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HomeMy WebLinkAboutTRUSSMIS® a Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. W1®� �D MiTek Wp11616r,01mb RE: 1388206-PSLP-MOJICA - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. a pa, FL 33610-4115 Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: MOJICA Mode' Lot/Block: Subdivision: Address: 5507 BIRCH DRIVE City: FORT PIECE Staate: FL 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: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 29 individual, dated Trluss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the F,Iorida Board of Professional Engineers Rules. No. Seal# I Truss Name I Date No. Seal# Truss Name Date 1 T13597206 1 A01 3/26/18 118 1 T13597223 1 D04 3/26/18 12 1 T13597207 1 A02 1 3/26/18 119 1 T13597224 1 E01 1 3/26/18 13 1 T13597208 1 A03 1 3/26/18 120 1 T13597225 1 EJ4 1 3/26/18 14 1 T13597209 1 A04 1 3/26/18 121 1 T13597226 1 EJ7 1 3/26/18 5 1 T13597210 A05 3/26/18 122 1 T13597227 1 HJ4 3/26/18 6 1 T13597211 B01 3/26/18 123 1 T13597228 1 HJ7 3/26/18 7 1 T13597212 1 B02 3/26/18 124 1 T13597229 1 V01 3/26/18 18 1 T13597213 1 B03 1 3/26/18 125 I T13597230 1 V02 1 3/26/18 19 1 T13597214 1 B04 1 3/26/18 126 1 T13597231 1 V06 1 3/26/18 1 110 T13597215 1 CO2 1 3/26/18 127 1 T13597232 1 V07 1 3/26/18 1 Ill T13597216 1 CO3 1 3/26/18 128 I T13597233 1 V08 1 3/26/18 1 112 1 T13597217 1 C04 1 3/26/18 129 I T13597234 1 V09 1 3/26/18 113 1 T13597218 1 CJ1 1 3/26/18 1 114 1 T13597219 1 CJ3 1 3/26/18 115 1 T13597220 1 CJ5 3/26/18 116 1 T13597221 1 DO 3/26/18 117 1 T13597222 1 D02 1 3/26/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the param LE co provided by Builders FirstSource - Plant City. I Truss Design Engineer's Name: Finn, Walter, My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are basedlupon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included isj for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly) incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 011111111►►►'I P.F/ ���i `9 • ti �i No 8 • 9:?O•: OF i •<(/�� �'O�t • �� ORO P' N i"'4ss,ONAl. 11111 N Walter P. Finn PE;No.22839 MITek USA, Inc. k Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018-1 Finn, Walter 1 of 1 Job I russ russ I ype Qty Ply T13597206 1388206-PSLP-MOJICA A01 Scissor 6 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 Run: 8.200 s Jan 22 2018 Print: 8.210 s Mar 12 2018 MiTek Industries, Inc. Mon Mar 26 15:69:24 2018 Page 1 I D: E PnYvXLGnm_Wsxd5lFlUfJyl91R-_H8BDBCK?ZDcNPG9BwOLJWxgaZpu3lbGIB3BKAzX1 FX 1-0-0 7-0-1 13-3-8 19-6-15 26-7.0 27-7-0 1-0-0 7-0-1 63-7 6-3-7 7-0-1 1-0-0 Scale = 1:46.2 6.00 F12 Sx8 i 12 3 4x6 = 13 5x8 5 11 I 9 14 5x8 = 0 10 N 8 2 2x4 I I 2x4 I I 6 m 7 Io 3.00 F12 ` 6x8 6x8 Z�- 7-0-1 133-8 19-6-15 26-7-0 7-0-1 6-3-7 6-3-7 7-0-1 Plate Offsets (X Y)-- f2:0-5-9 Edge) (3:0-4-0 0-3-0) [5:0-4-0 0-3-0) 16:0-5-9 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TCI 1.00 Vert(LL) 0.31 8-9 >996 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BCI 0.83 Vert(CT) -0.48 8-9 >645 180 BCLL 0.0 Rep Stresslncr YES WB 0.62 Horz(CT) 0.35 6 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 117lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 1-4-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-11-8 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1031/0-7-10 (min. 0-1-8), 6=1031/0-7-10 (min. 0-1-8) Max Harz 2=-116(LC 10) Max Uplift 2= 260(LC 12), 6=-260(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -.All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-2978/2206, 3-11=-2868/2221, 3-12=-2087/1534, 4-12=-2072/1558, 4-13=-2072/1552, 5-13= 2087/1529, 5-14— 2868/2226, 6-14=-2978/2211� BOT CHORD 2-10=-1876/2649, 9-10= 1878/2637, 8-9=-1888/2637, 8=-1886/2649 WEBS 4-9= 941/1490, 5-9=-805/916, 5-8=0/288, 3-9=-805/917, 3-10=0/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 4-7-3, Extedor(2) 4-7-3 to 13-3-8, Comer(3) 13-3-8 to 18-10-11 zone; cantilever left and right exposed ;C-C for members and forces & MW Fj IS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSVTPI 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 100 lb uplift at joint(s) except Qt=lb) 2=260, 6=260. LOAD CASE(S) Standard j Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MIF7473 rev. 10/03,2015 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not a IRM system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage- delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 o russ russ ype ' ty y T13597207 1388206-PSLP-MOJICA A02 SCISSORS 4 1 Job Reference (optional) dunaers mrsuaource, non niece, t-L uvaat- 6.00 12 3x4 11 2 10 9 1 2x4 II i e i 3.00 6x8 12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017[TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except` 1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 nun: ozw s JGI I LL LV I O rl IIII. a.G I U SIVIGI mu i nvu a. I D:EPnYvXLGnm_W sxd5l Fl UfJy191R-SThZQXDymtLT_YrLkdvarkU7Kz9gokXQ 13-3-8 19-6-15 26-7-0 6-3-7 6-3-7 7-0-1 46 = 3 i I 12 5x8 4 I 8 13 5x8 = 7 2x4 11 6x8 13-3-8 19-6-15 26-7-0 6-3-7 ! 6-3-7 7-0-1 KrplsczXy1 FW 1-0-0 ' Scale = 1:44.6 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 1 1.00 Vert(LL) 0.32 7-8 >984 240 MT20 244/190 BC 0.85 Vert(CT) -0.47 7-8 >659 180 W B 1 0.64 Horz(CT) 0.34 5 n/a n/a Matrix-SH Weight: 115 lb FT = 20% BRACING - TOP CHORD Sheathed or 1-4-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 3-3-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=958/0-7-10 (min. 0-1-8), 5=1033/0-7-10 (min. 0-1-8) Max Horz 1= 118(LC 8) Max Uplift 1= 228(LC 12), 5= 260(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except hen shown. TOP CHORD 1 -1 0=-3004/2372, 2-10=-2849/2386, 2-11=-2096/16%3-I 1=-2013/1625, 3-12=-2080/1563, 4-12— 2095/1540, 4-13=-2875/2288, 5-13=-2985/2273 BOT CHORD 1-9— 1973/2675, 8-9=-1964/2669, 7-8=-1944/2643, 5-7=-1943/2655 WEBS 3-8=-1003/1495, 4-8_ 804/911, 4-7=0/288, 2-8=-831/938,12-9=0/285 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; I ---=4.2psf; BCDL=5-Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MIN FRS (envelope) and C-C Comer(3) 0-3-13 to 5-11-0, Exi;erior(2) 5-11-0 to 13-3-8, Comer(3) 13-3-8 to 18-10-11 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. I 5) Bearing at joint(s) 1, 5 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 100 lb uplift at joint(s) except (jt=lb) 1=228, 5=260. I LOAD CASE(S) Standard I Welter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: March 26,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE M➢-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parpmeters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parametersand 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 NOW Is always required for stabiilty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 o russ russ I ype 1 * city y T13597208 1388206-PSLP-MOJICA A03 Roof Special 2 1 Job Reference (optional) Builders Hrs150urce, Fori I'leCe, FL 34y46 nun: e..w s da zc zu,o nnn. o.c w s 1 i 1 c .... n u y= I D: EPnYvXLGnm_W sxd5lFl UfJyl91 R-wgFxetEaXBUKciOXI LQpOxi CeNS0X6JZmVYI P22 1 FV 1.0-0 6-11-0 13-3-8 17-7-10 21-10-7 26-7-0 27-7-0 1-0-0 6-11-0 6-4.8 4-4-2 4-2-13 4-8-9 1-0-0 �1 O M- iQ] 6x8 = 6.00 12 Scale = 1:46.2 O 2x4 11 " 3x8 = 2x4 11 I.uu I rZ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.25 11 >999 240 TCDL 7.0 Lumber DOL 1.25 BC , 0.98 Vert(CT) -0.50 8-10 >625 180 BCLL 0.0 Rep Stress Incr YES W B 10.99 Horz(CT) 0.19 8 n/a rl/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 `Except` BOT CHORD 5-12: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1035/0-7-10 (min. 0-1-8), 8=1040/0-7-10 (mil . 