-8-0, 22=1282/0-7-3 Maz Hor4 22=-294(LC 12) Maz Uplift 9=-591(LC 12), 22=-444(LC 12) Max Grav 9=1513(LC 18), 22=1282(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1028/737, 2-3=-1303/939, 3-4=-1303/939, 4-5=-1609/1054, 5-6=-1645/1003, 6-8= 2469/1273, 8-9=-2666/1320 BOT CHORD 14-16=-215/880, 13-14=-504/1408, 11-13=-762/1796, 9-11=-1049/2316 WEBS 11 6=-369/1013, 2-16=-559/284, 2-14=-430/862, 3-14=-338/293, 4-14=-398/122, 4-13=-477/396, 5-13=-648/1111, 6-13=-682/444, 6-11— 195/609, 8-11=-344/296, 1-22=-1303/778 NOTES- 1) Unbalanced roof1live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-0 to 4-4-2, Interior(1) 4-4-2 to 6-6-3, Exterior(2) 6-6-3 to 10-1-5, Interior(lj 10-1-5 to 17-11-3, Exterior(2) 17-11-3 to 21-6-5, Interior(1) 21-6-5 to 38-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of'20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 9=591, 22=444. i Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 ® WARNING - Ver/ly deslgn parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for on individual building component, not �* a truss system. Before use; the building designer must verify the applicability of design parameters.and properly Incorporate this design Into the overall ■■�•YY■■i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ��T®k° Is always requlredifor stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Quality Criteria, DSB-89 and SCSI BuIlding Component 6904 Parke East Blvd. Safety Informatlohavallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Ply SASSEVILLE / Q56808 'Ply T15902893 75460 A9 Roof Special 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:32:45 2018 Page 1 I D:cf451 G W cui fGPiOyu_4LEFz6O73-9NDATpF?XTPk9eUmq_AZ8geVZB1 W JN?eTh710Ky4lOW 0,-7-4' 4-6-3 9-10-3 15.2-3 17-11-3 23-3-14 _29-5-15 29.5-14 35-11-3 37-11-3, 7-4! 3-10-15 5-4-0 5-4,0 2-9-0 5-4-11 6-2-1 0-d.15 6-4-5 6-nn R-9- 5x8 = 6xl2 23 19 5x6 = 5x12 = 3x4 11 3x4 = 4x8 = 3x6 = 3x4 11 3x8 = 4x6 = Scale = 1:67.6 7- 4-6-3 9-10-3 15-2-3 17-11-3 26-10-5 35-11-3 7-4' 3-10-15 5-4-0. 5-4-0 2-9-0 8-11-1 9-0-15 Plate Offsets (X Y)-= [1:0-10-4 0-0-12] [2:0-6-0 0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.21 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.38 11-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.10 11-13 >999 240 Weight: 265lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 'Except* TOP CHORD Structural wood sheathing directly applied or 4-5-14 oc purlins, 1-2:I24 SP No.2 except end verticals. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-2-7 oc bracing. WEBS 2x4�SP No.3 *Except* WEBS 1 Row at midpt 4-16, 5-13, 6-13 1-18: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x8 iSP 240OF 2.0E be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9=1433/0-8-0, 23=1282/0-7-3 Max Horz 23=-294(LC 12) Max Uplift 9= 591(LC 12), 23=-444(LC 12) Max Grav 9=1479(LC 18), 23=1282(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-842/661, 2-3=-1296/930, 3-4=-1296/930, 4-5=-1594/1054, 5-6=-1616/1016, 6-8= 2390/1264, 8-9=-2586/1311 BOT CHORD 16-1 7=-1 75/726, 14-16=-609/1493, 13-14=-609/1492, 11-13=-755/1734, 9-11 =-1 041/2246 WEBS 1-17=406/1063, 2-17=-760/349, 2-16=-536/1039, 3-16=-328/293, 4-16=-511/226, 4-13=-540/458, 5-13= 705/1201, 6-13=-674/448, 6-11=-195/593, 8-11=-344/294, 1-23=-1297/784 NOTES- 1) Unbalanced roof1live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-0 to 8-1-5, Interior(1) 8-1-5 to 17-11-3, Exterior(2) 17-1113 to 21-6-5, Interior 1) 21-6-5 to 38-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between.the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 23 considers parallel to grain value using ANSI/TPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7), Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=591,23=444.� Thomas A. Alban! PE No.39360 MiTek USA, Inc. FL Cart 6634 I 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 I ® WARNING - Vert /y design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIP7473 rev. 1WO312015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters:and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always requlred1for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Gualny Crttedo, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Informationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 T15902894 75460 AA Roof Special 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:32:46 2018 Page 1 1 ID:cf451 GWcul fGPiOyu_4LEFz6O73-danYg9FdHnXbno3yOihohl BhTaOC2gcniLslwmy4lOV 2-6-3 3-7-4 8-4-12 13-2-3 17-11-3 23-3-14 29-5-15 35-11-3 2-6-3 1-1-1 4-9-8 4-9-6 5-4-11 6-2-1 6-5-4 5x6 = 6.001 4x5 Scale: 3/16°=l' 17 16 14 13 3x5 = 3x6 = 3x8 = 3x6 = I 3-7-4 2-6-3 3-73 e-4-12 13-2-3 17-11-3 26-10-5 35-11-3 2-6-3 1-1-0 4-9-6 4-9-8 4-9-0 6-11-2 9-0-14 0-0-1 Plate Offsets (X Y)-= [2:0-6-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.18 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.32 11-13 >999 240 BCLL 0.0 Rep Stresslncr YES WB 0.85 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MS Wind(LL) 0.11 11-23 >999 240 Weight: 237lb FT=20% LUMBER- BRACING - Structural directly 4-10-5 TOP CHORD 2x4ISP M 30 TOP CHORD BOT CHORD. 2x4ISP M 30 -Except- wood sheathing applied or oc purlins, except end verticals. 3-17,: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4ISP No.3 WEBS 1 Row at midpt 5-13, 7-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. Al, bearings 3-7-3 except (jt=length) 10=0-8-0. (lb) - Max Horz 20=-221(1-C 12) Max Uplift All uplift 100 lb or less at joint(s) 19 except 20=-672(LC 1), 18=-657(LC 12), 10=-401(LC 12) Max Grav All reactions 250 lb or less at joint(s) 20 except 18=1822(LC 1), 18=1822(LC 1), 19=385(LC 1), 10=1138(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-286/651, 2-3=-297/711, 3-4� 293/709, 4-5=-937/706, 5-6=-1104/769, 6-7=-1093/769, 7-9=-1895/1060, 9-10=-2084/1118, 1-20=-310/692 BOT CHORD 19-20=-187/273, 18-19=-652/555, 14-16=-90/420, 13-14=-366/935, 11-13=-561/1301, 10-11=-88B/1818 WEBS 2-18=-471/260, 5-14=-656/407, 6-13— 423/719, 7-13=-688/454, 7-11=-252/622, 9-1 1=-361/340,1-19=-729/389, 4-14=-469/887, 16-18=-118/519, 4-18=-1388/888 NOTES- 1) Unbalanced roofllive loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-sec6nd gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=36ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-5, Interior(1) 6-1-5 to 17-11-3, Exterior(2) 17-11-3 to 21-6-5, Interior(1) 21-6-5 to 35-11-3 zone;C-C for members and forces & MWFRS for reactions shown' Lumber DOL=1.60 plate grip, ,DOL=1I.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for 10.0 psf bottom chord live load nonooncurrent 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 bearing plate capable of.withstanding 100 lb uplift at joint(s) 19 except (jt=lb) 20=672, 18=657110=401. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MR`EK REFERANCE PAGE 01-7473 rev. 10/0312015 BEFORE USE, Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and_is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IVIT ake MiTek'.. Is always requlredjfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . . fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVFPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.. Safetv Inloenatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type _ c Qty Ply SASSEVILLE / Q56808 i T15902895 75460 AB Roof Special 1 1 Job Reference (optional) Chambers I russ, Inc., tort fierce, I-L a.zvU s Uec o eU 10 rvn i eK mausrries, mu. i nu ueU cr , dLdC.YI cU, o rdge , ID:cf451 GW cut fGPiOyu_4LEFz6O73-6mLwuVGG25fSPydByPD1 DFkh6_kJnFdxw?crTCy4lOU -7- 3-10-12 6-10-11 8-2-3 14-11-3 20-9-0 26.6-14 32-11-3 7- 3-3.6 3-0-0 1-3.8 6-9-0 5-9-13 5-9-13 6-4-5 4x5 = 6.00 F12 5 3x4 11 3x8 = 3x6 = 6xB = 6-10-11 8-2-3, 14-11-3 1 24-3-14 32-11-3 FS1111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.24 10-12 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.43 10-12 >904 240 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.11 10-20 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 *Except* 3-14: 2x4 SP No.3 BOT CHORD WEBS 2x41SP No.3 WEBS OTHERS 2x81SP 240OF 2.0E REACTIONS. (lb/size) 9=1207/0-8-0, 21=1174/0-7-3 Max Horz 21=-229(LC 12) Max Uplift 9=-431(LC 12), 21=-415(LC 12) Max Grav 9=1233(LC 18), 21=1174(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 16-17=-549/1104, 1-17=-549/1104, 2-3= 1744/1016, 3-4=-1705/999, 4-5=-1349/839, 5-6=-1313/850, 6-8=-2150/1164, 8-9=-2308/1197 BOT CHORD 15-16=-368/1070, 12-13=-561/1303, 10-12=-658/1517, 9-10=-959/2016 WEBS 13-15=-1091/2596, 4-15=551/1519, 4-13=-2208/1016, 4-12=-325/276, 5-12=-437/868, 6-12=-685/447, 6-10=-253/623,'8-10=-330/318, 2-15=-530/1077, 2-16=-1349/749, 1-21=-1196/655 Scale: 3/16"=1' 0 v do 9 0) I4 6 PLATES GRIP MT20 244/190' Weight:.205lb FT=20% Structural wood sheathing directly applied or 4-7-7 oc purlins, except end verticals. Rigid ceiling -directly applied or 6-0-0 oc bracing. 1 Row at midpt 4-13, 4-12, 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1.) Unbalanced roof1live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=10psf; h=18ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-0 to 3-10-12, Interior(1) 3-10-12 to 14-11-3, Exterior(2) 14-11-3 to 18-2-11, Interior(1) 18-2-11 to 32-11-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding.. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live lead 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.tH.e bottom chord and any other members, with BCDL = 1 O.Opsf. 6) Bearing at joint(s) 21 considers parallel to grain value using ANSIlrPI 1 angle to grain formula. Building designer should verify capacity of bean 6 g surface. 7) Provide mechanical connection (by others) of truss_to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=431, 21=415. 1 I j Thomas A. Albani PE N6.39380 MiTek USA, Inc. FL Cert.6634 6904 Parke East Blvd. Tampa FL33610 Date: December 27,2018 ® WARNING - Verlty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �" a:truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW. Is always required for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, stora0e, delivery, erection and bracing of trusses and truss systems,'seeANSVIPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 . . Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 s T15902896 75460 AC Roof Special 1 1 Job Reference (optional) cnamoers truss, Inc., ron rierce, rL o.zwu s uec o zu 10 1vu reK uluusulea, ❑K:. 1 nu uea u 1 o.ocvo LV 1 o rdya 1 ID:cf451 GWculfGPiOyu_4LEFz6O73-ayvJ5gHupOnJO6CLW7kGmSGtt03PWij49fLP?fy4lOT 5.7- 6-2-3 6-10- 1 10-9-4 14-11-3 20-3.14 26-6-1 32-11-3 7- 5-6-15 -8- 3-10-8 4-1-15 5-4.11 6-2-3 6-5-2 I Scale = 1:60.2 4x4 = 6.00 F12 5 14 13 - 12 3x4 = 3x4 = 3x6 3x4 13x5 = 3x8 = = Plate Offsets (X,Y)-� [1:0-3-12,Edgel, [2:03-0,Edgel, [15:0-4-12,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.22 10-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.39 10-12 >993 240 BCLL 0.0 Rep Stress Incr . YES WB 1.00 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.13 14 >999 240 Weight: 207lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 *Except* 3-14: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 9=1207/0-8-0, 21=1174/0-7-3 Max Horz 21=193(LC 11) Max Uplift 9=-433(LC 12), 21=-412(LC 12) Max Grav 9=1209(LC 18), 21=1174(LC 1.)' FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2461/1406, 2-3=-2327/1321, 3-4=-2350/1384, 4-5— 1276/868, 5-6=1297/B57, 6-8=-2054/1143,8-9=-2243/1201 BOT CHORD 15-16=-19/324, 12-13=-500/1247, 10-12=-640/1488, 9-10=-963/1967 WEBS 1-15=-1242/2382, 2-15=-1202/746, 5-12=-540/881, 4-13= 593/270, 4-12= 349/302, 13-15= 537/1361, 4-15=-703/1363, 6-12— 684/452, 6-10=-246/618, 8-10=-357/335, 1-21=-1255/681 Structural wood sheathing directly applied or 4-4-8 ocpurlins, except end verticals. Rigid ceiling directly applied or 7-4-1 oc bracing. 1 Row at midpt 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance' with Stabilizer Installation guide. NOTES- 1) Unbalanced roofilive loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-0 to 4-0-8, Interior(1) 4-0-8 to 14-11-3, Exterior(2) 14-11-3 to 18-2-11, Interior(1) 18-2-11 to 32-11-3 zone;C-C for members and forces & MWFRS for reactions- shown; Lumber DOL=1.60 plate grip DOL=1.60 I . 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom' chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of20.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) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of beari g surface: 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=433, 21=412. I i I I Thomas A. Albani PE No.39380 MiTek USA, Iric: FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: rloramhcr 97 ini A WARNING- Venfy design parameters and READ NOTES ON.THIS AND INCLUDED WEEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. _ Design valid for use only with NllTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �* a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of -individual truss web and/or chord members only. Additional temporary and permanent bracing. M iTek° Is always requiredlfor stability and to prevent collapse with possible personal Injury and: property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPIi Quality Criteria, DSB-69 and BCSI Building Camponant 6904 Parke East Blvd. safety Informatbhovoiloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job I Truss Truss Type Qty Ply SASSEVILLE / Q56808 ' T15902897 75460 AD Roof Special 1 1 Job Reference (optional) Chambers l russ, Inc., Fort Fierce, FL tl.z4u s uec b zU1 o nai I eK rnausmes, inc. i nu Lieu a 13:3L:4y eu 1 o rage 1 ID:cf451 GWculfGPiOyu_4LEFz6O73-28ShJAIWaivAeGnX3gFVJgpBioPhFBJEOJ5yX5y410S 7- 4-2-3 6-10-11 10-9-4 14-11-3 20-3-14 26-6-1 32-11-3 -7- 3-6-15 2-8.8 3-10-8 4-1-15 5-4-11 6-2-3 6-5-2 4x4 = Scale = 1:60.7 0 v m 9 m Ia 6 14 13 12 3x4 = 3x4 = 3x4 13x5 = 3x8 = 3x6 = -7- 1 4-2-3 10-9-4 14-11-3 23-10-6 32-11-3 %1.2-11 -7- 3-6-15 2-8-8 3-10-8 4-1-15 8-11-3 9-0-13 Plate Offsets (X Y)-'- f 1:0-3-8 0-5-4] r16:0-3-8 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil Ud PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.29. Vert(LL) -0.20 10-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.36 10-12 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(CT) 0.03 9 n/a n/a _ BCDL 10.0 Code, FBC2017fTP12014 Matrix -MS Wind(ILL) 0.11 10-20 >999 240 Weight: 206 lb FT = 20% LUMBER- I - - 1SP BRACING - TOP CHORD 2x4 M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 4-8-0 ocpurlins, 1-2:12x8 SP 240OF 2.0E except end verticals. BOT CHORD 2x4 !SP M 30 *Except* BOT. CHORD Rigid ceiling directly'applied or 7-0-13 oc bracing. 3-1 : 2x4 SP No.3 WEBS 1 Row at midpt 6-12 WEBS 2x41SP No.3 MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection, in accordance with Stabilizer , Installation guide. REACTIONS. (lb/size) 1=1191/0-7-3, 9=1191/0-8-0 Max Harz 1=208(LC 11) Max Uplift.l=-415(LC 12), 9=-430(LC 12) Mai Grav 1=1191(LC 1), 9=1192(LC 18) FORCES. (lb) - MAX. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2089/1251, 2-3=-2205/1251, 3-4= 2198/1331, 4-5=-1239/853, 5-6=-1260/843, 6-8=-2018/1129, 8-9= 2207/1187 BOT CHORD 15-16= 1088/2161, 12-13=-480/1195, 10-12= 628/1455, 9-10=-951/1935 WEBS 1-16=-1117/2228, 2-16=-896/511, 2-15=-262/243, 5-12=-527/848, 4-13= 571/262, 4-12= 317/287, 13-15= 522/1302; 4-15=-658/1225, 6-12=-684/452, 6-10=-246/618, 8-10=-357/335 NOTES- I 1) Unbalanced roofllive loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-0 to 4-2-3, Interior(1) 4-2-3 to 14-11-3, Exterior(2) 14-11-3 to 18-2-11; Interior(l) r(1) 18-2-11 to 32-11-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate. . grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has.8een 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 ttie 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 lb uplift at joint(s) except Qt=lb) 1=415, 9=430. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. I I Thomas A. Alban! PE N6.39380 MiTek USA, Ific. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 ® -WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. fW03(20f5 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, -and is for an individual building component, not �s a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent.buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . MiTek" is always requiredlfor stability and to prevent collapse with possible personal Injury and.property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, seeANSVMII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Informationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type , Qty Ply SASSEVILLE / Q56808 T15902898 75460 C1 Half Hip 1 1 Job Reference (optional) cnamoers i russ, me., ron rleree, r•L 0.e'4u 5 Uec 0 Za 10 IVII I UK Inuu5tneS, Inc. I I Ia Udc Lr 10;04;%V 4U 10 rdye I I D:m5Qw_AcDzoW W FtUk733JIfyoEyK-28ShJAl W aivAeGnX3gFVJgp8loRCFH4EOJ5yX5y4l OS -2-0-0 6-3-6 9-0-0 16-8-0 24-4-0 2-0.0 6-3-6 2-8-10 7-8-0 7-8-0 4x8 = 4 2x3 �I 16 17 18 5 Scale = 1:44.5 3x5 = 19 6 3x5 = 3x4 = uxtu = Jx0 II 9-0-0 16-8-0 _ 24-4-U 9-0-0 7-8-0 7-8-0 Plate Offsets (X Y)-= [2:0-0-0 0-0-4] [4:0=5-4 0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48, Vert(LL) -0.13 10-13 >999 360 . MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.27 10-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB. 0.48 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code. FBC2017/TPI2014 Matrix -MS Wind(LL) 0.06 10-13 >999 240 Weight: 1271b FT= 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4�SP No.3 BRACING- TOPCHORD BOT CHORD WEBS i REACTIONS. (lb/size) 7=890/Mechanical, 2=1,011/0-8-0 Max Harz 2=248(LC 12) Max Uplift 7=-351(LC 9), 2=-417(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3_ 1511/848, 3-4=-13.11/716, 4-5=-1103/668, 5-6=-1103/668, 6-7=-821/560 BOT CHORD 2-10=-929/1307, 8-10=-736/1145 WEBS 3-10= 271/287, 4-1 0=- 168/431, 5-8=-477/416; 6-8=-763/1258 Structural wood sheathing directly applied or 5-7-6 oc puriins, except end verticals. Rigid ceiling directly applied or 7-6-15 oc bracing. 1 Row at midpt 4-8, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced.roofIlive loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=O.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 24-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 1 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has Been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)I for truss to truss connections. 7) Provide mechan cal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=351, 2=417. Thomas A. Albani PE No.39380 MiTek USA, Inc: FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 i WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M11-7473 rev, 1WO312015 BEFORE USE. Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, land is for an Individual building component, not a truss system. Before use, the building designer must verify the applicabllity of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent.buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always requiredlfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek°.. - fabrication; storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteria, DSB49 and SCSI Bu9ding Component 6904 Parke East Blvd.. SafetV Intonnationavailoble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 . Job i Truss Truss Type a Qty Ply SASSEVILLE / Q56808 I T15902899 75460 C2 Half Hip 1 1 Job Reference (optional) Chambers I russ, Inc., rOn Vierce, t-L i 4x8 = 3 tf.z4u s uec b ZU I b IVII I eK Inausines, mc. I nu Uee z/ i o;je:ou eu i o rage r ID:m5Qw_AcDzoW W FtUk733JIfyoEyK-W L03W W IBL01 OGQMjdXmkrtMIQCoL_dYNczgW4Xy4lOR 17-8-0 24-4-0 6.8-0 6.6-0 Scale=1:41.7 2x3 11 3x4 = 16 4 17 18 5 3x4 = 2x3 11 3x6 = 3x4 = 3x10 = 3x6 11 I 5-9-4 11-0-0 17-8-0 24-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.05 10-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.10 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT), 0.03 6 n/a n/a BCDL 10.0 j Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.05 10-13 >999 240 Weight: 135lb FT=20% i LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-4-1 oc bracing. WEBS 1 Row at midpt 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=895/0-8-0, 0=895/Mechanical Max Horz 1=224(LC 12) Max Uplift 1=-292(LC 12), 6= 352(LC 9) FORCES. (lb) - M x. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2— 1620/845, 2-3=-1169/659, 3-4=-827/515, 4-5=-827/515, 5-6=-837/576 BOT CHORD 1-10=-992/1414, 8-10=-992/1414; 7-8=-667/992 WEBS 2-8=-508/374; 3-8- 144/398, 4-7=-418/365, 5-7=-665/1067 NOTES- 1) Unbalanced roofllive loads have been considered for this design. 2) Wind: ASCE 7710; Vult=165mph (3-second. gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior 1) 3-0-0 to 11-0-0, Exterior(2) 11-0-0 to 15-2-15, Intedor(i1) 15-2-15 to 24-2-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load 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 tfje 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 lb uplift at joint(s) except Gt=lb) 1=292, 6=352. i Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 ® WARNING- Verify design parameters and READ NOTES ON: THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1W03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use; the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required1for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Quality CrBedo, DS13-89 and SCSI Building Component Safety Informationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. IVi iTek° 6904 Parke East Blvd. Tampa, FIL 33610 . . Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 T15902900 75460 C3 Half Hip 1 1 Job Reference (optional) Chambers I fuss, Inc., port Pierce, I-L b.z4u s uec b zu10 Nu I eK mausmes, inc. i nu uec zr io:JZ:b I eu I a rage i I D:cf451 G W cui fG PiOyu_4LEFz6O73-_XaRjsJm6J9ttZxvBFHzO5uQDb72j5?W rda3czy4lOQ 6-8-8 12-10-8 18-7.4 24-4-0 6-8.8 6.2-0 5-8-12 5-8-12 4x8 = Scale=1:44.0 2x3 I I 3x4 = 3 16 17 18 4 19 5• 1 Y1 0 10 a 8 zu 7 z1 6 3x4 = 2x3 II 3x6 = 3x4 = 3x8 = 3x6 II 6-8.8 12-10-8 18-7-4 24-4-0 6-8.8 6-2-0 5-8-12 5-8-12 [3:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). I/defl Ud PLATES, GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.06 10-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.12 10-13 >999 240 BCLL 0.0. * j Rep Stress Incr YES WB 0.84, Horc(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.07 10-13' >999 240 Weight: 142lb FT=20% LUMBER- - BRACING - TOP CHORD 2x41SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins, BOT CHORD 2x4 ASP M 30 except end verticals. WEBS 2x4 IS No.3 BOT CHORD Rigid ceiling directly applied or 7-4-13 oc bracing. WEBS 1 Row at midpt 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer i Installation guide. REACTIONS. (lb/size) 1=895/Mechanical, 6=895/Mechanical Max Horz 1=263(LC 12) Max Uplift 1=-282(LC 12), 6=-353(LC 12) Max Grav 1=895(LC 1), 6=927(LC 17) FORCES. (lb) -MAX. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1578/772, 2-3=-1028/555, 3-4=-630/403, 4-5=-630/403, 5-6=-845/589 BOT CHORD 1-10=-961/1410; 8-10=-961/1410, 7-8=-583/879 WEBS 2-10=0/280, 2-8=-614/433, 3-8=-168/456, 3-7=-377/273, 4-7=-349/314, 5-7= 610/953 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (directional) and. C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-10-8, Exterior(2) 12-10-8 to 17-1-7, Interioi(1) 17-1-7 to 24-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL='1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s)l for truss to truss connections. 6) Provide. mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift,at joint(s) except (jt=lb) 1=282, 6=353. i I I I Thomas A. Alban! PE No.39360 MiTek USA, Inc: FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 bate: i ® WARNING - Verify design parameters and READ NOTES OMTN/S AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. �ee Design valid for use only with NliTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not p�E3 a.truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing. `•Y■■i MiTek" Is always requlredlfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the _ fabrication; storage; delivery, erection and bracing of trusses and truss systems, seeANSVrPII Quality Cdlerla, DSB-89 and BCSI BuDding Component 6904 Parke East Blvd. Safety Informatblravailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job ! Truss Truss Type , Qty Ply SASSEVILLE / Q56808 T15902901 75460. C4 Common 3 1 j I Job Reference (optional) cnamoers 1 russ, Inc., ron rlerce, rL Me'#U s Uec b eU 1 a IVII 1 UK IHUU5QIe5, 111U. 1 I IU UBU cr 1 J:JL:aL LU 10 rdge 1 ID:m5Qw_AcDzoW W FtUk733JIfyoEyK-Sj8pxCKOtdHkViW6lyoCwlRjU?TTShkg4HJc8Qy4IOP 6-4-4 12-2-0 17-11-12 24-4-0 6-4-4 5-9.12 5-9-12 6-4-4 4x4 = Scale = 1:42.4 1 3 5 m I4 a a 1 19 vu b 3x4 = 3x4 = 3x6 = 3x4 = 3x4 = I 1 U I i 1 6-3-6 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 .. TC 0.25 Vert(LL) -0.11 6-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL .1.25 BC 0.38 Vert(CT) -0.20 8-11 >999 240 BCLL 0.0 j Rep Stress Incr YES WB 0.29 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.08 6-14 >999 240 Weight: 108 Ib . FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-10-3 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer . Installation quide. REACTIONS. (lb/Size) 1=900/Mechanical, 5=900/Mechanical Max Harz 1=-163(LC 10) Mai Uplift 1=-320(LC 12), 5=-320(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ill or less except when shown. TOP CHORD 1-2=-1574/858, 2-3=-1416/848, 3-4=-1416/848, 4-5— 1574/858 BOT CHORD 1-8=-663/1415, 6-8=-332/902, 5-6=-663/1374 WEBS 3-6=-288/617,4-6=-349/334,3-8=-288/617,2-8=-349/334 . NOTES- 1) Unbalanced roof live loads have been considered for. this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24f; eave=4ft; Cat. II; Exp B; Encl., 6Cpi=0.18; MWFRS (directional) and C-C Exterior(?) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to-12-2-0, Exterior(2) 12-2-0 to. 15-2-0, Interior(l) 15-2-0 to 24-4-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plategrip. DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live. load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between tale bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 1=320, 5=320. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 ®'WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1WOZ2015 BEFORE USE. Design valid for use only with N1ITek®connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �* a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required, for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek° fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Qua1By Criteria, DSB-89 and SCSI Buadinp Component 6904 Parke East Blvd. Safety Infonnatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 i Job Truss Truss Type JQty Ply SASSEVILLE / Q56808 T15902902 75460 C8 Roof Special 1 .1 Job Reference (optional) L;nambers I russ, Inc., hOn Fierce, t-L d.'L4U S UeC ti zul d MI i eK InousineS, Inc. I nu uec zt 73:32:bz Zulu rage 7 ID:cf451 GWculfGPiOyu_4LEFz6O73-Sj8pxCKOtdHkVjW6lyoCwlRib?U_SaBg4HJc8Qy4lOP 6.4-4 12-2-0 1 -10.0 18-4-0 24-4-0 6-4-4 5-9-12 -8- 5.6-0 6-0-0 i Scale = 1:43.9 4x4 = 412 = 3x4 'Il 3 10 9 8 7 3x4 = 2x3'II- 3x6 = 3x8 = _ 6x8 = 6-4-4 12-10-0 6-4-4 6-5-12 18.4-0 5-6-0 i LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.04 10-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28. Vert(CT) . -0.09 10-13 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017rr.P12014 Matrix -MS Wind(LL) 0.06 10-13 >999 240 Weight: 117lb- FT=20% LUMBER- BRACING - TOP CHORD 2x4ISP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-0-9 oc bracing., MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=659/Mechanical, 6=199/Mechan.ical, 7=967/Mechanical Max Horz 1=235(LC 12) Max Uplift 1=-193(LC 12), 6=-127(LC 9), 7=-433(LC 12) Max Grav 1=659(LC 1), 6=199(LC 22), 7=967(LC 1) FORCES. (lb) - M I x. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1078/462, 2-3=-536/246, 3-4=-453/282, 5-7= 463/396 BOT CHORD 1-110=-626/929, 8-10= 626/929, 7-8=-268/420 WEBS 2-10=0/268, 2-8=-597/403, 4-8=-151/277, 47=-623/402 NOTES- 1) Unbalanced root 2) Wind: ASCE 7-1 II; Exp B; Encl., 1 15-10-0, Interiorl grip DOL=1.60 3) Provide adequat 4) This truss has bl 5) * This truss has will fit between tl 6) Refer togirder(s 7) Provide mechan 1=193, 6=127, 7 8) Hanger(s) or oth connection devic LOAD CASE(S) 1) Dead + Roof Li Uniform Loads Vert: 1 Concentrated L Vert: 1 ive loads have been considered for this design. 1; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. Cpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-2-0, Exterior(2) 12-2-0 to 15-10-0 to 24-3-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate drainage to prevent water ponding. an designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. een 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 bottom chord and any other members. for truss to truss connections. ;al connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 433. r connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such e(s) is the responsibility of others. (balanced): Lumber Increase=1.25, Plate Increase=1.25 -54, 3-4=-54, 4-5=-54, 5-6==54, 7-11= 20 Js (lb) 75 20=-75 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 97 201 A ® WARNING- yer),fy design parameters and READ NOTES ON THIS AND INCLUDED MffEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE R* Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always requlred1for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVrPil Quality Criteria. DSB49 and BCSI Building Component 6904 Parke East Blvd.. Safety Infonnatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. I Tampa, FL 33610 Job Truss Truss Type Oty Ply SASSEVILLE / 056808 T15902903 75460 D1 Half Hip 1 1 Job Reference (optional) chambers I russ, Inc., hon tierce, FL t1.z4U S uec 6 zui tl MI I eK Industries, Inc. I nu.uec z/ l J:Jz:bd zul b rage 1 ID:cf451 GWculfGPiOyu_4LEFz6O73-wwiC8YLOexPb7t5IIgKRTWztzPpGB8cpJx3Agsy4lOO -2-0-0 6-3-6 9-0-0 14-1-12 2-0-0 6-3.6 2-8-10 5-1-12 4x4 = Scale = 1:31.2 3x4 = 4 13 14 5 1 9-0-0 14.1-12 9-0-0 5-1-12 Plate Offsets (X,Y) [2:0-0-4,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.12 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.25 7-10 >669 240 BCLL 0,0 Rep Stress Incr . YES WB 0.32 . Horz(CT) : . 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.05 7-10 >999 240 Weight: 75lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 ocpurlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=510/0-3-8, 2=638/0-8-0 Max Harz 2=248(LC 12) Max Uplift 6=-204(LC 12), 2=-275(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 690/371, 3-4=-483/289, 4-5=-386/292, 5-6=-486/409 BOT CHORD 2-7=-514/576 WEBS 3-7=-294/319, 5-7=-386/514 NOTES- 1) Unbalanced roof) live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second. gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2). 2-0-13 to 0-11-3, Interior(1) 0-11-3 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 14-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ! . 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss. to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 6=204, 2=275. i Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. Ilcrcmhcr 97 9f11 R ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing . MiTek" is always required) for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the :. . fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVFPl1 Quality Criteria. DSB-89'and SCSI Building Component Safety Informatloniavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. . Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 T15902904 75460 j D2 Half Hip 1 1 Job Reference (optional) unamoers I russ, Inc., I I I i j tort coerce, FL ts.z4u s uec 1) zU16 MI I eK Inausines, Inc. .r nu uec zr-rs:Jzv :Jeu ju rage 1 I D:cf451 G W cul fGPiOyu_4LEFz6O73-06GaMuMfPEXSk1 gUsN rgOj W 39pB2waezXboj Dly4lON -2 .0 7-2-5 11-0-0 14-1-12 2-0-0 7-2-5 3-9.12 3-1-12 48 = 4 3x4 I 5 Scale = 1:37.0 7-2-5 3-9-12 3-1-12 Plate Offsets (X,Y)' [4:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL .1.25 TC 0.24 Vert(LL) -0.05 8-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.12 8-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wihd(LL) 0.05 8-11 >999 240 Weight 84lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=638/0-8-0, 6=510/0-3-8 Max Horz 2=289(LC 12) Max Uplift 2= 267 (LC 12), 6=-218(LC 12)' FORCES. (lb) - M x. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-705/270, 3-4=-300/153 BOT CHORD 2-8=-463/576, 7-8=-463/576 WEBS 3-8=0/268, 3-7=-503/380, 4-7= 221/373, 4-6=-449/391 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-1173.to 11-0-0, Exterior(2) 11-0-0 to 14-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load ofr20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - will fit between.ttie bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift:at joint(s) except (jt=lb) 2=26116=218. j I I Thomas A. Albani PE No.39380 MiTek USA, Inc: FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: - December 27,2018 ®'WARNING - Verify design parameters and READ NOTES ON THISAND INCLUDED MEEK REFERANCE PAGEMIP7473 rev. 1010312015 BEFORE USE. * Design valid for use only with MiT06 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" always required' for stability and to prevent collapse with possible personal injury and.property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIP11 Quality Cdteda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatbiwvolloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 . Job i Truss Truss Type Qty Ply SASSEVILLE•/ Q56808 T15902905 75460 E1 HIP 1 1 Job: Reference (optional) LinamoerS I russ, Inc., rOrr rlerce, t-L 0.e4U 5 uec o 4U 1 o IVII I UK IMU5UIUS, Ir1U. 111U uec Gr I0:04;00 LU 10 rnye 1 ID:m5Qw AcDzoWWFtUk733JIfyoEyK-tlgyZEMHAYfJMBFhQ5MvYx3CPDVoftU6mFYHlly4IOM 2-0-0 6-3-8 9.0-0 14-0-0 16-4-0 21-0.0 27=4-0 30-0-0 32-0-0 2-0-0 6-3-8 .2-8-7 5-0-0 2-4-0 4-8-0 6-4-0 2-8-0 2 I Scale=1:56.7 1 4x8 = 3x6 = 3x4 11 4 26 5 6 27 4x8 = 7 9 co 9 01, 3x6 = 6x10 = 3x4 II 3x4 II 3x4 = 4x4 3x4 = i 9-0-0 14-0-0 LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TIC0.34 Vert(LL) 0.30 16-20 >552 240 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.27 8-12 >701 240 BCLL 0.0. * 1 Rep Stress [nor YES WB 1.00 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING- 2-8-0 PLATES GRIP MT20 244/190 Weight: 160 lb FT = 20% TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 6-1 8-11: 2x4 SP No.3 10-0-0 oc bracing: 8-11,9-11. WEBS 2x41SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 5 15: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=143/0-8-0, 9=280/0-8-0, 15=2022/0-8-0 Max Horz 2=-157(LC 10) Max Uplift 2=-397(LC 12), 9=-231(LC 12), 15=-791(LC 12) Max Grev 2=341(LC 21), 9=284(LC22), 15=2022(LC 1) FORCES. (lb) - M x. Comp./Max. Ten. = All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-36/772, 3-4=0/869, 4-5=-663/1486, 5-6=-639/1347, 6-7=-637/1343, 7-8=-221/521 BOT CHORD 2-� 6=-720/0, 15-16=-816/141, 12-13=-419/385, 8-12= 430/388 WEBS 3-� 6=-293/423, 4-16= 786/432, 5-15=-474/283, 13-15=-1582/1035, 5-13=-96/278, 7- 3— 1193/691, 7-12=-12/294, 4-15=-1222%1118 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=30ft; eave=4ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 21-0-0, Exterior(2) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 32-0-13 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip D0L=1:60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between tlje bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of_withstanding 100 lb uplift at joint(s) except (jt=lb) 2=39719=231, 15=791. Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 WARNING - Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10103,2015 BEFORE USE. * Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required1for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteda, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnationavalloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 i Job I Truss Truss Type Ply Ply SASSEVILLE / Q56808 T15902906 75460 E2 HIP 1 1 Job Reference (option al Chambers Truss, Inc., Port Pierce, FL 8.240 5 Ueu 6 20 I6 IVII1 eK Ir WO5rr1e5, 11IG. I I u Dec GI 13:34:5u Gu la rage 1 ID:m5Qw AcDzoWWFtUk733JIfyoEyK-LVNKnaNvxsnA_Lpt_ot858bi0cmBORNF?vHgHBy410L -2-0-0 7-2-4 11-0-0 14-0-0 16.4-0 , 19-1 21-10-1 27.4-0 30-0-0 32-0.0 , r 2-0-0 7-2-4 3-9-11 3-0-0 2-4.0 2-8-0 2-10-1 5-5-15 2-8.0 i 2.0-0 Scale = 1:56.7 48 = 3x6 = 3x5 = 48 = 4 5 2930 6 7 m 0 0 ]m o o 3x6 = 6x10 = 2x3 11 --1 7-22 400-0 0-0 2110 27-4-0 30-0-0 44-00 2 23.0 - 7.-4 2-85-5-15Plate Offsets (X Y)-- [2:0-0-4 0-0-0] [4:0-5-4 0-2-0] [7:0-5-0 0-2-0] [9:0-5-8 0-1-3] [10:0-2-10 0-1-81 [15:0-8-4 0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.24 9-13 >790 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.47 9-13 >411 240 BCLL 0.0 * Rep Stress Incr . YES WB 0.57 Hore(CT) 0.18 10 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.22 9-13 >886 240 Weight: 177lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 9-12: 2x4 SP No.3 WEBS 2x41SP No.3 *Except* 5-17: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=326/0-8-0, 10=44010-8-0, 17=1679/0-8-0 Max Horz 2=-185(LC 10) Max Uplift 2=-453(LC 12), 10= 280(LC 12), 17=-686(LC 12) Max Grav 2=463(LC 21), 10=445(LC 22), 17=1679(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-321/792, 3-4=0/579, 4-5— 178/775, 5-6=-34/445, 6-7=0/378, 7-8=-18/391, 8-9=-277/276 BOT CHORD 2-20=-540/222, 18-20= 540/222, 17-18=-564/183, 16-17= 334/185, 6-15=-569/346, 14,-15=410/345 WEBS 3-20=-406/278, 3-18=-498/805, 4-18=-651/346, 5-17=-639/351, 15-17=-535/387, 5-15=-328/798, 8-14=-838/531, 4-17=785/734, 8-13=-134/417 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 11-0-0, Exterior(2) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 19-0-0, Exterior(2) 19-0-0 to 23-2=15, Interior(1) 23-2-15 to 32-0-13 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL _ 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=453, 10=280, 17=686. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 WARNING. Veri%y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. '/'�' Design valid for use only with MiTek® connectors, This design Is based only upon parameters shown, and Is for an Individual bullding component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall i.���[� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MIT®�� Is always required1for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Cua1By CrBarla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infoenatbrtavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type r Qty Ply SASSEVILLE / Q56808 T15902907 75460 E3 HIP 1 1 Jab Reference (optional) unamoers I ruse, Ing., tort merge, t-L - b.24u S uec ti 2u16 MI I eK maustnes, Inc. I nu uec 2/ 13:S2:S/ 2u16 Pagel I D:m5Qw_AcDzoW W FtUk733JIfyoEyK-phxi_vOXi9w1 bUO3XW ONdM8XdO9K7uXPDZI Npdy410K 2-0-0 8-4-10 13-0-0 16-4-0 1 -0 0 21-8-6 27-4-0 30.0-0 32-0-0 2-0-0 8-4-10 4-7-6 3-4-0 8- 4-8-6 5-7-10 2-8-0 2-0-0 Scale = 1:57.7 m 0 4x5 = 3x4 1 5x6 = 3x6 6.00 12 5 6 7 8 3x6 = ' 3x4 = 3x6 = 3x4 13x4 I I 3x4 = 3x5 = 2x3 11 2-8-0 5-4-6 5-7-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.13.11-16 >999 360 TCDL 7:0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.25 11-16 >765 240 BCLL 0.0 * Rep Stress Incr YES W B . 0.51 Horz(CT) 0.08 12 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.28 21-25 >602 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4ISP M 30 *Except* BOT CHORD 7-18,11-14: 2x4 SIP No.3 WEBS 2x4ISP No.3 *Except* 6-19: 2x6 SP No.2 I REACTIONS. (lb/size) 2=218/0-8-0, 12=345/0-8-0, 19=1882/0-8-0 Max Horz 2=-213(LC 10) . Max' Uplift 2=-430(LC 12), 12=-260(LC 12), 19=729(LC 12) Max Gram 2=422(LC 21), 12=346(LC 22), 19=1882(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-f=-181/697, 4-5=-173/925, 5-6=-120/833, 6-7=-95/679, 7-8=-87/665, 8-9=-176/759 BOT CHORD 2-21=-689/87, 20-21 689/87, 19-20=-887/522, 7-17=-531/255 WEBS 4-21=-529/365, 4-20— 667/1004, 5-20=-293/0, 17-19— 923/524, 6-17=-68/433, 9-17=-657/434, 9-16=-2/296, 6-19=-687/427 PLATES. GRIP MT20 244/190 Weight: 176lb FT=20% Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 11-14,12-14. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- ' 1) Unbalanced roofllive loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 13-0-0, Exterion(2) 13-0-0 to 21-2-15, Interior(1) 21-2-15 to 32-0-13 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0t=1b) 2=430, 12=260, 19=729. Thomas A. Albani PE N6.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: December 27,2018 I AIL WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1"312015 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use; the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing. MiTek°. Is always requiredlfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIP11 Quality Cdtedo, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job I Truss Truss Type Qty Ply SASSEVILLE / Q56808 I T15902908 75460 E4 ROOF SPECIAL 3 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:32:58 2018 Page 1 I D:cf451 GW cul fGPiOyu_4LEFz6O73-HtV5BFP9TT2uDezG5DvcAZhj3QX9sJiYSDmxM3y4lOJ i -2-0-0 7-7-11 14-0-0 15-0116-4-0 21-8-6 27-4-0 30-0-0 32-0-0 2-0-0 7-7-17 6-4-5 1-0-0 1-4-0 5-4-6 5-7-10 2-8-0 0 3x8 = 3x8 3x4 II 6.00 12 9 7 3x41 = 3x6 = 6x10 = 3x4 11 3x4 11 3x4 = 2x3 11 7-7-11 14-0-0 16-4-0 21-8-6 27-4-0 30.0-1 7-7-11 6-4-5 2-4.0 5-4-6 5-7-10 2-8-0 Scale = 1:58.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.12 10-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.22 10-14 >854 240 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 j Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.19 19-22 >891 240 Weighf.171 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4�SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 ocpurlins. BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 7-16,10-13: 2x4 SP No.3 10-0-0 oc bracing: 10-13,11-13. WEBS 2x4�SP No.3 `Except* MiTek recommends that Stabilizers and required cross bracing 5-17: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer WEDGE i Installation guide.. Right: 2x4 SP No.3 REACTIONS. (lb/size) 2=168/0-8-0, 11=302/0-8-0, 17=1975/0-8-0 Max Harz 2=-241(LC 10) Max Uplift 2=-395(LC 12), 11=-229(LC 12), 17=-796(LC 12) Max Grav 2=402(LC 21), 11=313(LC 22), 17=1975(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-168/749, 3-5=-316/1077, 5-6=-115/631, 6-7=-146/685, 7-8=-295/888, 8-10= 138/369 BOTCHORD 2-19=-746/84; 17-19=-746/84, 7-15=-544/300, 14-15= 309/281, 10-14=-313/283 WEBS 3-19=-463/315, 3-17=-613/950, 15-17=-983/653, 8-15=-586/336, 8-14=0/291, 5-17=-1172/427, 5-15=-113/507 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 15-0-0, Extedor(2) 15-0-0 to 18-0-0,; Intedor(1) 18-0-0 to 32-0-13 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has Been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=395, 11=229, 17=796. Thomas A. Alban! PE No.39380 MiTek USA, Inc, FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfFEK REFERANCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not Lei a.truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ffek° is always required1for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII CualHy Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnatbnavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 T15902909 75460 F1 ROOF SPECIAL 1 1 Jab Reference (optional) L,namoers I russ, Inc., rOn rlerce, M t3.z4u s UeC 6 zU1U MI I eK Inausines, mc. I nu uec z/ 1C1:3z:by ZU1d rage i I D:cf451 G W cut fG PiOyu_4LEFz6O73-143TPbPnEnA1 roYSfwQrjnDmGglAbm_ihs W U uW y4101 -2-001 2-8-0 4-1-4 8-3-10 13.8-0 15-0.015-8- 2-0-0 2.8-0 1-5.5 4-2-6 5-4-6 1-4-0 -8- 4x6 = 3x4 11 ' 3x4 11 8 9 I9 Scale=1:47.0 J%4 11 dx0 — 3xb I I 2-8-0 4-1-4 8-3-10 13-6-0 15-8-2 2-8-0 1-5.5 4-2-6 5-4-6 2-0-2 Plate Offsets (X,Y) ,- [2:0-1-12,0-1-81, [3:0-5-11,Edgel, [3:0-10-6,0-0-011 [14:02-4,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL). -0.25 15 >756 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.47 15 >393 240 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) : 0.36: 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.29 15 >636 240 Weight: 108lb FT=20% LUMBER- BRACING - TOP CHORD 2x41SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, 1-5: 2x4 SP M 31 except end verticals. . BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 5-3-13 oc bracing. 3-15 7-11: No.3 7-11:2x4 SP No.3 WEBS 2x4 SMiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer WEDGE Installationguide. Left: 2x4 SP M 30 REACTIONS. (Ib/size) 2=695/0-8-0, 10=563/Mechanical Max Horz 2=358(LC 12) Max Uplift 2= 255(LC 12), 10= 265(LC 12) Max Grav 2=695(LC 1), 10=567(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-�7=-369/0, 3-4=-1875/891, 4-6=-872/302, 8-9=-275/215, 9-10=-578/449 BOT CHORD 3-15= 136/253, 3-14=-1183/1842, 13-14=-1193/1859, 12-13=-502/763, 11-12=-656/526, 7-j12=-327/375 WEBS 6-13=-125/404, 6-12=-707/446, 8-11=-583/756, 4-14=-151/325, 4-13=-1130/713 NOTES- 1 ) Unbalanced TOO live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 15-0-01 Exterior(2) 15-0-0 to 15-6-6 2one;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-O.tall by 2-0-0 wide will fit between tF'e bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=255, 10=265. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610. Date; December 27,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM7473 rev, 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �� a.Truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design..Bracing IndicatedIsto prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required1for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Welk" fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVMII Quality Criteria, DSB-69 and BCSI Buading Component 6904 Parke East Blvd. safety Informatlofwvallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. , Tampa, FL 33610 Job Truss Truss Type Qty ' Ply SASSEVILLE / Q56808 T15902910 75460 F2 Common 6 .1 Job Reference (optional) GnamDers I russ, Inc., t-on coerce, t-L 8.240 s Uec 6 2U18 MI I ex Industries, Inc. I nu Ued 27 13:32:59 2018 Page 1 ID:cf451 GWcui fGPiOyu_4LEFz6O73-143TPbPnEnAIroYSfwQrjnDtlgsZbsmihsW UuWy4lOI -2-0-0 8-3-7 15-0-0 15-8- 2-0-0 8-3-7 6-8-9 -8- 3x6 = 3x4 II ann5 6 J Scale = 1:46.0 3x4 = B-3-7 B-3-7 'Lx3 II 15-8-2 7-4-11 Plate Offsets (X,Y)-r [3:0-3-0,Edge], [5:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL), -0.08 8-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.18 8-11 >999 240 BCLL 0.0 Rep Stress Incr . YES WB 0.27 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.08 8-11 >999 240 Weight:81 lb FT=20% LUMBER- i BRACING - TOP CHORD 2x4ISP M 30 TOP CHORD. Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4,SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. I REACTIONS. .(lb/size) 2=694/0-8-0, 7=567/Mechanical Max Horz 2=358(LC 12) Max Uplift 2— 255(LC 12), 7=-264(LC 12) Max Grav 2=694(LC 1), 7=572(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-790/178 BOT CHORD 2-8L 431/654, 7-8=-431/654 WEBS 4-8=0/361, 4-7=-739/482 NOTES- 1) Unbalanced roofllive loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 15-0-0, Exterior(2) 15-0-0 to 15-6-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between tfje bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=25517=264. i I Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 I ® WARNING - Ven fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev, 1e/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �" a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required1for stability and to prevent collapse with possible personal Injury and.property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeMSVIPII Quality Criteria, DSB$9 and BCSI BuBding Component 6904 Parke East Blvd. Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 T15902911 75460 F3 Common 1 1 Job Reference (optional) Vnamoers I russ, Inc., sort Fierce, FL 8.240 s Uec 6 2018 MI I eK Industries, Inc. I hu uec 27 13:33:00 2018 rage 1 ID:cf451 G W cul fG PiOyu_4LEFz6O73-DGdrexQP_41cSy7eDey4F_m1 GECoKJOrwW F1 Qyy4lOH -2.0-0 8-3-7 15-0-0 15-8- 2-0-0 8-3-7 6-8-9 8- LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4'SP M 30 BOT CHORD 2x4ISP M 30 WEBS 2x4ISP No.3 2x3 II 3x4 = SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.46 BC 0.35 W B 0.27 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT). Wind(LL) BRACING - TOP CHORE BOT CHORE WEBS 3x6 = 3x4 II R_nn f-19 5 6 in (loc) I/defl Ud -0.08 8-11 >999 360 -0.18 8-11 >999 240 0.01 7 n/a n/a 0.07 8-11 >999 240 Scale = 1:46.5 PLATES GRIP MT20 244/190 Weight: 81 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 ocpurlins, .except end verticals. . Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 6-7, 4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=694/0-8-0, 7=567/Mechanical Max Horz 2=370(LC 12) Max Uplift 2=-250(LC 12), 7=-269(LC 12) Max Grav 2=694(LC 1), 7=576(LC 17) FORCES. (lb) - Max. Comp./Max. Ten_ . - All forces 250 (lb) or less except when shown. TOP CHORD 2 4=-790/165 BOTCHORD 2-8=-455/654, 7-8=-455/654 WEBS 4-I=0/361, 4-7=-741/508 NOTES- 1) Unbalanced roofl live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. li; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-CExterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 15-0-0, Exterior(2) 15-0-0 to 15-6-6 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1:60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load. of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 'except Qt=lb) 2=25017=269. i Thomas A. Albani PE No.39380 MiTek USA, Inc, FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 'WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE P_ AGE MX7473 rev. 1WO312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a;truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always requlredifor stability and to prevent collapse with possible personal Injury and.property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems,'seeANSVfPII Quality Criteria, DSB-89 and BCSI Buading Component 6904 Parke East Blvd. Safety Infonnationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Ip. Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 i T15902912 75460 F4 Common 2 1 Job Reference (optional) chambers I russ, Inc., I-.ort Pierce, rL I I Q 0 8.240 s Uec 6 2018 MI I ek Industries, Inc. I hu Uec 27 13:33:01 2018 Page 1 ID:cf451 GWcul fGPiOyu_4LEFz6O73-hSBDgHR210QT46igmLTJoCJESdY13mE?8A?byOy4IOG 2-070 8-3-7 1 7-4-10 3x4 11 annF19- 5 Scale = 1:46.7 1 3x4 = ' 8-3-7 8-3-7 zxa i i 15-8.2 7-4-10 oxcs — Plate Offsets (X,Y) ;- [4:0-0-0,0-1-121, [4:0-2-0 0-3-41 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.08 7-10 >999 360 MT20 244/190 ' TCDL 7.0 Lumber DOL 1.25 BC 0.35 VeR(CT) -0..18 7-10 >999 240 BCLL 0,0 .* Rep Stress Incr , YES WB 0.28 Horz(CT) . 0.01 6 n/a n/a BCDL 10.0 Code: FBC2017fTP12014 Matrix -MS Wind(LL) 0.08 7-10 >999 240 Weight: 82lb FT=20% LUMBER- i . BRACING- TOP'CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 21SP No.3 BOT CHORD WEBS REACTIONS. (lb/ i ize) 2=694/0-8-0, 6=567/Mechanical Max Horz 2=380(LC 12) Max Uplift 2= 245(LC 12), 6=-274(LC 12) Mai Grav 2=694(LC 1), 6=582(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-791/137 BOT CHORD 2-7=-427/655; 6-7=-427/655 WEBS 3-7=0/362,,3-6=-746/483 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 5-6, 3-6 - MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.20sf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 15-6-6 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other'members. 4) Refer to girder(s); for truss to truss connections. 5) Provide mechanical connection (by others) of truss. to bearing plate capable of withstanding:100 lb uplift at joint(s) except (jt=lb) 2=245, 6=274. I i Thomas X Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. December 27,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII-7473 rev. 101031201E BEFORE USE. " Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual bullding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required1for stability and to preventcollapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Quality Cdtedo, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Informatbrravailabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 T15902913 75460 F.6 Half Hip 1 1 I Job Reference (optional) kAWITIaers I Russ, Inc., run. rierce, rL a.Z4U s UeC u ZUl6 MI I eK mausines, Inc. I nu uec Zr i J:J3:ui zuib rage 1 ID:cf451 GW cul fGPiOyu_4LEFz6O73-hSBDgHR210QT46igmLTJoCJCkdY13mG?8A?byOy410G 2-0-0 8-3-7 14-10.8 5-8- 2-.04) B-3-7 6.7-1 9-1 3x6 = 3x4 11 a nnv 5 6 Scale = 1:46.2 2x3 11 6xB = 3x4 = B-3-7 15-8-2 B-3-7 7-4-11 Plate Offsets (X,Y)-.- [3:0-3-0,Edgel, [5:0-3-0;0-2-01 I LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.08 8-11 >999 360 MT20 244/190 TCDL 7:0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.18 8-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT), 0.01 7 n/a n/a . - BCDL 10.0 i Code FBC2017fTPI2014 Matrix -MS Wind(LL) 0.07 8-11 >999 240 Weight:81 lb FT=20`/0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2X4,SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS...(lb/size) 2=694/0-8-0, 7=567/Mechanical Max Horz 2=367(LC 12) Ma z Uplift_2=-251(LC 12), 7=-268(LC 12) Max Grav 2=694(LC 1), 7=575(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2 4=-790/171 BOT CHORD 2-8=-457/654, 7-8=-457/654 WEBS 4-8=0/361, 4-7=-740/509 NOTES- 1) Unbalanced roof) live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., 6Cpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 14-10-8, Exterior(2) 14-10-8 to 15-6-6 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has Been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)I 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) 'except Qt=lb) 2=25117=268. i I Thomas A. Albani PE NoI9380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: j December 27,2018 ® -WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. !' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing is always requiredlfor Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek' fabrication, storage, Safety Informofbrwvaliabie delivery, erection and bracing of trusses and truss systems, seeANSVIPII Oua1By Cdtorlo, DS13-89'and SCSI Buildhfp Component from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. . 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 T15902914 75460 F7 Half Hip 1 1 Job Reference (optional) chambers I russ, Inc., I tort VierCe, rL - 6.24U s Uec 6 2U16 MI I eK Industries, Inc. I nu uec 21 13:33:U2 ZU18 rage 1 ID:cf451 GW cul fG PiOyu_4LEFz6C 73-9f1b1 dSgW iYKi GH1 K3_YKPrR81 vzo8?BNgk8Vry4lOF -2.0.0 6.5-0 12-10.8 15-% 2-0-0 6-5-0 6-5.8 29-10 4x8 = Scale = 1:40.0 3x4 11 5 6 aav — --- '. -- 5x6 = 6-5-0 12-10-8 15-8-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL .1.25 TC 0.24 Vert(LL) -0.03 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.08 8-9 >999 240 - BCLL 0.0 Rep Stress Incr, YES WB 0.63 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) -0.03 9-12 >999 240 Weight: 96lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-10-1 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=694/0-8-0, 7=567/Mechanical Max Harz 2=327(LC 12) Max Uplift 2=-269(LC 12), 7=-250(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-884/307, 4-5=-316/85 BOT CHORD 2-9=-555/755, 8-9=-555/755 WEBS 4-9=0/282, 4-8=-614/432, 5-8— 152/410, 5-7=-557/450 I NOTES- 1) Unbalanced roofllive loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 12-10-8, Exterior(2) 12-10-8 to 15-6-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pondirig. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss haslieen 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.tlie 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 lb uplift at joint(s) except (jt=lb) 2=269, 7=250. I i Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610, Date: December 27,2018 I WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. -- Design valid for use only with lV 71 ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not atruss system. Before use; the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated'is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always requiredifor stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIRPl1 Quality CrBerla, DS111-89 and Ill Building Component 6904 Parke East Blvd. Safety Infom7atlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 i. Job Truss Truss Type + Qty Ply SASSEVILLE / Q56808 T15902915 75460 F8 Roof Special 1 1 Job Reference (optional) unamDers I russ, Inc., t-on tierce, FL 6.z4U s uec 6 2u16 MI I eK Industries, Inc. I nU uec z/ 13:33:US zUl6 rage 1 ID:cf451 GWcui fGPiOyu_4LEFz6O73-erJ_FzTIH?gAJPsDumVntd0buRFDXakHcUUi1 Hy4lOE -2-0-0 6-4-4 12-0.0 13-1-8 15-8-2 2-0.0 6-4-4 5-.7-12 1-1-B 2-6-10 I 4x4 = Scale = 1:37.7 I 4 4x12 = 3x4 II n m 2x3 II 3x8 = 6-4.4 13-1-8 r 5 x6 = 15-8-2 6-4-4 6.9-4 2-6-10 i LOADING (psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES" GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.03 8-9 >999 360 MT20 244/190 TCDL 7.0 - Lumber DOL 1.25 BC : 0.24 Vert(CT) -0.07 8-9 >999 240 BCLL 0.0 Rep Stress [nor YES WB 0.60 Horz(CT) 0.01 - 7 n/a n/a ' BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.03 9-12 >999 24Q Weight: 100lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4ISP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=567/Mechanical, 2=694/0-8-0 Max Horz 2=286(LC 12) ' Max Uplift 7=-234(LC 12), 2=-285(LC 12) FORCES. (lb) - Max. Comp:/Max. Ten. -All forces 250.