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HomeMy WebLinkAboutTrussRiv 2155938-SYNERGY-6104 - Site Information: Customer Info: SYNERGY HOMES Lot/Block: . Address: 6104 YUCCA DRIVE, . City: PORT SAINT LUCIE Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: WALDWELL Model:.. Subdivision: . State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017fTP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 31 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# 1 T19249765 A01 1/28/20 23 T19249787 2 T19249766 A01A 1/28/20 24 T19249788 3 T19249767 A02 1/28/20 25 T19249789 4 T19249768 B01 1/28/20 26 T19249790 5 T19249769 B02 1/28/20 27 T19249791 6 T19249770 B03 1/28/20 28 T19249792 7 T19249771 B04 1/28/20 29 T19249793 8 T19249772 B05 1/28/20 30 T19249794 9 T19249773 B06 1/28/20 31 T19249795 10 T19249774 C01 1/28/20 11 T19249775 CO2 1/28/20 12 T19249776 CO3 1/28/20 13 T19249777 C04 1/28/20 14 T19249778 CJ1 1/28/20 15 T19249779 CJ3 1/28/20 ' 16 T19249780 CJ5 1/28/20 17 T19249781 D01 1/28/20 18 T19249782 D02 1/28/20 19 T19249783 D03 1/28/20 20 T19249784 D04 1/28/20 21 T19249785 E01 1/28/20 22 T19249786 E02 1/28/20 Truss Name Date EJ7 HJ7 Vol V02 V03 VO4 V05 V06 07 The truss drawing(s)referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the 'y preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, _ the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIfrPI 1, Chapter 2. REVIEWED FOR CODE COMPLIANCE ST. LUCIE `��� � , • fir` l� •, 2/ ��i N 3 0 (< sS/ONA 111111 ►,��,,`, Thomas A. Albani PE N 39380 MiTek USA, Inc. FL Cert 6634 6904 Padre East Blvd. Tampa FL 33610 Data. January 28,2020 Albani, Thomas 1 of 1 / Job Truss Truss Type f t Ply T79249765 2155938-SYNERGY-6104 A01 10'y ROOF SPECIAL 6 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 a Dec 62019 MiTek Industries, Inc. Mon Jan 27 15:48:22 2020 5.00 f12 z.bu 112 5x6 = 5x6 = Scale =1:54.5 LOADING (pst) SPACING- 2-0-0 CSL DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.48 13-14 >706 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.6413-14 >529 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.33 11 n/a ala BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight:. 154 lb FT=20% LUMBER- SPACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or2-0-2.oc pudins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 3-8-15 cc bracing. 1-13: 2x4 SP No.t WEBS 1 Row at midpt 5-12, 8-12 WEBS 2x4 SP No.3 *Except* 8-12: 2x4 SP No.2, 8-11: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 1=124310-8-0.11=1711/0-8-0 Max Horz 1=-261(LC 17) Max Uplift 1=-717(LC 12). 11- 975(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4453/2652,2-4=-4133/2385,4-5=-2892/1533,5-6=-2285/1310, 6-8=-2275/1089, 8-9- 918/503 BOT CHORD 1-14=-2591/4079, 13-14=-1915/3395, 12-13=-89212094, 11-12=-650/1143, 9-11=-399/939 WEBS 2-14=-267/430, 4-14=-368/654, 4-13=-807l777, 5-13=-871/1665, 5-12=-4461192, 6-12=-480/584, 8-12=-1590/2648, 8-11- 1501/1100 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-10; VUIt=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedar(2) 0-4-0 to 5-7-9, Interior(1) 5-7-9 to 16-2-0, Exterior(2) 16-2-0 to 21-3-10, Intedor(1) 21-3-10 to 33-4-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 5) ' This truss has been, designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 717 lb uplift at joint 1 and 9751b uplift at joint 11. Thomas A Albani PE No.39380 hliTek USA, Inc. FL Cart 9634 61IN Parke East Blvd. Tampa FL 33610 Date: January 28,2020 d WARNING -VeNty des/gh pmahrefere and READ NOTES ON MIS AND INCLUDED MITEK REFERANCE PA DE MIN413 re. IlloaGp15 BEFORE USE. Deslgn valid for use only with Mmek® connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not ��- a two system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. &acing Indicated is to prevent buckling of Individual truss web and/or chortl members only. Additional temporary and permanent bracing MOW Is always required for stoblllly 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 hum systems, seeANSUTPII Quallry. CdfeM; DSB-89 and BCSI Building Component 69" Paft East Blvd. Safety Informatbmvallable from Truss Plate Institute. 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tempe, FL 33610 Job Truss Truss Type T Aty a Ply T792497fi6 2155938-SYNERGY-6104 A01A Roof Special 2 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 2715:48:23 2020 Scale = 1:56.3 5.00 12 Sx6 = z.au 114 SA = LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(L-) 0.48 14-15 >707 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.64 14-15 >530 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES W B 0.63 Horz(CT) 0.33 12 Ida rda BCDL 10.0 Code FBC2017/TPI2014, Matrix-SH Weight:. 156 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 3-10-0 oc bracing. 2-14: 2x4 SP No.1 WEBS 1 Row at midpt 6-13, 9-13 WEBS 2x4 SP No.3 *Except* 9-13: 2x4 SP No.2, 9-12: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=134210-8-0, 12=1709/0-8-0 Max Horz 2=249(LC 12) Max Uplift 2=-801(LC 12), 12=-974(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4407/2611, 3-5=-4094/2351, 5-6=-2882/1523, 6-7=-2279/1281, 7-9=-2269/1060, 9-10=-918/503 BOT CHORD 2-15= 2549/4033, 14-15— 1899/3378, 13-14=-886/2086, 12-13=-649/1143, 10-12=-399/939 WEBS 3-15=-256/420, 5-15=-346/643,5-14=-799/769,6-14>865/1657, 6-13=-447/193, 7-13=-480/584, 9-13=-1586/2643, 9-12— 1498/1098 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Ops1; BCDL=5.Ops1; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2)-1-0-11 to 4-0-15, Interior(1) 4-0-15 to 16-2-0, Extenor(2) 16-2-0 to 212-10, Interior(1) 21-3-10 to 33-4-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 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 801 It, uplift at joint 2 and 974 Ib uplift at joint 12. Thomas A. Albanl PE No.39380 MTek USA, Inc. FL Cad 6834 6904 Parke East Blvd. Tampa FL 33810 Date: January 28,2020 CWARNING -VedtydeslgnperemehmandREADNOTESONTHISANDINCLUDED MmEKREFERANCEPAGEMIFT4)arev.rN0Y1U15BEFOREUSE. Design valid for use only with MBeII® connectors. This design 6 based only upon parameters shown and Is for an Individual building component, not a truss system. Before use. Me building designer must verity the cppllcabllity, of design parameters and properly Incorporate the design Into the overall buHdhgdesign. Bracing indicated is to prevent buckling of individual Thud web and/or Chord members only. Additionaltempororyondpennonentbrocing MITek• Is always real for stability and to prevent collapse wlM possible personal Injury and property damage. For general guidance regarding the fab4cotlon, storage; delivery, erection and bracing of trusses and truss systems, seeANSNIPII Cualppyy Criteria. DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Informatbrgmllable from Truss Plate Instltute. 218 N. Lee Street Suite 312. Alexondtlo, VA 22314. Tampa, FL 33610 Job Truss Tress Type I Oty s Ply T19249767 2155938-SYNERGY-6104 A02 ROOF SPECIAL 1 1 Job Reference (optional) Builders First Source, Plant City, FL. 32566, 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 2715:48:24 2020 Page 1 ID:SMa68w1O2ef5wGkPxOXv7yzmnGU-edvvt3XOPbgjpMueJwBKTMod6dxon5SSYNZGFUzr6NL 5-1a0 I 1ha0 I 14-16-2-0117-9-0� 2-28-8-0 32-4.03 3-616-1 1-7-15 1-7-1552-65 4-&61-a0 Scale -1:57.2 5x6 = &CD 12 5x6 = 5 2Aull'[ 5x6 = LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Veri(LL) 0.46 12-13 >736 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Ven(CT) -0.64 12-13 >532 180 BCLL 0.0 ' Rep Stress [nor YES WB 1.00 Hom(CT) 0.33 10 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 156 He FT=20% LUMBER- BRACING - TOP CHORD 2x4.SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-13 oc pudins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 3-10-1 oc bracing. 1-12: 2x4 SP No.1 WEBS 1 Row at midpt 7-11 WEBS 2x4 SP No.3 *Except* 7-10: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=1243/0-8-0, 10=1711/0-8-0 Max Ho¢ 1=-237(LC 17) Max Uplift 1=-696(LC 12). 10=-947(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-4458/2565,2-3=-4139/2333,3-4=-2963/1651, 5-6=-2236/1454, 6-7= 2258/1246, 7-8=-906/489, 4-5=-2727/1579 BOT CHORD 1-13=-2460/4084, 12-13=-1764/3408, 11-12=-909/2135, 10-11=-636/1138, 8-10=-383/927 WEBS 2-13=-271/440, 3-13=-399/634, 6-11=-405/517,7-11=-1663/2615, 7-10=150611147, 5-12=-478/933, 5-11=-291/215, 4-12=-451/916, 3-12=-715/695 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Ops1; h=15f ; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-0 to 5-5-10, Interior(1) 5-5-10 to 14-6-1, Extedor(2) 14-6-1 to 25-1-1, Interior(1) 25-1-1 to 33-4-11 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 lost bottom chard live load nonconcurrent with anyother 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) Bearing at joint(s) 1 considers parallel to grain value using ANSIRPI 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 696 Ile uplift at joint 1 and 9471b uplift at joint 10. Thomas A. Miami PE No.39360 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 28,2020 WARN/NO. w11fydasr9aR sm1..dREADNOrES ON THISANO/NCLUDED MREK6EFERANCEPAGEMIF74Mnev. 10/032015BEFOHE USE. Design valid for use only We Miner connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �� a hum system. Before use. the building designer must verify Me appllaabllify of design parameters and properly Incorporate this design Into Me overall building design. Bracing Indicated is to prevent bucking of Individual fuss web and/or chord members ody. Additional temporary and permanent bracing M!Tek* is olivroys reculred for stability and to prevent collapse with possible personal Injury end property damage, For generol guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and hum systems, semNSVTPII Quality Crkoda, DSO.89. and BCSI Building Component 6904 Parka East Blvd. Sales Infoenalbrsavailable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandda VA 22314. Tempe, FL 33610 Job Truss Truss Type 1 r Ply T19249768 2155938-SYNERGY-6104 B01 Roof Special �Qrty 2 1 Job Reference o Tonal Builders First Source, Plant City, FL - 32566, 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 2715:48:25 2020 Page 1 I D:SMa6Bw102ef5wGkPxQXv7yr,nnGU-7pTH4PYeAuyaRVTgseiZ?ZKnd1 GC W cGHnl lgnwzr6NK 1-o-q 5-10.0 11-0-0 16.2.0 22-6-5 32-4-0 4-0-0 5-10.0 I 62-0 5-2-0 8-4-s 9-9-11 ' Scale = 1:56.4 Sx8 = 5.00 rl2 3x4 G 2.50112 6x8 = — 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.62 13-14 >613 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT)-0.8713-14 >438 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr VES WB 0.78 Horz(CT) 0.45 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 169 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 1-4,8-10: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 4-5-0 oc bracing: 11-12 2-13: 2x4 SP No.1 WEBS 1 Row at midpt 6-12 WEBS 2x4 SP No.3*Except* 9-11: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=1537/0-8-0, 10=1435/Mechanical Max Horz 2=263(LC 12) Max Uplift 2=-877(LC 12), 10= 797(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5229/2944, 3-5=-4950/2698, 5-6=-3805/2078, 6-7=-3929/2331, 7-9_ 3912/2137, 9-10=-3326/1970 BOT CHORD 2-14=-2871/4790, 13-14= 2258/4225, 12-13=-1233/2841, 11-12=-1751/3056, 10-11=-1748/3029 WEBS 3-14=-223/399, 5-14=324/603, 7-12=-492/591, 9-12= 226/563, 9-11=-538/396, 6-13_ 1005/1991,6-12=1033/1122, 5-13=-783/759 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsp BCDL=5.Opsp h=15ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2)-1-0-11 to4-0-15, Interior(1) 4-0-15 to 16-2-0, Exte6or(2) 16-2-0 to 21-3-10, their 21-3-10 to 32-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8771b uplift at joint 2 and 797 lb uplift at Thomas A Albans PE No.39380 joint 10. MTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 28,2020 ,a WARNWG-Ved/ydesig0p..mfen40d READNOWS ON TN/SAND INCLUDED MmEKREFERANCEPAGEM674".. 