0-1-8) Max Horz 2=117(LC 11) Max Uplift 2=-258(LC 12), 8=-256(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-16_ 1695/1322, 3-16=-1543/1336, 3-17=-1151/1043, 4-I 7=-1065/1064, 4-5=-2539/2171, 5-18=-2538/1949, 6-18=-2555/1941, 6-7= 2619/1939, 7-8=-2854/2283 BOT CHORD 2-15=-1008/1432, 14-15= 1009/1428, 13-14=-1009/1428, I5-10_ 227/506, 8-10� 1870/2547 WEBS 3-15=0/285, 3-13= 559/624, 10-13=-467/1018, 4-10= 1498/1896, 7-10= 215/490 8-11-6 ' PLATES GRIP MT20 244/190 Weight: 142 lb FT = 20% Sheathed or 3-1-9 oc pur ins. Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 10-12 I MiTek recommends that Stabilizers and required cross bracing I j be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL 4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 4-7-3, Extenor(2) 4-7-3 to 13-3-8, Comer(3) 13-3-8 to 18-10-11 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing atjoint(s) 8 considers parallel to grain value using ANSIfFP( 1 angle to grain formula. Building designer should verify capacity of bearing surface. 1 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=258, 8=256. LOAD CASE(S) Standard Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018 0 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mir-7473 rev, 10/0312015 BEFORE USE. Design valid for use only with MtTek® connectors. This design Is based only upon parametersshown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII 9uatlty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type "�Oty Ply T13597209 1388206-PSLP-MOJICA A04 COMMON 3 1 Job Reference (optional) bU1108rS rlrSl,u0 0, rOn rle0e, rL 1gVg3 6-11-0 nuu: o.zuus dan zz zu io rnrn: o.z iu s mar iz ev to mi I wK Oru—i—, rw. M IiV ,— I,.pH -- rtl 9, ID:EPnYvXLGnm_Wsxd5lFlUfJy191R-OspJrDFCHUcBEs?ks2x2w9ZRBnrsGdaj_81rxV IFU 13-3-8 14-4-4 16-4-0 17-4-ia 21-7-12 26-7-0 6-4-8 1-0-12 1-11-12 1-0-13 4-2.15 4-11-4 5x6 = 6.00112 4 2x4 = 14 16 5 5x6 12 3 2x4 = v v I `r 8-2-8 11 10 9 17 2x4 I I 6x12 MT20HS = 7x10 = 3-3-8 .14-4-4 Scale = 1:47.3 2x4 11 6 16 7 Ia 0 18 8 3x8 2x4 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.43 8-9 >732 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.97 8-9 >325 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matri�SH Attic -0.21 8-9 484 360 Weight: 152lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except` 4-7: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.2 `Except' 3-11,3-9: 2x4 SP No.3, 4-9: 2x4 SP M 31 REACTIONS. (lb/size) 7=1348/Mechanical, 2=1232/0-7-10 (min. 0-1-8 Max Harz 2=193(LC 16) Max Uplift 7= 87(LC 13), 2— 312(LC 12) Max Grav 7=1550(LC 2), 2=1265(LC 2) FORCES. (ib) -Max. Comp./Max Ten. -All forces 250 (lb) or less except TOP CHORD 2-13=-2152/351, 3-13=-2085/374, 3-14=-2114/157, 4-14= 5-15=-1585/149, 5-6=-2171/155, 6-16= 2262/0, 7-16=-23 BOT CHORD 2-11=-388/1853, 10-11=-386/1858, 9-10=-386/1858, 9-1 i 8-18=0/1963, 7-8=0/1963 WEBS 3-9=-300/550, 9-12=0/1232, 4-12=0/1287, 5-12=-517l70, NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL: GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extertor(2) -1- 16-3-8 zone; cantilever left and right exposed ;C-C for members and fon grip DOL=1.60 3) 400.01b AC unit load placed on the bottom chord, 18-0-0 from left end, s 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonc 6) ' This truss has been designed for a live load of 20.Opsf on the bottom c will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 5-6, 5-12 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate cal 2=312. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard BRACING - TOP CHORD BOT CHORD shown. /168, 4-15=-1576/161, 63, 17-18=0/1963, Sheathed or 3-6-10 oc pudins. Rigid ceiling directly applied or 9-4-3 oc bracing MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. !psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., to 2-0-0,Interior(1) 2-0-0 to 13-3-8, Exterior(2) 13-3-8 to & MW FRS for reactions shown; Lumber DOL=1.60 plate rted at two points, 2-0-0 apart. rent with any other live loads. in all areas where a rectangle 3-6-0 tall by 2-0-0 wide psf) applied only to room. 8-9 of withstanding 100 lb uplift atjoint(s) 7 except Qt=lb) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MILK REFERANCE PAGE Mfl•7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job I russ Truss Type ty ply T13597210 [Job 1388206-PSLP-MOJICA A05 COMMON 1 1 Reference optional) Builders FirslSource, Fort Niece, FL 34945 nun: o.zvu s oan — — i o nnu: o.c w s rvidi 1-0-0 ----i .-ui ID:EPnYvXLGnm_Wsxd5lFlUfJyl9lR-s2Nh3ZFg2ok2rOZwQmSHTM6dTBBk ?3GsDo1 PTxzyXoi FT 6-11-0 13-3-8 16-4-0 74 712 26-7-0 1-0-0 6-11-0 6-4-8 144-2 .11-12 101a3 42-5 4.11-4 �1 0 5x6 = I 6.00 12 3x6 = I I a 3x8 2x4 I1 � 6x12 MT20HS = 7x10 = 2x4 11 Scale: 1/4°=l' 6-11-0 133-8 144-4 21-7-12 26-7-0 6-11-0 1 6-4-8 1-0-12 7-3-8 4-11-4 Plate Offsets (X Y)-- f3:0-3-0 0-3-01 [7:0-4-8 Edge] (9:0-3-8 0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl , Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.43 8-9 >732 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.93 8-9 >340 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES W B 0.71 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Attic -0.21 8-9 484 360 Weight: 152lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Sheathed or 3-6-11 oc pudins. 4-7: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP M 26 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 `Except` be installed during truss erection, in accordance with Stabilizer 3-11,3-9: 2x4 SP No.3, 4-9: 2x4 SP M 31 Installation guide. REACTIONS. (lb/size) 7=1333/Mechanical, 2=1247/0-7-10 (min. 0-1-6) Max Horz 2=193(LC 12) Max Uplift 7=-102(LC 13), 2=-296(LC 12) Max Grav 7=1535(LC 2), 2=1280(LC 2) I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except then shown. TOP CHORD 2-13=2186/317, 3-13=-2120/340, 3-14=-2145/125, 4-14=-2035/137, 4-15=-1621/116, 5-15— 1630/104, 5-6= 2202/123, 6-16=-2279/0, 7-16= 2362/0 BOT CHORD 2-11= 358/1883, 10-11= 356/1888, 9-10=-356/1888, 9-17 -i0/1985, 17-18=0/1985, 8-18=0/1985, 7-8=0/1985 WEBS 3-9=-303/547, 9-12=0/1272, 4-12=0/1325, 5-12=-501/86, 6-8=-53/444 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) -1-0;0 to 2-0-0, Interior(1) 2-0-0 to 13-3-8, Exterior(2) 13-3-8 to 16-3-8 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) 400.Olb AC unit load placed on the bottom chord, 17-0-0 from left end, supported at two points, 2-0-0 apart. 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. 1 7) Ceiling dead load (5.0 psf) on member(s). 5-6, 5-12 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 8-9 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=102, 2=296. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Walter P. Finn PE No.22839 LOAD CASE(S) Standard MiTek USA, Inc. FL Cart 6634 $904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018 I A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED ME X REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component not a truss system. Before use, the building designer must verify the applicabilityof design parametersand 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 wilh possible personal Injury and property damage. For general guidance regarding the M!Tek` fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss russ I ype ' ty�P" i T13597211 1388206-PSLP-MOJICA B01 Hip 1 1 Job Reference (optional) Builders FirslSoures, Fort Piece, FL 34945 Run: 8.200 s Jan 22 2018 Prim 8.210 s Mar 12 2016 MI I eK industries, Inc. Mon Mar 26 70:88:2y Z01C 6 1 ID:EPnYvXLGnm_Wsxd5lFlUfJyl91R-KFx4GvGTp6svTA86zTzWOafmBacQkaR?SSny?N ra iFS 1-0-0 6-3-4 12-0-0 14-7-0 20-3-12 26-7-0 27-7-0 1-0-0 6-3-4 5-8-12 2-7-0 5-8-12 6-3-4 1-0-0 4x6 = 4x6 = Scale=1:46.2 m I11, 0 4x6 = "1 '. 