(Ib) or less except when shown.. TOP CHORD 2-3=-881/333, 3-4=-328/135 BOT CHORD 2-9=-512/743, 8-9=-512/743 WEBS 3-9=0/281, 3-8=-584/380, 5-8=-222/352, 5-7= 541/365 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust).Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 12-0-0, Exterior(2) 12-0-0 to 13-1-8,I Interior(1) 13-1-8 to 15-.6-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=11.60 3) Provide adequate drainage to prevent water ponding: 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has Been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between.tl4e 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 lb uplift at joint(s) except (jt=lb) 7=234, 2=285. I i Thomas A. Albani PE No.39380 j MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 I December 27,2018 Q WARNING- Venjly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE: Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a:truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design..Bracing Indicated Is to prevent buckling of individual truss web and/or chord members,only. Additional temporary and permanent bracing MiTek° is always requiredifor stability and to prevent collapse with possible personal injury and:property damage. For general guidance regarding the , . fabrication, storode, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality CrBeda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. . Safety Inforrrratlohavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. { Tampa, FL 33610 i Job Truss Truss Type City Ply SASSEVILLE / Q56808 ' T15902916 75460 F9 Common 1 1 Job Reference (optional) l:namoers I russ, Inc., t-on tierce, I-L a.24u S uec 6 zu1 tt MI I eK InausineS, Inc. I nu uec z/ T:7:33:UJ zul d rage 1 I D:cf451 GW cu1 fG PiOyu_4LEFz6O73-erJ_FzTIH?gAJPsDumVntdOa3RDnXcvHcUUi 1 Hy4IOE -2-0.0 6-3-4 12-0-0 15-8-2 2.0.0 6-3-4 5.8-12 3.8-2 4x4 = 4 13 14 2 Scale = 1:37.7 7-11-14 15-8-2 7-11-14 7-8-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.10 -6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.16 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) -0.03 7-10 >999 240 Weight: 84lb FT=20% LUMBER- BRACING - TOP CHORD 2x4l SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4l SP M 30 except end verticals. WEBS 2x4l SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=694/0-8-0, 6=567/Mechanical Max Harz 2=236(LC 12) Max Uplift 2=-301(LC 12), 6=-219(LC 12) Max Grav 2=694(LC 1), 6=576(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-860/413, 3-4=-713/417 BOT CHORD 2 7= 494/775, 175/266 WEBS 3-7=-333/325, 4-7=-283/621, 4-6=-493/341 NOTES- 1) Unbalanced root) live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Oat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0, Interior(1) 15-0-0 to 15-6-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 11 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 2=301, 6=219. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE M11-7473 rev. 101012016 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the opplicablllty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek". Is always recuired1for stability and to prevent collapse with possible personal Injury and.property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVrPII Quality CtBerla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salty Informatlonavollable from Truss Plate Institute, 218 N. Lee Street, Suite,312, Alexandria, VA 22314. i Tampa, FL 33610 Job Truss Truss Type City Ply SASSEVILLE / Q56808 T15902917 75460 FA Hip 1 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:33:04 2018 Page 1 ID:cf451 GW cut fGPiOyu_4LEFz6O73-61 sMSJTw2Jol xZRP5000Qgxmdrbi G4tRg8DFZjy410D 12-1-8 -2-0-0 6-6-14 11-10-B 12A�0 2-0-0 6-6-14 5-3-10 01 3-6-10 0.1-6 44 = Scale=1:37.6 4 14 — — 12-1-6 I 6-6-14 11-10-8 12ryf 15-B-2 , 6-6-14 5-3-10 01 3-6-10 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.04 8-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23. Vert(CT) -0.08 8-11 >999 240 BCLL 0.0 Rep Stresslncr YES WB 0.41 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.03 8-11 >999 240 Weight: 89lb :. FT=20% LUMBER- BRACING- - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30 �SP except end verticals. WEBS 2x4 No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=694/0-8-0, 6=567/Mechanical Max Harz 2=236(LC 12) Max Uplift 2=-301(LC 12), 6=-219(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-864/421, 3-4=-377/247, 5-6=-537/419, 4-5=-338/267 BOT CHORD 2-8=-509/7261 7-8=-509/726 WEBS 3-I=0/262, 3-7=-542/386, 5-7=-273/416 NOTES- 1) Unbalanced roofl live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-1.1-3 to 12-0-0, Exterior(2) 12-0-0 to 15-6-6 ione;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=301, 6=219. , Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMII-7473 rev, 10103/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required1for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPII Qua] My Criteria, DSB-89 and BCSI Building Component Safety Infonnatichovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd., Tampa, FL 33610 Job Truss Truss Type , City Ply SASSEVILLE / Q56808 T15902918 75460 FB Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:33:05 2018 Page 1 ID:cf451 GW cu1 fGPiOyu_4LEFz6O73-aDQkffUYpdwuZj?c?BXFy2TwfFu4?Z6a3ozo59y4lOC -2-0-0 5.8-7 9.10-B 14-1-8 15-8-2_ , r 2-0.0 5.8-7 4-2-1 4-3-0 1-6-10 4x4 = 9-10-8 5x6 = 3x4 11 Scale=1:34.2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.29 BC 0.41 WB 0.28 Matrix -MS DEFL. in Vert(LL) -0.16 Vert(CT) -0.34 Horz(CT) 0.01 Wind(LL) -0.04 (loc) I/deft Ud 8-11 >999 360 8-11 >555 240 7 n/a n/a 8-11 >999 240 PLATES GRIP MT20 244/190 Weight: 89lb FT=20% LUMBER- BRACING - TOP CHORD 2x4ISP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4iSP M 30 except end verticals. WEBS 2x4ISP No.3 BOT CHORD Rigid ceiling directly applied or 9-5-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=694/0-8-0, 7=567/Mechanical Max Harz 2=236(LC 12) Max Uplift 2=-301'(LC 12), 7=-219(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when showri', TOP CHORD 2-3=-832/500, 3-4=-550/339, 4-5=-435/363 BOT CHORD 2-8= 606/716 WEBS 3-I=-345/344, 5-8=-307/453, 5-7=-543/428 NOTES- 1) Unbalanced roofllive loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3to 9-10-8, Exterior(2) 9-10-8 to 15-6-6 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) except (jt=lb) 2=30117=219. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �� a truss system, Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing. MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Quality Criteria, DSB-89 and SCSI Bu9ding Component 6904 Parke East Blvd.. Safety Infonnatlortovaiiabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 T15902919 75460 GR1 Common Girder 1 1 Job Reference (optional) t;namoers I russ, Inc., tort Fierce, FL 8.240 s Uec 6 2018 Mi I ek Industries, Inc. I nu',Uec 27 13:33:06 2018 Fage 1 I ID:cf451 GWculfGPiOyu_4LEFz6O73-2Q_6t_VAaw2lAtaoZv2UVF06keABkymklSiMecy4lOB 4.6-4 8-3-8 12-2-0 16-0-8 19-9.12 24-4.0 4-6-4 3-9-4 3.10-8 3-101 3-9-4 4-6-4 4x4 = 4 Scale = 1:42.9 9 44 = 3x4 = HUS26 3x4 = 4x6 = 3x8 — 3x4 = 4x4 = i 3x4 = 6-9-11 12-2-0 17-6-4 24-4.0 6-9-11 5-4-5 5.4-4 6-9.12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 2 I.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.09 11-13 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0,16 11-13 >999 240 BCLL 0,0 Rep Stress Incr, NO WB 0.51 HOrz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.09 11-13 >999_ 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 i BRACING - TOP CHORD BOT CHORD REACTIONS. (lb/size) 1=1312/Mechanical, 7=1029/Mechanical Max Harz 1=-163(LC 23) Max Uplift 1= 521(LC 8), 7=-383(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2505/1029,2-3=-2342/982,3-4=-1357/604,4-5=-1357/604,5-6=-1807/720, 6 7— 1962/763 BOT CHORD 1 1 1 =-869/2226, 9-11_ 618/1747, 8-9=-480/1465, 7-8=-628/1732 WEBS 4-9=-417/968, 5-9=-443/226, 5-8=-90/343, 3-9=-846/426, 3-11=-371/895 I PLATES GRIP MT20 244/190 Weight: 143 lb FT = 20 Structural wood sheathing directly applied or 4-5-12 oc purlins Rigid ceiling directly applied or 7-8-4 oc bracing: MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roofl live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second; gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)' for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1 =521, 7=383.. 1 7) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 5-11-4 from the left end to connect trusses) to back1face.of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the. LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4L 54, 4-7=-54, 1-7=-20. Concentrated Loads (lb) Vert: 16-549(B) Thomas A. Albani PE No.39380 MiTek USA, Inc: FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 'WARNING - Veriy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE UIP7473 rev. 1010312015 BEFORE USE: " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always requlred)for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteria, DSB-89 and BCSI Buading Component ' 6904 Parke East Blvd. , Safety Informatichavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply SASSEVILLE / Q56808 A T15902920 75460 GR3 HIP GIRDER 1 2 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:33:07 2018 Page 1 ID:cf451 G W cul fG PiOyu_4LEFz6O73-W cYU4KW oLEAcol9_7caj 1 TZAj2XsTLptX6SvA2y4lOA 2-0-0 4-2-2 7-9-12 12-0-0 16-2-4 18-11-14 . 23-11-4 2-0-0 4-2-2 3.7-10 4-2-4 4 4-11-6 410 = 2x3 11 7x8 MT1 BHS 17 Scale=1:44.7 Iv. 0 3x6 11 ""-- 5x8 = . 10x10 3x10 11 "---- -"-'- "" '-..S THDH28-2 HUS26 HUS26 HUS26 12-0-0 16-2-4 18-11-14 23-11-4 4-2-2 LOADING (pso TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor NO Code FBC2017/TPI2014 CSI. TC 0.70 BC 0.58 WB 0.78 Matrix -MS DEFL. in floc) I/dell L/d Vert(LL) -0.19 9 >999 360 Vert(CT) -0.35 9 >823 240 Horz(CT) • 0.08 7 n/a n/a Wind(LL) 0.21 9 >999 240 PLATES GRIP MT20 244/1.90 MT18HS 244/100 Weight: 307lb FT=20% LUMBER- 1 BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins. BOT CHORD 2x8 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4�SP No.3 `Except 3-12,4-10,5-9: 2x4 SP M 30 REACTIONS. (lb/size) 7=8451/0-7-4, 2=3642/0-8-0 Max Horz 2=127(LC 24) Max Uplift 7=-3342(LC 8), 2=-1526(LC 8) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7567/3025, 3-4=-9645/3980, 4-5=-9645/3980, 5-6=-13448/5527, 6-7=-15953/6407 BOT CHORD 2-12=-2597/6686, 10-12=-2599/6701, 9-10=-4930/12306, 8-9=-5668/14246, 7-8=-5668/14246 WEBS 3-12=-66/428, 3-1 0=-1 695/4105, 5-10=-3650/1724, 5-9=-3383/8264, 6-9= 2911/1116, 6-8=-965/2718 , NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 9-5 2x4 - 1 row at 0-2-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage -to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of20.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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=3342, 2=1526J 10) Use LISP THDH28-2 (With 36-16d nails into Girder & 10-16d nails into Truss) or equivalent at 15-9-10 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. Thomas A o.38380 Alban! P E N 11) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 16-7-12 from the left end to 22-7-12 to connect truss(es) to front face of bottom chord. MiTek USA, Inc. FL Cort 8834 12) Fill all nail holes where hanger is in contact with lumber. 8904 Parke East Blvd. Tampa FL 33610 P Date: LOAD CASE(S) Standard December 27,2018 Continued on Daae 2 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1WO312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, .and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing. MiTek' is always requiredjfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII GuallCdteda, DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. Safety Informatlohovoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. i Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 T15902920 7546.0 GR3 HIP GIRDER 1 2. Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL I LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5= 54, 5-7=-54, 2-7= 20 Concentrated Loads (Ib) Vert: 9=15437(F) 14=-1193(F) 18=-1193(F) 19=-1193(F) 20=-1193(F) I I I I I I i i I I I I I I I_ i I 8.240 s Uec 6 2018 MI I eK industries, Inc. I hu'UeC 27 13:33:07 2018 Rage 2 ID:cf451 G W cut fG PiOyu_4LEFz6O73-W cYU4KW oLEAco19_7caj 1 TZAj2XsTLptX6SvA2y4]OA ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the over building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required:for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _ MiTek° fabrication; storage, delivery, erection and bracing of trusses and truss systems, seeANSVrPll Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 , Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 T15902921 75460. GR4 Roof Special Girder 1 2 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 Mi I ek Industries, Inc. I hu Dec 27 13:33:09 2018 Page 1 ID:cf451 GW cul fGPiOyu_4LEFz6O73-S7gFVOX3trQK2KJNE1 cB7ueXQs94xG4A_QxOExy4108 5-0-2 8-9-12 12-7-6 17-3-2 118.10.6, 23-5-8 28-0-10 32-11-4 5-0.2 3-9-10 3-9-10 4-7-12 1-7-4 4-7-2 4-7-2 4-10-10 5 12 MT18HS 11 HUS26 6.00 F12 44 = 48 = 4 21 5 Scale = 1:61.4 5x12 = 2x3 11 5x6 = 6x8 = 6x8 = 3x4 =5x6 = 3x8 = HUS26 4x5 = 3x4 II 5x6 = 5x8 = HUS26 6xB =HUS26 3x6 11 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 3-9-10 3-9-10 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.16 12 14 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.29 12-14 >999 240 BCLL 0.0..* Rep Stress Incr NO WB 0.73 Horz(CT) 0.07 10 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -MS Wind(LL) 0.19 12-14 >999 240 LUMBER- BRACING - TOP CHORD 2x4 ISP M 30 TOP CHORD BOT CHORD 2x6 ASP No.2 WEBS 2x4ISP No.3 *Except* BOT CHORD 9-10: 2x6 SP No.2, 1-19,8-12,9-11: 2x4 SP M 30 REACTIONS. (lb/lize) 20=5457/Mechanical, 10=5705/0-6-0 Max Horz 20=122(LC 25) Max Uplift 20=-2368(LC 8), 10=-2658(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-501,8/2215, 1-2=5789/2532, 23=-6882/3086, 3-4=-6347/2935, 4-5=-5678/2675, . 5-6=-6557/3069, 6-7=-5426/2527; 7-8=-5426/2527, 8-9=-3314/1543, 9-10=-5056/2367 BOT CHORD 18-19= 2714/5915, 16-18=-2845/6136, 15-16=-2771/5944, 14-15=-2994/6422, 12-14=-3001/6437, 11-12=-1543/3314 WEBS 1-19= 3292/7526, 2-19=-3489/1636, 2-18=-201/366, 3-18=-274l797; 3-16=-948/403, 4-16=-1185/2610, 5-16=-646/281, 5-15=-1456/3137, 6-15=-2221/1034,_6-14=-317/721, 6-12=-1848/864; 7-12=-298/174, 8-12=-1796/3853, 8-11=-3450/1643, 9-11=-2749/5908 32-11-4 PLATES GRIP MT20 244/190 MT18HS 244/190 W eight:-596 lb FT = 20 Structural wood sheathing directly applied or 5-11-3 ocpurlins, except end verticals. . Rigid ceiling directly applied or 9-2-1 oc bracing. - NOTES- 1) 2-ply truss to be Connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc,.2x6 - 2 rows staggered at 079-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 Co. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to: all plies, except if noted as front (F). or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as.(F) or (B), unless otherwise indicated. 3) Unbalanced roof Ilive loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128rriph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=33ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.1;8; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. 9) Refer to girder(s)ifor truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Thomas A. Albani PE No.39330 20=2368, 10=2658. ek USA, Inc: FL Cert 6634 11) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-b-0 oc max. starting at 1-10-8 MiMiTT 6904 ParkEt Blvd. Tampa FL 33610 from the left end to 31-10-8 to connect truss(es) to front face of bottom chord. e asv. am P 12) Fill all nail holes where hanger is in contact with lumber. Date: December 27,2018 Q WARNING - Ver fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing MOW, Is always required for stability and to prevent collapse with possible personal Injury and.property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSViPII Quality Criteria, DSS-89 and SCSI Building Component 6904 Parke East Blvd, Safety Infoanatloi ovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 T15902921 75460 GR4 Roof Special Girder 1 2 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:33:09 2018 Page 2 ID:cf451 GWcui fGPiOyu_4LEFz6O73-S?gFVOX3trQK2KJNE1 cB7ueXQs94xG4A_QxOExy4108 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54, 4-5=-54, 5-6=-54, 6-9=-54, 10-20=-20 Concentrated Loads (lb) Vert: 17=-547(F) 11= 547(F)'22=-547(F) 23= 547(F) 24= 547(F) 25= 547(F) 26=-547(F) 27=-547(F) 28= 547(F) 29=-547(F) 30=-547(F) 31= 547(F) 32=-547(F) 33=-547(F) 34=-547(F) 35=-544(F) 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not c.truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate This design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only, Additional temporary and permanent bracing Is always required1for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Cuall1ty Criteria, DSB-89 and BCSI BuBding Component Safety Informatlohovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. p�A IVI!Tek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 I - T15902922 75460 GR5 Hip Girder 1 1 Job Reference (optional) l:namoerS I russ, Inc., tort Pierce, t-L - a.24u s uec 6 2u1 B MI I ex Inausines, Inc. I nu.Uec 2/ 13:33:1 u 2u16 rage 1 ID:cf451 G W cul fGPiOyu_4LEFz6O73-xBEdj MYhe9YBfUuZok7Qf5BoNGarghpJD4gZnNy4107 4-9-8 5-8-14, B-9-7 13-3-8 18-4-12 22-8-8 24-4-0 4-9-8 -1 t-6 3-0-10 4-6-1 5.1-4 4.3-12 48 = 4 16 2x3 11 4x8 = 517 6 3x4 13 12 11 10 9 B 3x6 = - 4x6 3x8 11 3x4 = 3x4 = 4x8 = 4x4 = HUS26 5-8-14 13-3-8 18-4-12 22-8-8 24-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23. Vert(LL) 0.06 11 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.1.3 11-13 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.89, HOrz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.06 11 '>999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS i i REACTIONS. (lb/size) 1=1039/Mechanical, 8=1354/Mechanical Max Horz 1=239(4C 8) Mai Uplift 1=-359(1_C 8), 8=-571(LC 8) FORCES. (lb) - MI x. Comp./Max. Ten. All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1985/675, 2-3=-1966/763, 3-4=-1299/522, 4-5=-1014/469, 5-6=-1014/469, 6-7=-374/166, 7-8=-1310/555 BOT CHORD 1 13=-771/1725, 11-13=-659/1436, 10-11=-476/1121, 9-10=-119/290 WEBS 3-i13=-196/508, 3-11=-462/256, 4-11=-133/471, 4-10=-412/235, 5-10=-296/209, 6-f10=-583/1327, 6-9=-1076/495, 7-9=475/1145 NOTES- 1) Unbalanced roof 2) Wind: ASCE 7-1 II; Exp B; Encl., 3) Provide adequal 4) This truss has bi 5) " This truss has will fit between tl 6) Refer togirder(s 7) Provide mechan 1=35918=571. 