1NO3,2015BEFORE USE Design valid for use only with MfTekO connectors. This design Is based only upon parameters shown, and B for on Indviduol butding component, not ��- a huss 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 p.t MiTek- Isalwaysrequlredforstabllityandtopreventcollopsewlthposslblepersonallnluryandpropertydamage. For general guidance regarding the fabrlcation. storage. delivery. erection and bracing of trusses and hum systems, seeANSUIpn Quality CrtteM, D3049. and SCSI Buldhp Component Safety Inforrr1aB91gvailable from Truss Plate InstlMe, 218 N. Lee Shoat, Suite 312, Alexandria. VA 22314. 69M Parke East Blvd. Tampa, FL 33610 Job Thus Tess Type r 0tY 1 Ply T19249769 2155938-SYNERGY-6104 B02 Roof Special 1 1 Job Reference (optional) builders Flrsl bOurte, From Uty, I-L- 32566, 1124U 6 UeC 5 2U19 MI I eK InOusmes, Inc. Mon Jan 211b:411212UZU Vogel ID:SMa6Bw102e15wGkPxQXv7yzmnGU-3CblV5auiWDlgpdD_3kl 4_Q6HgyH_a4aFLnwrpzr6N[ IM-15 ,. -15A1 116-2-01I 224-9 22 3s2s-0-1-0Fl1-05 0N0 1s1.2-00 40-1 �581 Scale=1:58.4 • 5x6 = 5x6 = 5.00 F1T 6 7 3x4 i 3x8 MT20HS i 5 3x4 8 3x8 MT20HS 2x4 C 4 21 3 9 22 4x6 20 15 10 5xl2 = 14 4 2 16 3x4 2 II 13 11 ei1 3x4 d - to 7x10 2.50 72 2x4 12 3x6 = 3x4 5xfi = 2x4 II 7.6-0 74.8.0 17-3-15 22-5.0 28.8.0 32-4-0 7.8-0 7-0.0 2.7-15 5-1-1 6-3-0 3.8.0 Plate Offsets (X Y)-- 12:0-1-8 0-0-8] [2.0-8-2 Edgel [6.0-3-0 0-2-41 17:0-6-4 0-2-121 111:0-0-10 Edgel [15:0-6-0 0-3-41 LOADING (psi) SPACING- 2-0-0 CSI. OEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Ver(LL) 0.63 15-16 >611 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.9115-16 >422 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES W B 0.49 Horz(CT) 0.47 11 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 174 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directy applied or2-2-0 oc bracing. Except: 2-15: 2x4 SP No.1 4-2-0 oc bracing: 13-14 WEBS 2x4 SP No.3 *Except* 4-4-0 oc bracing: 12-13 10-12: 2x4 SP No2 JOINTS 1 Brace at Jt(s): 13 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 2=1537/06-0, 11=1435/Mechanical Max Horz 2=246(LC 12) Max Uplift 2=-859(LC 12). 11=-780(LC 13) FORCES. (lb) -Max. Comp./Max. Tana- All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5236/3101, 3-5=-4952/2927, 5-6=3867/2324, 7-8=-3233/1951, 8-10=-3886/2315, 10-11=-3338/2055, 6-7=-3380/2128 BOT CHORD 2-16=-2819/4800, 15-16=2426/4250, 14-15=-1437/2990, 13-14=-2001/3599, 12-13=-1831/3068, 11-12=-1827/3041 WEBS 5-15=-722/699, 3-16=-229/420, 5-16=-321/583, 10-13=-251/524, 10-12_ 533/419, 7-14=-314/419, 6-15=-709/1292,7-15=-4671770, 8-14= 692/691 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsh BCDL=5.Opsf; h=15ff; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extadc:42) -1-0-11 to 4-0-15, Interior(1) 4-0-15 to 15-0-1, Extedor(2) 15-0-1 to 24-7-1, Intedor(1) 24-7-1 to 32-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 859111 uplift at joint 2 and 760lb uplift at joint 11. Thomas A. Alban] PE No.38380 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 28,2020 AWARNINIVerity designpsremetere4edREADNotts; ONrHISANDINCLUDED MREKBEFERANCEPAGEMX7479rev,10/0a2015BEFORE USE. Design vclld for use only with M6ek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building deslgnor must verily fhe appllccbllity of design parameters and properly Incorporate this tleslgn Into the overall bulltling tleslgn. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporaryantl permanent brocing M]T'ek' Is always regulred for stobOBy and to prevent collapse with possible personal Injury and property damage, For general guldance regarding the fabrication, storage, doiNery, arection and bracing of busses and truss systems, saoANSUIPII Qua0ly Criteria, D3549.and BCS1 SuldbD Component 69M Parke East BNd. Safety Informatbmvailable from Truss Rate Institute. 218 N. Lee Shoat. Suite 312. Alexandela. VA 22314. Tampa, FL 33610 Job Truss a Ory , Ply T79249770 2155930-SYNERGY-6104 B03 �TrsussTypo Hip 1 1 Job Reference (optional) busucers First bource, FIRM ldty, FL - 325156, e.24U a use B 21.119 MI I eK 2/1b:4B:262U2U Facer 5x8 = Sx6 = 4 5 Scale = 1:56.0 18 4z6 = 13 .- 11 10 8 3x6 = 2x4 II 3x8MT20HS= 3x0 = 2x4 II 3x4 = 3xB MT20HS= fi-8-14 13-0-0 19.4.0 25-6-2 32-4-0 8-9.14 8-2-2 6.4.0 6.2.2 6-9-14 Plate Offsets (X Y)- [4:0-5-12 0-2-8] [5:0-3-0 0-2-41 [7:0-3-0 Edge] LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(L-) 0.24 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.36 10-11 >999 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress ]nor YES WB 0.74 Horz(CT) 0.14 7 rda WIG BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 1561b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=1435/Mechanical, 2=1537/0-8-0 Max Hom 2=217(LC 16) Max Uplift 7=-747(LC 13), 2=825(LC 12) FORCES. (Ib)- Max Comp./Max Ten. -All forces 250(Its) or less except when shown. TOP CHORD 2-3=-301111914, 3-4=-2293/1559, 4-5=-2058/1527, 5-6=-2310/1549, 6-7= 3106/1951 BOT CHORD 2-13=-1678/2676, 11-13=-1678/2676, 10-11=-1141/2043, 8-10=-1702/2782, 7-8=-1702/2782 WEBS 3-13=0/276, 3-11=-717/645, 4-1 1=-204/474,5-10=-229/490, 6-10=-8121708, 6-8=0/287 Structural wood sheathing directly applied or 2-2-0 oc puffins. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2)-1-0-11 to 4-0-15, Intedor(1) 4-0-15 to 13-0-0, Exterior(2) 13-0-0 to 26-7-2, Interior(1) 26-7-2 to 323-4 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 pat bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 747 lb uplift at joint 7 and 8251b uplift at joint 2. Thomas A. Alban! PE No.39300 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: January28,2020 pWARNING- Verlrydes/gn pramahm, and READ NOTES ON WISAND INCLUDED 41/1FEKREFERANCEPAGEMll4471 V. IWOVPOISBEFORE USE. Design valid for use only with M06ISM connectors. This deSgn Is based only upon parameters shown, and Is for an Individual building component, not ��- a i system. Before use, the building designer must verity the opalcolotity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated b to prevent buckling of holivitluN truss web and/or chord members oNy. Additional temporary and permanent bracing MiTek' Is always requited for stability and to preventcollapse with possible personal Injury and property damage. For general guidance regarding the fobricaflon. storage. delivery, erection and bracing of trusses and truss systems, seeANS1/1P11 QuoOry CM�M, DSB41e antl aC51 Buldhp Comllanrrnl Sobry Nformolbrgvallable from Truss Plate Institute. 218 N. tea Street Suite 312 Alexandria VA 22N74. 69U Parke Best Blvd. Tampa, FL 33610 Job Tnes Type r Oty . Ply T79249771 2155938-SYNERGY-6104 �TM8 04 Hip 1 1 Job Reference (optional) aullaers First Source, Plant uIty, FL - 32566, 624U S UBc ti2Ula MI 1 eK Inaustrles, Ina. Mon Jan 2r 1 b:4d:4V 2UZU ID:SMa68w102ef5WGkPxOXV7yzmnGU-7bjownb9E7TOv7mb5UnVAPV W uedtSXltifGly Scale=1:56.0 5x6 = 2.4 11 5x6 = _ „ 4xe 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 4x8 = LOADING (psf) TOLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress liter YES Code FBC2017/TP12014 CS1. TC 0.68 BC 0.97 WB 0.28 Matrix-SH OEFL. in (lac) I/defl L/d Ved(LL) 0.27 11 >999 240 Vert(CT) -0.3911-13 >978 180 Hoa(CT) 0.13 8 ni We PLATES GRIP MT20 244/190 Weight: 152111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-10 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=1435/Mechanica1, 2=1537/0-8-0 Max Harz 2=188(LC 12) Max Uplift 8=-708(LC 13).2- 814(LC 8) FORCES. (Ile) - Max. Comp./Max. Ten. -All forces 250.(lb) or less except when shown. TOP CHORD 2-3=-3011/2008, 3-4=-2710/1825, 4-5=-2527/1791. 5-6=-2527/1791, 6-7=-2785/1851, 7-8=-3111/2061 BOT CHORD 2-13=-1772/2686,11-13=-1292/2210,9-11=-1272/2243, 8-9=-1814/2816 WEBS 3-13- 349/469, 4-13_ 263/492, 4-11=-304/540, 5-11=4011402, 6-11=-264/504, 6-9=-306/544,7-9=-427/524 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind; ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opst BCDL=5.Opst h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) -1-0-11 to 4-0-15, Interior(i) 4-0-15 to 11-0-0, Exterior(2) 11-0-0 to 18-3-2, Intedor(1) 18-3-2 to 21-4-0, Exterior(2) 21-4-0 to 28-7-2, Interior(1) 28-7-2 to 32-3-4 zone; cantilever left and right exposed ;C-C for members and tomes & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 708 lb uplift at joint 8 and 814 to uplift at joint 2. tg Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 0634 6904 Parke East Blvd. Tampa FL 33610 Date: January 28,2020 e WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M/F7473mv. 1WA IS BEFORE USE. Design valid for use only with MnekGr connectors. Till design Is based only upon parameters shown. and Is for an Individual bulking component. not a muss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into me overall bulldingdedgn. Brocing Indicated is to prevent buckling of lndNitlual trussweb and/or chord members any. Additional temporary and permanentbmcing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobrlcall storage, delivery, erection and bracing of musses and truss systems seeANSIM11 Quo' Ci69du. DSM9 and SCSI 9uldhD Component 6904 Palle East BNd. Safety Nfoonatbrgvallable mom Truss Rafe Institute. 218 N. Lee Street Sulte 312, Alexontlrb. VA 22314. Tampa, FL 33610 Job Type . Oty . Ply T19249772 2155938-SYNERGY-6104 �Trusa B05 �Tnuss Half Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 a Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 15:48:30 2020 Page 1 D:SMa6Bw102ef5wGkPxQXv7yzmnGU-TnHA77cn7 RbtXHLofBlkid2d2ypBpROxJObS8zr6N F (1.0-9 4.9-14 1 9-0-0 1 16.9-15 24.6-7 32.4.0 1-0-0 4-9-14 4-2.2 7-9-15 7-At 7.9-15 d 5.00 12 Scale=1:56.3 Sx6 = 3x4 = 3x6 = 3x4 = 5XS = 4 165 6 7 17 a 4.6 = 13 '- 11 10 9 3xB = 3.8 MT20HS = 3x4 = Sxa = 3x6 11 LOADING (pst) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No.1 'Except' 1-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 CSI. DEFL. in (roc) I/defl L/d PLATES GRIP TC 0.93 Vert(L-) 0.36 11 >999 240 MT20 244/190 Sc 0.99 Vert(CT) -0.43. 