Loading...
HomeMy WebLinkAboutTrussU W F~ - -U QQ 11 r N 0 21011 12' 40 16' 10"i 22' 10" 10,101, 61 011 71 011poll 1 01! 1 (�11 ,. , 0 11 1 On 1 off 1 /N1 1.(\II12 ..... 7F�, 1 ®n 1-011 1. On 1 011 1 On 1 On 1 On 1 01, 1 Off f 1 OH yam, N r '� Q Q Q Q Q Q¢ RAMS O ►ERR U U CJ1 CJ3 Off CJ5 z EJ7 /10 ..,.r / / / / / ' EJ7 •Z / y J. , If 01 EH � � / / � / Nr- EJ7 EJ7 m EJ7 EJ7 EJ7 EJ7 EJ7 O EJ7 h Ln CJ5 CJ3 CJ1 1 '03411 w U v 31 311 a I J 10 �o N IDn r ~/I Q. I - SIS = ATTIC STORAGE 201 0f1 r CJ1 CJ6 011 EJ71 EJ71 *--EJ71 EJ71 EJ71 ER n rro EJ7 EJ7 EJ7 EJ7 G2 G2 G2 G2 G2 LO G2 N G2 G2 G2 CD n Ln f A r N M10Ia A. J I I TRUSS END DETAIL 12 PLUMB CUT OVERHANG low 6 4-3/16" HEEL HEIGHT CAUTION I I o DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Reuponsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof DiaDhradm Connections. a REVS. JED FOR CODE C MPLIANCE ST. LUCIE COUNTY FILE COPY BUILDER: PORT SAINT LUCIE PROP RES: GARCIA p,PPROVEA ECTED C] t4,PROVED AS OO QRa: R L Al, RESU G FOR YOUR IPiFORMATION AND USE C1 IN�p{V;PIETE SuvwlTTraI NOT APPROVED for conformance with the design o.,ct and comP��ance with the Ch ck;ng is only nts- r of lh? f0'` Contract Docum� be car-'eP' ipi the nsions irtor�,natien drven for dime Tel', at the )c`� �1P for Goi st actor. and cone }�. the fabrication cr irh�d eriain�lfl�o1 yjjorr, and for in(orn:dion that p 1 �p enses , ei gfncof to,l*^� IDcoord .,� inution of . OL'.: BCtl£ Da.�g _ N T Date pF�SSlON1Pto MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID IMPORTANT WIND ASCE7-10 ENCLOSED This Drawing Must Be Approved And EXPOSURE CATEGORY C Returned Before Fabrication Will OCCUPANCY CATEGORY II Begin. For Your Protection Check All WIND LOAD 160 MPH Dimensions And Conditions Prior To *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE ROOF LOADING FLOOR LOADING BEEN ACCEPTED. TCLL: 20 PSF TCLL: PSF TCDL: 07 pSF TCDL: PSF BCDL: 10 PSF BCDL: PSF Date TOTAL: 37 PSF TOTAL: PSF DURATION: 1.26 DURATION: JUN 2 3 2020 Permitting Der-)-artment .mot. i 1,q 1Gi.dn')✓ f L MODEL: FAIRFAX 4ADDRESS: GOPHER RIDGE RD LOT / BLOCK: COUNTY: ST LUCIE ITY: FORT PIERCE �RAWN BY: JL JOB # : 229284& SATE: 03/30-/20 SCALE: NTS REVISIONS: 1. �2. 3. 4. 7 j )— 4,//"6.00Y i Idi Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 2292848-PSLP-GARCIA - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: GARCIA ModelTampa, FL 33610-4115 Lot/Block: . Subdivision: . Address: GOPHER RIDGE ROAD — City: City: PORT SAINT LUCIE State: 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 33 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# 1 T19986453 Al 4/15/20, 15 T19986467 2 T19986454 A2 4/15/20' 16 T19986468 3 T19986455 A3 4/15/20 17 T19986469 4 T19986456 A4 4/15/20 18 T19986470 5 T19986457 A5 4/15/20 19 T19986471 6 T19986458 A6 4/15/20 20 T19986472 7 T19986459 A7 4/15/20 21 T19986473 8 T19986460 B1 4/15/20 22 T19986474 9 T19986461 B2 4/15/20 23 T19986475 10 T19986462 B3 4115/20 24 T19986476 11 T19986463 01 4/15/20 25 T19986477 12 T19986464 C2 4/15/20 26 T19986478 13 T19986465 C3 4/15/20 27 T19986479 14 T19986466 C4 4/15/20 28 T19986480 Truss Name Date C5 CJ1 4/15/20 4/15/20ES CJ3 4/15/20CJ4 4/15/20CJ6 4/15/20 D1 D2 4/15/20 4/15/20JUN 2 :� 2020 D3 4/15/20 EJ71 4/15/20mitting a_)` g.parti` ent G1 4/15/20G2 4/15/20. L1,ICiE: rCOL-illty, FL G3 4/15/20_"--------- --1 This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. ,'tER1P/ F���i ��� •• �G:E N g • ;ti ii V F .� No :228,39 • pit = :�'.. STATE OF N. Walter P. Fnn PE No.22834 MiTek dsA Inc. k Cek 6634 . 6904 Parke East Blvd. Tainpa FL 33610 Date: Finn, Walter April 15,2020 1 of 2 c bk 0 RE: 2292848-PSLP-GARCIA - MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: GARCIA Model: . Lot/Block: . Subdivision: . Address: GOPHER RIDGE ROAD — City: City: PORT SAINT LUCIE State: FL No. Seal# Truss Name Date 29 T19986481 HJ7 4/15/20 30 T19986482 HJ71 4/15/20 31 T19986483 K1 4/15/20 32 T19986484 K2 4/15/20 33 T19986485 K3 4/15/20 2 of 2 Job Truss Truss Type Qty Ply 1 T19986453 22912848-PSLP-GARCIA Al Roof Special 3 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:17 2020 Page 1 e ID:isHchTISssUA394me90vb7ycGrZ-DHkPWm6Ojzg5PoEgpzVe7hnT34FQo5aACGIIjgzQR—K - 0 q 6-7-10 12-2-9 17-9-8 24:6.6 _ 29-9-7 35-7-0 3f-7 Q -0-0 6-7-10 5-6-15 5-6-15 6-8-14 5-3-1 5-9-9 1-)n S 6.00 12 3x6 = ST1.5x8 STP = 5x6 = 3.00 12 5x6 = 5x8 = 2x4 II 46 = Scale = 1:68.8 6-3-13 6-7- 0 15-7-0 24-6-6 29-9-7 35-7-0 6-3-13 0- 3 8-11-6 8-11-6 5-3-1 5-9-9 Plate Offsets (X,Y)— [13:0-5-4,0-2-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.24 13-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.51 13-14 >669 240 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.08 13 >999 240 Weight: 185 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-7-10, 15=0-7-10, 10=0-7-10 Max Horz 2=-185(LC 10) Max Uplift 2=-105(LC 24), 15=-573(LC 12), 10=A08(LC 13) Max Grav 2=119(LC 23), 15=1637(LC 1), 10=1068(LC 1) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-316/597, 3-5=-134/584, 5-6=-1118/741, 6-7=-943/657, 7-9=-1396/919, 9-10=-1788/1057 BOT CHORD 2-15=-450/412, 14-15=-211/738, 13-14=-568/1261, 12-13=-746/1516, 10-12=-746/1516 WEBS 3-15=-363/439, 5-15=-1727/913, 5-14=-16/413, 6-14=-289/561, 7-14=-519/504, 9-13=-366/318 Structural wood sheathing directly applied or 3-11-3 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 5-15, 7-14 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 C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-9-8, Exterior(2) 17-9-8 to 23-9-8, Interior(1) 23-9-8 to 36-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=105, 15=573, 10=408. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P: Finn PE'No.22836, MiTek USA, Ind. FL Cori; 6634 6904 Parke East Blvd. Tampa FL 33816 Date: April 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek 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, see ANSI?PIi 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 36610 Job Truss Truss Type Qty Ply � T19986454 22912848-PSLP-GARCIA A2 RcofSpecial 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:18 2020 Page 1 ID:isHchTlSssUA394me9Ovb7ycGrZ-hTInk67eUHoylypONgOtgvKePUaJXa5JRwUrG6zQR—J 1-0 2 6-10 6-7-10 12-2-9 17-9-8 24-6-6 29-9-7 35-7-0 3 -7 -0-0 2 6-10 4 1-0 5-6-15 5-6-15 611-14 5 3-1 .5 -0-0 d 5x6 = 6.00 12 3x6 = 3x6 II 5x8 = 3.00 12 5x8 = 2x4 II 4x6 = Scale = 1:66.6 2-6-10 4-14 6-7-10 15-7-0 24-M � 29-9-7 35-7-0 i - 2 6-12 2-6-6 8-11-6 8-11-6 5-3-1 5-9-9 Plate Offsets (X Y)— [14:0-540-2-8] [16:0-540-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.70 Vert(LL) -0.25 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.53 14-15 >691 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Wind(LL) 0.10 14-15 >999 240 Weight: 192lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling. directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-16, 8-15 REACTIONS. (size) 2=0-7-10, 11=0-7-10, 17=0-10-13 Max Horz 2=-185(LC 10) Max Uplift 2=-217(LC 24), 11=430(LC 13), 17=-616(LC 12) Max Grav 2=59(LC 12), 11=1153(LC 1), 17=1741(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-458/833, 34=-261/200, 4-6=-310/329, 6-7=1457/939, 7-8=-1183/796, 8-10=-1579/1025,10-11=-1966/1161 BOT CHORD 2-17=-682/512, 16-17=-682/512, 15-16=-464/1170, 14-15=-667/1429, 13-14=-838/1674, 11-13= 838/1674 WEBS 3-17=-1666/1013, 6-16=-1349/715, 6-15=0/291, 7-15=453/836, 8-15=-481/473, 10-14=-361/313, 3-16=-718/1367 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 C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-9-8, Exterior(2) 17-9-8 to 23-9-8, Interior(1) 23-9-8 to 36-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This item has been 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. electronically Signed and 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) sealed by Finn, Walter, PE 2=217, 11=430,17=616. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WalterP. Finn PENo.22839, MiTek USA, Inc. FL Cart 6634 8804 Parke East BWd. Tampa FL 33810 Date_: April 15,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS ANDINCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 101031201 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 Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' building prevent of 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, see ANSUTPII 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 36610 Job Truss Truss Type Qty Ply X T19986455 2242848-PSLP-GARCIA A3 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:19 2020 Page 1 I D:isHchTlSssUA394me90vb7ycGrZ-9fsAxS8GFbwpf6ODwNX6C6somuvkG—FTfaEPoZzQR—I 1-0 0 2 6-10 6-7-10 12-2-9 17-M 24-6 6 29-9-7 35-7-0 36-7 Q -0-0 2-6-10 4-1-0 5-0-15 5-6-15 6.8-14 5-0-1 5x6 = 6.00 12 Scale = 1:65.7 ST1.5x8 STP = 17 16 14 13 ST1.5x8 STP = 3x6 = 3x6 II 5x12 = 3.00 12 5x8 = 2x4 II 4x6 = ' 2-6-10 ' 4-1-0 8-11-6 8-11-6 5-3-1 5-9-9 Plate Offsets (X Y)— (14:0-5-4,0-2-8], (16:0-8-0 0-2-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.26 15-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.57 14-15 >693 240 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.10 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.12 14-15, >999 240 Weight: 192 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 11=0-7-10, 17=0-10-13 Max Horz 2=-185(LC 10) Max Uplift 2=-336(LC 1), 11=A55(LC 13), 17=-663(LC 12) Max Grav 2=139(LC 12), 11=1248(LC 1), 17=1817(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-16, 8-15 FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-532/933, 3-4=-1184/716, 4-6=-1206/883, 6-7=-1831/1157, 7-8=-1450/950, 8-1 0=-1 783/1143, 10-11 =-2166/1276 BOT CHORD 2-17=-770/535, 16-17=-770/535, 15-16=-737/1645, 14-15=-777/1616, 13-14=-941/1849, 11-13=-941/1849 WEBS 4-16=-262/325, 6-16=-815/399, 6-15=-115/293, 7-15=-625/1138, 8-15=-440/436, 10-14=-355/309, 3-17=-1736/1110, 3-16=-1018/1887 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 C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-9-8, Exterior(2) 17-9-8 to 23-9-8, Interior(1) 23-9-8 to 36-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=336, 11=455, 17=663. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WaiterP. Finn PE No.22839. MiTek USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa FL 33610 data,: April 15,2020 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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, see ANSI/TPl1 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 36610 Job Truss Truss Type Qty Ply R T19986456 2242848-PSLP-GARCIA A4 Roof Special 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:21 2020 Page 1 I D:isHchTISssUA394me9Ovb7ycGrZ-52zwM79 W nCAXuPYb2oZaHXy8ohaOktbm7ujVsRzQR_G 1-0 C{ fi-7-10 12-2-9 17-9 8 24 6 6 _, 29-9-7 35-7-0 : ,6-7-Q -0-0 6-7-16 5-6-15 5-6-15 6-8-14 5-3-1 5-9-9 1-0-0' 5x6 = 6.00 12 Scale: 3/16"=l' ST1.5x8 STP = 15 13 12 ST1.5x8 STP = 3x8 = 5x6 = 3 00 12 5x8 = 2x4 I I 46 = 6-7-10 , 15-7-0 1 24-6-6 , 29-9-7 , 35-7-0 1-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.29 13-14 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.63 13-14 >661 240 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017,rrP12014 Matrix-SH Wind(LL) 0.18 14 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-7-10, 10=0-7-10 Max Horz 2=-185(LC 10) Max Uplift 2=-482(LC 12), 10=-482(LC 13) Max Grav 2=1364(LC 1), 10=1364(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2401/1404, 3-5=-2357/1587, 5-6=-2285/1426, 6-7=-1778/1137, 7-9=-2034/1286, 9-10=-2410/1415 BOT CHORD 2-15=-1070/2056, 14-15=-106312221, 13-14=-914/1845, 12-13=-1069/2065, 10-12=-1069/2065 WEBS 3-15=-275/384, 5-14=-304/421, 6-14=-832/1503, 7-14=-392/391, 9-13=349/303 PLATES GRIP MT20 244/190 Weight: 185 Ib FT = 20% Structural wood sheathing directly applied or 3-3-0 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Raw at midpt 5-15, 7-14 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 C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-9-8, Exterior(2) 17-9-8 to 23-9-8, Interior(1) 23-9-8 to 36-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=482,10=482. c N IM N This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter Finn PE No.22839, MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd: Tampa FL 33610 bate_: April 15,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall Bracing indicated is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek building design. prevent of 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, see ANSIITP11 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 36610 Job k Truss Truss Type Qty Ply T19986457 229t2848-PSLP-GARCIA A5 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:22 2020 Page 1 ID:isHchTlSssUA394me90vb7ycGrZ-ZEXIaTA9YWJOWZ7ncW4pglUJ W5wcTKHvLYS3PuzQR_F 1-0- 6-7-10 12-2-9 17-9-8 24 G-6 29-9-7 35-7-0 0-0 6-7-10 5-6-15 5 6-15 6 8-14 5-3-1 5-9-9 Scale: 3/16"=l' 5x6 = 6.00 12 3x8 = 5x6 = 3.00 12 5x8 = 2x4 II 3x6 = 15-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.29 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.64 12-13 >660 240 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017TTP12014 Matrix-SH Wind(LL) 0.18 13 >999 240 Weight: 183 lb FT = 20% LUMBER- BRACING- TOP.CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-14, 7-13 REACTIONS. (size) 2=0-7-10, 10=0-7-10 Max Horz 2=188(LC 9) Max Uplift 2=-482(LC 12), 10=-441(LC 13) Max Grav 2=1366(LC 1), 10=1292(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2404/1407, 3-5=-2360/1589, 5-6=-2289/1458, 6-7=-1781/1170, 7-9=2041/1331, 9-10=-2427/1507 BOT CHORD 2-14=-1098/2059, 13-14=-1143/2225, 12-13=-940/1851, 11-12=-1205/2082, 10-11 =-I 205/2082 WEBS 3-14=-275/384, 5-13=-304/411, 6-13=-869/1506, 7-13=-395/387, 9-12=-362/375 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 C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-9-8, Exterior(2) 17-9-8 to 