8) Use USP HUS21 truss(es)to back 9) Fill all nail holes 10) In the LOAD C, LOAD CASE(S) 1) Dead + Roof ,Ll Uniform Loads Vert: 1 Scale=.1:46.0 m N 6 f0 PLATES GRIP MT20 244/190' Weight: 183 lb FT = 20% Structural wood sheathing directly applied or 5-0-7 oc purlins, except end verticals. Rigid ceiling directly applied or 8-2-12 oc bracing. 1 Row at.micipt 7-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. live loads have been considered for this design. l; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. iCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 drainage to prevent water ponding. an designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. een 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 bottom chord and any other members. for truss to truss connections. ;al connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) (With 14-16d nails into Girder & 6-16d nails into. Truss) or. equivalent at 18-4-12 from the left end to connect face of bottom chord. ✓here hanger is in contact with lumber. SE(S). section, loads applied to the face of the truss are noted as front (F) or back (B). ndard (balanced): Lumber Increase=1.25, Plate Increase=1.25 . . 4-6=-54, 6-7=-54, 1-8=-20 Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev, 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors, This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing. MIT®kp: is always requiredifor stability and To prevent collapse with possible personal Injury and property damage. For general guidance regarding The fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteria, DSB-89 and BCSI Buading Component 6904 Parke East Blvd., Safety Infannationavoiloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. i i Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 T15902922 75460 GR5 Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL LOAD CASES) Standard Concentrated Loads (lb) Vert:10T-608(B) 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:33:10 2018 Page 2 Ib:cf451 G W cut fGPiOyu_4LEFz6O73-xBEdjMYhe9YBfU uZok7Of5BoNGarghpJD4gZnNy4107 h i I i I ® WARNING - Ver fy design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. " Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �• a, truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. •Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing always requiredlfor stability and to prevent -collapse with possible personal Injury and.property damage. For general guidance regarding the MOW fabrication; storage, delivery, erection and bracing of trusses and truss systems, seeANSVTpl1 Qua] BByy Cdtado, DSB-69 and BCSI Building Component Safety Inlonnatlohavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Bivd. Tampa, FL 33610 " I Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 T15902923 75460 GR6 Flat Girder 1 1 Job Reference (optional) Chambers l russ, Inc., Fort Pierce, FL 1 3x4 = 3x4 114 3-8-0 8.240 s Dec 6 2018 MI I ek Industries, Inc. I hu Uec 27 13:33:11 2018 Page 1 ID:cf451 GW cut fG PiOyu_4LEFz6O73-P Nn?wiZJPTg2HeTl MSefCJj?_fgEPLOTRkQ7Jpy4106 2 3x4 11 5 3 HUS26 3-8-0 4x4 = Scale = 1:12.8 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATESGRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.03 3-4 >999 360 MT20 244/190 TCDL 7.0 I Lumber DOL 1.25 BC 0.87 Vert(CT) -0.05 3-4 >866 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 i Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.03 3-4 >999 240 Weight: 23lb - FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4ISP No.3 BOT CHORD Rigid ceiling directly applied or 7-9-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer - Installation guide. REACTIONS. (lb/size) 4=569/Mechanical, 3=628/Mechanical Max Uplift 4=-262(LC 4), 3=-290(LC 4) FORCES. (lb) - Max. Comp./.Max: Ten. -All forces 250 (lb) :or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between tF'e bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of. truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=262,3=290. 7) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 1-11-4 from the left end to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2= 54, 3-4=-20 Concentrated Loads (lb) Vert: 5= j947(F) i Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always requiredifor stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPII Quality Criteria, DSB-89 and SCSI Building Component Safety Informatlonovoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. i MiTek' 6904 Parke East Blvd. Tampa, FL 33610 I Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 r T15902924 75460 GRB Hip Girder 1 2 Job Reference (optional) cnamoers I russ, inp., r-on vierce, rL P CHORD MUST BE BRACED BY END JACKS, OF DIAPHRAGM, ON PROPERLY CONNECTED RLINS AS SPECIFIED. 6.00 F12 2 3x6 5x10 = . 6 3 33 0 28 34 5x12 i 3x4 II 7 C.z4u s Uea 6 zu-iis MI I eK Inausines, Inc. I nu uec z/ id:SJ:14 Gut is rage 1 ID:m5Qw_AcDzoW W FtUk733JIfyoEyK-pyT8rbBhO3d86BK1 aCMpxLlbttFcXWvBienwBy410: 1-0 13-0-0 , 15-0-0 1.5-8-717-0-0. 19-0-0 , 21-3-0. 25-11-4 5x8 MT18HS= 12 Im% i \� 17 rJ I I3116 35 27 36 26 37 38 25 39 5x8 MT18HS= 3x10 II 7x8 = Scale = 1:52.7 5x10 20 3x6 21 2 co 23 a rn Io 40 24 41 6x8 = 3x12 5-6-9 14-8-4 LOADING (psf) j SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 j Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.32 25-27 >976 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.59 25-27 >530 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO W B 0.72 Horz(CT) 0.13 23 n/a n/a BCDL 10.0 Code; FBC2017/TPI2014 Matrix -MS Wind(LL) 0.39 27-28 >798 240 Weight: 382lb FT=20% LUMBER- j BRACING - TOP CHORD 2x4IS0 M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins. 3-13,13-22:2x4 SP M 31 Except: BOT CHORD 2x61SP 240OF 2.0E 1 Row at midpt 3-9 WEBS 2x4ISP No.3 BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing. WEDGE JOINTS 1 Brace at Jt(s): 9, 16, 13, 19 Right: 2x4.SP No.31 I REACTIONS. (Ib/size) 2=5555/0-8-0, 23=7132/0-7-4 Max Harz 2=200(LC 7) Max Uplift 2=-2750(LC 8), 23=-2876(LC 8) FORCES. (lb) - MI x. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-12932/6364, 3-6=-3676/1548, 6-7=-3600/1552, 7-10=-3435/1519, 10-12=-3257/1492, 35=-11741/5670, 5-8=-11741/5670, 8-9=-11741/5670, 9-11=-11741/5670, 11-13=-11741/5670, 13-15=-11721/5661, 15-16=-11721/5661, 16-18=-9027/3789, 18-19=-9027/3789, 19-22=-9022/3786, 12-14=-3308/1517, 14-17=-3430/1518, 17-20= 3584/1545, 20-22=-3656/1540, 22-23=-13568/5611 BOT CHORD 2-28=-5715/11702, 27-28==5621/11558, 25-27=-6248/14849, 24-25=-6248/14849, 23-24— 4986/12162 WEBS 3-28= 1051/1588, 3-27=-1358/3621, 9-27=-702/1636, 16-27=-808/136, 16-25=-771/2500, 16-24=-2930/1375, 22-24— 1448/3775, 12-13— 874/1912, 10-11=-139/284, 7-8=-118/254 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3') nails as follows: Top chords connected as follows: 2x4 - 1 row. at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at. 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (0) face in the LOAD CASE(S) section. Ply to ply connections liave been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roofllive loads have been considered for this design. 4) Wind: ASCE 7=10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Limber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are 0o plates unless otherwise indicated. 7) All plates are 2x3 MT20 unless otherwise indicated. 1 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Thomas A. Albani PE N6.39360 9) ' 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 MiTek USA, Inc: FL Cert 6634 will fit between the bottom chord and any other members. 6904 Parke East Blvd, Tampa FL 33610 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Date: 2=2750, 23=2876. Jd t did representation does not depict the size or the orientation of the urlin alon the to and/or bottom chord. December 27,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �+ atruss system. Before use; the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord. members only. Additional temporary and permanent bracing i�n AiTek" Is always required1for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems,'seeANSVIPII Guallty Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnatbnovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. i Tampa, FL 33610 I Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 T15902924 75460 GRB Hip Girder 1 2 Job Reference (optional) unamOers I russ, Inc., Fort Ylerce, f-L - 8.24U S Uec 8 2u1 ti MI I eK InoustrleS, mc. I nu Uec 2/ 13:38:14 2U18 rage 2 ID:m5Qw_AcDzoW W FtUk733JIfyoEyK-pyT8YjbBhO3d86BK1 aCMpxLlbttFcXWv8ienw8y4lO3 NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 85 lb up at 4-9-0, 93 lb down and 93 lb up at 5-1-5, 93 lb down and193 lb up at 7-1-13, 93 lb down and 93 lb up at 9-1-13, 93 lb down and 93 lb up at 11-1-13, 93 lb down and 81 lb up at 13-0-0, 93 lb down and 93 lb up at 15-1-13, 93 lb down and 93 lb up at 17-1-13, and 93 lb down and 93 lb up at 19-1-13, and 148 lb down and 178 lb up at 21-1-4 on top chord, and 150 lb down and 94 lb up at 4-9-0, 461lb down at 5-1-13, 1845 lb down and 1429 lb up at 7-0-12, 46 lb down at .7-1-13, 870 lb down and 371 Ib up at 9-0-12, 46 lb down at 9-1-13, 875 lb down and 372 lb up at 11-0-12, 46 lb down at 11-1-13, 875 lb down and 373 lb up at 13-0-12, 46 lb down at 13-1-13, 880 lb down and 340 lb up at 15-0-19, 46 lb down at 15-1-13, 880 lb down and 340 lb up at 17-0-12, 46 lb down at 17-1-13, 880 lb down and 340 lb up at 19-0-12, 46 lb down at 19-1-13, 46 lb down at 20-11-13, 1009 lb down and 403 lb up at 21-0-12, 150 lb down and 94 lb up at 21-3-0, and 639 lb down and 213 lb up at 23-0-12, and 1019 lb down and 379 lb up at 24-10-4 on bottom chord. The des i ign/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber In6rease=1.25, Plate Increase=125 Uniform Loads (plf) Vert: 1-3=-54, 3-12=-54,12-22=-54, 22-23=-54, 2-23=-20 Concentrated Loads (lb) Vert: 12�-46(F) 3=-46(F) 28=-128(F) 24=-1137(F=-128, B=-1009) 22=-52(F).14=-46(F) 17= 46(F) 20=-46(F) 1 0=-46(F) 7=-46(F) 6=-46(F) 32=-1019(B) 33=-5(F) 34=-1874(F=-29, B=-1845) 35=-899(F=-29, B=-870) 36=-903(F=-29, B- 875) 37=-903(F= 29, B=-875) 38=-909(F=-29, B=-880) 39=-909(F=-29, B=-880) 40- 909(F=-29, B=-880) 41=-639(B) , i WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK 14EFERANCE PAGE MI1.7473 rev. 10/0"015 BEFORE USE: " Design valid for use only with MITek@ connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing . Is always requiredifor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the M ITek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIFII Quality CrItedo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inilormatlobovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply SASSEVILLE / 056808 T15902925 75460 GRC Half Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:33:15 2018 Page 1 ID:m5Qw_AcDzoW W FtUk733JIfyoEyK-H91 W m3cgShBTmFmXbHjbM9uafHFmLwp2MMOKSay4102 -2-0-0 3-9.4 7-0-0 11.4-14 15-8.0 19.11-2 24.4-0 2-0-0 3-9.4 3-2-12 4.4-14 4-3-2 4-3-2 4.4-14 i Scale=1:44.5 2x3 II 5x6 = 3x4 = 3x6 = 3x5 = 3 18 19 4 20 21 22 5 6 23 7 24 25 5x6 = 3xb = [XJ 11 JX4 — 4xtl = 0xb — JXb I I 3-9-4 7-0-0 11-4-14 15-8-0 19.11-2 24-4-0 3-2-12 . 4-4-14 4-3-2 4-3-2 4-4-14 Plate Offsets KY) .. [2:Edge,0-0-41, [3:0-6-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) . I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.57 Vert(LL) 0.25 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.26 11-12 >999 240 BCLL 0.0. ' i Rep Stress Incr. . NO WB 0.97 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 132lb FT=20% LUMBER - TOP CHORD 2x4ISP M 30 BOT CHORD 2x41SP M 30 WEBS 2x4ISP No.3 BRACING- " TOPCHORD BOT CHORD WEBS I REACTIONS.. (Ib/size) 9=1865/Mechanical, 2=1827/0-8-0 Max Horz 2=207(LC 8) Max Uplift 9=-1409(LC 5), 2=-1322(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3310/2465, 3-4=-3425/2656, 4-5— 3093/2368, 5-7=-3093/2368, 7-8— 1987/1523, 8-9=-1791/1371 BOT CHORD 2-'114=-2251/2886, 12-14=-2268/2908, 11-12=-2656/3425, 10-11=-1523/1987 WEBS 3-� 4=-434/637, 3-12= 528/664, 4-11=-432/374, 5-11= 436/326, 7-11=-1114/1441, 7-10=-1413/1085, 8-10— 1957/2553 Structural wood sheathing directly applied or 3-5-13 oc purlins, except end verticals. Rigid ceiling directly applied or 4-6-0 oc bracing. 1 Row at midpt 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASIDE 7-1P; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)' for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 9=1409, 2=1322i 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 158 lb down and 247 lb up at 7-0-0; 111 lb down and 141 lb up at 8-3-4, 111 lb down and 141 lb up at 10-3-4, 111 lb down and 141 lb up at 12-3-4, 111 lb down and 141 Ib up at 1 14-3-4,.118 lb down and 141 lb up at 16-3-4, 118 lb,down and 141 lb up at .18-3-4, and 118 lb down and 141 lb up at 20-3-4, and 118 lb down and 141 lb up at 22-3-4 on top chord, and 330 lb down and:426 lb up at 7-0-0, 84 lb down and 102 lb up at 8-3-4, 84 Ib down and 102 lb up at 10-3-4, 84 lb down and 102 lb up at 12-3-4, 84 lb down and 102 lb up at 14-3-4, 84 lb down and 102 lblup at 16-3-4, 84 lb down and 102 lb up at 18-3-4, and 84 lb down and 102 lb up at 20-3-4, and 84 lb down and 102 lb up at 22-3=4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the, LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Thomas A. Albani PE No.39380 MiTek USA, Inc: FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610. Date: December 27,2018 ® -WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. " Design valid for use only with MlTelk@ connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use; the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing , ��T®k° Is always required1for stability and to prevent collapse with possible personal injury.and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVVII Qualify Cdtedo, DSB-89 and BCSI BuOding Component 6904 Parke East Blvd. Safety Infoenatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 ` T15902925 75460 GRC Half Hip Girder 1 1 Job Reference (optional) L;namOers I russ, Inc., hon Pierce, PL 8.240 s Dec 6 2018 Mi I eK Industries, Inc. I hu Dec 27 13:33:15 2018 Page 2 I D:m5Qw_AcDzoW W FtUk733JIfyoEyK-H91 W m3cgShBTmFmXbHjbM9uafHFmLwp2MMOKSay4l O2 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8= 54, 9-15= 20 Concentrated Loads (lb) Vert.,3=i132(F) 6=-106(F) 13=-61(F) 14=-330(F) 18=-106(F)19=-106(F) 20=-106(F) 21=-106(F) 23=-106(F) 24=-106(F) 25=-106(F) 26=-61(F) 27=-61(F) 28=-61(F) 29=-61(F) 30— 61(F) 31— 61(F) 32=-61(F) I ®'WARNING - Veri fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1WO312015 BEFORE USE: ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for on individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' is always requiredlfor stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication; storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPl1 QualBy Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlonovoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. i i Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 ' T15902926 75460 GRID Half Hip Girder 1 1 Job Reference (optional) cnamoers i russ, inc., ron rierce, rL i 1 t1.z411 S Uec b zU1 b MI i eK Inausmes, Inc. I nu uec zr 1 0:JJ:1 b zU1 b rage 1 I D:cf451 GW cui fG PiOyu_4LEFz6O73-1 LbuzPdSD?JKNPLj9? EgvMQoXgfe4VvCbO7u_1 y4l O1 2-0-01 3.9-4 3-2-12 3.6-14 I 4x8 = 2x3 11 3 12 4 13 3.6-14 I 3-9.4 7-0.0 10-6-14 14-1-12 Scale = 1:26.9 3x5 14 5 Plate Offsets (X,Y) .- [3:0-5-4,0-2-01 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.06 8-11 >999 360 MT20 244/190 TCDL 7.0 j Lumber DOL 1.25 BC 0.35 Vert(CT) -0.13 8-11 >999 240 BCLL 0.0 Rep Stress Incr . NO WB 0.47 Horz(CT) 0.02 6 n/a n/a '>999 BCDL 10.0 Code FBC2017[rP12014 Matrix -MS Wind(LL) 0.06 8-11 240 Weight:.75 lb FT = 20% i LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. . WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-6-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=1275/0-3-8, 2=970/0-8-0 Mal Harz 2=207(LC 25) Max Uplift 6=-998(LC 5), 2=-654(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1423/991, 3-4=-875/694, 4-5=-875/694, 5-6=-1187/938 BOT CHORD 2-8=-934/1201, 7-8=-950/1222 WEBS 3-8=-396/592, 3-7=-489/365, 4-7=-422/318, 5-7=-980/1234 NOTES- 1) Unbalanced roof) live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust). Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1,.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding.. . : 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=998, 2=654. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 lb down and 246 lb up at 7-0-0, 119 lb down and.141lb up at 9-0-12, 119 lb down and 141 lb up at 11-0-12, and 118 lb down and 140 lb up at 13-0-12, and 135 lb down and 1133 lb up at 14-0-0 on top chord, and 330 lb down and 426 lb up at 7-0-0, 84 lb down and 102 lb up at 9-0-12, and 84 lb down and 102 lb up at 11-0-12, and 86 lb down and 102 lb up at 13-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section,.loads applied to the face of the truss are noted as front (F) or back (B). . . . . . LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-d=-54, 3-5=-54, 6-9=-20 Concentrated Loads (lb) Vert: 8= I330(B) 3=-132(B) 5=-135(B) 12=-106(B) 13— 106(B) 14— 107(B) 15=-61(B) 16=-61(B) 17— 61(B) Thomas A. Albani PE N619380 MiTek USA, Inc: FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312016 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters showri, and is for an Individual building component, not a.truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required) for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek` fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteria, DSB-B9 and SCSI BuShcng Component 6904 Parke East Blvd. Safety Intonnatlonavailabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 T15902927 75460 GRD1 Half Hip Girder 1 2 Jab Reference (optional) cnambers I russ, Inc., horn Vierce, F-L - 8.24U S Uec 6 2u18 MI I eK Industries, Inc. I nu-Uec 2/ 13:33:1 / 2u18 rage 1 ID:cf451 G W cul fG Pi Oyu_4LEFz6O73-DX9GBId4_J RB?Zwvi i13Raz??4tXpwoLggtRXTy4lOO 3-8-4 7-8-4 11-5=0 14.1-12 3-8.4 4-0-1 3-8-12 2-8-12 NAILED 4x6 = 3x4 Scale = 1:39.4 4 5 3x8 = HUS26 J HUS26 V HUS26 6 3x8 11 6x8 = 4x5 = 6x8 = HUS26 HUS26 HUS26 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) . -0.07: 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.12 8-9 >999 240 BCLL 0.0 ' Rep Stresslncr NO WB 0.62 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MS Wind(LL) 0.07 8-9 >99.9 240 Weight:.211 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x41SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x61SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-6:12x6 SP No.2 REACTIONS. (Ib/size) 1=3346/0-8-0, 6=3976/0-3-8 Maz Horz 1=233(LC 8) Maz Uplift 1=-1177(LC 8), 6=-1651,(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6285/2243, 2-3=-3976/1451, 3-4=-1444/545 BOT CHORD 1-9=-2200/5622, 8-9=-2200/5622, 7-8=-1411/3527, 6-7=-547/1329 WEBS 2-9=-582/1751, 2-8=-2296/865, 3=8=-1144/3142, 3-7=-3195/1256, 4-7=-1262/3264, .4-6=-3194/1314 NOTES- 1) NA 2) 2-ply truss to be connected together with 10d (0.131 "&') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x(3 - 2 rows staggered at 0-8-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections Piave been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roofllive loads have been considered for this design. 