10-11 >888 180 MT20HS 1871143 WB 0.96 Horz(CT) 0.11 9 n/a n/a Matrix-SH Weight: 163 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 are bracing. WEBS 1 Row at midpt 5-13, 8-10 REACTIONS. (lb/size) 9=1431/Mechanical, 2=1533/0-8-0 Max Horz 2=332(LC 12) Max Uplift 9=-941(LC 8), 2=-882(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2980/1896, 3-4=-2693/1628, 4-5=-2459/1586, 5-7= 3112/2027, 7-8=-2320/1517, 8-9=-1360/969 BOT CHORD 2-13=-1961/2671, 11-13=-2027/3112, 10-11- 1517/2320 WEBS 3-13=-285/419,4-13=-239/631, 5-13=-728/573,5-11=-248/344, 7-11=-613/894, 7-10=-959/823, 8-10=-1656/2532 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opst h=15R; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2)-1-0-11 to 4-0-15, Interior(1) 4-0-15 to 9-0-0, Extedor(2) 9-0-0 to 16-3-2, Interior(1) 16-3-2 to 32-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise indicated. 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 the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 941 lb uplift atjoint 9 and 882 Ib uplift at joint 2. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January28,2020 AWARNWG-VeNyydas/9nparemefersand READ NOTES ON TINS AND INCLUDEDMREKREFERANCEPAGEM674T3mx. 1(LAL2a15 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for on hdividual building component, not a inns system. Before use, Me building designer must verify Me applicability of design parameters and property Incorporate th6 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 Me fobrlcotan, storage, delivery, ereclion and bracing of trusses and tmss systems. seeANM/IPII Quality Criteria, DS5419 and BCSI Building Component 6904 Parke East BNd. Sabty In(oenatblxrvollable frem Truss pate InsBNte, 218 N. Lea Street Suite 312. Nexondtlo, VA 22314, Tampa, FL 33610 Job Truss Truss Type r Oly , Ply T19249773 2155938-SYNERGY-6104 BO6 Half Hip Girder 1 1 Job Reference a tional euaaere nrst source, ream Iny, rL- sz000, ozau s ✓ec o zu,e ani r arc m,Uaa,U , me. anon son zr u:vo.. mau rage r ID:SM868wl O2ef5 W GkPxOXv7yzmnGU-PAOwYodl X2rbmaVAncKCn27 Irl9fj VJOd VhXOzr6ND 5-13-1-12 9&5.84 265-42 I --4.0 8.1-10 83 1-67-40 'Special' indicates special hanger(s) or other connection device(s) required at location(s) shown. The designtselection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. 6x12MT20HSi NAILED NAILED NAILED NAILED NAILED NAILED Special 6xa = ex14 MT20HS = 6x8 = Bx10 = 500 12 NAILED NAILED NAILED NAILED NAILED NAILED 4 14 15 8 16 17 8 18 19 207 21 22 23 8 �.I'I � I',1. ITS, ii IT TTC ii ri ii \� �i ,1♦Y. Scale=1:58.3 d 5x12 = 13 24 25 12 26 27 11 28 29 30 31 70 32 33 34 9 sail NAILED NAILED 8xl4 MT20HS= NAILED 5.6 = NAILED axle NAILED 4xID MT20HS II Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7.0-0 134-/2 19-5-4 25-B 12 32-40 >-n-n avlp aaa a3.a a.>.4 Plate Offsets (X Y)- [2:0-2-S Edge] r4:0-9-8 0-3-01 [5:0-0-8 0-3-01 [6:0-7-0 04-81 [7:0-3-B 0-3-81 [10:0-4-12 0-5-0] [12:0-7-0 0-4-8] [13:0-1-8 0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.84 Vert(LL) 0.78 11-12 >488 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Verl(CT) -0.76 11-12 >605 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WE 0.93 Horz(CT) -0.14 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 2091b FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 'Except- TOP CHORD 1-4: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 *Except' BOT CHORD 9-10: 2x6 SP No.2 WEBS WEBS 2x4 SP No.3 *Except* 8-9: 2x6 SP No.2, B-10,5-13,7-11,6-12: 2x4 SP No.i REACTIONS. (lb/size) 9=3014/Mechanical, 2=2874/0-8-0 Max Harz 2=259(LC 8) Max Uplift 9= 2438(LC 4), 2=-2300(LC 4) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 fib) or less except when shown. TOP CHORD 2-3=-6398/5200, 3-4=-6303/5246, 4-5=-5767/4853, 5-6=-8459/6971, 6-7=-8354/6804, 7-8=-5676/4606, B-9=-2830/2411 BOT CHORD 2-13=-4848/5791, 12-13=-6971/8459, 11-12=-6856/8399, 10-11=4606/5676 WEBS 4-13=-1226/1712,8-10=4876/6003,5-13=-2988/2320,7-10=-2098/2019,5-12=0/508, 7-11=-2405/2930,6-11=-875/998, 3-13=-248/389 Structural wood sheathing directly applied or 2-0-13 oc pudins, except end verticals. Rigid ceiling directly applied or 3-9-1 oc bracing. 1 Row at midpt 8-10, 5-13, 7-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsh BCDL=5.Opsh, h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 2438 Ih uplift at joint 9 and 2300 Ib uplift at joint 2. 9) *NAILED' indicates 3-1 Od (0.148'x3') or 3-12d (0.148'x3.25') toe -nails per NDS guidlines. 10) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 2431b down and 438 lb up at 7-" on top chord, and 372 Ib down and 436 Ib up at 7-M on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Thomas A Albani PE No.39360 M]Tek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 3361D Date: January28,2020 Q WARNING -Vedtydesl9a peremerersend READ NOTES ON TN/SANDINCLUDED MNEKREFERANCE PAGEMB-7473 rev. 10103,2015BEFOREUSE. Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and Is for an Inc Mdual building component, not a muss system. Before use, the bullding designer must verity the oppllcoblllry 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 WOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding The fabricatiom doroge, delNery, erection and bracing of trusses and muss systems, seeANSVWII QUO[ B1yy CrSedo, DSB49 and SCSI Building Component 69M ParYa East Blvd. Safety Infomtatbw noiloble from Tres Rate Institute, 218 N. We Street. Suite 312 Alexandria VA 22314. Tampa, FL 33610 Job - Truss Truss Type r Ory Ply T19249773 2155938-SYNERGY-6104 B06 Half Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240a Dec 62019 MiTek Industries, Inc. Mon Jan 27 15:48:32 2020, Page ID:SMa68w1 O2ef5wGkPM]Xv7ymnGU-PAOwYodlX2rbmaVAncKCn27_I09fjVJOdVhXOzr6ND LOAQ CASE(S) Standard Uniform Loads (plf) Vert: 1-0=-70, 4-8=-70, 2-9=-20 Concentrated Loads (lb) Vert: 4=-196(B) 6=-134(B) 12=63(B) 13=-372(B) 5=-134(B) 14=-134(B) 15=-134(B) 16=.134(B) 17=-134(B) 18=-134(B) 19=-134(B) 20=-134(B) 21=-134(B) 22=-134(B) 23=-134(B) 24=63(B) 25=-63(B) 26=-63(B) 27=63(B) 28=..63(B) 29=-63(B) 30= 63(B) 31=-63(B) 32= 63(B) 33=-63(B) 34=-63(B) QWARNWG-VeKtydeslgnpennetenend REAONOTES ON TNASANDINCLODED MREKREFERANCEPAGEM67479mv. 1a16'YLasSREFOREDSE Design valid for use only with Mmek® connectors. This design is based only upon parameters shown, and Is for on Individual building component, not a hum system. Before use, the building designer must var the applicability of design parameters and properly Incorporate this design Into the overall buAding design. Bracing Indicated is to prevent buctling 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 hum systems, seeANSIMII CUODp1ryy Word. D55-89 and BC31 Building Component 69N Parke East Blvd. Safety Informotionovarobke from Truss Plate Institute. 218 N. Lee Sheet, Suite 312, Alexontlrlo, VA 22314. Tampa, FL 33610 Job Truss Truss Type . Ory T19249774 2155938-SYNERGY-6104 C01 HIP 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 6.240 s Dec 62019 MiTek Industries, Inc. Mon Jan 2715:48:33 2020 Page 1 I D:SMa68wl O2ef5wGkPxOXv7yzmnGU-uMylmeeflMzROk4M KJrRKFg8tFONOApSdHEF3Szr6NC fi-10-73 11-6-4 12&. 19-70-0 20.9-1 25-5-3 32-4.0 3.4- 6-10-73 47-7 -11-1 7-4-0 -11-72 4-7-7 6-1(M3 7-0-0 Scale=1:54.5 • Bx10 = 3x4 4 8.10 = SO C 3 4 5 6 5xfi - 15 - 13 12 lu 54 = 2x4 11 010 MT20HS = 3x4 = 2x4 II 3x4 = 4x10 MT20HS = 640-13 17-6-4 72-fi-Q 19-10-0 a0.9.1z 25.5.3 32-4-0 1g li'lb, 3 4-74-7�-71-12 7-4-0 -11-1 4-7-7 6-10-13 Plate Offsets(XY)-- [1:0-3-130-0-1] [4:0-7-00-2-4] [5.0-7-00-2-41 [8:0-3-130-0-ll [16:0-3-100-0-01 [17:0-3-100-0-01 LOADING (psQ SPACING- 2-0-0 CS]. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(L-) 0.33 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.5012-13 >759 160 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(CT) 0.10 8 Na n/a BCOL 10.0 Code FBC2017ITP12014 Matrix-SH Attic -0.1612-13 701 360 Weight: 1791b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 3-6: 2x4 SP No.2, 4-16,5-17: 2x8 SP 240OF 2.0E REACTIONS. (Ib/size) 1=1716/0-8-0, 8=1817/0-8-0 Max Hom 1=-212(LC 13) Max Uplift 1=-472(LC 12), 8=-557(LC 13) Max Gray 1=1837(LC 2). 8=1924(LC 2) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-10-9 oc bracing. WEBS 2 Rows at 1/3 pts 3-6 FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4080/1309, 2-3=-3725/1002, 34=-2259/172, 4-5=-2429/16, 5-6=-2259/175, 6-7=-3725/965, 7-8=4060/1323 BOT CHORD 1-15=-1067/3676, 13-15- 1067/3676, 12-13=-560/3383, 10-12=-1089/3657, 8-10- 1089/3657 WEBS 2-13- 676/745, 3-13=-205f764,3-16=-1308(744, 16-17=-955/972, 6-17- 1309/736, 6-12=-178f762, 7-12=-652f723, 4-16=0/676, 5-17=0/678 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Etta C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 04-0 to 5-5-10, Interior(1) 5-5-10 to 12-6-0, Exterior(2) 12-6-0 to 27-1-2, Intedor(1) 27-1-2 to 334-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.0Ib AC unit load placed on the interior chord, 16-2-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water pending. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members. 8) Ceiling dead load (5.0 psl) on member(s). 3-16, 16-17, 6-17 9) Bottom chord live load (40.0 psf)rand additional bottom chord dead load (5.0 psf) applied only to room. 12-13 10) Provide mechanical connection (by others) of Muss to bearing plate capable of withstanding 472 lb uplift at joint 1 and 557 lb uplift at joint 8. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A. Alban! PE No.39390 MiTek USA, Inc. FL Ced $634 6904 Parke East Blvd. Tampa FL 33610 Date: January28,2020 QWARNING-Vedlydesl9nparemetensand RE4DNO7Es ON MXAnDMCLUVWMWEKREFERANCEPAGEM674m.. fbAlReiSBEFOREUSE Design valid for use only with MRekO connectors. This design Is based only upon parameters shown. and Is for an hdlvldual building component, not a truss system. Before use, me buetling designer must verify the appllcablllty of design parameters and properly Incorporate This design Into the overall bulldingdesign. Bracing indicated istoprevent buckling ofIndividual trussweband/or chord members only. Addltlonaltemporary and permanentbrachg, MiTek' Is always required for stablllty, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and beano of muses and truss systems, weANSVIPII aualey Criteria, D534e and SCSI Building Component 69N Pella East Blvd. Solely Informafbrpvollabie from Truss Plate Institute, 218 N. Lee Street, Suite 312. Aloxandrla, VA 22314, Tampa, FL 33610 Job Truss Truss Type . Oty , Ply T79249775 2155938-SYNERGY-6104 CO2 HIP 1 1 Job Reference (optional) ounuers rlrsr aurae, 5-8-14 Inu.'ny, rL-Jzaoo, 10-8-0 11-8-q 1fi-2-0 5.z4U s Uec 0 Lu l e ml l eK mouslnee, mc. ID:SMa68w102ef5wGkPx0Xv7yzmnGU-g143BggvqzD9r 20.9' 2 21-10.0 26-9-2 5.6-14 411.2 h0.4 47-72 4-7-12 1.0.4 4-11-2 Sx6 = 412 = 5x6 = 10x12 = 10x12 = 412 = ---r- 3 4 5 22 23 6 7 '8 L/ IO:4area LULU Scale =1:53.8 eve = 16 15 14 13 12 115x6 = 2x4 11 10x16 MT20HS = 10.16 MT20HS = 2x4 11 NMI5.6-14 10.6.0 11-6 20.9-12 111-10-0 26.9.2 32-4-0 , d.11-9 1.a-d p3-N 1.a-d d-119 4-fiAd Plate Offsets (X,Y)-- [1:0-3-0,0-2-11], [3:0-8-8,0-2-0], [5:0-3-10,0-0-0], [5:0-6-0,0-7-0], [6:0-6-0,0-7-0],[6:0-3-10,0-0-0],.