23-9-8, Interior(1) 23-9-8 to 35-3-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 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. This Item has been 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) electronically signed and 2=482,10=441. sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter'P. Finn PE'N6.22839, MiTek USA, Ind. FL Cart 6634 6904 Parke East Blvd: Tampa F03616 Date_: April 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MX7473 rev. 1010312015 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy 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, see ANSI/TPl1 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, Alexandra, VA 22314. Tampa, FL 36610 Job 1, Truss Truss Type Qty Ply T1998fi458 2292848-PSLP-GARCIA A6 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:23 2020 Page 1 ID:isHchTlSssUA394me90vb7ycGrZ-1 R5gnpBnlpRF7jh_9Db2Ny1 W2VKTCgy2aCCcxKzQR_E -1-0- 6-7-10 12-2-9 17-0-0 18-7-0 24-6-6 29-9-7 32-8-8 35-7-0 -0-0 6 7-10 5-6-15 4-9-7 1-7-0 5-11 6 5-3-1 2-11-1 2-10-8 5x6 = 5x6 = 6.00 12 Scale = 1:66.6 ST1.5x8 STP = 18 15 14 13 3x8 = 5x6 3.00 = 2 5x8 = 3x4 = 6x8 = 1 8-7-0 , 24-6-6 29-9-7 , 32-8-8 , 35-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.28 17-18 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.61 17-18 >694 240 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.15 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.19 17 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except` 17-18,15-17: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 13=Mechanical, 2=0-7-10 Max Horz 2=220(LC 12) Max Uplift 13=-440(LC 13), 2=-477(LC 12) Max Grav 13=1298(LC 1), 2=1372(LC 1) PLATES GRIP MT20 244/190 Weight: 209 lb FT = 20% BRACING- i TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-12 oc bracing. WEBS 1 Row at midpt 5-18 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2419/1434, 3-5=-2376/1617, 5-6=-2301/1536, 6-7=-1639/1239, 7-8=-1899/1281, 8-10=-2059/1314,10-11=-2392/1403 BOT CHORD 2-18=-1268/2072,17-18=-1358/2235,16-17=-910/1773,15-16=-1065/1862, 14-15=-1220/2128,13-14=-1305/2157 WEBS 3-18=-280/383, 5-17=-287/387, 7-16=-367/580, 8-16=-280/301, 10-15=-390/245, 6-17=-791/1290, 6-16=-474/265, 11-13=-2402/1467 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 C; Encl., GCp1=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2) 17-0-0 to 24-8-2, Interior(1) 24-8-2 to 35-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=440,2=477. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter'P. Finn PE No.22839. MiTek USA; Inc. FL Pert 8834 6904 Parke EasfBlvd. Tampa FL 33-610 Date: April 15,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° 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, see ANSI/TPI1 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 36610 Job t Truss Truss Type Qty Ply T19986459 t 2292848-PSLP-GARCIA A7 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:25 2020 Page 1 I D:isHchTlSssUA394me90vb7ycGrZ-_pDRCVC1 gRhzN 1 rMHeeWSN6sd I?zgld L2 Whj?CzQR_C 1-0 6-7-19 10-9-13 15-0-0 20-7-0 24 6-0 30-8-8 35-7-0 -0-0 6-7-10 4-2-3 4-2-3 5-7-0 3-11-6 6-2-2 4-10-8 5x6 = 6.00 12 5x8 = Scale = 1:65.3 ST1.5x8 STP = 16 13 12 11 4x6 = 5x6 3.00 12 = 5x8 = 2x4 II 6x8 = 6-7-10 15-7-0 20-7-0 24 6 6 30-8-8 35-7-0 6-7-10 8-11-6 5-0-0 3-11.6 6-2-2 4-10-8 Plate Offsets (X Y)— [6:0-3-0 0-2-0] [7:0-6-0 0-2-8], [9:0-5-12 0-2-81, [13:0-5-4,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in `(loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.27 15-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.60 15-16 >705 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Wind(LL) 0.20 15 >999 240 Weight: 202lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except' 15-16,13-15: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 11=Mechanical, 2=0-7-10 Max Horz 2=233(LC 12) Max Uplift 11=-427(LC 13), 2=-460(LC 12) Max Grav 11=1298(LC 1), 2=1372(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2413/1475, 3-5=-2358/1641, 5-6=-2328/1639, 6-7=-2120/1584, 7-8=-1968/1430, 8-9=-2069/1377 BOT CHORD 2-16=-140012065, 15-16=-1546/2238, 14-15=1052/1776, 13-14=-1178/1852, 12-13=1370/2174, 11-12=-1365/2180 WEBS 3-16=-249/355, 5-15=-188/278, 6-15=427/756, 7-15=-417/638, 9-13=-421/276, 9-11=-2423/1515 Structural wood sheathing directly applied or 3-0-14 oc purlins, except end verticals. Rigid ceiling directly applied or 4-9-9 oc bracing. 1 Row at midpt 9-11 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 C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2) 15-0-0 to 26-7-0, Interior(1) 26-7-0 to 35-5-4 zone; cantilever left and right exposed ;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 11=427, 2=460. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WalterP: Finn PENo.22839 MiTek USA, Inc. FL Cert 8834 6904 Parke East Blvd., Tampa FL 33810 Date: April 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M167473 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 verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' 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, see ANS11TPl1 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 36610 Job y Truss Truss Type Qty Ply T19986460 k 2292848-PSLP-GARCIA B1 Hip 1 1 Job Reference (optional) ,guilders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:26 2020 Page 1 I D: is HchTISssUA394 m e90vb7ycG rZ-SOn p P rDfbkpp_B QZrM91_afz2i KQPACVGAQGYfzQR_B 1-0- 6-7-10 11-9-13 17-0-0 18-7-0 246-6 29-7-4 -0-0 6-7-10 5-2-3 5-2-3 1-7-0 5-11-6 5-0-14 6.00 12 S'...--- --- 3x4 = ST1.5x8 STP = 3.00 12 5x6 = 6-0-0 6,740 15-7-0 5x6 = Scale = 1:63.3 5x6 = 6 7 3TP = 0 16 T m N N 5x6 = 3x6 = 1 18-7-0 , 24-6-6 , 29-7-4 , 3-0-0 5-11-6 5-0-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foe) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.24 13-14 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.49 13-14 >557 240 BCLL 0.0 * Rep Stress Incr YES WB 0.64 Horz(CT) 0.07 16 n/a n/a BCDL 10.0 Code FBC2017IrP12014 Matrix-SH Wind(L-) 0.05 2-14 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 7-9: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-7-10, 14=0-7-10, 16=0-5-10 Max Herz 2=277(LC 12) Max Uplift 2=-41(LC 8), 14=-496(LC 12), 16=-251(LC 13) Max Grav 2=200(LC 23), 14=1240(LC 1), 16=766(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-307/272, 3-5=-116/259, 5-6=-868/687, 6-7=-640/645, 7-8=-797/621, 10-15=-408/654, 9-15=-408/654 BOT CHORD 13-14=-512/614, 12-13=-371/683, 11-12=-410/614, 10-11=-395/582 WEBS 3-14=-338/421, 5-14=-1149/866, 6-13=-224/297, 8-10=-765/530, 9-16=-807/535 PLATES GRIP MT20. 244/190 Weight: 194 lb FT = 20% Structural wood sheathing directly applied or 5-11-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 5-14 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 C; Encl., GCpj=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2) 17-0-0 to 27-0-13, Interior(1) 27-0-13 to 28-10-4 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 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all.areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 16 considers parallel to grain value using ANSIffPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except Qt=lb) 14=496, 16=251. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WalterP. Finn PE No.22839, MiTek USA; IncJL Cert II 6904.Batrke,EasBlvd: Tampa FL 33610 Date: April 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1411-7473 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 is buckling individual truss web chord members only. Additional temporary and permanent bracing MiTek* building design. Bracing indicated to prevent of and/or 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, see ANSI/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 36610 Jab 1, Truss Truss Type city Ply T19986461 4 2292848-PSLP-GARCIA B2 Hip 1 1 Job Reference (optional) .Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:27 2020 Page 1 ID:isHchTISssUA394megOvb7ycGrZ-wCLBdBEHM2xgcK?103g_XoB7g6hD8e6eVgAg45zQR_A 1-0-0 6-7-10 10-9-13 15-0-0 20-7-0 24-6-6 29-7-4 0-0 6-7-10 4-2-3 4-2-3 5-7-0 3-11-6 5-0-14 4x6 = 6.00 12 3x4 = ST1.5x8 STP = 3.00 12 5x6 = 5x8 = 3-11-6 5x6 = 3x6 = iTP = Scale = 1:59.0 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 ]nor YES Cade FBC2017[TP12014 CSI. TC 0.86 BC 0.76 WB 0.60 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in floc) I/deft L/d -0.23 13-14 >999 360 -0.47 13-14 >585 240 0.06 16 n/a n/a 0.05 2-14 >999 240 PLATES GRIP MT20 244/190 Weight: 186 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 7-9: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-14 OTHERS 2x8 SP 240OF 2.0E REACTIONS. ' (size) 2=0-7-10, 14=0-7-10, 16=0-5-10 Max Horz 2=258(LC 12) Max Uplift 2=-30(LC 12), 14=-477(LC 12), 16=-235(LC 13) Max Grav 2=175(LC 23), 14=1274(LC 1), 16=758(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-352/332, 3-5=-154/299, 5-6=-879/699, 6-7=-756/696, 7-8=-786/671, 10-15=-365/619, 9-15=-365/619 BOT CHORD 13-14=-433/481, 12-13=-392/687, 11-12=-391/582, 10-11=-378/556 WEBS 3-14=-327/415, 5-14=-1114/879, 5-13=-125/373, 8-10=-715/477, 9-16=-803/589 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 C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2) 15-0-0 to 28-10-4 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 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 jive loads. This Item has been 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 electronically signed and will fit between the bottom chord and any other members. sealed by Finn, Walter, PE 6) Bearing atjoint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify using a Digital Signature. capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) Printed copies of this 14=477, 16=235. document are not Considered signed and sealed and the signature must be verified on any electronic copies. - Walter'P. Finn PE !No.22838 MiTek USA, Inc. FL ¢ert 6634 8804Parke,East BIVd. Tampa FL 33610' dat_e:' April 15,2020 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Bracing indicated is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" building design. prevent of 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, see ANSIITP11 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 36610 Jab 1. Truss Truss Type Qty Ply 4 T19986462 2292848-PSLP-GARCIA B3 Hip 1 1 Job Reference (optional) 13uilders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MITek Industries, Inc. Wed Apr 15 15:26:29 2020 Page 1 I D:isHchTISssUA394me90vb7ycGrZ-saSx2tFYufBOse98W UiScDHXdwRBcYaxy8fw8_zQR_8 1-0-0 6-7-10 13-0-0 17-9-8 22-7-0 24-6-6 29-7-4 ZOO 66 10 6-4-6 4-9-B 4-9-8 1-11-6 5-0-14 5x8 = Scale = 1:57.1 3x4 = 5x6 = 4 19 5 20 6 3x4 ST1.5x8 STP = 3.00 12 5x8 = 2x4 11 5x6 = 1-11-6 ' 5-0-14 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 ]net YES Code FBC2017/rP12014 CSI. TC 0.63 BC 0.47 WB 0.54 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl L/d -0.08 11-12 >999 360 -0.17 11-12 >999 240 0.06 16 n/a n/a 0.05 12 >999 240 PLATES MT20 MT20HS Weight: 185 lb GRIP 244/190 1871143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 5-10-13 oc purlins, 6-8: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-7-10, 14=0-7-10, 16=0-5-10 Max Horz 2=240(LC 12) Max Uplift 2=-32(LC 12), 14=-455(LC 12), 16=-216(LC 13) Max Grav 2=147(LC 23), 14=1299(LC 1), 16=753(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-060/368, 3-4=816/570, 4-5=-889/753, 5-6=-639/617, 6-7=-748/663, 7-8=-649/505 BOT CHORD 13-14=-317/225, 12-13=-439/661, 11-12=-616/914, 10-11=-380/579 WEBS 3-14=-1087/1026, 3-13=-601/970, 4-13=-366/344, 4-12=-333/503, 5-11=-418/353, 7-11=-83/264, 7-10=-460/342, 8-10=-368/560, 8-16=-795/586 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 C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2) 13-0-0 to 21-5-13, Interior(1) 21-5A3 to 22-7-0, Exterior(2) 22-7-0 to 28-10-4 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 3) Provide adequate drainage to prevent water ponding. THIS Item has been 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. electronically Signed and 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 sealed by Finn, Walter, PE will fit between the bottom chord and any other members. using a Digital Signature. 7) Bearing at joint(s) 16 considers parallel to grain value using ANSI/rP1 1 angle to grain formula. Building designer should verify Printed Copies of this capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 2 except Qt=lb) document are not considered 14=455,16=216. signed and sealed and the signature must be verified on any electronic copies. Walter P: Finn PE No.22839, k r k USA, Inc. FL Cart 6634 6904 Parke East Blvd: Tampa FL 33616 Date: • April 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. ° Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not 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 truss systems, see ANSI/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 36610 Job f, Truss Truss Type Qty Ply I T19986463 2292848-PSLP-GARCIA C1 Roof Special 1 1 Job Reference (optional) .Puilders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MITek Industries, Inc. Wed Apr 15 15:26:30 2020 Page 1 ID:isHchTlSssUA394me9Ovb7ycGrZ-KnOKFCGAfzJ FTokK4BDh9QpfCJjgLxP4BoCUhQzQRJ 1-0 7-3 4 14-0-0 20-8-14 21-7 24-6-fi 29-8-8 35-7-0 -0-0 7-3I 6-8-12 6-8-14 0-10- 2-11-6 5-2-2 5-10-8 5x8 = 6.00 12 21 3x4 II 5x6 225 6 Scale = 1:65.3 ST1.5x8 STP = 17 "' 15 14 12 11 10 4x6 = 2x4 3x6 = 5x8 = 2x4 II 5x8 = 2x4 I 6x8 = 3.00 112 5-10-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.77 BC 0.71 WB 0.82 Matrix-SH DEFL. in (loc) I/deft L/d Vert(LL) -0.18 12-13 >999 360 Vert(CT) -0.34 14-15 >999 240 Horz(CT) 0.13 10 n/a n/a Wind(LL) 0.21 12-13 >999 240 PLATES GRIP MT20 244/190 Weight; 219lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 