5) Wind: ASCE.7-1p; Vult=165mph (3-second gust) Vasd=128mph: TCDL=4.2psf; BCDL=3.Opsf; h=18ft; 131=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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 tlje bottom chord and any other members. 9) Provide mechanical connection (by others) of. truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=1177,6=1651! 10) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 3-9-8 oc max. starting at 1-6-12 from the left end to 13-4-4 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) 'NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25') toe Halls per NDS guidlines. Thomas A. Albani PE No.39380 MiTek USA, Inc; FL Cert 6634 LOAD CASE(S) Stl ndard 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 'on i ued on oacre 2 0 WARNING - VenYy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE'M11-7473 rev. 10/03(2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, note a truss system. Before use; the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing. MiTek' Is always requiredlfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeAN51/TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnafbnovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 i Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 T15902927 75460 i GRD1 Half Hip Girder 1 2 Job Reference (optional) L;namoers I russ, Inc., t-on coerce, rL o.z4u s uec b zu1 b mr 1 eK inausmes, inc. i nu uec zr I o:3j: i r zu i o rage z I D:cf451 G W cul fGPiOyu_4LEFz6O73-DX9GBId4_J RB?Zwviil3Raz??4tXpwoLggtRXTy4l OO LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 1-6=-20 Concentrated Loads (lb) Vert: 9=-880(F) 8=-880(F) 4- 145(F) 12=-875(F) 13=-880(F) 14= 1292(F) 15=-1339(F) i Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mll•7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPll GuolBy Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnatlonavalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job I Truss Truss Type Qty Ply SASSEVILLE / Q56808 T15902928 75460 GRE HIP GIRDER 1 1 Job Reference (optional) unamoers I russ, Inc., t-ort Fierce, t-L b 24u s uec 6 2u-itl MI I eK mausines, inc. I nu uec z/ l'J:JJ:I u zul d rage i Scale = 1:55.8 4x5 = 3x4 = 2x3 II 3x4 = 45 = 3 19 4 20 21 5 22 23 24 6 25 26 7 3x4 = 3x4 = 5x10 = 3x4 = 3x4 = I i 7.0-0 10-6-6 14.0-0 18-5-10 23.0-0 30-0-0 7-0-0 3-6-6 3-5-10 4-5-10 4-6.-6 7-0-0 Plate Offsets (X,Y) [11:0-5-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC 0.32 Vert(LL) -0.32 10-11 >594 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) 0.21 10-11 >918 240 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight:.146 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 Sp M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc'purlins. BOT CHORD 2x4ISP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4ISP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 5-11: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/lize) 2=788/0-8-0, 11=2235/0-8-0, 8=612/0-8-0 Max Harz 2=129(LC 7) Max Uplift 2=-687(LC 8), 11=-1779(LC 8), 8=-391(LC 8) Max Grav 2=795(LC 17), 11=2235(LC 1), 8=750(LC 37) FORCES. (lb) - M x. Comp./Max. Ten. -All forces 250 (lb) or less except when shown'. TOP CHORD 2-3=-1068/897, 3-4=-883/858, 4-5=-456/661, 5-6= 456/661, 6-7=-834/405, 7-8— 981/402 BOT CHORD 2-12=-693/883, 11-12=-254/301, 10-11=-40/363, 8-10=-222/794 WEBS 5-11=-431/316, 4-12=-736/855, 4-11=-1347/1099, 6-10=-245/582, 6-11=-1236/805 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second. gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; 13=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between thIe bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=687, 11=1779,18=391. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 lb down and 248 lb up at 7-0-0, 111 lb down and 141 lb up at 8-1.1-4, 111 lb down and 141 lb up at 10-11-4, 111 lb down and 141 lb up at 12-11-4, 112 lb down and 132 lb Jup at 14-11-4, 112 lb down and 132 lb up at 16-11-4, 112 lb down and 132 lb up at 18-11-4, and 112 lb down and 132 lb up at 20-1, 1-4, and 237 lb down and 242 lb up at 23-0-0 on top chord, and 330 lb down and 355 lb up at 7-0-0, 84 lb down and 73 lb up at 8-11-4, 84 lb down and 73 lb up at 1.0-11-4, 84 lb down and 73 lb up at 12-11-4, 56 lb down and 72 lb up at 14-11-4, 55 Ib down and 72 lb up at 16-11-4, 55 lb down and 72 lb up at 18-11-4, and 55 lb down and 72 lb up at 20-11-4, and 123 lb down and 112 lb up at :22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Thomas A. Albani PE No.39380 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: n,...,--...t.,.. n-7 nni 0 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required ifor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVrPIl Quality Cdieda, DSB-89 and BCSI Building Component 6904 Parke East Blvd., Safety InfonnaWhovailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 � T15902928 75460 GRE HIP GIRDER 1 1 I Job Reference (optional) Gnamaers I cuss, Inc., - - t-on Fierce, t-L tf.z4u s uec u zui is rvu I eK mausines, inc. i nu uec zi 13::7.7: i e 4u I i3 rage z w ID:m5Q_AcDzoW W FtUk733JIfyoEyK-AwG1 cRfKWwhvEt4lg7nXW?21cugnHo9eH_MYbMy410_ LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 13-16= 20 Concentrated Loads (lb) . Vert: 3=11 32(B) 7=-72(B)12=-330(B)10=55(B)19— 106(B)20— 106(B)21=-106(13)22=-96(B)24=-96(B)25=-96(B)26— 96(B) 27=-61(B) 28=-61(B)29=-61(13) 30=43(B) 31=43(B) 32=43(B) 33=43(B) I . I I I i I I ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not ❑ truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design..Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing. Is always requlredlfor stability and to prevent collapse with possible personal Injury and.property damage, For general guidance regarding the .. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII Qualify Cdteda, DSB49 and BCSI BuBding Component Safety Infonnaflonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. i �" MIT®k" . 6904 Parke East Blvd. Tampa, FL 33610 i Job Truss Truss Type Qty Ply SASSEVILLE /' Q56808 T15902929 75460 GRG Hip Girder 1 1 Job Reference (optional) uhamberS I russ, Inc., I ort tierce, rL tl.24u s uec b ZurG mr r eK mausmes, inc. i nu uec zr 13:JJ:eu zu I o rage i ID:cf451 GWcul fGPiOyu_4LEFz6073-e6gPpngyHEpmsl fUOrJm3CbQXH_KOKxoW e556oy41Nz 3.8-8 6-11.4 11-11-4 16-11-4 20-2-0 23-11.4 25.11-4 3-8-8 3-2-12 5-0-0 .. 5-0.0 3-2-12 3-9-4 2-0-0 Scale = 1:42.8 5x8 = 2 17 18 2x3 11 5x8 _ 19 3 20 21 4 3x5 = 2x3 II .... 3x8 = 2x3 II 3x5 = 1-4 5-0.0 IT o' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.57 Vert(LL) 0.25 7-8 >999 240 MT20 244/190 TCDL 7.0 I Lumber DOL 1.25 BC 0.55 Vert(CT) -0.25 8-10 >999 240 BCLL 0.0 Rep Stress Incr . NO WB 0.40 Horz(CT) . 0.09 5 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MS Weight: 109lb FT=20% LUMBER- BRACING - TOP CHORD- 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-0-15 oc bracing. WEBS 2x4lSP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1677/0-7-4, 5=1794/0-8-0 Max Horz 1=-116(LC 23) Max Uplift 1=-1186(LC 8), 5=-1305(LC 8) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (Ib) or less except when shown. " TOP CHORD 1-2=-3242/2442, 2-3=-3420/2705, 3-4=-3420/2705, 4-5=-3240/2430 BOT CHORD 1-' 0=-2025/2826, 8-10=-2043/2847, 7-8= 2031/2845, 5-7=-2014/2824 WEBS 2-10=-421/622, 2-8=-602/793, 3-8= 602/444, 4-8=-603/783, 4-7= 412/628 NOTES- 1) Unbalanced roofllive loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph'(3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) *.This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between tt'e bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 1=1186, 5=1305i 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 Ib down and 246 Ib up at 6-11-4, 113 Ib down and 141 Ib up at 9-0-0, 111 Ib down and 141 Ib up at 11-0-0, 111 Ib down and 141 Ib up at 12-10-8, and 111 Ib down and 141 lblup at 14-10-8, and 179 Ib down and 246 Ib up at 16-11-4 on top chord, and 330 Ib down and 426 Ib up at 6-11-4, 84 Ib down and 1102 Ib up at 9-0-0, 84 lb down and 102 Ib up at 11-0-0, 84 Ib down and 102 Ib up at 12-10-8, and 84 Ib down and 102 Ib up at. 14=10-8, and 330 Ib down and 426 Ib up at 16-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S).section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=125 Uniform Loads (plf) Thomas A. Albani PE No.39380 Vert: 1-21 -54, 2-4=-54, 4-6=-54; 11-14= 20 MiTek USA, Inc. FL Cert 6634 6004 Parke East Biyd. Tampa FL 33610 Data: December 27,2018 'ontinued o ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCEPAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design..Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always requiredlfor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek` fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlonavollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type a City Ply SASSEVILLE % Q56808 T15902929 75460 GRG Hip Girder. 1 1 Doti Reference (optional) L:namDers I cuss, Inc., rori rlerce, rL 0.49V s uec O LU 1 O IVII 1'CP IIIUUSI b, III I I IU UGU L/ lu.uu.cu cu i o rage c ID:cf451 GWcul fGPiOyu_4LEFz6O73-eBgPpngyHEpmsl fUOrJm3CbQXH_KOKxoW e556oy4INz LOAD CASE(S) Standard Concentrated Loads (lb) Vert:2=1132(F) 4=-132(F) 10=-330(F) 7=-330(F) 18=-106(F) 19=-106(F) 20=-106(F) 21=-106(F) 22=-61(F) 23=-61(F) 24=-61(F) 25=-61(F) i i I i I I I I i i i i ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MX7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for on Individual building component, not � a.truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Bracing p. building design. Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the iTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANStMI1 Quality Cdfeda, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 . I Job Truss Truss Type , Qty • Ply SASSEVILLE / Q56808 T15902930 75460 GRH HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Fierce, I-L 8.24U s uec b zU18 MITex industries, Inc. Thu Dec zr 1 a:sszl 2018 rage 1 I D:cf451 G W cui fG PiOyu_4LEFz6O73-6lOnO7ga2XxdUAEgxYq?cQ8ffhLKlmMxl I rffEy41 Ny -2-0.0 3-6-0 B-4-9 13-1-7 18-0-0 21-6-0 23-6-0 2-0.0 3-6-0 4-10-9 4-8-13 4-10-9 3-6-0 2-0-0 I I Scale = 1:42.0 NAILED NAILED NAILED 4x8 = NAILED NAILED NAILED 2x3 II NAILED 3x4 = NAILED NAILED 4x8 = 6.00 12 3 2021 22 4 23 24 5 25 26 27 28 6 �} 2 7 w �1 I�, a 0 8 6 1 13 29 30 12 31 11 32 10 33 '34 9 x4 = 2x3 II NAILED NAILED 3x10 = 4x6 = 3x4 = NAILED 2x3 II NAILED NAILED NAILED NAILED NAILED I i I NAILED 3-6-0 8-4-9 13-1-7 18-0-0 21-6-0 3.6-0 4-10-9 4-8-13 4-10-9 3-6-0 Plate Offsets (X Y) - [3:0-5-4,0-2-01, [6:0-5-4,0-2-01 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.22 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.25 10-12 >999 240 BCLL 0.0 Rep Stress [nor NO WB 0.46 HOrz(CT) 0.05. 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 102lb FT=20% LUMBER- I BRACING - TOP CHORD2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 I REACTIONS. (lb/size) 2=975/0-8-0, 7=980/0-8-0 Max Horz 2=-75(LC 30) Max Uplift 2=-727(LC 8), 7=-728(LC 8) Max Grav 2=993(LC 36), 7=1008(LC 37) FORCES. (lb) - M x. Comp./Max. Ten. All forces 250 (lb) or less except when shown: TOP CHORD 2-3=-1746/1086, 3-4= 2549/1748, 4-5=-2549/1748, 5=6=-2560/1751, 6-7=-1780/1097 BOT CHORD 2-' 3=-908/1570, 12-13=-916/1582, 10-12=-1652/2592, 9-10=-930/1595, 7-9=-923/1582 WEBS 3-12=-806/1199, 4-12=-299/179, 5-10= 301/174, 6-10=-805/1193 Structural wood sheathing directly applied or 4-4-14 oc purlins. Rigid ceiling directly applied or 5-8-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=72717=728. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) 1) Dead + Roof L Uniform Loads Vert: 1 Concentrated I Vert: (balanced): Lumber Increase=1.25, Plate Increase=1.25 If) = 54, 3-6=-54, 6-8= 54, 14-17=-20 Ids (lb) 3(F) 6=-6(F) 13=4(F) 5— 11(F) 10= 8(F) 9=4(F) 20= 11(F) 22=-11(F) 23=-1'1(F) 24=-11(F) 26=-11(F) 28=-11(F) 30=-8(F) 31=-8(F) 32= 8(F) 33=-B(F) 34=-8(F) Thomas A. Alban! PE No:39380 MiTek USA, Inc. FL Cert 6634 6004 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev, 1WO312015 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not atruss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required1for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVMII Guallty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatbnovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 . Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 T15902931 75460 1 H HALF HIP 1 1 Job Reference (optional) c:hamoers I russ, Inc., i I I j tort tierce, rL o.zvu s uec o zu 10 IVII I eK Inausmes, inc. i nu uec u I d:00:4Z Zu 10 raye I ID:cf451 GWculfGPiOyu_4LEFz6O73-aVy9EThDpr3U5KptVGLEBdgpl5hOUIQ4zxaCBgy4INx 2-0.0 5-6.0 2-0-0 5-6-0 1-0-4 0 4x4 = 3x4 11 3 4 6-6-4 Scale = 1:22.3 Plate Offsets (X Y)= [2:0-0-12 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.21 5-8 >361 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.1.1 5-8 >692 240 BCLL 0.0 Rep Stress Incr . YES WB 0.08 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 32 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 ocpurlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.. REACTIONS. (Ib/I ize) 5=218/0-6-4, 2=365/0-8-0 Max Horz 2=177(LC 12) Max Uplift 5=-179(LC 12), 2=-286(LC 12) FORCES. (lb) - M I x. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3-5=-136/284 NOTES- 1 1) Unbalanced roofl live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(?)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 5-6-0, Extedor(2) 5-6-0 to 6-4-8 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 I 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanilcal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=179, 2=286. i Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 1 Date: December 27,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, The building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated,is To prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required1for stability and To prevent collapse with possible personal injury and property damage. For general guidance regarding The fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUVII Quality Cdtoda, DSB49 and SCSI BuIlding Component Safety Informationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, i MiTek` 6904 Parke East Blvd.. Tampa, FL 33610 Job Truss Truss Type City Ply SASSEVILLE / Q56808 4 T15902932 75460 H1 MONOPITCH 1 1 Job Reference (optional) Chambers I russ, Inc., Fort Fierce, I-L i i 2-0.0 6.z4u S UeC b zul tj MI I eK InaUSmeS, Inc. I nu Uec zi i o:sJ:zz zul is rage i ID:cf451 G W cul fGPiOyu_4LEFz6O73-aVy9EThDpr3U5KptVGLEBdgof5hl UJk4zxaCBgy41Nx 6-6-4 3x4 11 3 Scale = 1:24.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES: GRIP TCLL 20.0 Plate Grip DOL ..1.25 TC 0.40 Vert(LL) 0.23 4-7 >331 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -b.12 4-7 >628 240 BCLL 0.0 Rep Stress Incr . YES WB 0.00 Horz(CT), -0.00 2 n/a n/a BCDL 10.0 i Code FBC2017ITP12014 Matrix -MP Weight: 29 lb FT = 20% 1 LUMBER- BRACING - TOP CHORD 2x4ISP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 ocpurlins, BOT CHORD 2x41SP M 30 except end verticals. WEBS 2x4ISP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/'size) 4=218/0-6-4, 2=365/078-0 Max Horz 2=194(LC 12) Maz Uplift 4=-187(LC 12), 2=-278(LC 12) FORCES. (lb) - M I x. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-4— 151/280 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and. C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 6-4-8 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for alive load. of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide: will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=187, 2=278. l Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL33610 Date: December 27,2018 Q WARNING - Verify design parameters and READ NOTES ON. THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a.truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always requiredlfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPl1 Quality Criterh, DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. Safety Infomratlohovallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. i Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 I t T15902933 75460 J1 JACK -OPEN 18 1 Job Reference (optional) Unambers I russ, Inc., I t-on Fierce, rL - tS.z4u s UeC 6 zU1 b MI I eK Inauslnes, inc. Intl uec zr 1J:JJ:z3 zul tS rage 1 ID:cf451 GWculfGPiOyu_4LEFz6O73-2hWXRoira9BLjUO33zsThrDujV59Dm_ECbKlj7y4INw -2-0-0 1-0-0 2-0-0 1.0-0 Scale = 1:9.5 0 Plate Offsets (X Y) ,- [2:Edge,0-0-4] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horc(CT), 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) -0.00 7 >999 240 Weight: 7lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 ocpurlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-30/Mechanical, 2=265/0-8-0, 4=-50/Mechanical Max Harz 2=84(LC 12) ZUplift 3=-30(LC 1), 2=-266(LC.12), 4=-50(LC 1) Grav 3=50(LC 12), 2=265(LC 1), 4=78(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C. Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between ttie bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb) 2=266. Thomas A. Alban! PE N6.39380 MiTek USA, Inc: FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: ®WARNING - Ver),fy desigd parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mtfek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not _ a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVMII Quality Cdferla, DSB-89 and BCSI Butiding Component 6904 Parke East Blvd. Safety Informatlanavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. i Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 T15902934 75460 J1A Jack -Open 2 1 i Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL I I 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:33:24 2018 Page 1 ID:m5Qw_AcDzoW W FtUk733JIfyoEyK-Wt4wf8jTLSJCLeyFdgNiD2mE7vTayDENRF3JFZy4INv 1-0-0 1-0-0 Scale = 1:7.0 3x4 = 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017fTPI2014 Matrix -MP Wind(LL) 0.00 6 >999 240 Weight: 3lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x4ISP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=37/0-8-0, 2=20/Mechanical, 3=16/Mechanical Max Harz 1=20(LC 12) Max Uplift 1= 7(LC 12), 2=-13(LC 12), 3=-5(LC 12) Max' Grav 1=37(LC 1), 2=21(LC 17), 3=16(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. I NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has Been designed for a live load of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between ttie bottom chord and any other members. 4) Refer to girder(s), for truss to truss connections.. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. I Thomas A. Albani PE No.36380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: nerennhar 97 9f11 R WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing r MiTek' Is always requlredifor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTP11 Quality Cdtodo, DSB-89 and BCSI BuOding Component 6904 Parke East Blvd. Safety Infonnatlonavollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. i Tampa, FL 33610 Job i Truss Truss Type Qty Ply SASSEVILLE / Q56808 * ` T15902935 75460 J2 Jack -Open 1 1 Job Reference (optional) uriambers I russ, Inc., fort Fierce, hL ill 3x4 = d.Z4U S Uec b ZUlts MI I eK Inausines, Inc. I nu Uec Z/ i o:U3:Z4 ZU7 t5 rage i ID:cf451 GWculfGPiOyu_4LEFz6O73-Wt4wfBjTLSJCLeyFdgNiD2mBOvQMyDENRF3JFZy4INv 3.0-0 3.0-0 Scale: 1 °=l' LOADING (psf) i SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATESGRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 3-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 : Vert(CT) -0.01 3-6 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.01. 3-6 >999 240 Weight: 10lb . FT=20% LUMBER- BRACING - TOP CHORD 2x41SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4�SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=109/0-8-0, 2=69/Mechanical, 3=40/Mechanical Max Horz 1=60(LC 12) Max Uplift 1=-23(LC 12), 2=-49(LC 12), 3=-6(LC 12) Ma'x Grav 1=109(LC 1), 2=71(LC 17), 3=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s), for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.100 lb uplift at joint(s) 1, 2, 3. Thomas A. Albani PE No.38380 MiTek USA, Inc: FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mfrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing. MiTek' Is always requiredjfor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see/WSVIPII Quality Cdteda, DSB-89 and III Building Component 6904 Parke East Blvd. Safety Infonnatlonavalloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 i Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 I � � T75902936 75460 J2A Jack -Open. 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Fierce, FL I I I 1 i b.24U S Uec 6 ZU11:3 MI I eK Inausrrles, Inc. I nu Uec x1 1 d:SS:Zb ZUl is Fage 1 ID:m5Qw_AcDzoW W FtUk733JIfyoEyK-_4elsUk56mR3yoXSAOuxmGlMplmingTXgvpso?y41Nu 2-11-4 2-11-4 Scale:l"=1' . 3x4 = 2-11-4 2-11-4 I LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.21 Vert(LL) -0.00 3-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.01 3-6 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.01 3-6 >999 240 Weight: 9lb FT=20% LUMBER- BRACING - TOP CHORD 2x4ISP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4;SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=106/0-7-4, 2=68/Mechanical, 3=39/Mechanical Max Harz 1=58(LC 12) Max Uplift 1=-22(LC 12), 2=-49(LC 12), 3=-5(LC 12) Max Grav 1=106(LC 1), 2=70(LC 17), 3=52(LC 3) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (Ib) or less except when shown. i NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has.been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)�for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1,. 2, 3. i Thomas A. Albani PE No.39380 MiTekUSA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: r)nnomhor 07 001 A' ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. f0/0312015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use; the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always requiredlfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses'ond truss systems, seeANSIMIt Quality Criteria. DSB-89 and SCSI BuBding Component 6904 Parke East Blvd. Safety Informatlooavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. I Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 x T15902937 75460 J3 JACK -OPEN 18 1 Jab Reference (optional) unambers I russ, Inc., Fort Fierce, FL 8.24U S Uec 6 2U18 MI I eK Industries, Inc. I nu Uec 2/ 13:33:2b 2U18 rage 1 ID:cf451 GWculfGPiOyu_4LEFz6O73-_4elsUk56mR3yoXSAOuxmGIECImBhgTXgvpso?y41Nu -2-0-0 3-0-0 2-0-0 3-0-0 6 Scale = 1:14.6 Plate Offsets (X,Y) [2:Edge,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) . I/dell. Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.76 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr . YES WB 0.00. Horz(CT) -0.00 3 n/a n/a BCDL 10.0 i Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.01 4=7 >999. 240 Weight: 13lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (III size) 3=50/Mechanical, 2=259/0-8-0, 4=19/Mechanical Mai Horz 2=124(LC 12) Max Uplift 3=-34(LC 9), 2=-226(LC 12), 4=-30(LC 9) Max Grav 3=50(LC 1), 2=259(LC 1), 4=47(LC 3) FORCES. (lb) - MI x. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 2-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in' all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit, between the bottom chord and any other members. 4) Refer to girder(s), for truss, to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb) 2=226. I I i Thomas A. Albani PE No.36380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 'WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE'MIF7473 rev. 1010312015 BEFORE USE. ° Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design.. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing l I VlT ek° MiTek' is always requlred1for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIAPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salaty Inlorrnatlonavalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply SASSEVILLE / Q56808 I ` T15902938 75460 J3A Jack -Open 7 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:33:26 2018 Page 1 ID:cf451 GW cui fGPiOyu_4LEFz6O73-TGBg4gkjt4Zway6ek5PAJTrPyi67Q7jguZYQKSy4INt -2-0-0 3-6.0 2-0-0 1 1 Scale = 1:15.8 3-6.0 Plate Offsets (X Y)-- [2:0-0-8 Edge] I LOADING (psf) i SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.01 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017[rP12014 , Matrix -MP Wind(LL) -0.01 4-7 >999 240 Weight: 15lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/Size) 3=65/Mechanical, 2=272/0-8-0, 4=28/Mechanical Max Horz 2=134(LC 12) Max Uplift 3=-38(LC 12), 2=-180(LC 12) Max Grav 3=70(LC 17), 2=272(LC 1), 4=57(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. I NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 3-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between ttie bottom chord and any other members. 4) Refer to girder(s)' for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=1b) 2=180. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 ®WARNING - Veri/y I design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. -- ° Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for on Individual building component not a.truss system. Before use; the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIMII Quality CrIfedo, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Inlonnatlorrovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 t T15902939 75460 J4 Jack -Open 9 1 Job Reference (optional) unambers I russ, Inc., t-on coerce, I-L 0 mz4u s uec O eu I c IVa I eK InUUSmes, mu. 1 r lu ueu zl I o:aa:z0 eu I o rdye I ID:m5Qw_AcDzoW W FtUk733JIfyoEyK-TGBg4gkjt4Zway6ek5PAJTrPyi3SQ7jguZYQKSy4INt 4-9.0 4-9.0 w-s-u 4-9.0 Gb N Scale = 1:18.9 , LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.04 4-7 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.04 4-7 >999 240 Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with -Stabilizer Installation guide. REACTIONS. (lb/size) 3=100/Mechanical, 2=310/0-8-0, 4=49/Mechanical Max Harz 2=160(LC 12) Maz Uplift 3— 66(LC 12), 2— 179(LC 12) Max Grav 3=105(LC 17), 2=31O(LC 1), 4=82(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. All forces 250 (lb) or less except when shown. I NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 4-8-4 zone;C-C for members and fofces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0=O wide will fit between the bottom chord and any other members. 4) Refer to girder(s)' for truss to truss connections. 5) Provide mechanilca] connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at=lb) 2=179. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Iler•amhr 079r11 C , WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MIP7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always mqulredlfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII Quality Criteria, DS049 and SCSI Building Component 6904 Parke East Blvd.. Safety InformatIchavollable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 • T15902940 75460 J5 JACK -OPEN 11 1 Job Reference (optional) L,namoers I russ, Inc., ran rierce, rL I 1 mequ s Liec o zui a MI I eK lnausmes, Inc. 1 nuuec u 1 J:00:ef Zu I S rage 1 ID:m5Qw_AcDzoW W FtUk733JlfyoEyK-xS12HAILdNhmC5hglpxPrhOYk6J49azg7Dlzsuy4lNs 2-0-0 5-0-0 2.0-0 5-0-0 m 0 N Scale = 1:19.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (!oc) I/defl Ud PLATES GRIP TCLL20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.11 4-7 >512 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 19lb FT=20% LUMBER- BRACING - TOP CHORD 2x4!SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4!SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/;size) 3=107/Mechanical, 2=317/0-8-0, 4=52/Mechanical Maz Horz 2=165(LC 12) Max Uplift 3=-82(LC 12), 2=-251(LC 12), 4=-56(LC 9) Max Grav 3=107(LC 1), 2=317(LC 1), 4=85(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 4-11-4 zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between tale bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections.. 5) Provide mechaniiCal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb) 2=251. i i Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. December 27,2018 Q WARNING - Venry design parameters and READ NOTES OMTHIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required1for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSV1P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Infomfatlahovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type e` Qty Ply SASSEVILLE / Q56808 T15902941 75460 J5A Jack -Open 1 1 Job Reference (optional) cnamoers i russ, inc., ran rierce, rL I 1 3x4 = mz4u s uec o zu1 u mi i eK inausmes, inc. i nu uec zi i o:aa:zr zu i u rage i I D:m5Qw_AcDzoW W FtUk733Jlfyo EyK-xS12HAl LdNhmC5hglpxPrhOa56LG9azg7Dlzsuy4lNs 5-0-0 5.0-0 Scale = 1:17.9 5-0.0 5-0-0 w 0 N LOADING (psf) i TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.74 BC 0.66 WB 0.00 Matrix -MP 'DEFL. in Vert(LL) -0.03 Vert(CT) -0.07 Horz(CT) -0.00 Wind(LL). 0.06 (loc) I/defl Ud 3-6 >999 360 3-6 >899 240 2 n/a n/a 3-6 >929 240 PLATES GRIP MT20 244/190 Weight: 16lb . FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4ISP No.3 BOT CHORD Rigid ceiling directlyapplied:or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=183/0-8-0, 2=118/Mechanical, 3=65/Mechanical Max Horz 1=100(LC 12) Max Uplift 1=-39(LC 12); 2=-85(LC 12), 3=-6(LC 12) Max Grav 1=183(LC 1), 2=122(LC 17), 3=90(LC 3) I FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- I 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between ttie bottom chord and any other members. 4) Refer to girder(s), for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.100 lb uplift at joint(s) 1, 2, 3. I Thomas A. Albani PE No.39380 MiTek USA, Inc; FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. I December 27,2018 ® WARNING - Venty design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not DUE" a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design. Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ��� MiTek' Is always required1for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the storage, delivery, erectionusses truss systems, exxannd IQuality Ateda, DSB 89 and BCSI BuBdlnp Component r8 6904 East Blvd. Safety Informalbno alloblfabrication, Truss s Plate Inost tutte, 21of e from312, Aland N. Lee Street, Suit a, VA 22314 i Tampa, FLe 3361 p Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 ` T15902942 75460 J7 JACK -OPEN 24 1 Job Reference (optional) l;namoers truss, Inc., rOri meme, t-L t1.Z4U S Uec U ZU 1 t5 IVII I eK IMUSrrteS, me. i nu Uee ei ii;oo:ZC Zu I c rage I I D:cf451 G W cui fG PiOyu_4LEFz6O73-PfJQU W mzOhgdpFG1 sW SeOuwnH W ioui DzMt1 W OKy4l Nr -2-0.0 7-0-0 2-0-0 7-0-0 Scale: 1/2"=1' 2 7-0-0 7-0-0 Plate Offsets (X Y)--.- [2:0-5-8 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.58 Vert(LL) 0.34 4-7 >245 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.17 4-7 >481 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight: 26lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD I REACTIONS. (lb/aize) 3= 1 60/Mechanical, 2=385/0-8-0, 4=8 1 /Mechanical Max Harz 2=205(LC 12) Max Uplift 3— 126(LC 12), 2=-289(LC 12), 4=-82(LC 9) Max' Grav 3=160(LC 1), 2=385(LC 1), 4=124(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. I Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; 13=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 6-11-4 zone; porch left and right exposetl;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between * bottom chord and any other members. 4) Refer to girder(s), for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=126, 2=289. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: n—n—K r 77 OM A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIP7473 rev, 10/0=015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �' atruss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall to building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �q Is always required1for stability and to collapse with possible personal Injury and property damage. For general guidance regarding the IVI�Tek` fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVFPII Quality CrBedo, DSB-89 and BCSI BuOding Component 6904 Parke East Blvd. Safety Infonnatlonavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. i Tampa, FL 33610 Job Truss Truss Type Cty I Ply SASSEVILLE / (Q56808 • T15902943 75460 VA JACK -OPEN 5 1. Job Reference (optional) cnamoers i russ, inc., ran rlerce, rL 0.4'4a S Utlo o Cu 10 IVII 1 dR H WUbillub, InU. 11 Iu UUU L/ 1 J.00— — 10 rayu 1 I D:cf451 G W cul fG PiOyu_4LEFz6O73-trtpisnc9?yU RPrDPEztw6T_hwx_dUT6aXn4xmy4l Nq -2-0-0 7-0-0 2-0-0 1 7-0-0 5-4.0 Scale: 1/2"=l' I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.04 5-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.07 5-8 >941 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix -MP. Wind(LL) 0.13 5-8 >497 240 Weight: 26lb FT=20% i LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except (jt=length) 2=0-8-0, 5=0-8-0. (Ib) . Max Horz 2=205(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 4 except 3=-117(LC 12), 2= 250(LC 12), 5=-144(LC 9) Max Grav All reactions 250 lb or less at joint(s) 3, 4, 5 except 2=342(LC 1) FORCES. (lb) - MI x. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. I NOTES- 1) Wind: ASCE 7-1;0; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl.; GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 6-11-4 zone; porch left and right exposed;C-C for:members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between tAe bottom chord and any other members. 4) Refer to.girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=117, 2=250, 5 1 L144. I Thomas A. Alban! PE N6.39380 MiTek USA, Inc: FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 I ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a.truss system. Before use; the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'. Is always required, for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPl1 GualBy Criterla, DSB-89 and SCSI BuOding Component 6904 Parke East Blvd. Safety Informatlohovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 T15902944 75460 KJ4 Diagonal Hip Girder 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:33:29 2018 Page 1 ID:cf451 GWcul fGPiOyu_4LEFz6O73-trtpisnc9?yURPrDPEztwBT1 Fw64dUT6aXn4xmy41Nq -2-9-15 2-7-14 4-10-10 2-9-15 2-7-14 2-2-12 NAILED 4-10-10 Scale = 1:15.5 1� 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL. 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.09 4-7 >638 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26. Vert(CT) 0.05 4-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 1 Code FBC2017/TP12014 Matrix -MP Weight: 20lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied'or 4-10-10 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ito/size) 3=81/Mechanical, 2=296/0-10-15, 4=21/Mechanical Max Horz 2=133(LC 8) Max Uplift 3=-73(LC 5), 2— 301(LC 8), 4=-68(LC 5) M4 Grav 3=113(LC 28), 2=392(LC 28), 4=108(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between ttie bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=301. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=51(1`=25, B=25) 9=-7(F=-4, B=-4) 10=72(F=36, B=36)-11=-2(F=-1, B=-1) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 Q WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED M/7EK REFERANCE PAGE MIP7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual bullding component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M ffek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVFPll Quality Cdtedo, OSB-89 and BCSI BuBding Component 6904 Parke East Blvd. Safety Informationovalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job i Truss Truss Type City Ply SASSEVILLE / Q56808 ' T15902945 75460. KJ6 Diagonal Hip Girder 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 2713:33:30 2018 Page 1 ID:m5Qw_AcDzoW W FtUk733JIfyoEyK-L1 RBvCnEwl4L3ZQPzxU6TJOC?JUjMwUGpBWdTDy41Np -2-9-15 3-6-6 -- 6-7-14 2-9-15 3-6-6 3.1-6 I Scale = 1:18.5 6-7-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 2 I.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.03 7-10 >999 240 MT20 244/190 TCDL 7,0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.01 7-10 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.08 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 I REACTIONS. (lb/size) 4=76/Mechanical, 2=394/0-10-15, 5=128/Mechanical Max Horz 2=158(LC 8) Max Uplift 4=-54(LC 8), 2=-308(LC 8), 5=-71(LC 5) Max Grav 4=82(LC 17), 2=422(LC 28), 5=162(LC 28) i FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-430/127 BOT CHORD 2-7=-163/324, 6-7=-163/324 WEBS 3 6=-356/179 NOTES- 1) Wind: ASCE 7- II; Exp B; Encl., 2) This truss has t 3) * This truss has will fit between 1 4) Refer to girder(: 5) Provide mechal 2=308. 6) "NAILED" indim 7) In, the LOAD Cl LOAD CASE(S) St 1) Dead +,Roof Livf Uniform Loads (F Vert: 1-4 Concentrated Lo! Vert: 11 I I Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. Cpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 :n designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. een 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 bottom chord and any other members. for truss to truss connections. oat connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb) 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. S) section, loads applied to the face of, the truss are noted as front (F) or back (B). (balanced): Lumber Increase=1.25, Plate Increase=1.25 t, 5-8=-20 (lb) B) 12=-1(F) 13=29(F=-7, B=36) 14=-8(F=-11, B=3) Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: n r. .n-7nni0 & WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 51II-7473 rev. IOIOWO15 BEFORE USE. ter• Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Info the overall building design. Bracing indicated is to prevent buckling of Individual Truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and. property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVFPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnatlohavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply SASSEVILLE / Q56808 � • T15902946 75460 I KJ7 DIAGONAL HIP GIRDER 5 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 Mltek Industries, Inc. I hu Uec 27 13:33:31 2ul8 rage 1 ID:m5Qw_AcDzoW W FtUk733JIfyoEyK-pE?Z7XoshcCCgj?bXf?LOXYNkjo_5LnP2rGA?fy41No 2-9-15 5-10-8 9-10-1 2-9.15 5-10-8 3-11-9 Scale: 1/2"=1' a Y 0 5-10-8 5-10-8 9-10-1 3-11-9 Plate Offsets KY)-. ' [2:0-1-1 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.09 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) 0.05 7-10 >999 240 BCLL 0.0 * Rep Stress Incr NO WB , 0.20 HOrz(CT) -0.01 . 