11 4x6 = 2x4 11 3x4 = 2-7-0 5x6 = 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.12 9-10 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0,49 Vert(CT) -0.20 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH 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) 2=1031/0-7-10 (min. 0-1-8), 7=1031/0-7-10 (min. Max Harz 2= 106(LC 10) Max Uplift 2=-253(LC 12), 7=-253(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1711/1124, 3-13=-1575/1136, 3-4=-1220/873, 4-5=11027/851, 5-6— 1220/873, 6-14=-1575/1137,7-14=-1711/1124 BOT CHORD 2-12=-898/1451, 11-12=-898/1451, 10-11= 434/1027, 9-10=-809/1451, 7-9=-809/1451 WEBS 3-12=0/262, 3-11=-536/532, 4-11=-200/324, 5-10=-201/3241 6-10— 536/533, 6-9=0/262 PLATES GRIP MT20 244/190 Weight: 132 lb FT = 20% Sheathed or 4-1-10 oc puffins. Rigid ceiling directly applied or 5-10-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL="4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 4-7-3, Exterior(2) 4-7-3 to 27-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=253, 7=253. LOAD CASE(S) Standard Welter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018 0 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010=015 BEFORE USE Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 oruss russ type ' ty y T13597212 1388206-PSLP-MOJICA �'102 Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 Hun: 8.200 s Jan 22 2uta rani: a.zi u s Mar t z tut o mff ex mausiries, inc.Mon mar zo r oaa:3u zc ro ray. , I D: EPnYvXLGnm_W sxd5l FI UfJyl91 R-oRVSU FH5aP_m5KjJXBVIYnBxF_yRT4U 9h6W W YgzXi FR 1-0-0 6-3-4 11-0-0 15-7-0 20-3-12 26-7-0 27-7-0 1-0-0 6-3-4 4 -12 4-7-0 4-8-12 6-3-4 1-0-0 Scale=1:46.2 co yI1 0 6-3-4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 I I 4x6 = cva = CSI.I DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.67 Vert(LL) 0.08 2-12 >999 240 MT20 2441190 BC 0.51 Vert(CT)-0.1310-11 >999 180 W B 0.28 Horz(CT) 0.06 7 n/a n/a Matrix-SH Weight: 137 lb FT = 20% BRACING - TOP CHORD Sheathed or 4-0-8 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-11-2 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1031/0-7-10 (min. 0-1-8), 7=1031/0-7-10 (min. 0-1-8) Max Horz 2=98(LC 11) Max Uplift 2=-246(LC 12), 7= 246(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except lvhen shown. TOP CHORD 2-13=-1700/1108, 3-13=-1591/1120, 3-4=-1283/916, 4-5J-10951874, 5-6=-1282/915, 6-14=-1592/1121, 7-14=-1700/1109 BOT CHORD 2-12= 880/1438, 11-12=-880/1438, 10-11=-480/1095, 9-10= 791/1439, 7-9= 791/1439 WEBS 3-11=-426/473, 4-11— 195/342, 5-10=-206/341, 6-10=-427/473 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. Il; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 4-7-3, Extenor(2) 4-7-3 to 27-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonc ' ncurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=246, 7=246. LOAD CASE(S) Standard Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use oNy with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mii'ek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/1PI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 o russ Truss Type ty y T13597213 1386206-PSLP-MOJICA B03 Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 Run: 8.200 s Jan 22 2018 Print: 8.210 s Mar 12 2018 MITBK Industries, Inc. Mon Mar 26 15:59:31 2018 t'a� ge 1 ID:EPnYvXLGnm_Wsxd5lFlUfJy191R-Hd3ghaljLj6cjTIV5u0_5?k6wODRCZ31vmG34GzX1 FQ 1-0-0 6-4-4 9-0-0 13-3-8 17-7-0 go 2-12 26-7-0 27-7-0 1-0-0 6-4-4 2-7-12 4-3-8 4-3-8 2-7-12 6-4-4 1-0-0 1 Scale = 1:46.2 4x6 = 1 3x4 = 4x6 = 4 1 5 6 9-0-0 17-7-0 26-7-0 9-0-0 8-7-0 9-0-0 LOADING (psf) SPACING- 2-0-0 CS1. I DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.15 2-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.33 2-12 >956 180 BCLL 0.0 Rep Stress Incr YES IN 0.19 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix SH Weight: 128 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 3-9-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-13 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation vide. REACTIONS. (lb/size) 2=1031/0-7-10 (min. 0-1-B), 8=1031l0-7-10 (min. 0-1-8) Max Horz 2=-82(LC 10) Max Uplift 2=-230(LC 12), 8_ 230(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-13=-1634/1086, 3-13=-1540/1098, 3-4=-1436/1002, 4-51-1251/911, 5-6= 1251/911, 6-7= 1436/1002, 7-14=-1540/1098, 8-14=-1634/1086 BOT CHORD 2-12=-860/1397, 11-12=-696/1372, 10-11= 696/1372, 8-10— 771/1397 WEBS 3-12= 244/414, 4-12=-350/495, 5-12=-258/196, 5-10=-258h96, 6-10=-351/495, 7-10� 244/415 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; BCDL=5.0psf; h=15ft; Cat. 11; Exp B; Encl., GCpj=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 4-7-3, Exterior(2) 4-7-3 to 27-7-0 zone; cantilever left and right exposed -C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonco current with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (jt=lb) 2=230, 8=230. LOAD CASE(S) Standard Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon paraineters shown, and Is for an Individual building component, not Not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIITPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Mexandrla, VA 22314. Tampa, FL 33610 Job I russ Truss Type aty Ply T13597214 1388206-PSLP-MOJICA B04 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 Run: 8.200 s Jan 22 2018 Print: 8.210 s Mar 12 2018 MiTek Industries, Inc. Mon Mar 26 15:59:33 2018 Pa 1 I D:EPnYvXLGnm_W sxd5lFl UfJyl91 R-DOAa6GJztKM KynSuCJ2SAQpTfCvagMTbN4lA98zX1 FO 1-0-0 3-9-4 7-0-0 13-3-8 19.7-0 22-9-12 26-7-0 27-7-0 1-0-0 3-9-4 3.2-12 6-3;8 6-3-8 3-2-12 3-9-4 1-0-0 Co yI1 0 7-0-0 NAILED Special NAILED 5x8 = Special I NAILED NAILED 2x4 II NAILED NAILED 5x8 = 3 11 10 4 11 1d S Special NAILED NAILED Special 7-0-0 Scale = 1:46.2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/fP12014 CSI. i TC 0.60 BC 0.73 WB 10.58 Matrix-SH DEFL. in Vert(LL) 0.24 Vert(CT) -0.35 Horz(CT) 0.12 (loc) Udefl Ud 9 >999 240 8-9 >886 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 120lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Sheathed or 3-3-8 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-1-3 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=2001/0-7-10 (min. 0-2-6), 6=2001/0-7-10 (mil. 0-2-6) Max Horz 2=-65(LC 6) Max Uplift 2=-899(LC 8), 6=-899(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3736/1720, 3-11=-4286/2027, 11-12=-4286/2027, 4-i 2=-4285/2027, 4-13= 4285/2027, 13-14= 4286/2027, 5-14= 4286/2027, 5-6_ 3736/1720 BOT CHORD 2-10=-1482/3228, 10-15=-1484/3250, 15-16=-1484/3250, 9-16=-1484/3250, 9-17=-1435/3250, 17-18=-1435/3250, 8-18=-1435/3250, 6 8=-1433/3228 WEBS 3-10=-73/667, 3-9= 617/1263, 4-9= 850/726, 5-9= 617/1263, 5-8=-74/667 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MIN FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=899, 6=899. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0. 1 48"x3.25") toe -nails per NDS guldlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 206 Ib down and 292 Ib up at 7-0-0, and 206 Ib down and 292 Ib up at 19-7-0 on top chord, and 319 Ib Pown and 169 Ib up at 7-0-0, and 319 Ib down and 169 Ib up at 19-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 2-6= 20 Welter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE MII-7473 rev. 10/032015 BEFORE USE. -- Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �" a Truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply � T13597214 1388206-PSLP-MOJICA B04 Hip Girder 1 1 Job Reference (optional) Builders FirslSource, Fort Piece, FL 34945 sun: 8.200 Sian 22 zUl B vrim: 8.z1 v s Mar 12 Zui o MI I ek indusines, inc. Mon mar zo ioaa:oa —o I'd, d , < ID:EPnYvXLGnm_Wsxd5lFlUfJylglR-DOAa6GJztKMKynSuCJ2SAQpTfCvagMTbN41A98z 1FO LOAD CASE(S) Standard Concentrated Loads (Ib) Vert:3=-159(B) 5=-159(B) 10=-319(B) 9=-109(B) 4= 219(B) 8'-319(B) 11=-11O(B) 12= 110(B)13=-110(B) 14=-110(B) 15=-54(B) 16=-54(B) 17=-54(B) 18= 54(B) i ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1.7473 rev. 10/0=015 BEFORE USE. Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ty y T13597215 7JobReference 1388206-PSLP-MOJICA CO2 ROOF SPECIAL 1 1 (optional) Builders FirstSource, Fort Piece, FL 34945 Run: 8.200 s Jan 22 2018 Print: 8.210 s Mar 12 201tt MITsk industries, Inc. Mon Mar 26 1 Wv:av Zinn rage t ID:EPnYvXLGnm_Wsxd5lFlUfJy191R-hCkyJcKbeeUBaxl4mOZhidMaZbIYPIGkbkUjhbzXl FN 1-0-0 5-9-4 11-0-0 14-4-4 17-4-12 20-7-0 21-7-12 23-0-8 , 26-7-0 1 0 0 5-9-4 5-2-12 3-4-4 3.0.8 3-2-4 1-0-12 1-4-12 3.6-8 2-0-1 Scale=1:46.8 Sx6 = 2x4 11 3x4 = 4x6 = 3x4 � 1 4 522 6 7 8 2x4 11 -0-12' 1-4-12 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 10.78 Vert(LL) 0.26 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 10.56 Vert(CT) -0.46 14-16 >682 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.03 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Attic 0.14 13-14 644 360 Weight: 184 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 3-6-4 oc puffins, except end verticals. BOT CHORD 2x6 SP M 26 `Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-15: 2x6 SP No.2 JOINTS 1 Brace at Jt(s): 17 WEBS 2x4 SP No.3 `Except" MiTek recommends that Stabilizers and required cross bracing 5-14,8-13: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=1334/Mechanical, 2=1216/0-7-10 (min. 0-1-8) Max Horz 2=307(LC 12) Max Uplift 12=-78(LC 9), 2=-282(LC 12) Max Grav 12=1500(LC 2), 2=1216(LC 1) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20= 2188/433, 3-20= 2136/451, 3-21=-2046/414, 4-21 =-h 991/425, 4-22=-1741/146, 5-22= 1741/146, 5-6— 1948/202, 6-7= 797/50, 7-8=-944/86, 8-9= 1761/39, 9-1 0=-1 759/52, 10-12= 1730/133 BOT CHORD 2-16=-553/1894, 15-16=-255/1570, 14-15=-255/1570, 14-23= 76/1689, 23-24=-76/1689, 13-24=-76/1689 i WEBS 8-17— 428/0, 4-14=0/449, 17-18= 266/166, 17-19= 6211157, 13-19=0/306, 8-19= 15/288, 10-13=-63/1894, 7-17=-41/586, 6-18=0/332, 6-17=-987/346, 3-16— 244/336, 4-16=-325/519 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 23-0-1, Interior(1) 23-0-1 to 26-5-4 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 3) 400.01b AC unit load placed on the bottom chord, 18-0-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 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) Ceiling dead load (5.0 psf) on member(s). 17-18, 17-19 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psfl applied only to room. 13-14 9) Refer to girder(s) for truss to truss connections. I Walter P. Finn PE No.22839 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except Qt=lb) MiTek USA, Inc. FL Cori 6634 2=282• 1 6904 Parke East Blvd, Tampa FL 33610 Date: March 26,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use orgy with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verity the applicability of desigri parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ty y T13597215 1388206-PSLP-MOJICA CO2 ROOF SPECIAL 1 7 Job Reference (optional) BUIIUers FITSI3oUr0e, FOn Fleoe, FL 34245 Hun: t$.LUU s Jan GL'LUIa vrlm: mziu a Mar 12 LUIU MI1 aK lnauslries, Ino. Mon Mar 2 I�:�e:34 LUIt$ Ya9e C ID:EPnYvXLGnm_Wsxd5lFlUfJy191R-hCkyJcKbeeUBaxl4mOZhidMaZbIYPIGkbkUjhb2N1 FN NOTES- 11) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. j 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 101=015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job rus I russ I ype Q1Y Y T13597216 1368206-PSLP-MOJICA CO3 HALF HIP i 1 1 Job Reference o tional Builders FlrstSource, Fort Piece, FL 34945 Hun: 6.200 s dan 22 2016 Print: 6.210 s Mar 12 201 a Mi I ex industries, Inc. Mon Mar 26 I o.as:ao " Io r•a e � ID:EPnYvXLGnm_Wsxd5lFlUfJyl91R-901LXyLDPyc2B5cGKk4wFrvkq?bF8AMugOEHD1 1 FM 1-0.0 4-9-4 9-0-0 1 13-3-8 20-7-12 26-7-0 1-0-0 4-9-4 4-2-12 4-3.8 7-4-4 5-11-4 Scale = 1:46.0 5x8 = 4x6 = 3x4 = 2x4 II 4x6 = 5x6 = 6.00 12 2x4 3 18 2 0 e 3x4 = 3x4 = 1 1 19 5 6 7 6 20 a I 1 I Ffl 3x6 = 0 Cb 16 5x8 = 3x6 — 7-0-0 14 13 12 21 i 3x4 = 4x10 MT20HS = 3x4 = 9-0-0 ' 1 4-3-8 17-4-4 22 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 10.87 Vert(LL) 0.35 12-14 >893 240 TCDL 7.0 Lumber DOL 1.25 BC '0.72 Vert(CT) -0.63 12 >494 180 BCLL 0.0 ' Rep Stress Incr YES WB 1,00 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matdx�SH Attic -0.16 11-12 551 360 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 *Except* BOT CHORD 10-13: 2x6 SP M 26 WEBS WEBS 2x4 SP No.3 *Except* 4-14,5-12,8-11: 2x4 SP No.1, 9-11: 2x4 SP No.2 REACTIONS. (lb/size) 10=1334/Mechanical, 2=1216/0-7-10 (min. 0-1-8) Max Horz 2=289(LC 12) Max Uplift 10_ 174(LC 9), 2=-254(LC 12) Max Grav 10=1500(LC 2), 2=1216(LC 1) II FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-2183/516, 3-18=-2140/531, 3-4=-2001/373, 4-19=-2083/137, 5-19=-2083/137, 5-6= 19091326, 6-7=-1909/326, 7-8= 19091326, 8-20_ 1846/93, 9-20=-1846/93, 9-1 0=-1 770/172 BOT CHORD 2-14=-658/1893, 13-14=-401/1764, 12-13= 401/1764, 12-2�=-120/1985, 21-22=-120/1985, 11-22= 120/1985 WEBS 3-14=-211/323, 4-14=-161/460, 4-12=0/521, 12-15=-178/288, 5-15=-185/295, 15-17=-130/572, 16-17=-824/179, 11-16=-616/345, 8-16= 518/333, 9-11= 118/2542, 5-17=-652/0, 8-17=-369/814 11 10 6x8 = 3x4 II PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 176 lb FT = 20% Sheathed or 3-0-9 oc puffins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 15-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15 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) 400.0Ib AC unit load placed on the bottom chord, 18-0-0 from left end, supported at two points, 2-0-0 apart. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 pgf 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 psf) on member(s). 15-17, 16-17 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=174, 2=254. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard Welter P. Finn PE No.21839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018 I WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with WOO connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and property 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 Mii'ek* Is always required for stability and to prevent collapse with possible personal Injury andlproperty damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type aty ply T13597217 1388206-PSLP-MOJICA C04 HALF HIP GIRDER 1 1 Job Reference (optional) ttunaers rusisource, ran niece, hL 3494t- Hun: u.2uu s Jan Zz zul a vrmr: t1.ziu s mar 12 zu1 b MI eK mausines, inc. Mon mar Z° I V41 Zul° rage 7 ID:EPnYvXLGnm_Wsxd51FI UfJyl91R-5nQ5yeMUxZsmROlfR97OKG_2fpFKc5MBlijNlwzXi FK 1-0-0 7-0-0 13-6-15 20-0-1 26.7-0 1-0-0 7-0-0 6-6.15 6-5-3 6-6-15 I Scale: 1/4"=l' Special NAILED NAILED NAILED 4.9 = NAILED NAILED 3x4 NAILED NAILED 5x8 NAILED NAILED 5x8 = 3 12 1 13 14 4 15 16 17 5 18 19 20 6 6.00 12 �1 V 1 - 11 21 122 23 t0 24 9 25 26 8 27 28 29 3x6 — NAILED NAILED 4x6 = NAILED NAILED 7 3x4 = 3x4 = 5x8 = 3x8 MT20HS I I Special NAILED NAILED NAILED NAILED NAILED 7-0.0 13-6-15 20-0-1 26-7-0 7-0-0 6-6-151 6.5-3 6-6-15 Plate Offsets (X,Y)--(3:0-3-8,0-2-01,15:0-4-0,0-3-01,(8:0-3-8,0-2-81 1 LOADING (psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 10.98 Vert(LL) 0.21 10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 10.87 Vert(CT) -0.37 10-11 >853180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 10.91 Horz(CT) 0.10 7 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix�SH Weight: 1331b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Sheathed or 3-7-13 oc purlins, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-2-2 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-8 4-11,5-10,6-8: 2x4 SP N0.2 i MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7=2034/Mechanical, 2=1923/0-7-10 (min. 0-2-4) Max