5-14: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-8-9 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 8-10 7-13: 2x4 SP No.2 REACTIONS. (size) 10=Mechanical, 2=0-7-10 Max Harz 2=239(LC 12) Max Uplift 10=-420(LC 13), 2=-450(LC 12) Max Grav 10=1298(LC 1), 2=1372(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2397/1502, 3-4=-1830/1273, 45=-1823/1418, 5-6=-1805/1399, 6-7=2012/1480, 7-8=-2040/1388 BOT CHORD 2-17=-1459/2050, 15-17=-1460/2046, 5-13=-7/252, 12-13=-1185/1817, 11-12=-1379/2119, 10-11=-1375/2124 WEBS 3-17=0/295, 3-15=-565/500, 4-15=-39/313, 13-15=-1006/1491, 4-13=-295/459, 8-12=-412/280, 8-10=-2351/1522, 13-18=-215/417, 6-18=-327/412 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=i 60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 14-0-0, Exterior(2) 14-0-0 to 20-0-0, Interior(1) 20-M to 21-7-0, Extedor(2) 21-7-0 to 27-7-0, Interior(1) 27-7-0 to 355-4 zone; cantilever left and right exposed ;C-C for This item has been members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. electronically signed and 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Finn, Walter, PE 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 using a Digital Signature. will fit between the bottom chord and any other members. Printed Copies of this 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 atjoint(s) except Qt=lb) document are not considered 10=420, 2=450. signed and sealed and the signature must be verified on any electronic copies. " WalterP. Finn PE.No.22839 Welt USA; Inc. FL Pert 6634 6904,Parke East 131W. Tampa FL 33810 bate: ' April 15,2020 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 101012015 BEFORE USE. * Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. AdditIonal temporary and permanent bracing M iTek' 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, see ANSI/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 36610 Job i Truss Truss Type city Ply T19986464 2292848-PSLP-GARCIA C2 Roof Special 1 1 Job Reference (optional) 13Ullders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:32 2020 Page 1 I D:isHchTlSssUA394megOvb7ycGrZ-H984gulQBaZzj6uiBcG9Erv—d7OupgONf6tblJzQR_5 1-0 2-7-10 7-3-13 12-0-0 16-3 3 20-6-6 23-7-0 27-8-8 35-7-0 -0-0 2-7-16 4-8-0 4-8-3 4-3-3 4-3-3 3-0-10 4-1-8 7-10-8 ST1 6x8 = 24 25 5x6 = Scale = 1:65.9 cm 9 n 05 4 I 5x8 = 15 r%1u 10 9 6x8 1 13-24 4-11-0 1 5x6 = 14-10-2 = 12 2-7-10 7-3-13 12-0-0 20-6-6 24-6-6 27-8-8 35-7-0 2-7-10 4-8-3 4-8-3 8-6-6 4-0-0 3-2-2 7-10-8 Plate Offsets (X Y)— f1:0-7-8 0-0-0] [2:0-9-4 0-0-0] [4:0-6-0 0-2-81 f6:0-3-0 0-2-0] [8:Edge 0-1-81[12:0-2-12,0-2-4],[13:0-5-0,0-4-8],[16:0-1-13,0-1-8] LOADING (psf) SPACING- 2- -0 CS1. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.16 12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.33 12-13 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(CT) 0.19 9 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-SH Wind(LL) 0.20 12-13 >999 240 Weight: 242 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4: 2x8 SP 240OF 2.OE, 4-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-0-11 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 6-3-0 oc bracing: 12-13 2-13: 2x6 SP M 26, 12-13: 2x6 SP No.2 6-5-0 oc bracing: 2-14 WEBS 2x4 SP No.3 *Except* 6-10-0 oc bracing: 13-14 15-16: 2x8 SP 240OF 2.0E WEBS 1 Row at midpt 7-9 JOINTS 1 Brace at Jt(s): 13, 14 REACTIONS. (size) 1=0-7-10, 9=Mechanical Max Horz 1=233(LC 12) Max Uplift 1=-373(LC 12), 9=-425(LC 9) Max Grav 1=1275(LC 1), 9=1275(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-667/271, 2-3=-3071/2121, 3-4=-2323/1609, 4-5=-2182/1606, 5-6=-2180/1609, 6-7=-1962/1358 BOT CHORD 2-14=-2143/2806, 13-14=-2143/2806, 12-13=-1414/2029, 11-12=-1172/1765, 10-11 =-1 30711966, 9-1 0=-1 304/1970 WEBS 3-14=-117/257, 3-13=-892/827, 4-13=-297/630, 5-12=-416/462, 6-12=-714/972, 7-11=-435/308, 7-10=0/278, 7-9=-2161/1432, 4-12=-179/330 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 C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-11-11 to 6-11-11, Interior(1) 6-11-11 to 12-0-0, Exterior(2) 12-0-0 to 18-0-0, This item has been Interior(1) 18-M to 23-7-0, Exterior(2) 23-7-0 to 27-8-8, Interior(1) 27-M to 35-5-4 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 electronically signed and 3) Provide adequate drainage to prevent water ponding. Sealed by Finn, Walter, PE 4) All plates are 2x4 MT20 unless otherwise indicated. using a Digital Signature. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed copies of this 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. document are not considered 7) Refer to girder(s) for truss to truss connections. Signed and Sealed and the 8) Bearing atjoint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signature must be verified capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) on any electronic copies. 1=373, 9=425. Walter P. Finn PE No.22839. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. MiTek USA; Ind. FL Cert 66.34 6904 Parke East Blvd. Tampa FL 33610 Data: • April 15,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not wt 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 Individual truss web and/or chord members only. Additlonal temporary and permanent bracing MiTek' building prevent of 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, see ANSI/rPl1 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 36610 Job Truss Truss Type Qty Ply 4' T19986465 2292848-PSLP-GARCIA C3 Hip 1 1 Job Reference (optional) xuiiaers tlrst Jource, Fiant city, FL - Jzbtib, b.z4u s Mar `J zu?u MI I eK maUStrles, Inc. vvea Apr 1b 1b:zb:33 zwZu rage I ID:isHchTISssUA394me90vb7vcGrZ-IMiStEl2vuhaKFSvlKn0n3RDKXkvYlrXtmd8llzQR 4 2-7-10 7-4-6 5-9-14 4-10-9 1 4-10-9 14-8-12 5-34 Scale: 3/16"=1' 6x8 = 2x4 11 3x4 = 5x8 = a nn IAo 3 4 19 20 5 6 3x6 II 2x4 II 12 11 lu 9 3x6 = ST1.5x8 STP = 2x4 II 4x12 = 3x6 = 3x4 = 2x4 11 2-7-12 10-0-0 15-9-14 20-8-7 25-7-0 35-7-0 2-7-10 74-6 5-9-14 4-10-9 4-10-9 10-0-0 Plate Offsets (X,Y)— r3:0-6-0,0-2-81, r6:0-6-0,0-2-81, 113:04-12,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.30 2-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.57 8-9 >741 240 BCLL 0.0 Rep Stress Incr YES WB 0.77 Hor-z(CT) 0.27 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.38 2-14 >999 240 Weight: 210 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied or 3-1-10 oc purlins. 1-3: 2x8 SP 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 4-11-11 oc bracing. Except: BOT CHORD 2x4 SP No.2 'Except` 7-1-0 oc bracing: 2-14 15-16: 2x8 SP 2400F 2.OE, 2-13: 2x6 SP M 26, 4-12: 2x4 SP No.3 8-10: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-7-10, B=Mechanical Max Horz 1=100(LC 11) Max Uplift 1=-374(LC 9), 8=-376(LC 8) Max Grav 1=1307(LC 1). 