5 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 43 lb FT = 20 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=99/Mechanical, 2=461/0-10-15, 5=297/Mechanical Max Horz 2=204(LC 8) Max Uplift 4=-72(LC 8), 2=-495(LC 8), 5=-295(LC 8) Max Grav 4=103(LC 17), 2=524(LC 28), 5=297(LC 1) I FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-527/421 BOT CHORD 2-7=-465/463, 6-7= 465/463 WEBS 3-7=-203/257, 3-6=-535/538 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing, be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=495, 5=295. 11 6) "NAILED" indicates 3-1 Od (0.148"x3") or2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 11 51(F=25, B=25) 13=-61(F=-30, B= 30) 14=72(F=36, B=36) 15=6(F=3, B=3) 16= 47(F=-24, B= 24) Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 I ® WARNING - ven ry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. * Design valid for use only with MiTekD connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required] for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSV711 Quality Cdtodo, DS1111-69 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 1 t T15902947 75460 KJE DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, inc., Pon Pierce, FL -2-9-15 5-1-9 ID:m5Qw_AcDzo 3.e4V s Dec 6 Zara IVII 1 eK II rUUsrrles, Illc. 1 Ilu UUU Z/ 10:00:04 Za 10 rdye r WFtUk733JIfyoEyK-HQZxKtpUSwK3Itao5MWaYk5YU785gghZHV?kY5y41Nn 7-5-12 9-10-1 2-9.15 5-1-9 2-4-3 2-4-5 - Scale = 1:25.7 NAILED 4 NAILED I6 2x3 11 4.24 F12 NAILED NAILED 11 " m NAILED m i NAILED 10 I 2 13 14 1 NAILED NAILED 15 6 5 3x4 = NAILED NAILED 2x3 11 NAILED 4-1-3 7-5-12 9-10-1 4-1-3 3-4-9 2-4-5 Plate Offsets (X,Y)- [2:0-0-13,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) BCLL I * 1 Rep Stress Incr NO WB 0.10 Horz(CT) BCDL 11 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4� SP M 30 BOT CHORD WEBS 2x4lSP No.3 i I REACTIONS. All bearings Mechanical except Qt=length) 2=0-10-15, 6=0-11-5. (lb) - Mak Harz 2=204(LC 8) Marx Uplift All uplift 100 lb or less at joints) 4, 5 except 2=-364(LC 8), 6=-513(LC 8) MaIx Grav All reactions 250 lb or less at joint(s) 4, 5 except 2=407(LC 28), 6=536(LC 1) i FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3;6=-385/328 lin (loc) I/defl Ud PLATESGRIP 0.11 6-9 >814 240 MT20 244/190 0.08 6-9 >999 240 0.00 2 n/a n/a NOTES- 1) Wind: ASCE 7-1�0; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B= II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate g 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loadE 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangl will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift al 2=364, 6=513. 1 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (Ib) Vert: 10 51(F=25, B=25) 12=-61(F=-30, B=-30) 13=72(F=36, B=36) 14=6(F=3, B=3) 15=-24(F) I Weight: 38 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 5ft; L=24ft; eave=4111; Cat. p DOL=1.60 3-6-0 tall by 2-0-0 wide 4, 5 except (jt=lb) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev, f0/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required, for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIM111 Quality Criteria, DS111-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatioinovalloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply SASSEVILLE / Q56808 T15902948 75460 MV2 Valley 4 1 Job Reference optional tinamuers I russ, Inc., ron rrerce, r� i s uec b ZU 10 IVII I eK Inausines, Inc. I nu uec Zr IJ:JJ:34 eu r a rage I :ul fGPiOyu_4LEFz6O73-EpgilZrk_XanXAjACnZ2d9AwnxtlllirkpUrc_y4lN1 2-0-0 2 6.00 12 1 � 3x4 i 3 Scale = 1:7.8 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n(a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n�a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0. 0 2 n/a n/a BCDL 10.0 Code FBC2017fTPI2014 Matrix-P Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. . . MiTek recommends that Stabilizers and required cross bracing j be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=51/2-0-0, 2=37/2-0-0, 3=14/2-0-0 Max Harz 1=28(LC 12) Max Uplift 1=-11(LC 12), 2=-29(LC 12) Mai Grav 1=51(LC 1), 2=39(LC 17), 3=28(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B= 5ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle3-6-0 tall by 2-0-0 wide will fit between tie bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building deigner should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. I I Thomas A. Albani PE NoA9380 MiTek USA, Inc. FL Ceti 6634 6904 Parke East Blvd. Tampa FL 33610 Date: . December 27,2018 ®'WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev, 10 015 BEFORE USE,�� Design valid for use only with MfTek® connectors. This design Is based only upon parameters shown, and is for an individ bullding component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent.buckling of individual truss web and/or chord members only.. Additional temporary and permanent bracing MiTek" Is always required, for stability and to prevent collapse with possible personal Injury and property damage. For general guidance fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Cdtedo, DSB-89 and regarding the BCSI Building Component 6904 Parke East Blvd. Safety Informatlonovollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56808 a T15902949 75460 I MV4 Valley 4 1 Job Reference (optional) Chambers 1 russ, Inc., tort tierce, t-L I I I I i I i I I i 1 8.24o S Uec 6 2Ulb MI I eK Inaustries, Inc. I nu uec z/ l J:JJ:3a ZUl u rage i ID:cf451 GWc 1 fGPiOyu_4LEFz6O73-i?E4yvrMlrie9KINmU4HANjOxKAH1 Cy?zTE08Qy41Nk 4-0-0 4-0-0 Scale = 1:12.8 2 3x4 11 6.00 F12 3 I 3x4 ;7- 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n(a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n(a n/a 999 BCLL 0.0 ` 1 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 14lb FT=20% LUMBER- BRACING - TOP CHORD 2X4,SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP NO.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Inetnllnfinn r„drle REACTIONS. (Ib/size) 1=120/4-0-0, 3=120/4-0-0 Max Harz 1=66(LC 12) M4 Uplift 1=-26(LC 12), 3=-59(LC 12) Mai Grav 1=120(LC 1), 3=123(LC 17) FORCES. (lb) - Mi x. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-1,0; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between tie bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: . December 27,2018 0 WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev, 1Oro3/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Addltlondl temporary and permanent bracing . MITek• Is always required, for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quo? Cdterla, DSB-69 arid BCSI Buading Componont' 6904 Parke East Blvd. - Safety Informatbanovallable from Truss Plate Institute, 2.18 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply SSEVILLE / Q56808 i T15902950 75460 MV6 Valley: 3 1. Job Reference (optional) L;namoers I russ, Inc., I I I I I t-on rlerce, t-L 4 1 3x4 I 6.0b F12 5 3.z4U s uec a zU1 a MI I eK Inausmes, Inc. I nu uec zr i a:jj:ao zui 6 rage i ii fG PiOyu_4LEFz6O73-i?E4yvrMl rie9Kl NmU4HANj 1 wK401 Cy?zTE08Qy4l Nk 3x4 II 2 3 3x4 11 Scale = 1:18.6 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a n/a 999 MT20. 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) n%a n/a 999 BCLL 0.0 Rep Stress Incr YES WB '6.00 Horz(CT) 0. 0 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:21 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=194/6-0-0, 3=194/6-0-0 Max Horz 1=106(LC 12) Max Uplift 1=-42(LC 12), 3=-95(LC 12) Max Grav 1=194(LC 1), 3=198(LC 17) 1 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2 3=-146/273 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B= 5ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 5- 0-4 zone;C-C for members and for1ces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangl 3-6-0 tall by 2-0-0 wide will fit between t1le bottom chord and any other members. 5) Provide mechanilcal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Thomas A. Alban! PE No.36380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1&1 e Design valid for usonly with MTek® This design is based Is for individLal 312016 BEFORE USE. building connectors. only upon parameters shown, and an a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate building design. Bracing indicated is to prevent buckling of Individual Truss web and/or chord members only. Additiono component not this design Into the overall temporary and permanent bracing Id1T 1 MiTek' 8k' Is always requlredlfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVW11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnaflonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply SASSEVILLE / Q56608 T15902951 75460 MVB Valley 3 1 Job Reference (optional) chambers I russ, Inc., hon coerce, FL Lou s uec b zul t1 MI I eK mausines, mc. I nu uec zt IA:dd:d0 zu I a raye 1 I D:cf451 GW cu1 fC�PiOyu_4LEFz6O73-ABoSAFs? W BgVnUtZKCbXjaFCW kW EmeT8B7zxhsy4lNj 8-0.0 o-u-v I 3x4 11 I 3 I I 6.00 F12 I 2x3 11 2 6 I i i I i 3x4 2x3 I 43x4 II I I I Scale = 1:25.3 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n(a n/a 999 MT20 244/190 TCDL 7.0 1 Lumber DOL 1.25 BC 0.22 Vert(CT) n a n/a 999 BCLL 0:0 ` 1 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017(rPI2014 Matrix-.P Weight:31 lb FT=20 LUMBER- 1 BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or.10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=89/8-0-0, 4=111/8-0-0, 5=336/8-0-0 Max Harz 1=147(LC 12) Max Uplift 4=-55(LC 12), 5=-165(LC 12) Maz Grav 1=89(LC 1), 4=114(LC 17), 5=344(LC 17) FORCES. (lb) - MI x. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-263/117 WEBS 2 5=-253/376 I NOTES- 1) Wind: ASCE 7-110; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 7-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing.. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Ot=lb) 5=165. i I Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfFEK REFERANCE PAGE 114II-7473 rev. 10/03/2015 BEFORE USE. " Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addition this design Into the overall temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVrPl1 Quality Cdteda, DSB-89 a d SCSI Building Component 6904 Parke East Blvd. Safety Infonnatbnovalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply SASSEVILLE / Q56808 J. � T15902952 75460 MV10 Valley 2 1 Job Reference (optional) Chambers 1 russ, Inc., tort Fierce, 1L S uec 0 eU 10 rvrr r.eK 11MUSIneS, Irla. I Ilu uec G/ I o:0a:o0 eu 10 rays I 1 3x4 i 6 ID:cf451 10-0-0 10-0-0 6.00 12 2x3 11 7 2 / 5 2x3 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) n TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) n BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.( BCDL 10.0 Code FBC20171rP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x41SP NO.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4ISP No.3 REACTIONS. (lb/size) 1=124/10-0-0, 4=145/10-0-0, 5=414/10-0-0 Max Horz 1=188(LC 12) Maio Uplift 4=-72(LC 12), 5=-203(LC 12) Max Grav 1=124(LC 1), 4=149(LC 17), 5=424(LC 17) i FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-280/128 WEBS 2-5=-308/390 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 9- members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord.live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectanglE will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at 5=203. 3x4 11 3 4 3x4 11 (loc) I/defl Ud PLATES GRIP n/a 999 MT20 244/190 n/a .999 4 n/a n/a Scale.=.1:30.0 Weight: 40 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 5ft; L=24ft; eave=4ft; Cat. 0-4 zone;C-C for 3-6-0 tall by 2-0-0 wide oint(s) 4 except at=lb) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1 a(03/2015 Design valid for usle only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individtial a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorpor building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional Is always required, for stability and to prevent collapse with possible personal injury and property damage. For general guidance fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteria, DSB-89 and Safety Informatbhovolloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. BEFORE USE. building component, not ite this design Into the overall temporary and permanent bracing regarding the . BCSI Building Component �^ i�Y■ MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type i city Ply SASSEVILLE / Q56808 T15902953 75460 MV12 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., tort Nlerce, FL I i I I I I 12-0-0 6.00 12 2x3 11 2 6 1 5.z4u S Uec 0 4U 10 IVIr r eK rnuu5uiub, mu. I rlu Ueu Cr rJ:JJ:JJ 4u 1 D raye 1 _ I fGPiOyu4LEFz6O73-Ic7JYDg6DDSww08_e31 p5ydj_XQ9ZHbiV91H4Yy41Nm 7 3x4 11 3 Scale = 126.2 3x4 G 5 6 43x4 II I I 2x3 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) n/a n/a 999 BCLL ' 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0. 0 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 48lb FT=20% LUMBER- I BRACING - TOP CHORD 2x4� SP M 30 TOP CHORD BOT CHORD 2x4� SP No.3 WEBS 2x4�SPNo.3 BOTCHORD OTHERS 2x4�SP No.3 I REACTIONS. (lb%size) 1=153/12-0-0, 4=174/12-0-0, 5=505/12-0-0 Max Harz 1=229(LC 12) Mai Uplift 4=-86(LC 12), 5=-249(LC 12) Maio Grav 1=153(LC 1), 4=249(LC 17), 5=559(LC 17) FORCES. (lb) - MI x. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 300/149 WEBS 2i5=-375/400 NOTES- 1) Wind: ASCE 7-1�0; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7, Interior(l) 3-7-7 to 11 members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing.. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20:Opsf on the bottom chord in all areas where a rectanglE will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at 5=249. Structural wood'sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. L=24ft; eave=4ft; Cat. 4 zone;C-C for 3-6-0 tall by 2-0-0 wide 4 except Qt=lb) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33616 Data: December 27,2018 ®'WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10%0&2015 BEFORE USE: ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individ al building component not a:truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVMII Quality Criteria, DSB-89 cod SCSI Building Component 6904 Parke East Blvd. Safety Informatldnavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1 Tampa, FL 33610 Job Truss Truss Type city Ply SASSEVILLE / Q56808 + T15902954 75460 MV13 GABLE 1 1 Job Reference (optional) Gnamoers I russ, Inc., rOR rlerce, rL 13-10-8 8.240 s Dec 5 2U18 MI I ek Industries, Inc. I hu Dec 2/ 13:33:34 2U18 rage 1 ID:cf451 GW cut fGPiOyu_4LEFz6O73-EpgilZrk_XanXAjACnZ2d9Av8xrxlk3rkpUrc_y41N1 3x4 11 4 8 6.00 12 2x3 I 3 2x3 11 2 1 3x4 -55- 7 6 5 2x3 11 2x3 I 3x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. i TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n% TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n� BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.0 BCDL 10.0 Code FBC2017ITP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4ISP N0.3 BOT CHORD OTHERS 2x41SP No.3 . I REACTIONS. All bearings 13-10-8. (lb) - Max Horz 1=267(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5 except 6=-200(LC 12), 7=-163(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 6=507(LC 17), 7=331(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-368/180, 2-3=-255/120 WEBS 3-6=-307/335, 2-7= 248/290 NOTES- 1) Wind: ASCE 7-10; Vult=165mph:(3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=2 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-7-7 to 3-10-8, Interior(1) 3-10-8 to members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loadsl 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at j 6=200, 7=163. 1 (loc) I/defl Ud PLATES GRIP n/a 999 MT20 244/190 n/a 999 5 n/a n/a Scale = 1:41.5 Weight: 60 lb FT = 20% Structural wood: sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. L=24ft; eave=4ft; Cat. 1-12 zone;C-C for 3-6-0 tall by 2-0-0 wide oint(s) 5 except Qt=lb) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 ® WARNING - Vedly deSlgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. f0/=015 BEFORE USE. ' Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporpte this design Into the overall building design. Biacing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional Is always required for stabllity and to prevent collapse with possible personal Injury and property damage. For general gjidance temporary and permanent bracing regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII Quality Cdtedo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnafloriovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x, y /4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides Of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth, TOP CHORDS diagonal or X-bracing, is always required. See BCSI. CI-2 c2-3 2. Truss bracing must be designed by an engineer. For 0 WEBS 4 wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I c m bracing should be considered. 0 of b Ustack 3. Never exceed the design loading shown and never materials on inadequately braced trusses. 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate plates 0-1/id'from outside c7-8 cs7 cs6 F BOTTOM CHORDS designer, erection supervisor, property owner and all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots.and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. p THE LEFT. 7. Design assumes trusses will be suitably _protected from 'Plate location details available in MTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design Is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 9 y 14. Bottom chords require lateral bracing h 10 is spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTekO All Rights Reserved 15. Connections not shown. are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section Indicates joint number where bearings occur, 17. Install and load vertical) y unless indicated otherwise. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ---ANSI/TPI1-; National -Design -Specification for -Metal- _ _ _ _ _ 19. Review all portions of this.design.(front, back, words Plate Connected Wood Truss Construction, and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. � BCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/rPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. I MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015