Horz 2=160(LC 8) Max Uplift 7= 734(LC 5), 2=-664(LC 8) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except " en shown. TOP CHORD 2-3=-3577/1278, 3-12= 3131/1178, 12-13=-3131/1178, 13-14=-3131/1178, 4-14=-3130/1178, 4-15=-3989/1474, 15-16— 3989/1474, 16=17=-3989/1474, 5-17=-3989/1474, 5-1 8=-2973/1074,18-19= 2973/1074, 19i 20=-2973/1074, 6-20=-2973/1074, 6-7� 1900/783 1 BOT CHORD 2-11 =-1 171/3089,11-21=-1474/3989, 21-22=-147413989, 22-23= 1474/3989, 10-23= 1474/3989, 10-24=-1104/3025, 9-24=-1104/3025, 9125=-1104/3025, 25-26=-1104/3025, 8-26=-1104/3025 j WEBS 3-11 =-1 87/1026, 4-11=-981/383, 4-10� 233/347, 5-10=-42511108, 5-8=-1275f734, 6-8— 1200/3323 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber, DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 7=734, 2=664. ' 8) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 155 lb down and 237lb up at 7-0-0 on top chord, and 323 lb down and 127 lb up at 7-0-0 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 Welter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use oNy with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ��T®k' Is always required 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 truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 238 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 oTruss I russ I ype ty y I T13597217 1388206-PSLP-MOJICA C04 HALF HIP GIRDER 1 1 Job Reference (optional) Builders FirsiSource, Fort Piece, FL 34945 mun: ti.'LVV s Jan'L'L LUl tl rrm1: u.ziu s Mar I LV10 MI I OK Irl(JuslnBs, MC. Mon Mar Go IJ:0B1 LV 16 rayB L ID:EPnYvXLGnm_Wsxd5lFlUfJyI91R-5nQ5yeMUxZsmROlfR97OKG_2fpFKc5MBlijNI01 FK LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1I.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 2-7=-20 Concentrated Loads (Ib) Vert: 3=-155(B) 11=-323(B) 12=105(B) 13=-105(B) 14= 105(B) 15=-105(B) 16=-105(B) 17=-105(B) 18— 105(B) 19=-105(B) 20=-105(B) 21=-58(B) 22=-58(B) 23— 58(B) 24=-58(B) 25=-58(B) 26=-58(B) 27=-58(B) 28=-58(B) 29= 58(B) I ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 rev. 10/0=015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek` 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 miss systems, seeANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ty y I T13597218 1388206-PSLP-MOJICA CJ1 Corner Jack 8 1 Job Reference (optional) Builders FirslSource, Fort Piece, FL 34945 Run: 8.200 s Jan 22 2018 Print: 8.210 s Mar 12 2018 MiTek Industries, Inc. Mon Mar 26 15:59:38 2018 Page 1 ID:EPnYvXLGnm_Wsxd5lFiUfJyI91R-Zz_T9_N6it_d2YKr?sedtTXQxDo4LmIKWMSxgMzX1 FJ -1-0-0 1_-0-0- - 1-0-0 1-0-0 Scale = 1:7.0 2X4 = 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. - DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 10.00 Horz(CT) -0.00 3 n/a ri/a BCDL 10.0 Code FBC2017/TP12014 MatrixP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 I TOP CHORD Sheathed or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer j Installation guide. REACTIONS. (lb/size) 3=-8/Mechanical, 2=125/0-7-10 (min. 0-1-8), 4=9'IMechanicai Max Horz 2=37(LC 12) Max Uplift 3=-8(LC 1), 2= 48(LC 12) Max Grav 3=14(LC 8), 2=125(LC 1), 4=18(LC 3) I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except When shown. NOTES- 1) Wind: ASCE 7-10; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10103,2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design larameters 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. Addilional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury andproperty damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss russ I ype ty y � T13597219 1388206-PSLP-MOJICA CJ3 Corner Jack 8 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 Run: 8.200 s Jan 22 2018 Print: 8.210 s Mar 12 2016 MI I eK inaustnes, !no. Mon Mar z6 r o:69:86 zut6 ra e t ID:EPnYvXLGnm Wsxd5lFiUfdy191R-Zz_T9_N6it_d2YKt?sedtTXPjDmNLmIKWMSxgMz iFJ -1-0-0 3.0-0 _ 1-0-0 3-0-0 Scale: 1 '=1' 3x4 = 3-0-0 3-0-0 Plate Offsets (X Y)-- f2'0-4-4 0-0-41 LOADING (psf) SPACING- 2-0-0 i CSI. I DEFL. in (loc) UdeFl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 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 BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight:11 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=53/Mechanical, 2=186/0-7-10 (min. 0-1-8), 4=26/Mechanical Max Horz 2=76(LC 12) Max Uplift 3=-51(LC 12), 2= 65(LC 8), 4=-23(LC 8) Max Grav 3=53(LC 1), 2=186(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. i BRACING - TOP CHORD Sheathed or 3-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpj=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard Welter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018 Q WARNING - Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use oNy with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall �� building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek? Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job russ 1russ type ty y T13597220 1388206-PSLP-MOJICA CJ5 Corner Jack 6 1 Job Reference o tional Builders FirstSource, Fort Piece, FL 34945 Run: 8.200 s Jan 22 2018 Print: 8.210 s Mar 12 2018 MiTek Industries, Inc. Mon Mar 26 15:59:39 2018 Page 1 ID:EPnYvXLGnm_Wsxd5lFlUfJy191R-2AYrMKOkTA6Ugiv1Za9SPh3W Ic3L4D?UIOCUMozX1 FI 1-0.0 5-0-0 1-0-0 5-0-0 2x4 = Scale = 1:18.0 5-0-0 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 �0.26 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 10.00 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix;P Weight: 18 lb FT = 20% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=115/Mechanical, 2=252/0-7-10 (min. 0-1-8), 4=46/Mechanical Max Horz 2=117(LC 12) Max Uplift 3=-97(LC 12), 2=-61(LC 12) Max Grav 3=115(LC 1), 2=252(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4,.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=O.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 4-7-3, Interior(1) 4-7-3 to 4-11-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconIcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom choIIrd in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 3, 2. LOAD CASE(S) Standard Welter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018 ® WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual Truss web and/or, chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss I russ I ype ty y T13597221 1388206-PSLP-MOJICA D01 COMMON GIRDER 1 2 Job Reference (optional) Builders FirsiSource, Fort Piece, FL 34945 - 6.z1u s Mar 12 zuia Mi rex mousmes, inc. Mon Mar zo r6:ur:99 zuia rage i I D:EPnYvXLGnm_Wsxd5lFlUfJyl9lR-tDb6b3v81 aslAwz30KuA_2lmB?dW sZJtVz_bF2zX1 DL 1-0-0 3-9-10 7-0-12 9-10-0 12-7-4 15.10-6 19-8-0 1-0-0 3-9-10 3-3-2 2-9-4 2-9-4 3-3-2 3-9-10 4x6 11 M Io Scale=1:38.6 4x12 3x6 11 6x8 = HTU26 — HTU26 8x10 — 6x8 = HTU26 3x6 11 HTU26 4x12 HTU26 HTU26 HTU26 3-9-10 7-0.12 9-10-0 12-7 4 15-10-6 19-8-0 3-9-10 3-3-2 2-9-4 2-9.4 3-3-2 3-9-10 Plate Offsets (X Y)-- (2:0-2-8 0-2-81 (8:0-2-8 0-2-81 t9:0-4-8 0-1-81 (10:0-3-8 0-4-41 111:0-5-0 0-4-81(12:0-3-8,0-4-41,113:0-4-8,0-1-81 LOADING (psf) SPACING- 2-0-0 i CSI. I DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 10.94 Vert(LL) 0.14 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 10.72 Vert(CT) -0.28 10 >824 180 13CLL 0.0 Rep Stress Incr NO WB 0.81 Horz(CT) 0.06 8 n/a n1a BCDL 10.0 Code FBC2017fTP12014 Matrix) SH Weight: 250 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 2-1-8 oc puffins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/size) 8=7069/0-7-10 (min. 0-3-3), 2=435210-7-10 (miri. 0-1-13) Max Horz 2=91(LC 7) Max Uplift 8— 951(LC 9), 2-1 008(LC 8) Max Grav 8=7703(LC 2), 2=4380(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8657/1931, 3-4=-8828/1964, 4-5— 7581/1399, 5-6=-7562/1398, 6-7=-10052/1549, 7-8=-13294/1750 i BOT CHORD 2-13= 1732f7604, 12-13=-1732/7604, 12-14=-1715/7870, 11-14=-1715/7870, = 11-151287/8969, 10-15— 1287/8969, 10-16=-1502/11725, 16-17=-1502/11725, 9-17= 1502/11725, 9-18=-1502/11725, 18-19= 1502/11725, 8-19=-1502/11725 WEBS 5-11 =-1 168/6571, 6-11=-3526/322, 6-10=-227/3759, 7-10=-'3180/267, 7-9=-151/3147, 4-11=-2023/922, 4-12=-883/2092, 3-12=-210/392 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "xX) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4i2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s) except Qt=1b) Walter P. Finn PE No.22839 8=95112=1008. iMiTek 8) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 14-1 Odx1 1/2 Truss, Single Ply Girder) or equivalent at 7-0-12 from the left end to USA Inc. FL Cert 6634 connect truss(es) C04 (1 ply 2x4 SP) to front face of bottom chord. 