[8:0-8-8,0-2-0], [10:0-3-0,0-2-11], [13:0-3-12,0-5-0], 115:0-3-12,0-5-01 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in floc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.28 13-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.5913-14 >648 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(CT) 0.11 10 n/a n/a BCDL 10.0 Code FBC20177TP12014 Matrix-SH Attic -0.13 13-14 889 360 Weight: 204 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-8: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 12-15: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 17-18: 2x4 SP No.2, 5-19,6-20: 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 1=1719/0-8-0, 10=1719/0-8-0 Max Horz 1=150(LC 16) Max Uplift 1=-458(LC 8), 10=-458(LC 9) Max Grav 1=1849(LC 2), 10=1849(LC 2) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-7-3 oc bracing. WEBS 1 Row at midpt 17-18 FORCES. (lb) -Max. Comp./Max. Ten. -All fames 250 (lb) or less except when shown. TOP CHORD 1-2=-4165/1398, 2-3=-3783/1056,3-4=-3735/1015, 4-5=-4830/920,5-6=-4830/920, 6-7=4830/920, 7-8= 3735/1015, 8-9= 3783/1056,9-10=-4165/1398 BOT CHORD 1-16=-1222/3765, 15-16=-1222/3765, 14-15=-729/3428, 13-14=-687/3798, 12-13=-708/3428,11-12=-1202/3765, 10-11=-1202/3765 WEBS 2-15=-514/567,3-15=-448/468, 3-14=-87/1811, 14-17=-830/132,4-17=-871/64, 17-19=-329/71, 19-20=0/1192, 18-20=-329l71, 13-18=-830/132, 7-18=-871/64, 8-13=-84/1811, 8-12=-446/468, 9-12=514/569, 5-19=-167/288, 4-19=0/1591, 6-20=-167/288, 7-20=0/1591 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opst h=15ft; Cat. 11; Exp C; Encl., GCpi=0.I S; MWFRS (envelope) gable end zone and C-C Extedor(2) 0-4-0 to 5-6-14, Intedor(1) 5-6-14 to 10-6-0, Exterior(2) 10-6-0 to 17-9-2. Interior(1) 17-9-2 to 21-10-0, Extedor(2) 21-10-0 to 29-1-2, Interior(1) 29-1-2 to 32-0-0 zone; cantilever left and. right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.01b AC unit load placed on the interior chord, 16-2-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated: 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psQ on member(s)'. 17-19, 19-20, 18-20 9) Bottom chord live load (40.0 psQ and additional bottom chord dead load (5.0 psQ applied only to room. 13-14 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 458 Ito uplift at joint 1 and 458 lb uplift at joint 10. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A. Albani PE No.38380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January28,2020 AWARNWG-Ved/ydeslgn mcksatersand READ NOTES ON THSAND INCLUDED MREKREFERANCEFAGE60.74Td rev. R31K421SBEFOREUSE Design valid for use only with Milek® connectors. ]his deign Is based only upon parameters shown. and is for on Individual bullding component not ��- a trust system. Before use, me bunting designer must verify the opplacbllity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of indNltlual truss web antl/ar chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury antl property damage. For general guidance regarding me fabrication, storage, delivery, erection and bracing of frustes and truss systems seeANSVTPII Quality CRedp, DSB-69 and BCSI Building Component 69M Parke East Blvd. Safety edormalbrpvalloble from Truss Plate institute, 218 N. Lee Sheet Suite 312. Alexondrlo. VA 22314. Tampa, FL 33610 Job Truss Thus Type Oty Ply T1s24sns 2155938-SYNERGY-6104 CO3 HIP 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8,240E Dec 52019 MI I ek Industries. Inc. Man 5.8 = 2x4 II 1Ox12 = 2x4 II 5x8 _ Scale = 1:56.3 1d 5x6 = 15 14 Is 12 5x6 = 7.10 = ex8 = Bx8 = 7x1U = 9.0.0 11-6.4 20-9-12 23-4-0 32-4-U 9-0-0 2-8-4 9-3-8 2-6-4 9-0-0 Plate Offsets (X Y)-- (2:0-3-13 0-0-11 [4:0-6-0 0-2-81 [8:0-6-0 0-2-8] [10:0-3-13 0-0-11 [12:0-5-0 0-4-81 [13.0-3-8 0-3-121 [14:0-3-8 0-3-121 [75:0-5-0 0-4-81 LOADING (psi) SPACING- 2-M CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.27 13-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.5813-14 >659 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(CT) 0.11 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Attic -0.12 13-14 968 360 Weight: 187 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-8: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 12-15: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-14,7-13:2x4 SP No.2, 16-17: 2x4 SP No.1 6-18:2x8 SP 240OF 2.0E BRACING - TOP CHORD Structural wood sheathing directlyapplied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. WEBS 1Row at midpt 16-17 REACTIONS. (lb/size) 2=1814/0-8-0, 10=1816/0-8-0 Max Hors 2=145(LC 12) Max Uplift 2=-600(LC 8). 10=-598(LC 9) Max Gmv 2=1921(LC 2), 10=1923(LC 2) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4088/1360, 3-0=-3811/1099, 4-5=-4461/1060, 5-6=-4301/1020, 6-7=-4301/1020, 7-8=-4461/1060,8-9=3816/1094, 9-10=-4093/1355 BOT CHORD 2-15_ 1120/3693, 14-15=-727/3470, 13-14=-731/4495, 12-13=-728/3476, 10-12=-1121/3698 WEBS 3-15=-328/468,4-15= 275/360, 4-14=-127/1897, 14-16=-951/196, 5-16=-829/222, 13-17=9551192, 7-17=-826/225, 8-13=-137/1887, 8-12=-268/369, 9-12=-328/469, 6-18=01396 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-11 to 4-0-15, Interior(1) 4-0-15 to 9-0-0, Exterior(2) 9-0-0 to 16-2-0, Interior(1) 16-2-0 to 23-4-0, Extedor(2) 23.4-0 to 30-7-2, Interior(1) 30-7-2 to 33-4-11 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.01b AC unit load placed on the interior chord, 16-3-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water pending. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 pall on member(s). 16-18, 17-18 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psi) applied only to room. 13-14 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6001b uplift at joint 2 and 5981b uplift at joint 10. 10),ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A Alban! PE No.39380 MlTek USA, Inc. FL Cart 6634 6904 Parke East Shad. Tampa FL 33610 Date: January 28,2020 Q WARNWG-yearly design parameters end READ NOTES ON THISANU INCLUDED MITEKREFERANCEPAGEMD7473mv. IGN32015BEFORE USE Deslgn valid for use only with Milei connectors. ThLs 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 Me applicability of design parameters and properly Incorporate this design Into me overall bu0dingdestgn. Bracing lndcoled Is to buckling of Individual tmss Web and/or chord members only. Additional temporary and permonent bracing MiTek' prevent Is always required for stability and to prevent collapse with posable personal Injury and property camage. For general guidance regarding the fobrlcotlen storage, delivery, erection and bracing of trusses and truss systems, seeAR3VrvIl Qupllty Criteria. D53-89 and BC31 Building Component 69M Parke East Blvd. Safety hsformatlonavolloble from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexcndna, VA 22314. Tampa, FL 33610 Job Truss Truss Type r Oly Ply T19249777 2155938-SYNERGY-6104 C04 Hip Girder 1 2 Jab Reference (optional) Builders First Source, 11-69 Plant City, FL - 32556, 7-OA 13-0-12 8.240 a Der, 62019 MiTek Industries, Inc. Mon ID:SMa6Bw102ef5wGkPxOXv7yzmnGU-i W JaOBjOtgb6fXW hays 19-3-4 25-4-0 31 1-0-0 7-0-0 6-0-12 6-2-8 6-0-12 7 NAILED 6.12 MT20HS= NAILED NAILED NAILED NAILED 6x12 MT20HS= Special NAILED NAILED 2x4 II 4x10 MT20HS= 30 = NAILED NAILED Special 5.00 12 3 16 17 4 18 19 5 20 6 21 22 7 15:48:39 2020 Page Scale = 1:56.4 2 u U - U ULLP U 6a 3 d 3x6 = 15 23 14 24 73 25 26 27 12 28 11 29 10 2x4 II 3x8 MT20HS= Sx8 = NAILED NAILED 3x6 = 3x8 MT20HS= 2x4 II Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 7.n.n 1gAd 95.bn A9-4-n ii 7.0.0 6.0-12 6.2-8 6-0-12 7-0-0 Plate Offsets (X Y)-- 12:0-0-10 Edgel 13:0-9-0 0-2-81 17:0-9-0 0-2-81 18:0-0-10 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 'TC 1.00 Vert(L-) 0.62 12-13 >618 240 MT20 2441190 TCDL 15.b Lumber DOL 1.25 BC 0.86 Vert(CT) -0.6012-13 >633 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.60 H0rz(CT) -0.17 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 322 Ib FT=20% LUMBER - TOP CHORD 2x4 SP N0.2 *Except* 3-5,5-7:2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 11-14: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=297510-8-0, 8=297810-8-0 Max Hom 2=-115(LC 13) Max Uplift 2=-2422(LC 4),8=-2426(LC 5) BRACING - TOP CHORD ,Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-0-7 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-659915489, 3-4=-8713f7362, 4-6=-8711/7359, 6-7=-8704/7357, 7-8=6610/5499 BOT CHORD 2-15=4926/5960, 13-15=490815931, 12-13= 7183/8702, 10-12=-4907/5940, 8-10=4926/5970 WEBS 3-15=,388/70713-13=-2540/3168,4-13=-1004/1116,6-12=-1007/1112, 7-12=-2525/3148, 7-10=-390/712 NOTES- 1) 2-ply truss to be connected together with 1Dd (0.131"x3") 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: 2x4 - 1 row at 0-9-0 Ga. 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 a, unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASIDE 7-10; Vult=170mph.(3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ff; Cat. II; Exp C; Encl., GCpi=0.I S; MWFRS (envelope) gable end zone; cantilever left and fight exposed ;.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 20.0psf on the bottom chord in all areas where a. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2422 Ib uplift at joint 2 and 2426'lb uplift at joint 8. 10) "NAILED' indicates 3-1 Did (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 243lb down and 438 lb up at 7-0-0, and 243 lb down and 438 Ib up at 25-4-0 on top chord, and 372 lb down and 436 Ib up at 7-0-0, and 372 He down and 436 lb up at 25-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 28,2020 Q WARNING- Verlrydesl9iperemetersead READ NOTES ON TNISANDWCLUUEDMIrEKREFERANCEPAGEMIP7473mv.IM MIS 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 appllcabllity, of design parameters and properly Incorporate mis 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 audience regarding the fabrication, storage: delivery, erection and bracing all and truss systems, seeANS91911 QuollIttyy Cdi DSSd9 and BCSI Building Component 69M Parke East Blvd. Sofety Ietormallorxmollable from Truss Plate Insill 218 N, Lee Street, Suite 312, Alexandre, VA 22314, Tampa, FL 33610 Job Truss Truss Type . Cty . Ply T19249777 2155938-SYNERGY-6104 C04 Hip Girder 1 2 Jab Reference (optional) Builders First Source, Plant City, FL-32566, 8.240s Dec 62019 MiTek Industries, Inc. Mon Jan 2715ABAO 2020 Paget ID:SMa6Bw102ef5WGkPxCXV7yzmnGU.AityEXk2eVrSkp6jFHT46kSK74PFXCYUEsR6pYzr6N5 LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-7=-70, 7-9=-70, 2-8=-20 Concentrated Loads (lb) Vert: 3=-196(F) 7=-196(F) 15=-372(F) 13=-63(F) 4=-134(F) 6=-134(F) 12=-63(F) 10=372(F) 16— 134(F) 17=134(F) 18=-134(F) 191 20=-134(F) 21=-134(F) 22=-134(F) 23=-63(F)24=-63(F) 25=-63(F) 26=-63(F) 27=-63(F) 28= 63(F) 291 QWARNING-Ved/y delight Paremerereend READ NOTES ON TN/SANDINCLUDED MREKREFERANCEPAGEMIL7473 rev. 10/01/P015BEFOREUSE. Design valid for use only with MI connectors. This design Is based only upon parameters shown, and Is for an Indlvlducl building component, not a truss system, Before use, the building designer must verify the appllcoblllN of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual muss web and/or chord members only. Aadlilotemporary and permanent bracing p OW WOW Is always required for stobllity 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 muss systems. seerliri I OualMMyy Criteria, DSB419 and SCSI Building Component 6904 Palle East Blvd. Safety Infarmationavollable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexantlrla, VA 22314, Tampa, FL 33610 Job Trss Truss Type Oty Ply T19249778 215593B-SYNERGY-fi104 GA Comer Jack 14 1 Job Reference (optional) Builders First Source, Plain City, FL-32566, 6.L4ua use ti[ula mr i ex industries, Inc. man uan er 1 a:4o:4u zuzu Pagel ID:SMa6Bwl02ef5wGkPxOXv7yzmnGU-AityEXk2eVrSkp61FHT46kSXa4cXXZzUEsR6pYzr6N5 -1.0.0 1-0-0 1-ao 2x4 = LOADING (pso SPACING- 2-0-0 C51. DEFL in (loc) Well Lid TCLL 20.0 Plate Gnp DOL 1.25 TC 0.14 Ven(LL) -0.00 2 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 3 n/a n1a BCDL 10.0 Code FBC2017/rP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3_ 16/Mechanical, 2=168/0-8-0, 4=9/Mechanical Max Harz 2=63(LC 12) Max Uplift 3=-16(LC 1), 2=-153(LC 8) Max Grav 3=30(LC 8), 2=168(LC 1).4=18(LC 3) FORCES. (Ib) -Max. Camp./Max. Ten. -All tomes 250 (Ib) or less except when shown. Scale =1:6.5 PLATES GRIP MT20 244/190 Weight: 5lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-M oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2)zone; cantilever left and right exposed ;C-C for members and fames & MWFRS for reactions shown; Lumber DOL=1.60 plate fide DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 Wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 Ib uplift at joint 3 and 153 lb uplift at Joint 2. Thomas A. Alban PE No.39380 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January28,2020 WARNING-Vedrydesf9npsmmetemand READ NOTES ON MMANDINCLUDWMWEKBEFEBANCEPAGEM674TJrev. 