1 6904 Parke East Blvd. Tampa FL 33610 9) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting Date: at 9-0-12 from the left end to 17-11-4 to connect truss(es) CO3 (1 ply 2x6 SP), CO2 (1 ply 2x6 SP), A05 (1 ply 2x6 SP), A04 (1 ply 2x6 March 26,2018 SP) to front face of bottom chord. A WARNING - VeN/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MI1ek6 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of deslgn;parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type aty ply T13597221 1388206-PSLP-MOJICA Dot COMMON GIRDER 1 2 Job Reference (optional) Builders FlrstSource, Fort Piece, FL 34945 8.210 s Mar 12 2018 MiTek Industries, Inc. Mon Mar 26 16:01:44 2018 Page 2 I D:EPnYvXLGnm_Wsxd5lFlUfJyl91R-tDb6b3v81 aslAwz3OKuA_21mB?dWsZJtVz_bF2zX1 DL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=11.25 Uniform Loads (plf) Vert: 1-5=-54, 5-8=-54, 2-8=-20 Concentrated Loads (lb) Vert: 12=-2014(F) 14= 1314(F) 15=-1314(F) 16_ 1313(F) 17=-1328(F) 18=-1328(F) 19— 1328(F) ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE Mll-7473 rev. 10/0-WOIS 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 inrss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into ilia overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing p� iTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IYI fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job I russ Truss Type ry y T13597222 [Job 1388206-PSLP-MOJICA D02 Common 3 1 Reference (optional) Builders FlrstSource, Fort Piece, FL 34945 thin: 6.2uu s ,ran 2z zui a rnm: ts.n u s Mar iz zuic MIT ek mausrries, inc. mun rviarzo i 5:o ` r zv io ra d ID:EPnYvXLGnm_Wsxd5lFlUfJy191R-_Yfcn?P_oNCv03Qg_BKV69rFQfoY?4mCKhbRh 1FG 1-0-0 5-2-4 9r10-0 14-5-12 19-8-0 1-0-0 5-2-4 4-7-12 4-7-12 5-2-4 Scale=1:34.3 4x6 = 1 �I Im o e e e e 3x6 = 3x4 = 3x6 = 3x4 = I 3x4 = 9-10-0 19.8-0 9-10-0 9-10-0 Plate Offsets (X Y)-- (2:0-2-12 0-1-81 (6:0-2-12 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.17 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.36 7-9 >637 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 90 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=702/0-7-10 (min. 0-1-8), 2=778/0-7-10 (min. 0-1-8) Max Horz 2=90(LC 11) Max Uplift 6=-167(LC 13), 2= 200(LC 12) BRACING - TOP CHORD Sheathed or 5-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-10= 1240/1042, 10-11=-1130/1050, 3-11=-1127/1052, 3-4=-1220/1306, 4-12=-1175/1366, 5-12=-1235/1351, 5-13= 1140/1120, 6-13=-1252/1110 BOT CHORD 2-9=-836/1038, 8-9=-430/663, 7-8=-430/663, 6-7= 848/1051 WEBS 4-7=-615/586, 5-7= 249/521, 4-9— 593/568, 3-9= 243/513I NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 4-7-3, Exterior(2) 4-7-3 to 9-10-0, Comer(3) 9-10-0 to 15-5-3 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chi rd in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=167, 2=200. LOAD CASE(S) Standard Welter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITE REFERANCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Indivldual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing NOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI l Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information avall able from Truss Plate Institute, 218 N. Lee Street, Suite 312, Mexandda, VA 22314. Tampa, FL 33610 oruss russ ype city y I T13597223 1388206-PSLP-MOJICA �'104 Common Supported Gable 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 Run: 8.200 s Jan 22 2018 Print: 8.210 s Mar 12 2018 MI I ek industries, !no. Mon Mar 26 1 o:oa:42 2u18 ra e 1 ID:EPnYvXLGnm_Wsxd5lFiUfJyl91R-SID_?LQcl5V3XAecEiiZ1Jh72g9KHZdwR_Q8z7 1 FF 1-0-0 9-10-0 19-8-0 20-8-0 1-0-0 9-10.0 9-10-0 1-0-0 Scale=1:35.6 4x6 = m Io 3x4 = 22 21 20 , 19 18 17 16 15 14^" — 5x6 = 19-8-0 Plate Offsets (X Y)-- fl8:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 13 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 13 n/r 120 BCLL 0.0 Rep Stress Incr YES W B 0.07 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Maid ix-SH i Weight: 99 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 19-8-0. (lb) - Max Horz 2=-88(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, Max Grav All reactions 250 lb or less at joint(s) 2, FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less TOP CHORD 6-7=-86/298, 7-8=-86/303 16,15,14,12 22, 17, 16, 15, 14, 12 hown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=l6omph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpl=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 4-7-3, Exterior(2) 4-7-3 to 9-10-0, Comer(3) 9-10-0 to 15-5-3 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1.Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1.Truss designed for wind loads in the plane of the truss only. For studs; exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 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 100 lb uplift at joint(s) 2, 19, 20, 21, 22, 17, 16, 15, 14, 12. 1 LOAD CASE(S) Standard Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 $904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of deslgn 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and 8CS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 33610 o�1011 russ Truss Type + city y T13597224 1388206-PSLP-MOJICA Half Hip Girder 1 1 Job Reference (optional) Builders FirslSource, Fort Piece, FL 34945 11-0.0 oc4 — Run: 8.200 s Jan 22 2018 Print: 8.210 s Mar 12 2018 Mil ek Industries, Inc. Mon Mar 26 15:59:43 2u1" rage 1 ID:EPnYvXLGnm_Wsxd5lFlUfJy191R-wxnMChRFW Pdv9JDpoPEoaXEHTETI00g3geAiVZzX1 FE 6-6-10 2x4 II Scale:3/4"=1' NAILED 5x8 = NAILED 3 7 4 3x6 = 4-0-0 2-6-10 Plate Offsets (X Y)-- f3.0-6-0 0-2-81 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stresslncr NO Code FBC2017[TP12014 I CSI. I TC ' 0.19 BC 10.17 WB 10.09 Matrix; P DEFL. in Vert(LL) 0.01 Vert(CT) -0.02 Horz(CT) -0.00 (loc) Udefl Lid 2-6 >999 240 2-6 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 33 lb FT = 20% LUMBER- j BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 { BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 4-5: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=291/0-6-10 (min. 0-1-8), 2=335/0-7-10 (min. 0-1-8) Max Horz 2=99(LC 8) Max Uplift 5=-256(LC 5), 2= 177(LC 5) I FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-300/193 WEBS 3-5=-296/267 NOTES- j 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. i 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 5=256,2=177. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guldlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 6=-24(F) 3— 39(F) 7= 31(F) 8=-16(F) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018 ® WARNING - VerW design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. 