1003V2015BEFONE USE Deignvolid for use only with MBekleconnectars. Ms desgn abused only upon parametersshown. and Is for an Indivoual building component, not a miss system. Before use, the building designer must vedty the applicablllty of design parameters and properly Incorporate this design Into the overall bulldmgdedgn. Bracing Indicated Is to buckling chord members only. Addinonaltemporary and permanent brccing MiTek• prevent oflndMdualmumweband/or Is always required for stability end to prevent collapse with possible personal Injury and property damage. For generol guidance regarding the fobri anon, storage. dellvery, erection and bracing of musses and muss systems, seeANSVIPII Quality Creases, OS549. and BCSI Wading Component Safety Infoenationovalloble from ➢uss Plate Insfitwo, 218 N. Lee Street Suite 312, Alexandria, VA 22314. 6904 Parke Ent BNd. Tampa, FL 33610 Job Truss Truss Type Qty , Ply T19249779 2155938-SYNERGY-6104 CJ3 Corner Jack 14 1 Job Reference optional) Builders First Source, Plant City, FL - 32566, 6.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 15:48:41 2020 Page 1 ID:SMa68wl Q2ef5wGkPxQXv7yzmnGU-fuRKRtkgPpzlLzhvo74Jfx7hGUtyGODeT W AgL7zr6N4 -1-0-0 3.0.0 1-0.0 3-0-0 Scale = 1:10.8 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.21 Vert(L-) -0.00 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCOL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 111b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=65/Mechanical, 2=240/0-8-0, 4=26/Mechanical Max Hors 2=129(LC 12) Max Uplift 3=-92(LC 12). 2— 165(LC 8) Max Gmv 3=65(LC 1), 2=240(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or3-0-0 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp, C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60. 2) This truss has been designed for a 10.0 pal bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 921b uplift at joint 3 and 1651b uplift at joint 2. Thomas A. Albani PE No.38380 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: January28,2020 nWARNING- Vedlydesrgnparamelersand READ NOTES ON WISAND INCLUDED MIrEKREFERANCEPAGEM47413my 1,31113,sa1SBEFOREUSE Oedgn valid for use only with MiTek® connectors. This deagn Is based only upon parameters grown, and Is for an hdMduol buflding component not a Inns system. Before use, the bullding designer must vent' the Gppllaability of design parameters and properly incorporate this design Into the overall bNlding desgn. 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 propene damage. For general guidance regarding the fobtlCotlon. Storage. delivery, erection and broClog of trusses and truss system% seeANSVIPD Quality Criteria, 05049 and BC51 Building Component Safrty Ularmalbnavollcble From Truss Plate Institute, 218 N. Lee Sheet. Suite 312, Alexandria. VA 22.314. 69M Parke East Blvd. Tampa, FL 33610 Job Truss Type Oty • Ply T19249780 2155938-SYNERGY-6104 �Truss CJ5 Comer Jack 14 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 15:48:42 2020 Page 1 ID:SMa6Bw1O2e15wGkPxOXv7yzmnGU-757ifDIJA76Az7G5Mi WYB9YmBtE37TTnhAwDtRzr6N3 5.0.0 1-0-0 5.0.0 Scale-1:14.9 q 7:B LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Ven(LL) -0.03 2-4 >999 240 MT20 2441190 TCDL 15.0 LumberDOL 1.25 BC 0.26 Verf(CT) -0.05 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n/a SCDL 10.0 Code FBC2017/TPI2014. Matrix-P Weight: 171b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-" oc purims. BOT CHORb 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=146/Mechanical, 2=319/0-8-0, 4=46/Mechanical Max Horz 2=195(LC 12) Max Uplift 3=-186(LC 12), 2=-195(LC 12) Max Gray 3=146(LC 1), 2=319(LC 1).4=92(LC 3) FORCES. (Its) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=151b Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2)-1-0-11 to 4-0-15, Intedor(1) 4-0-15 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of Russ to bearing plate capable of withstanding 186 Ile uplift at joint 3 and 195lb uplift at joint 2. Thomas A. Albabi PE No.39380 MTek USA, Inc. FL Cart 66M 6904 Parke East Blvd. Tampa FL 33810 Date: January 28,2020 WARNING-Verilydmignpemmerereand READ NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE M67473rev. 101032Pe15BEFORE USE. Design valid for use only with MOek0 connectors. has 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 Me applicability of design parameters and properly Incorporate MB design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web andlor 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 Me fabecation storage. delivery, erection and bracing of trusses and truss systems weANSVTPII Quality Cmedo, DS549 and SCSI Building Component 69M Parks East BNd. Safety Informal onar c loble from Truss Plate Institute, 218 N. Lee street Suite 312. Alexandria. VA 22314, Tempe, FL 33610 Job Truss Truss Type f Oty .ply D01 Common Girder 1 2 fit Job Reference(option)al Builders First Source, Plant City, FL - 32566, 8240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 15:48:43 2020 Scale =1:34.9 Sa 3xB II 7x10 = HTU26 10.12 =HTU26 7x10 = HTU26 axe II HTU26 HTU26 Special HTU26 3-10.4 7-0-12 10.0.0 72-11-4 16-1-12 20-0-0 3-104 3-2-8 2-11-4 2-11-4 3-2-8 3.10-4 �a Plate Offsets (X,Y)-- 12:0-5-6,Edgel,18:0-5-6,Edgel,(9:0-5-4,0-1-81.110:0-5-0,0-5-81. (11:0-6-0,0-6-01, (12:0-5-0,0-5-81, f13:0-5-4,0-1-81 LOADING (psf) SPACING- 2-" CSI. DEFL. in (too) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(L-) 0.32 11-12 >732 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.3710-11 >622 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress ]nor NO WB 0.84 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 2631b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SPNo.2 REACTIONS. (lb/size) 8=7928/0-8-0, 2=5391/0-8-0 Max Holz 2=178(LC 12) Max Uplift 8=-4738(LC 9), 2=-3591(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc pudins. BOT CHORD Rigid ceiling directly applied or 8-10-5 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 11973(/906, 34=-12552/8338, 4-5=-10104/6445, 5-6=-10107/6442, 6-7=-12850(/868, 7-8=-14845/8932 BOTCHORD 2-13=-7354/10981, 12-13=-7354/10981, 11-12=-7660/11556, 10-11=-7089/11838, 9-10=-8164/13641, 8-9=-8164/13641 WEBS 6-10=-1711/3278,7-10=-2007/1184,7-9=-776/1482,4-12=-2326/2914,3-12=-017/738, 3-13=-660/495, 4-11=-3120/2587, 5-11=-4756l/480, 6-11=-3510/1983 NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc, Except member 4-12 2x4 -1 row at 0-M 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=170mph.(3-second gust) Vasd=132mph; TCDL=5.OpsQ BCDL=5.OpsQ h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MIN FRS (envelope) gable end zone; cantilever left and right exposed;. Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise Indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcumant with any other live loads. 7) - 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4738 lb uplift at joint 8 and 3591 lb uplift at joint 2. 9) Use Simpson Strong -Tie HTU26 (20-1 Old Girder, 14-1 Odxl 112 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 19-0-12 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s)-shall be provided sufficient to support concentrated load(s) 2994 Ib down and 2459 Ib up at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Thomas A. Albahi PE No.38380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 28,2020 WARNING- Vedfydebgnperamef mend RE ONOMSONTNISANDWCLUOEOMN£KNEFERANCEPAGEMIL74mmre. loViV20150EFONEUSE Design valid for use only with M le& connectors. this design Is hosed only upon parameters shown, and b far an individual building component, not ��- a truss system. Before use, the building designer must verlfy Me applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of lndlVducl truss web and/or chord members only. Addlllonal 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 fabrica ion, storage, delivery, erection and bracing of trusses and truss system% see.ANS9ri ll CualMyCrdeda, DSO-59 and SCSI SuldbD Component MI4. 69N Palle East Blvd. Safety InformaFbmvollable from Thus Plate Insfitute. 218 N. use Sheet Suite 312. Alexontlri¢ VA Tampa, FL 33610 Job Truss Truss Type •Fy . PlyT19249781 215593B-SYNERGY-6104 D01 Common Girder 2 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 2715:48:43 2020 Page 2 ID:SMa68w1G2ef5wGkPxQXv7y=nGU-bHZ4sZmt QElbGrHwO1 nkM4rjHVkkjXxwgfnG1zr6N2 LOAULCASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-5=-70, 5-8=-70, 2-8=-20 Concentrated Loads (lb) Vert: 10=-1415(F) 12=-2994(F)14=-1411(F) 15=-1415(F)16=-1415(F)17— 1415(F) 18=-1416(F) Job Truss Truss Type , Oty 4 Ply T79249782 2155938-SYNERGY-6104 D02 COMMON 2 1 Jab Reference (optional) bmlaers rust bource, ream uty, rL- 32bbb, -1-0-0 31 10 2 5.00 12 2x4 II 4 2x4 -- 17 16 3 14 3x4 = 8.240 s UDc 6 -2u19 MI I eK Inouslnes. Inc. Man Jan 2715:48:44 292U Fees 1 Scale=1:35.6 4x6 = 6 3x4 - 3x4 = 5 7 2x4 II 15 8 18 19 2x4 4 9 10 11 la O 13 12 5x6 = 3x4 = 46 = Plate Offsets(X,Y)-- 12:0-6-5,0-1-31110:0-0-50-1-31 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well lue PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.85 Ven(LL) -0.22 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.3812-14 >607 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Hoa(CT) 0.04 , 10 rite n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Attic -0.10 12-14 843 360 Weight: 105 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc puffins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2'Except' 9-12,3-14,6-15: 2x4 SP No.3 REACTIONS. (lb/size) 2=1040/0-8-0, 10=1040/0-8-0 Max Horz 2= 159(LC 17) Max Uplift 2=-522(LC 12), 10=-522(LC 13) Max Grew 2=1148(LC 2), 10=1148(LC 2) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2383/992, 3-4=-2045/786, 4-5=-1756/776, 5-6=0/319, 6-7=0/319, 7-8=-1756/776, 8-9- 2045f787, 9-10=-2383/993 BOT CHORD 2-14=-820/2149, 12-14=-504/1795, 10-12=791/2149 WEBS 5-15=-2100/790, 7-15=-2100//90, 8-12=54/614, 9-12=416/403, 4-14=-54/614, 3-14=-415/401 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15f ; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable antl zone and C-C Exterior(2) -1-0-11 to 4-0-15, Intedor(1) 4-0-15 to 10-0-0, Exte601(2) 10-0-0 to 15-1-10, Interior(1) 15-1-10 to 21-0-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pet 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 bottomchord and any other members. 5) Ceiling dead load (5.0 psQ on member(s). 4-5, 7-8, 5-15, 7-15 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psQ applied only to room. 12-14 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52216 uplift at joint 2 and 522 lb uplift at joint 10. 8) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A. Alban! PE No.38380 MTek USA, Inc. FL Carl 6834 6904 Parke East Blvd. Tampa FL 33610 Dale: January 28,2020 Q WARNING -Vedlydesignparamefen and READ NOTES ON MIS AND INCLUDED MIrEKREFERANCEPAGEMO7473mv. 1GOMISREFOREUSE Design valid for use only with MBel& connectors. this design 8 based only upon parameters shown, and is for an Individual building component, not a buss system. Before use, the building designer must verity the applicability of design poramefers antl 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 posslbia personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of hums and laves systems, seeANSVFP11 CualMy Criteria. DSB49. and SCSI Bulli Component rnrprmpfbmvolloble ham Truss plate InstiNie, 218 N. Lee Sheet, Suite 312. Alexontlrin VA 222114, IL M1Tek' 6904 Pence East Blvd.Spbly Tampa, FL 336110 Job Truss Thus Type r Ply T79249783 2155938-SYNERGY-6104 D03 Hip �Chy 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 15:48:45 2020 Page 1 5wGkPxQXv7yzmnGU-XghrHFnBT2Ukga?g1 r3FpnAHT58tCo_DOBBtUmzr6NO Scale =/:36.2 4x6 = 4x6 = Ig 3x4 = are = 9-0-0 11-0-0 20.0.0 9.0.0 2-0-0 9-0-0 Plate Offsets (X Y)— [2:0-4-2 0-1-81 (7:0-4-2 0-1-81 [9:0-3-0 0-3-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.15 2-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.33 7-9 >693 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.14 Hoa(CT) 0.04 7 Ida n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 88 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=96710-8-0, 7=967/0-8-0 Max Hom 2=-145(LC 17) Max Uplift 2=-549(LC 12), 7=-549(LC 13) FORCES. (lb) -Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1590/1100, 3-4=-1260/860, 4-5=-1117/829, 5-6=-1260/860, 6-7=-1590/1100 BOT CHORD 2-10=-886/1404, 9-10=-491/1117, 7-9— 884/1404 WEBS 3-10=-386/481, 4-10=-187/323, 5-9=-187/323, 6-9=-386/481 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) -1-0-11 to 4-0-15, Interior(1) 4-0-15 to 9-1 Exterior(2) 9-0-0to 18-3-2, Interior(1) 18-3-2 to 21-0-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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 S49 lb uplift at joint 2 and 5491b uplift at joint 7. Thomas A Al PE No,39380 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: January 28,2020 WARNING- Verily designpammefers and READ NOTES ON THIS AND INCLUDED MmEKREFERANCE PAGE M&7473mv, 14,130VI 6BEFORE USE. Deslgn valid for use only with MReI,0 connectors. fits design Is based only upon parameters shown and Is for on Individual building component not ��- a muss system. Before use, me building designer must very the appllcabllity, of design Parameters and properly Incorporate this design Into Me overall bu0ding design. 9rccing lntlicatetl is to budding of Individual muss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stobliy and to prevent collapse with possible personal injury and property damage. For general guldonce regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, seeANSVIPII CuaRly Criteria. DSB49. and SCSI BuldNp Component Safety Informatlor c voilable from Truss Plate Institute, 216 N. Lee Street Suite 312. Alexandria. VA 22314. 690,1 Pade East Blvd. Tampa, FL 33610 Job Truss Thus Type a (ivy r Ply T79249784 2155938-SYNERGY-6104 D04 Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 15:48:46 2020 Page 1 ID:SMa68w1O2ef5wGkPxOXv7yunnGU-7sFOUbopELcbSkasbYaUM7iN5UUAxDNNcouROCzr6N7 3.9-14 7-0-0 13-0-0 16-2-2 2.n; l 21-0.0 1-0-0 3-9-14 &2-2 6.0-0 S. 3.9.14 1.0-0 �1 Special 5,,6 = NAILED 12 Special NAILED Sure - 13 5 axe = 3x8 = NAILED 3xe MT20HS = 3x4 = 3xB = Special NAILED Special 7-0.0 13.0.0 20.0.0 7-0-0 6-0-0 7-0.0 Scale=1:36.2 �a Plate Offsets (X,Y)- [2:0-4-2,0-1-81 [5:0-4-0,0-2-21 I7:0-4-2,0-1-81 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in floc) VdeB L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.29 9-11 >797 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.31 9-11 >756 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress ]nor NO WB 0.26 Hoa(CT) -0.09 7 n/a rita BCDL 10.0 Code FBC2017/TPI2014 Matti Weight: 971b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except' 4-5: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=173210-8-0, 7=173210-8-0 Max Horz 2=115(LC 8) Max Uplift 2=-1466(LC 8), 7=-1466(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc puriins. BOT CHORD Rigid ceiling directly applied or3-9-10 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3470/3010, 3-4=-3380/2989, 4-5=-3083/2812, 5-6=-3376/2987, 6-7=-3469/3010 BOT CHORD 2-11=-2732/3089, 9-11=-2612/3079, 7-9=-2618/3089 WEBS 3-11=-287/423, 4-11=-352/687, 5-9=-087/688, 6-9=287/422 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opst BCDL=5.Opsf; h=15h; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14661b uplift at joint 2 and 1466 lb uplift at joint 7. 8) "NAILED" Indicates 3-10d (0.148"xT) or 3-12d (0.148'x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 243 lb down and 438 Ile up at 7-0-0, and 2431b down and 438 It, up at 13-0-0 on top chord, and 372 Its down and 4361b up at 7-0-0. and 3721b down and 436 Ib up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (elf) Vert: 1-4=-70, 4-5=-70, 5-8=-70, 2-7=-20 Concentrated Loads (lb) Vert: 4=-196(B)5=-196(B) 11=-372(B) 9=-372(B) 12=-134(B) 13=-134(B) 14= 63(B) 15=-63(B) Thomas A. Albaril PE No.38380 MiTek USA, Inc. FL Cart 6834 6904Parke East Blvd. Tampa FL 33610 Date: January 28,2020 AWARNING-VedlydeslgnpzImmetersandREADNOTEBONMISANDWCLUDEDMREKREFERANCEPAGEMIN418rsv.1M31015BEFOREUSE Design volid for use only with MBea connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a huss system. Before use, the building designer must verity Me 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 hums antl huss systems, seeANSUIPII Dualtly Cdterks, DSB-69 and BCSI building Component 69N Parke East Blvd. mr Safety Infea8orravoiloble from Truss Rate Institute, 218 N. Lee Sheet. Suite 312, Alexontltia VA Y2314. Tampa, FL Mum Job Truss Truss Type a sty Ply T79249785 2155938-SYNERGY-6104 E01 Common 1 1 Job Reference (optional) a.cru a ue� o curo mu ee mawmes, era. man aan zr laco:ar zuzu �l 3 4xs = 2x4 II 46 = Scale = 1:29.2 ]g 8.0-0 8.0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeil L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Ven(LL) 0.18 2-6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.21 46 >887 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 581b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-11-6 act puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=78710-8-0, 4=78710-8-0 Max Horz 2— 131(LC 17) Max Uplift 2=-465(LC 12). 4=465(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1083/665, 3-4=-1083/665 BOT CHORD 2-6=-4121894, 46=-412/894 WEBS 3-6=0/375 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=170mph.(3-second gust) Vasd=132mph; TCDL=5.Opst BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) -1-0-11 to 4-0-15, Interior(1) 4-0-15 to 8-0-0, Extedor(2) 8-0-0 to 13-1-10, Interior(1) 13-1-10 to 17-0-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi 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 465 lb uplift at joint and 4651b uplift at joint 4. Thomas A Al PE No.39380 MTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33810 Date: January 28,2020 QWARN/NG- Verify designpinvorcessnd READNOTES ON TNISANDINCLUDED MREKREFERANCEPAGEMl47a73rev. 14402015BEFORE USE. Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for on IndrAdual bustling component, not a true system. Before use, the bustling designer must verily Me appllcablllty, of design parameters and properly Incorporate fhb design into the overall bustling 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 required for stability and to prevent collopsewith possible personal Injury and property damage, For general guldonce regarding the fobticaflon, storage: delivery, erection and bracing of trusses and truss systems, seeANSIMIt Quad" y Criteria, DSB a9. and BCSI Building Component 6904 Parke East Blvd. Safety Infarmationovaiiable from Truss Rate Institute, 218 N. We street. Suite 312, Alexantlrlo. VA 22314. Tampa, FL 33610 Job Truss Truss Type x Oty , Ply 719249786 2155938-SYNERGY-6104 E02 Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Dec 6 2019 MiTek Industries, Inc. Man Jan 2715:48:48 2020 Page 1 ID:SMa6Bwl02ef5wGkPx0Xv7yzmnGU-xFMzvGg3mnJh2jFjzdyROnhT18aP8jg46NY45zr6Mz -1-0-0 7-0-0 9.0.0 16-0-0 i 17-0.0 r 7-0-G 1 7-0-0 2.0.0 7.0-0 1-0-0 it Special 4x6 = Special 46 = Scale = 1:29.7 3x8 = 2x4 II 2x4 11 3x8 = Special Special LOADING (psQ SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 1 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.1 'Except' 3-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1355/0-8-0, 5=1355/0-8-0 Max Horn 2=-116(LC 9) Max Uplift 2=-1191(LC 8), 5=1191(LC 9) CSI. DEFL. in (loc) I/defl Ud PLATES TC 0.98 Vert(LL) 0.24 2-8 >782 240 MT20 BC 0.89 Verli -0.24 5-7 >770 180 WB 0.21 Hoa(CT) -0.06 5 n/a rt/a Matrix-SH Weight: 61 Ill BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-9-3 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2507/2308, 3-4=-2227/2183, 4-5=-2507/2308 BOT CHORD 2-8= 2018/2203, 7-8=-2035/2227, 5-7=-2013/2203 WEBS 3-8=-446/544, 4-7=-446/544 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; E>te C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water polluting. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to Dealing plate capable of withstanding 1191 ID uplift at joint 2 and 1191 ID uplift atjoint5. 7) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 243 lb down and 43810 up at 7-0-0, and 243 lb down and 4381b up at 9-0-0 on top chord, and 372 Ib down and 436.I11 up at 7-0-0, and 372111 down and 436 lb up at B-11-4 on bottom chord. The desigiVselection 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 (pIQ Vert: 1-3=-70, 3-4= 70, 4-6=-70, 2-5=-20 Concentrated Loads (lb) Vert: 3=-196(B)4=-196(B) 8=-372(B) 7=-372(B) GRIP 2441190 FT=20% Thomas A. Albani PE No.3938D MiTek USA, Inc. FL Ced 8634 6904 Parke East Blvd. Tampa FL 33610 Date: January 28,2020 O WARNING - VedfydestgnParemetersend READ NOTES ON MIS AND INCLUDED INTEKREFERANCEPAGEMX74neev.. UUMAZ15 BEFORE USE De9gn volld for use only with MITeIFiD 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 cppllcabllity of design parameters and properly Incorporate rutsth design into e overall buliding design. Bracing Indicated is to buckling Individual truss web Chord members only. Additlonal temporary and permanent bracing MiTek' prevent of and/or Is always required for slablllty and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and huss systems, seeANSVIPII CualM Cluster DSB-89 and BCSI Buld6sp Component fi904 Parke East Blvd,en Safely Infoationovoiloble from Truss Plate Institute. 218 N, Lee Shoat. Suite 312, Alexontlda VA 223314. Tampa, FL 33610 Job Truss Truss Type (Sy r Ply T19249787 2155938-SYNERGY-6104 EJ7 Jack -Open 30 1 �JobFteference (optional) Builders First Source, Plant City, FL - 32566. 3.8 = 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 27 15:48:49 2020 Pagel ID:SMa68w102ef5wGkPxOXv7yunnGU-ORWM7cdXG_AJBIRGg8B dKssiVW8eCplm65c)(zr6My Scale = 1:18.8 Plate Offsets (X,Y)-- 12:0-8-0,0-0-101 LOADING (pi SPACING- 2-0-0 CSI. DEFL. In (too) Wall Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(L-) 0.16 2-4 >501 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.72 Vert(CT) -0.21 2-4 >383 180 BCLL 0.0 ' Rep Stress Mar YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 231b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 REACTIONS. (lb(size) 3=204/Mechanical, 2=40510-8-0, 4=83/Mechanical Max Hom 2=262(LC 12) Max Uplift 3=-238(LC 12), 2=-237(LC 12), 4=-3(LC 12) Max Grew 3=204(LC 1), 2=405(LC 1), 4=127(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132ri TCDL=5.Opst BCDL=5.0i h=15tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2)-1-0-11 to 4-0-15, Interior(1) 4-0-15 to 6-11-4 zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with anyother live loads. 3) ' This truss has been designed for a live load of 20.01 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2381to uplift at joint 3, 237 lb uplift at joint 2 and 3lb uplift at joint 4. Thomas A Alban! PE No.39360 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January28,2020 O WARNPIG-Verty design parameters end REAONOTES ON MMAND/NCLUDEOMREKREFERANCEPAGEMX74YJ rev. 11VUS&O15BEFOREUSE. Deslgnvolid for use only with Mneeki connactors. This design Ls based only upon wramehus shown. and Is for on Individual bulltling component not ��- a truss system. Before use. the building designer must vorly the applicability of design parameters and properly Incorporate this design Into the overall bulling design. Bracing Indicated is to buckling Individual muss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent of b always mquked for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, seeANSIM11 to lM Criteria, DSO-09 and 6CSI BuildingCompanin} 6904 Pa4ceEazt BNa. SabylnlOrmatbnavollable from Truss Rote Institute. 218 N. Lee Street. Suite 332 Alexandria. VA 22 14. Tampa, FL 33610 Job Truss Truss Type ♦ cmy r Ply T19249788 2155938-SYNERGY-6104 HJ7 Diagonal Hip Girder 7 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240a Dec 62019 MiTek Industries, Inc. Mon Jan 27 15:48:50 2020 Scale =1:20.7 3,05 = NAILED NAILED u• �� NAILED 3.6 =5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Ve JILL) 0.07 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.07 6-7 >999 180 SCLL 0.0 ' Rep Stress Incr NO WB 0.40 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 41 Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-" oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ito/size) 4=161/Mechanical,2=510/0-10-15,6=338/Mechanical Max Hoe 2=275(LC 4) Max Uplift 4=200(LC 4), 2=507(LC 4), 6=-375(LC 4) FORCES. (Ib) - Max. CompJMax Ten. -Al l forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-870/837 BOTCHORD 2-7=-922/808, 6-7=-922/808 WEBS 3-7=-120/260, 3-6=-8561977 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) N/A 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-" tall by 2-" 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 200 lb uplift at joint 4, 507 lb uplift at joint 2 and 3751b uplift at joint 6. 7) 'NAILED" indicates 3-1 od (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 CASES) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 8=98(F=49, B=49) 10=-95(F=-47, B=-47) 13=-36(F=-18, B=-16) Thomas A Albanl PE No.39380 MTek USA, Inc. FL Cad 6634 69U Parke East Blvd. Tampa FL 33810 Date: January 28,2020 Q WARNING. Verifydeaignparameteraend READNOTES ON WISAND INCLUDED MorEKREFERANCEPAGENX74TJrev. 10'03Q015BEFORE 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 varty the applicability of design parameters and properly Incorporate m6 design Into Me overall Bracing indicated is to buckling individual truss web chord members only. Additional temporary and permanent bracing Welk' bulltling design. prevent of and/or Is always required for stability onal to prevent collapse with possible personal Injury and property damage. For general guidance regarding me Cast 6904 Palle East BNtl. eria.DSB49 and BCSI ding Component fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSBIPl1 Quality CMBol Safe Informodanavallable from Truss Rate Institute, 218 N. Lee Street, Suite 312, Alexandre, VA 22314. Tampa, FL a Job Truss L PJty` S Ply T79249789 2155938-SYNERGY-6104 Vol �Tnuss`rype Valley 1 1 Jab Reference (optional) lsmruers nrsl bounce, ream any, rL- azboa, 0.44us uec ozuIV Mu eFinausmes, mc. Mon Jan zr rb:Sa:JI zuzu raga 1 ID:SMa68w102ef5wGkPxOXv7yzmnGU-Mg26Ylsy2uEuYVSg05Af32PO4VJ3cVP6m4bChOzr6Mw 2x4 II 3 5 4 2x4 i 2x4 II 2x4 II LOADING (psg SPACING- 2-0-0 CS]. DEFL. in (loc) Well Ud TCLL - 20.0 Plate Grip DOL 1.25 TC 0.25 Ve art n/a - Na 999 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) rJa - rl/a 999 BCLL 0.0 ' Rep Stress Incr YES WE 0.15 Horz(CT) -0.00 4 n/a Ida BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (Iblsize) 1=110/7-11-6,4=143f7-11-6,5=386f7-11-6 Max Horz 1=238(LC 12) Max Uplift 4— 118(LC 12). 5=-317(LC 12) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-2771113 WEBS 2-5-3201495 Scale - 1:20.0 PLATES GRIP MT20 2441190 Weight 29 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15N; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-9-1 to 5-10-10, Interior(1) 5-10-10 to 7-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1181b uplift at joint 4 and 317 Ito uplift at joint 5. Thomas A. Albani PE No.39360 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 28,2020 QWARN/NG- Verttydeslgnparemetersead READ NOTES ON THISAND INCLUDED MITEKREFERANCEPAGENS7473rev. 10TUMO1SBEFORE USE. Design valid for use only Win Mlrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not ��- a has system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into Me overall building design. Bracing indicated is to prevent bucltiing of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' b alwoys requked for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regahLng the erection and bracing of trusses and hum systems, seeANSVTPil Dual9y Cdle4a; DSB419. and SCSI Building Component 6904 Parka East t Blvd.fabrication,storage.delivery, Sabty Informmbnavallable from Truss plate Institute, 218 N. Lee Sheet Suite 312 Mexanddo. VA 22 14. Tam pa, FL p Job Truss Truss Type l Otyr 1 Ply Tl9249790 215593&SYNERGY-6104 V02 Valley 1 1 Job Reference o tional nunaers rim bourne, ream try, rL- aeaoa, b.zvus Uuc ozme mr. ux amwmrs, me, men dams r rage r ID:SMa6Bw102ef5wGkPxOXv7yz nGU-gOcUletapBMIAf1OyphubGyDKvatL_yF?kUDszr6Mv 20 II 2 3 20 zx4 II LOADING (PSO SPACING- 2-0-0 CSI. DEFL. in (too) VdeO L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vart () n/a - n(a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) We - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matdx-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=229/5-11-6, 3=229/5-11-6 Max Horz 1=171(LC 12) Max uplift 1=-1 17(LC 12), 3=-189(LC 12) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3---204/328 Scale: 3/4'=l' PLATES GRIP W20 2441190 Weight: 20lb FT=20% Structural wood sheathing directly applied or 6-" oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opst; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone; cantilever left and light exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D0L--1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcunent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-" 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 117 Ito uplift at joint 1 and 189 lb uplift at joint 3. Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cad 8634 6904 Parke East Blvd. Tampa FL 33610 Date: January 28,2020 •Q WABNWG- WfifydesfoPeramereraeed BEAD NOTES ON MIS AND INCLUDEDaUTEKREFEILINCEPAGEMN-7470rex. 1411s,2015BEFOREUSE. Design valid for use only with MgElsisconnectors. This design Is based only upon parametersBfawn, and is for an Individual building component. not a trim system. Before use. Me building designer must verify the applicability of design parameters and properly Incorporate this design Into Die overall building design. Spacing Indicated is to prevent bucking of hdMduol truss web and/or chord members only. AddlDonal 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 Me fabrication. storage. delivery, erechbn and bracing of tnases and Muss systems. WeANSWIPII QualBy Ci edo, D3549 and SCSI Bidding Component VA 22314. 69N Parke East Blvd. Tampa, FL W610 Safely Woonatlemvoloble from inns Plate Institute, 218 N. We Sheet, Suite 312, Alexandria Job Truss Oly 1 Ply T79249791 2155938-SYNERGY-6104 V03 �Truss`rype Valley 1 1 LbRraftfrenoa(optional) 8ullders Flrsf bounce, Plana Glly, FL-32555, 1 d d 9.240 6 Uea B Z019 MI I eK Irousmaa, Ina. Man Jan 2f 15:4a:5Z ZV2U Yage 1 ID:SMa6Bw102ef5wGkPxOXv7ya GU-gOcUletapBMlAfI OyphubGyYSvgYILyF?kUDszr6Mv 2x4 � 2x4 II 2 3 Scale=1:11.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(L-) We - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(CT) Na - Na 999 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(CT) 0.00 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 131b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=139/3-11-6, 3=139/3-11-6 Max Ho¢ 1=104(LC 12) Mau Uplift 1=-71(LC 12), 3=-115(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or4-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opst h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and tight exposed ;C-C for members and tomes 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This t uw 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 muss to bearing plate capable of withstanding 71 Ib uplift at joint 1 and 115 lb uplift at joint 3. Thomas AAlbani PE No.39380 AUTO USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 28,2020 QWABNWG-Vetltydesl9n puamete2 end BEAD NOTES ON THMAND WCLVDEOMmENNEFENANCEPAGEMLL74Men,. 