10/032015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporale this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Cdterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alex I ndria, VA 22314. Tampa, FL 33610 Job Truss russ I ype ty Y T13597225 1388206-PSLP-MOJICA EJ4 Jack -Open 1 1 Job Reference (optional) numers rlrsioource, r— rieve, -- 1 ID:EPnYvXLGnm_Wsxd5lFlUfJyl91R-wxnMChRFWPdv9JDpoPEoaXEEmEQg01?3geAiVZ IFE 1.0-0 4-0-0 1-0-0 4-0-0 Scale = 1:14.5 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. it DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.05 2-4 >919 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.04 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 6.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 14lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=85/Mechanical, 2=218/0-7-10 (min. 0-1-8), 4=36/Mechanical Max Harz 2=97(LC 12) Max Uplift 3=-75(LC 12), 2= 74(LC 9), 4= 32(LC 8) Max Grav 3=85(LC 1), 2=218(LC 1), 4=72(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Sheathed or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: . March 26,2018 ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 1010312015 BEFORE USE Design valid for use only with MlTekm connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicabaity 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 stabllify and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.fabrication, Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Fruss Truss Type Qty ply T13597226 1388206-PSLP-MOJICA EV Jack -Open 18 1 Job Reference (optional) Builders FirslSource, Fort Piece, FL 34946 1-0-0 2 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC TCDL 7.0 Lumber DOL 1.25 BC BCLL 0.0 Rep Stress Incr YES WB BCDL 10.0 Code FBC2017/TP12014 Matr Run: 8.200 s Jan 22 2018 Print: 8.210 s Mar 12 2018 MiTek industries, Inc. Mon Mar 26 16:59:44 2u18 rage 1 ID:EPnYvXLGnm_W sxd5lFlUfJyl91 R-07LkQ1 StHjlmmTo?M7116kmlZdjglUEDvlvF10zX1 FD 7-0-0 Scale=1:23.1 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) 0.12 2-4 >647 240 MT20 244/190 Vert(CT) -0.19 2-4 >424 180 Horz(CT) -0.00 3 n/a n/a Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3=159/Mechanical, 2=323/0-7-10 (min. 0-1-8), 4 �78/Mechanical Max Horz 2=158(LC 12) Max Uplift 3=-120(LC 12), 2=-71(LC 12) Max Grav 3=159(LC 1), 2=323(LC 1), 4=122(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=41.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 4-7-3, Interi6r(1) 4-7-3 to 6-11-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncoLnent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capabli of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 3=120. LOAD CASE(S) Standard Welter P. Finn PE No.22839 MiTek USA, Inc. Fl. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M11 M REFERANCE PAGE MII-7473 rev. 1010312016 BEFORE USE. Design valld for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �" a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/oi chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insfitufe, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job I russ Truss Type city T13597227 1388206-PSLP-MOJICA �HJ4 Diagonal Hip Girder 1 71Reference (optional) Builders FirstSource, Fort Piece, FL 34945 Run: 8.200 s Jan 22 2018 Print: 8.210 s mar 12 2oiti mi i eK inausrnes, arc. Mon mar 20 15:aa:a42V1tl rage 1 ID:EPnYvXLGnm_Wsxd5lFlUfJy191R-07LkO1 StHjlmmTo?M7116kmPpdmolUEDvlvF10zX1 FD 1-5-0 ' 5-7-2 Scale = 1:14.2 2x4 = 1 5-7-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.06 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.09 2-4 >712 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=115/Mechanical, 2=268/0-10-7 (min. 0-1-8), 4= 2/Mechanical Max Horz 2=109(LC 4) Max Uplift 3= 89(LC 9), 2=-149(LC 4), 4=-46(LC 4) Max Grav 3=115(LC 1), 2=268(LC 1), 4=104(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except whlI n shown. Sheathed or 5-7-2 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capablelof withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=149. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25) toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4= 20 Concentrated Loads (lb) Vert: 5=44(F=22, 13=22) Wolter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 101=015 BEFORE USE. Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p� g� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the I V i Ig eR' fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type aty ly T13597228 1388206-PSLP-MOJICA HJ7 i Diagonal Hip Girder 3 1 Job Reference (optional) 7l11A Pnnc 1 Builders FlrstSource, Fort Piece, FL 34946 nun: o.zuu s uan c< — I o o.c w � , a ,,,U..,,—, .., ,.,.,,, I—. -_ I—— .- ­- . _,- . ID:EPnYvXLGnm_W sxd51FI UfJyl91R-sKv7dNTV20tdOdNBvgGGfyJZj 14RUtW M7yfoaSgI FC 1-5-0 5-1-9 9-10.1 1-5-0 5-1-9 4-8.7 Scale=1:22.8 Io 1 2x4 = cxv a -- a NAILED i NAILED NAILED b19 487 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0'.41 Vert(CT) -0.06 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO W B 0132 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-10-12 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=126/Mechanical, 2=444/0-10-7 (min. 0-1-8), 6=293/Mechanical Max Horz 2=170(LC 4) Max Uplift 4=-104(LC 4), 2= 183(LC 4), 6=-111(LC 8) i FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-660/261, 8-9— 599/279, 3-9=-591/265 BOT CHORD 2-11=-337/590, 11-12=-337/590, 7-12= 337/590, 7-13=-337/ 90, 6-13=-337/590 WEBS 3-7=0/270, 3-6— 637/364 I NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable lof withstanding 100 lb uplift at joint(s) except (jt=lb) 4=104, 2=183, 6=111. 6) "NAILED" indicates 3-1 od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 10=-76(F= 38, B= 38) 13= 36(F= 18, B=-18) Welter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIf-7473 rev. 101=015 BEFORE USE. Design valid for use only with MiTek® connectors. this design Is based ody upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANSI/dPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss I russ I ype ci ty y T1359722& 1388206-PSLP-MOJICA Vol Valley 2 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 Run: 8.200 s Jan 22 2018 Print: 8.210 s Mar 12 2018 MiTek Industries, Inc. Mon Mar 26 15:59:45 2016 Nagge 1 I D:EPnYVXLGnm_Wsxd5lFlUfJyl91R-sKv7dNTV20tdOdNBvgGGfyJa717gUxUM7yfoaSzX1 FC v a 0 2x4 i 1 2x4 II Scale=1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0:37 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0120 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -Pi Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 4-0-0 oc puffins, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1=119/3-11-8 (min. 0-1-8), 3=119/3-11-8 (min. 0-1-8) Max Harz 1=66(LC12) Max Uplift 1=-19(LC 12), 3=-53(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when n shown. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASE(S) Standard Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ' March 26,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MfTek9 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate This design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional Temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street- Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss I russ I ype Qty Ply T13597230 1388206-PSLP-MOJICA V02 Valley 2 1 Job Reference (optional) Builders FlrstSource, Fort Piece, FL 34945 mun: t3.zuu s Jan zz zulC Frlm: mzl u s mar i2 20 i B Mi-n iud--i ies, n— rvwn -ai ce w.ov. ry cv ro r ayo , ID:EPnYvXLGnm_Wsxd5lFlUfJy191R-LWTVgjT7pK?UOnyNTYnVC9sgmRWbDNaWM (5 6uaX FB Scale = 1:7.7 i 2x4 i LOADING (psi) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) rda n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0-03 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-P I Weight: 5 lb FT = 20% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 2-0-0 oc pudins. BOT CHORD 2x4 SP No.3 I BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=51/1-11-8 (min. 0-1-8), 2=37/1-11-8 (min. 0-1-8),I3=14/1-11-8 (min. 0-1-8) Max Harz 1=28(LC 12) Max Uplift 1=-8(LC 12), 2=-29(LC 12) Max Grav 1=51(LC 1), 2=37(LC 1), 3=27(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except whe� shown. NOTES- i 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 1, 2. LOAD CASE(S) Standard Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018 © WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 101032015 BEFORE USE. Design valid for use only with MiTek® connectors. Pits design Is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate flits 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 MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 o Truss russ ype ty y T13597231 1388206-PSLP-MOJICA V06 Valley 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 2x4 i Run: 8.200 S Jan 22 2018 Print: 8.210 s Pear 12 2018 Mirek Industries, Inc. Mon Mai 26 15:D `6 _ rO rays i I D: EPnYvXLGnm_W sxd5lFl UfJyl91 R-LW TVgjT7pK? UOnyNTYnVC9sgJRSnDM6W McOM6uzXi FB 4-10-8 i6-0-0 4-10-8 1-11 6.00 12 6-d-0 4x6 = 2 2x4 1 I 2x4 11 2x4 11 Scale = 1:16.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) nla n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES W B ' 0.10 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 23Ito FT=20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 6-0-0 oc puffins, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=154/5-11-8 (min. 0-1-8), 4=-14/5-11-8 (min. -1-8), 5=247/5-11-8 (min. 0-1-8) Max Horz 1=87(LC 12) Max Uplift 1=-33(LC 12), 4=-74(LC 3), 5=-41(LC 12) Max Grav 1=154(LC 1), 5=256(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-137/352 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=O.18; MW FRS (envelope) and C-C Comer(3) 0-7-9 to 4-10-8, Extedor(2) 4-10-8 to 5-10-4 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 ponding. 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 truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. LOAD CASE(S) Standard Welter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED Ml EK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must vedfy 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 chordmembers only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job I russ Truss Type aty ply T13597232 FJ.bR.f.rence 1388206-PSLP-MOJICA V07 Valley 1 1 (optional) Builders FirsiSource, Fort Piece, FL 34M Run: 8.200 s Jan 22 2018 Print: 8.210 s Mar 12 2018 MiTek Industries, Inc. Mon Mar 26 15:59:47 2018 Page 1 ID:EPnYvXLGnm_Wsxd5lFlUfJy191R-piOt23Ulae7LdxWa1 FlkkNOwZrlRyp2fbG8veKzX1 FA e 0 0 4-10-5 46 = 2x4 II 2 3 3x4 i I 2x4 II 2x4 II Scale = 1:16.3 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 I TOP CHORD Sheathed or 6-0-0 oc puffins, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1=14617-11-8 (min. 0-1-8), 4=8017-11-8 (min.0-1- 5=309/7-11-8 (min. 0-1-8) Max Horz 1=87(LC 12) Max Uplift 1=-23(LC 12), 4= 39(LC 8), 5=-91(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5-200/418 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) 0-7-9 to 4-10-8, Exterior(2) 4-10-8 to 7-10-4 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 ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcur'rent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. I LOAD CASE(S) Standard Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 26,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/012015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPlil Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 33610 Job Truss I russ I ype Uty ply T13597233 LbR.ference 1388206-PSLP-MOJICA V08 Valley 1 1 (optional) In \Ann AA- 7C 1550•A7 7f11A P.na 1 Builders FlrstSOUrGo, Fort Piece, FL 34945 num 8.2006 Jai. cc cv Pu rnn.. .,.c ,.. ,.,o„«.. ,.. ,.,,, �.. ................. ..... ,.,-.. ...-. -- ._.__... __._ . _ ID:EPnYvXLGnm_Wsxd5i, lr6i y191R-piOt23Ulae7LdxWa' F4A6N trlJyoyfbGBve iFA 4-10-8 10-0-0 4-10-8 5-1-8 Scale=1:16.8 46 = 3x4 II 2 3 6.00 12 I I I 1 1 II 1 I a 8 6 it 5 4 3x4 - 2x4 II 2x4 11 10-0-0 1 10-0-0 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in ([cc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a n1a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -SO Weight: 35 lb FT = 20% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 6-0-0 cc purlins, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=15319-11-8 (min. 0-1-8), 4=171/9-11-8 (min. 0-1-8), 5=359/9-11-8 (min. 0-1-8) Max Horz 1=87(LC 12) I Max Uplift 1= 26(LC 12), 4=-61(LC 8), 5=-89(LC 12) FORCES, (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-237/439 I NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) 0-7-9 to 4-10-8, Exterior(2) 4-10-8 to 9-10-4 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) Provide adequate drainage to prevent water ponding. 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 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 ofwithstanding 100 lb uplift at joint(s) 1, 4, 5. LOAD CASE(S) Standard Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; March 26,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312016 BEFORE USE Design valid for use orgy with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for 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 Miss systems, seeANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job russ russ ype ty y T13597234 TJ.b 1388206-PSLP-MOJICA V09 Valley 1 eference o tional but aers rasit ource, run riece, rr. 69 ID:EPnYvXL6nm_Wsxd51FIUfJyl91R-HvaFFPVNLxFCF55mbzpz-k x5lF5BhGdogwtTAn2X1F9 v 0 0 B 3x4 i 4-10-8 4-10-8 I 4x6 = 2 8 I 6.00 FIT 7 2x4 II Scale = 1:20.0 2x4 I I 2x4 I I 3 4 6 5 2x4 11 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-11-8. (lb) - Max Horz 1=87(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 1, 5, 7,6 Max Grav All reactions 250 lb or less at joint(s)1, 5 except FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except WEBS 2-7= 177/347, 3-6=-208/293 BRACING - TOP CHORD BOT CHORD 79(LC 1), 6=268(LC 1) shown. E PLATES GRIP MT20 244/190 Weight: 44 lb FT = 20% Sheathed or 6-0-0 oc puffins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) and C-C Comer(3) 0-7-9 to 4-10-8, Extefior(2) 4-10-8 to 11-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Luber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 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. j 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7, 6. LOAD CASE(S) Standard Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa Fl. 33610 Date: March 26,2018 0 WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev. 10/03/201 S BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Addilional temporary and permanent bracing MOW building prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 14 _13/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth, 0-1/1 d, For 4 x 2 orientation, locate plates 0-110 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or ell by text in the bracing section of the output, Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur, Icons vary but reaction section indicates joint number where bearings occur, Min size shown is for crushing only. 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, 6-4-8 dimensions shown In ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 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 NUMBERS/LETTERS. PRODUCT'CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTekOR All Rights Reserved MiTek� MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. , size, orientation and location dimensions 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 alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable 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 Criteria.