104112015BEFONE USE De9gn valid for use only with MBek(D connectors. The design Is based only upon parameters shown, and B for an Individual budding component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall bu0tlingdeslgn.BrachgIndicated Istopreventbuckling ofhdMducltrue web and/or chordmembersody. Additional temporary and perrncnentbracing Welk' Is always required forstabeily and to prevent collapse with posslbla personal hJury and property damage. For general guidance regartling the fobrkmion, storage. delivery. erection and bracing of hums and truss systems seeANSVTPII Quality CieeM. DSB-69 and BCSI Building Component 69N Pads East Blvd. Safely Infermationwafloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa. FL W610 Job T Truss Type 1 rny' Ply �V�04 T79249792 215593&SYNERGY-6104 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 2[4 4 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 2715:48:53 2020 Page 1 ID:SMa68w102ef5wGkPxOXv7y=nGU-ICAsy_uCaVUuwpcCV WC78TVnwJ214RBPD04111zr6Mu 5.00 Scale = 1:6.9 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) VdeB Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 2 n/a We BCDL 10.0 Code FBC2017/rP12014 Mahix-P Weight: 5 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 1=5611-11-6, 2=44/1-11-6, 3=12/1-116 Max Holz 1=42(LC 12) Max Upli81=-28(LC 12), 2=-53(LC 12) Max Grav 1=56(LC 1).2=44(LC 1), 3=25(LC 3) FORCES. (lb) -Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opst BCDL=5.Opsf; h=15h; Cat. II; Exp C; Encl., GCpi=-0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) Gable requires continuous bottom chord beating. 3) This truss has been designed for a 10.0 lost bottom chord live load nonconcurent with any other five loads. 4) ' This Puss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28lb uplift at joint 1 and 53lb uplift at joint 2. Thomas A. Alban! PE No.38380 MTek USA, Inc. FL Cad 8634 6904 Parka East Blvd. Tampa FL 33610 Date: January 28,2020 • &WARNPIG-Ve4ryd.ss.Pauametenead REAONOTES ON THISAND INCLUDED MITEKREF£NANCEPAGEM67473rev. ra21V101SBEFORE USE DesignvNW for use ONy with MRBIs� connectors. ibis tleslgn Is based only upon parpmeterss shown, antl Istor on IntlMtluOl buatlNg component, not �� a hiss system. Bafoie use, the builtling tlesigner must veiiry the applicaNliry of tlesign parameters antl propetly incorporate th'a Des'W7lnfo 0e Overall design. 6rocing httlicatetl Ls to bucBing lntlMtlual buss web members orJy. Atltlinonol }emporory antl permanent Wacing MiTek' b:-g prevent of antl/or chot0 8 always requ6etl for sfabllily antl to prevent collopse with possible personal lnlury antl propeM Damage. For general guitlance regartling roe tobrkotbn. atarage. DalNery, erection antl bracing of busses antl trans systems seeAN31/IPII Gaa®v Q@1M. D3a-09 and 1051 auldb9 Componmf 69M "aft East BNd. SabtV Wormafbmva0able hom Truss Plate huhtute. 218 N. Lae Sheet Suite 312. Plexantlrla. VA Z2 14. Tampa, FL 33610 Jab Truss Truss Type t Qryr Ply T79249793 2155938-SYNERGY-6104 V05 Valley 1 1 Job Reference o tional Builders First Source, Plant City, FL- 32566, 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Jan 2715:48:54 2020 Page 1 ID:SMa6Bw1 O2ef5wGkPxOXv7yz GU-mPjFAKugLpcTPzBP3EjMhhlv4lmpuRYS2gsHIar6Mt 2.10.8 5.9-0 2.10-e 2.10-8 3.6 = 20 2x4 Scale =1:10.6 .d d Plate Offsets (XY)— [2:0-3-0 Edgel LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(L-) n/a - We 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hoa(CT) 0.00 3 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 151b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 1=191/5-7-13, 3=191/5-7-13 Max Horz 1=31(LC 12) Max Uplift 1=-106(LC 12), 3=-106(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - NI forces 250 (lb) or less except when shown. TOP CHORD 1-2=-214/300, 2-3— 214/300 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Fxp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This Muss 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 1061b uplift at joint 1 and 106 lb uplift at joint 3. Thomas A. Mbmi PE No.39383 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: January28,2020 • QWARNNG-Verify designParemererssnd Ral)NOTES ON 1NISANG INCLUOEOMIFEKNEFENANCEPAGEY 74M rev. 1a9a1p15eEFGRE USE Design valid for use only with Mnek0 connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not a huts system. Before use, the bdiding designer must verily the applicability of design parameters and propetly Incorporate this; design into the overall buckling individual truss and/or chard members only. Additional temparory and permanent bracing MiTek' budding design. Bracing indicated is to prevent of web Is alwoys feauked for stability and to prevent collapse with possible personal lNury and property damage. For general guidance regarding the fabrication. storage. delivery. erection and bracing of trusses and truss systems, seeANSViPII Qua1By Cftrlo. OSS49 and SCSI Butding Component 6904 Parke East Blvd. Safely mformotionowauoble from Tnns Plate Institute. 218 N. Lee Shoot Suite 312. Alexandria VA 22314. Tampa, FL 33610 Job Tnus Truss Type t 71 Ply T79249794 2155938-SYNERGY-6104 �V06 Valley 1 1 Job Reference o tiorlal oulpers Tina aourca, warn Ilry, rL- oeaoq rued ID:SMa68w102ef5wGkPxOXV7ym GU-EhHdNgvS66kK17mbdxFbDua447fPYKAiHZPgBzr6Ms d d Axe = F] 4 3x4 2x4 II 3x4 Scale=1:17.6 LOADING (psi TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CS'. TC 0.25 BC 0.37 WB 0.10 Matrz-SH DEFL in (too) Udell L/d Verl(LL) Na - Na 999 Ver(CT) Na - Na 999 Horz(CT) 0.00 3 Na Na PLATES GRIP MT20 2441190 Weight: 30111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP N1.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP N0.3 REACTIONS. (fib/size) 1=161/9-7-13, 3=161/9-7-13, 4=419/9-7-13 Max Horz 1=60(LC 12) Max Uplift 1=-111(LC 12). 3=-122(LC 13), 4=-189(LC 12) Max Grav 1=166(LC 23), 3=166(LC 24), 4=419(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 260 (Ib) or less except when shown. WEBS 2-4=-277/329 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.OpsY h=15ft; Cat. II; Exp C; Encl., GCpr=0.18; MW FRS (envelope) gable end zone and C-C Exteror(2) zone; cantilever left and right exposed ;C-C for members and tomes 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 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 20.0ps1 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 111 lb uplift at joint 1, 122111 uplift at joint 3 and 189 lb uplift at joint 4. a .d Thomas A Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904Parka East Blvd. Tampa FL 33610 Date: January 28,2020 • AWARNWG-Verity Eest9n peremetereand READ NOTES ON IRIS AND INCLUDED MMEK REFERANCEPAGEUM174Td rev. 104) 20158E 011E USE Das vokf for use Dray yAm MRek00 connectors. ruts design a based only upon parameters shown. Ond h for on IntlNWual bu0tling wmponant, not a tnm system. Before use. the bu0tling tle9gner must verdy me appllcablllty of tla9gn parameters antl properly Incoipomte hill tle9gn Into the overall bu0tling de9gn. &acing indicated is to prevent buckling of IndNldual buss web and/or chortl members only. Additional temporary and peimonent bracng MiTek' 6 ahvays requae0 far stab0irycntlto prevent collapse wim pos9ble personal lIr and propeM tlamage. For general guidance regarding the tobtleatiort storage, delNery. eie<ibn and bracing of busses and buss systems, seeANSVIP11 Cue01y Cm4do, DSII-09 antl SCSI hs�dYsp Campen.nl 6904 Peha EestBNtl. SeNty Inlormo6omvo0oDle ham Truss Plate Im111Ne. 218 N. Lee Sheet, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Tnas Tntts Type 81y1 Ply T79249795 2155938-SYNERGY-6104 V07 Valley 1 1 Job Reference o donor umiders mrst source, Fiam Lary, FL-32bbb, a.24u s uec b 2m a mu en lMM1nas, Ihc. man 4an zr IDAMD 1 zoao Scale = 1:21.9 4x6 = 3 8 7 6 30' 2x4 11 20 II 2.4 11 3x4 C LOADING (ps' TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-04) Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CS'. TC 0.16 BC 0.11 WB 0.10 Matrix-SH DEFL in Veri(LL) n1a Vert(CT) n/a HOrz(CT) 0.00 (loc) Udell L/d - n/a 999 - n/a 999 5 n/a We PLATES GRIP MT20 244/190 Weight: 471T=20% b F LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-7-13. (lb) - Max Hom 1=-89(LC 17) Max Uplift All uplift 100 lb arises at joint(s) 1, 5,7 except 6=-278(LC 13), a=-279(LC 12) Max Gmv All reactions 250 Ib or less at joints) 1, 5, 7 except 6=334(LC 24), 8=334(LC 23) FORCES. (lb) - Max Comp./Max Ten. -All forces 250 (lb) or less except when shown. WEBS 4-6=-250/344,2-8=-250/344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) 0-9-1 to 5-10-10, Intedor(1) 5-10-10 to 6-10-8, Exteriar(2) 6-10-8 to 12-0-2, Interior(1) 12-0-2 to 12-11-15 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 5) ' This trusts has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100lb uplift at joint(s) 1, 5, 7 except (jt=lb) 6=278, 8=279. Thomas A Albert PE No.39380 MTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January28,2020 • QWANNWG- Verityde4/gn Para.d ra ndREAD NOTES ON THISAND WCLUDED MGEKREFERANCEPAGEM47473rev. 101XD2015BEFORE USE D sign valid for use only with MTek® connectors. This design h based only upon parameters shown. and a for on individual building component. not a truss system. Before use. Me building designer must verify Me applicability of design parameters and properly hcorpmate this design Into me overall building design. &acing hdicaled is to buckling of hdlvdual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent Is always raqutred for staleMy and to prevent collapse with possible personal Injury and property damage. For general guidonce regarding Me fabrication, storage. delivery, erection and bracing of trusses and huss systems. seeANSVIPiI Quietly Criteria, DSSdy and BCSI puldFg Campenent 69M Palle East BNd. Safety mfounpflonamloble from Truss Rate InsfiMe. 218 N. Lee Street Suite 312. Alexandda. VA 22314. Tampa. FL M610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless Y. y offsets are Indicated. Dimensions are In ft-in-sixteenths, Apply plates to both sides of Truss and fully embed teeth. 0 �/Idr LLt—j For 4 x 2 orientation, locate plates 0-1ns from outside edge of truss. This symbol indicates the required direction of slots In connector plates. Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension Is the plate width measured perpendicular 4 x 4 to slots. Second dimension is The length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of The output. Use T or I bracing If indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but dle� reaction section Indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 I dimensions shown Infi#esnihs t scale) (Drawings not To scale) 2 3 TOP CHORDS 0 c O U U a- O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311,ESR-1352,ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev, 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or altemative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. S. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted. this design Is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criferla.