8=1303(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-533/424, 2-3=-2788/1849, 34=-2841/2069, 4-5=-2822/2060, 5-6=-2232/1700, 6-7=-2165/1536, 7-8=-2471/1815 BOT CHORD 2-14=-1500/2493, 13-14=-1505/2510, 4-13=-248/314, 9-11 =-I 078/1885, 8-9=-152412170 WEBS 3-14=-147/487, 3-13=-317/543, 11-13=-1225/2033, 5-13=475f781, 5-11=-777/616, 6-11=-409/589, 6-9=-157/424, 7-9=-334/507 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 10-0-0, Exterior(2) 10-0-0 to 18-5-13, Interior(1) 185-13 to 25-7-0, Exterior(2) 25-7-0 to 34-0-13, Interior(1) 34-0-13 to 35-6-4 zone; cantilever left and right exposed ;C-C This item has been for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding, electronically signed and 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Finn, Walter, PE 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 using a Digital Signature. will fit between the bottom chord and any other members. Printed Copies of this 6) Refer to girder(s) for truss to truss connections. 7) Bearing atjoint(s) 1 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify document are not considered capacity of bearing surface. signed and sealed and the 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) signature must be verified 1=374, 8=376. On any electronic Copies. WalterP: Finn PENo.22839. MiTek USA, Inc,'FL Cart 6634 6904Rarke.East Blvd. Tampa FL 33610 NO: April 15,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° 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, see ANSIITP11 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 36610 Job I Truss Truss Type Qty I Ply T19986466 2292848-PSLP-GARCIA C4 Half Hip 1 1 Job Reference (optional) .Builders First Source, Plant City, FL - 32566. 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:34 2020 Page 1 I D:isHchTlSssUA394me90vb7ycGrZ-DYGg5aJgjCphyP 15J 1 IdJG_M Wx1 TH Ieg6QMhgBzQR-3 -1-0-0 2-7-10 9-0-0 15-9-14 22-5-8 28-11-6 35-7-0 -0-0 2-7-16 6-4-6 6-9-14 6-7-10 6-5-14 6-7-10 Scale = 1:64.7 6x8 = 2x4 11 3x4 = 3x6 = 3x4 = 3x8 = 6.00 12 3 4 18 5 6 7 19 8 17 3x6 II 2 x10 = 13 14 _ _-5; ST1.5x8 STP = 2x4 11 /r 0 2x4 II 12 11 10 9 3x4 I 5x8 = 5x6 = 3x6 II 2-7-10 9-0-0 15-9-14 22-5-8 28-11-6 35-7-0 2-7-10 6-4-6 6-9-14 6-7-10 6-5-14 6-7-10 ' Plate Offsets (X Y)— r3:0-6-0 0-2-8] r10:0-M 0-3-0] rl 1:0-3-0 0-2-01 rl3:0-4-12 0-3-81 I�d LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.30 12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.56 13 >754 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.25 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.38 12 >999 240 Weight: 219 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD 1-3: 2x8 SP 240OF 2.0E BOT CHORD 2x4 SP No.2 'Except` BOT CHORD 15-16: 2x8 SP 240OF 2.OE, 2-13: 2x6 SP M 26, 4-12: 2x4 SP No.3 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 1=0-7-10, 9=Mechanical Max Horz 1=222(LC 12) Max Uplift 1=-426(LC 9), 9=-540(LC 9) Max Grav 1=1304(LC 1), 9=1300(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-531/86, 2-3=-2948/1937, 3-4=-3254/2238, 4-5=-3224/2218, 5-7=-2385/1550, 7-8=-1572/1012, 8-9=-1240/881 BOT CHORD 2-14=-1907/2660, 13-14=-1914/2679, 4-13=-327/399, 11-12=-200/307, 10-11=-1012/1572 WEBS 3-14=-155/494, 3-13=-402/636, 11-13=-1369/2108, 5-13=-758/951, 5-11=-792/688, 7-11=-675/994, 7-10=-950/771, 8-1 0=1 215/1892 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 6-5-0 oc bracing: 2-14 1 Row at midpt 11-13, 8-10 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 9-0-0, Exterior(2) 9-0-0 to 17-5-13, Intehor(1) 17-5-13 to 35-5-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=426, 9=540. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter'P. Finn PE No.22839. MiTek USA, Ind. FL Oert 6634 6904 Parke East BIV&Tampa FL 33616 Date: April 15,2020 ® WARNING . Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall Bracing indicated is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' building design. prevent of Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH 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 36610 Job t Truss Truss Type Qty Ply I T19986467 2292848-PSLP-GARCIA C5 Half Hip Girder 1 Job Reference (optional) .builders I-Irst Source, Hiant GI[y, I-L - 32b66, 6.2411 S Mar 9 2U20 Mi I eK Industries, Inc. wed Apr 1 b 1 b26:36 zuzu rage 1 ID:is HchTISssUA394me90vb7ycGrZ-5JVLwyMBmQK6R1 LsYtNZU693XYQFDZXG 11 KvzyzQR_? 1-0-0 2-7-10 7-0-0 11-6-11 15-9-14 20-7-fi 25-6-11 30-5-15 35-10 -0-0 2-7-10 4 4-6 4-6-11 4-3-3 4-9-9 4-11-5 4-115 5-1-1 Scale = 1:64.7 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6.00 12 6x8 = NAILED NAILED NAILED NAILED 3x4 = 2x4 1I 3x6 = 4x6 = 3x4 = 3x6 = 4x6 = 3 21 422 23 24 5 25 26 6 27 7 828 29 30 9 31 32 10 33 3x6 112x4 II GX4 11 NAILED JX4 7x10 = 15 38 39 14 40 41 4213 43 44 1245 46 11 47 ST1.5x8 STP Special NAILED NAILED 3x8 11 4x6 II NAILED 5x12 = NAILED 7xl0 = NAILED 4x6 = NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 2-7-10 7-0-0 11-6-11 15-9-14 , 20-7-6 25 fi-11 30-5-15 _ 35-7-0 2-7-16 4-4-6 4-6-11 4-3-3 4-9-9 4-11-5 4-115 5-1-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.36 16-17 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.68 16-17 >617 -240 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(CT) 0.25 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.52 16-17 >805 240 LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-3: 2x8 SP 240OF 2.0E BOT CHORD 2x6 SP No.2 'Except' BOT CHORD 1-19,5-15: 2x4 SP No.2, 2-16: 2x6 SP M 26 WEBS 2x4 SP No.3 'Except` 14-16: 2x4 SP No.2 REACTIONS. (size) 1=0-7-10, 11=Mechanical Max Horz 1=169(LC 8) Max Uplift 1=-1263(LC 5), 11=-1410(LC 5) Max Grav 1=2595(LC 1), 11=2844(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1065/449, 2-3=-7545/3916, 34=-9031/4714, 4-5=-9999/5162, 5-6=-9863/5097, 6-8=-7111/3599, 8-9=-5834/2921, 9-10=-3545/1765, 10-11=-2693/1449 BOT CHORD 2-18=-3694/7001, 17-18=-3727/7077, 16-17=-4714/9028, 5-16=-094/363, 14-15=-498/1002,13-14=-2948/5874,12-13=-1765/3545 WEBS 3-18=-539/1216, 3-17=-1159/2191, 4-17=-807/556, 4-16=-529/1105, 14-16=-3171/6249, 6-16=-1684/3094, 6-14=-2011/1285, 10-12=-2115/4248, 8-14=-790/1501, 9-12=-2166/1329,8-13=-13461897,9-13=-1412/2795 PLATES GRIP MT20 244/190 Weight: 504 lb FT = 20% Structural wood sheathing directly applied or 4-9-4 oc purlins, except end verticals. Rigid ceiling directly applied or 9-4-8 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1263, 11=1410. 10)'"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. I9 This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. waiterP. Flrin PE No.22639, Mi rek USA, Inc. FL Cert 6634 8904 Parke.East Blvd. Tampa FL 33610 Date: ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M147473 rev. 1010312015 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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, see ANSUTPl1 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 36610 April 15,2020 Job Truss Truss Type City Ply r T19986467 2292848-PSLP-GARCIA C5 Half Hip Girder 1 Job Reference (optional) .Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:38 2020 Page 2 I D:isHchTlSssUA394me90vb7ycGrZ-5JVLwyM BmQK6R1 LsYtNZU693XYQFDZXG 11 KvzyZQR_? NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 121 lb down and 208 lb up at 7-M on top chord, and 409 lb down and 245 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-76, 2-3=-54, 3-10=-54, 2-16=-20, 11-15=-20 Concentrated Loads (lb) Vert: 3=-97(B) 7=105(B) 18=-409(B) 21=-96(B) 22=-96(B) 23=-96(B) 24=-96(B) 25=-105(B) 26=-105(B) 27=-105(B) 28=-105(B) 29=-105(B)30=-105(B) 31=-105(B) 32=-105(B) 33=-122(B) 34=-71(B) 35=71(13) 36=-71(B) 37=-71(B) 38=-58(B) 39=-58(B) 40=-58(B) 41=-58(B) 42=58(B) 43=-58(B) 44=-58(B) 45=58(B) 46=-58(B) 47=65(13) ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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, see ANS11TPII 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, Alexandra, VA 22314. Tampa, FL 36610 Job t Truss Truss Type Qty Ply T19986468 2292848-PSLP-GARCIA CA Corner Jack 6 1 Job Reference (optional) Zuilders First Source, Plant City, FL - 32566, Plate Offsets (X,Y)- 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:39 2020 Page 1 I D:isHchTlSssUA394me90vb7ycGrZ-ZW3j8 HNpXkSz2Aw35auoOKhN8yypyCQPGh4SVPzQR_ 1-0-0 1-0-0 2x4 = STIZA STP = 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 2 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 "•' 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=44(LC 12) Max Uplift 3=-8(LC 1), 2=-63(LC 12) Max Grav 3=18(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.0 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate 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 joints) 3, 2. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. walfeTP.Finn PE'No.22839. MiTek USA, Inc. FL Cott 6634 8904 Parke East Blvd: Tampa FL 33810 Date_: April 15,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 11411-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' prevent of 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, see ANSIITP11 Quality Criteria, DSB-8grand 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 36610 Job + Truss Truss Type City Ply 4 T19986469 2292848-PSLP-GARCIA CJ3 Corner Jack 4 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 1-0-0 8.240 s Mar 9 2020 MITek Industries, Inc. Wed Apr 15 15:26:40 2020 Page 1 I D:isHchTlSssUA394me90vb7ycGrZ-2id6LdOR 12aggKVFflP 1 ZXEX3LH_hfgZU Lp00rzQQzz 3-0-0 2x4 = ST1.5x8 STP = 3-M 3-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 2-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 "" 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=92(LC 12) Max Uplift 3=-63(LC 12), 2=-71(LC 12) Max Gram 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. Scale: 1 "=1' PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P: 6 PE No.22839. MITek USA, Inc. FL Oertlli 6904 Parke East Blvd. Tampa 1`11.43810 Date: April 15,2020 ®WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. " Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek 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, see ANSUTPl1 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 36610 Job Truss Truss Type Qty Ply i T19986470 2292848-PSLP-GARCIA CJ4 Comer Jack 2 1 Job Reference (optional) ,Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:40 2020 Page 1 I D:isHchTISssUA394me90vb7ycGrZ-2id6LdOR12aggKVFfl P1 ZXEX3LH?hfgZULp00rzQQzz 1-0-0 2-7-10 , 3 i 1-0-0 2-7-10 0 0-0 2x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 6 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Wind(LL) 0.01 6 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except* 3-6: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=92(LC 12) Max Uplift 4=-34(LC 12), 2=-70(LC 12), 5=-12(LC 12) Max Grav 4=48(LC 1), 2=189(LC 1), 5=48(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 1 "=1' 0 d PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 5. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter'P. Finn PE No.22839. MiTek USA, Inc. FL Cert 8634 •6904 Parke East Blvd. Tampa FL 33616 Date: April 15,2020 All, WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 vedly, 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, see ANSUTPIf 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 36610 Job ` Truss Truss Type city Ply c T19986471 2292848-PSLP-GARCIA CJ5 Comer Jack 4 1 Job Reference (optional) -Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:41 2020 Page 1 ID:isHchTlSssUA394me90vb7ycGrZ-W uB UZzP33Lih IU4RD?wG51nbQIaJQ6vij?ZZZHzQQzy -1-0-0 5-0-0 1 - 5-0-0 Scale = 1:19.2 3x4 = ST1.5x8 STP = 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Wind(LL) 0.00 2 *" 240 Weight: 18lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=142(LC 12) Max Uplift 3=-122(LC 12), 2=-85(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. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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-M 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) 2 except (jt=lb) 3=122. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WalterP. Finn PE;No.22639, MiTek USA; Inc, FL Celt 6634 6904 Parke:East Blvd. Tampa FL 3361 Date: April 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. ��° Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not 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 MITE k° 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, see ANSI?P11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job ' Truss Truss Type Qty Ply T19986472 2292848-PSLP-GARCIA CJ6 Corner Jack 2 1 Job Reference (optional) • Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:42 2020 Page 1 I D: is H chT ISss UA394m e9Ovb7ycG rZ-_51smJ PigfgYveednj RVeyJ p69vl9Z9ryfl65jzQQzx •1-0-0 2-7-10 5-0-0 1-0-0 2-7-10 24-6 3x4 = ST1.5x8 STP = Scale = 1:19.2 2-7-10 5-0-0 2-7-10 24-6 Plate Offsets (X,Y)— [3:0-3-0,0-1-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.03 6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.07 6 >762 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.04 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Wind(LL) 0.09 6 >597 240 Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. 3-6: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=142(LC 12) Max Uplift 4=-82(LC 12), 2=-82(LC 12), 5=-14(LC 12) Max Grav 4=100(LC 1), 2=259(LC 1), 5=82(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 C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 5. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WalierP. Finn PE No.22838 MiTek USA; Ind. FL Pert 8634 6904.ParkeEast Blvd. Tampa F1:33610 Date: April 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek 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, see ANSI/TPI1 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 36610 Job ' Truss Truss Type Qty Ply T19986 73 2292848-PSLP-GARCIA D1 Hip 1 1 Job Reference (optional) • Builders First Source, Plant tarty, FL - 32b66, 8.240 s Mar 9 2020 MI Tek Industries, Inc. Wed Apr 1 b 15:26:43 2020 rage l ID:isHchTISssUA394me90vb7ycGrZ-SHIE_fQKbzyPXoDgKQykBAsvKZ6zuvY?AJ2gdAzQQzw -,1-0 q 5-9-4 11-0-0 17-9-8 24-7-0 29-9-12 35-7-0 56-7 q -0-0 5 9 4 5-2-12 6-9 8 6-9 8 5-2-12 5 9 4 0-0 • Scale: 3/16"=l' 5x6 = 2x4 II 5x6 = 4 17 5 18 6 ST1.5x8 STP = 12 ST1.5x8 STP = 4x6 = 3x4 = 3x6 = 3x8 — 3x6 = 3x4 = 46 9-2-0 17-9-8 265-0 35-7-0 9-2-0 8-7-8 8-7-8 9-2-0 Plate Offsets (X,Y)— [4:0-3-0,0-2-0] [6:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.19 10-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.37 10-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.11 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.18 12 >999 240 Weight: 176 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 8=0-7-10 Max Horz 2=119(LC 11) Max Uplift 2=-421(LC 12), 8=-421(LC 13) Max Grav 2=1364(LC 1), 8=1364(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2363/1701, 3-4=-2142/1542, 45=-2091/1596, 5-6=-2091/1596, 6-7=-2142/1542, 7-8=-2363/1701 BOT CHORD 2-14=-1391/2045, 12-14=-976/1738, 10-12=-971/1738, 8-10=-1386/2045 WEBS 3-14=-253/449, 4-14=-210/434, 4-12=-340/565, 5-12=-418/462, 6-12=-340/565, 6-10=-210/434, 7-10=-253/449 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 C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2) 11-0-0 to 19-5-13, Interior(1) 195-13 to 24-7-0, Exterior(2) 24-7-0 to 33-0-13, Interior(1) 33-0-13 to 36-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. This item has been 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) sealed by Finn, Walter, PE 2=421, 8=421. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WalterP. Finn PE No.22839. MiTek USA, Inc. FL Cert 6634 8904 Parke EasllBlird: Tampa FL'33810 Date: April 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not^ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek 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, see ANSUTPII 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 36610 Job ' Truss Truss Type Qty Ply 1 T19986474 2292848-PSLP-GARCIA D2 Hip 1 1 Job Reference (optional) • Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:45 2020 Page 1 I D:isHchTlSssUA394me9Ovb7ycGrZ-OfQ?OLSa7aC7m5NCSr?CGbxHZMn7MI01edXni2zQQzu 1-0�{ 4-9 4 9-0-0 14-10-5 20-8'11 26-7-0 30-9-12 ,_ 35-7-0 f-7 q 0 4-9 4 4-2-12 5-10-5 5-10-5 5-10-5 4-2-12 4-9 4 -0-0' r� d 5x6 = 3x4 = 5 3x6 = 3x4 = 1819 6 7 5x6 = 8 20 Scale: 3116"=l' ST1.5x8 STP = 16 1' " 12 ST1.5x8 STP = 4x6 = 3x8 = 3x6 = 3x4 = 3x6 = 3x8 = 4x6 = 9-0-0 17-9-8 26-7-0 _ _ 35-7-0 9-0-0 8-9-8 8-9-8 9-0-0 Plate Offsets (X Y)— [4:0-3-0 0-2-01 [8:0-3-0 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.18 14 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.38 14-16 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.21 14 >999 240 Weight: 176 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-7-10, 2=0-7-10 Max Horz 2=99(LC 11) Max Uplift 10=-416(LC 8). 2=-416(LC 9) Max Grav 10=1364(LC 1), 2=1364(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2371/1695, 3-4=-2163/1492, 4-5=-1907/1420, 5-7=-2477/1762, 7-8=1907/1420, 8-9=-2163/1492, 9-10=-2371/1695 BOT CHORD 2-16=-1378/2051, 14-16=-1419/2424, 12-14=-1427/2424, 10-12=-1370/2051 WEBS 3-16=-205/382, 4-16=-381/685, 5-16=-736/539, 7-12=-736/539, 8-12=-381/685, 9-12=-206/382 Structural wood sheathing directly applied or 3-6-1 oc purlins. Rigid ceiling directly applied or 4-10-11 oc bracing. 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 C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 26-7-0, Exterior(2) 26-7-0 to 35-3-3, Interior(1) 35-3-3 to 36-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 chard 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) 10=416,2=416. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. water P: Finn PE N6.22838. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL33810' Date: April 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 1010312015 BEFORE USE. ° Design valid for use only with MiTek@ connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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, see ANS11TPI1 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 36610 Job ' Truss Truss Type Qty Ply t T19986475 2292848-PSLP-GARCIA D3 Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant Gity, FL - 32566, b.Z4U s Mar 9 ZUZU MI I eK Industres, Inc. vve0 Apr ib Ib:ZUAI ZUZU rage i ID:isHchTlSssUA394me9Ovb7ycGrZ-L2YIpOTgfBSrOPXbZGigL01cZASRgfAa5xOtmxzQQzs 1-0-0 7-0-0 14-1-12 21-5-4 28-7-0 _ 35-7-0 36-7-Q 11 7-0-0 7-1-12 7-3-8 7-1-12 7-M f-0-0' Scale: 3/16"=V NAILED Special NAILED NAILED NAILED NAILED NAILED 7x10 i 2x4 I 4x10 MT20HS =4x6 = Special NAILED NAILED NAILED NAILED 7x10 6.00 12 3 16 17 18 4 19 20 5 21 22 6 23 24 25 7 U U R➢ till U uy U IIII t0 U 8 2 9 1 ST1.5x8 STP = 15 26 27 14 28 13 29 30 31 32 12 33 11 34 35 10 ST1.5x8 STP = 5x8 = 2x4 II NAILED 6x8 = 5x12 = NAILED 5x6 = 6x8 = NAILED 2x4 I 5x8 = Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 7-0-0 14-1-12 21-5-4 28-7-0 35-7-0 7-0-0 7-1-12 7-3-8 7-1-12 7-0-0 Plate Offsets (X Y)— [2:0-1-11 Edge1 [3:0-7-4,0-3-01, [7:0-7-4,0-3-01, [8:0-1-11,Edgel 9 A I'T 0 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/TPI2014 CSI. TC 0.60 BC 0,98 WB 0.65 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft L/d -0.35 12-13 >999 360 -0.67 12-13 >631 240 0.16 8 n/a n/a 0.48 12-13 >881 240 PLATES MT20 MT20HS Weight: 212 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied or 3-0-5 or purlins. 3-5,5-7: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied'or 4-11-12 oc bracing. BOT CHORD 2x6 SP No.2 *Except* WEBS 1 Row at midpt 3A3, 7-12 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 3-13,6-13,7-12: 2x4 SP No.2 REACTIONS. (size) 2=0-7-10, 8=0-7-10 Max Horz 2=-78(LC 25) Max Uplift 2=-1219(LC 8), 8=-1219(LC 9) Max Grav 2=2662(LC 1), 8=2662(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5299/2488, 3-4=-7160/3480, 4-6=-7158/3479, 6-7=-7165/3486, 7-8=-5298/2488 BOT CHORD 2-15=-2187/4641, 13-15=-2186/4616, 12-13=-3391/7163, 10-12=-2126/4616, 8-10=-2127/4640 WEBS 3-15=-42/711, 3-13=-1434/2891, 4-13=-865/775, 6-12=-8781785, 7-12=1441/2897, 7-10=-41/710 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. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This Item has been 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. electronically Signed and 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 sealed by Finn, Walter, PE will fit between the bottom chord and any other members. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Printed copies Of this 2=1219, 8=1219. 8) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. document are not Considered 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 202 lb down and 290 lb up at signed and sealed and the 7-0-0, and 202 lb down and 290 lb up at 28-7-0 on top chord, and 323 lb down and 131 lb up at 7-0-0, and 323 lb down and 131 lb signature must be verified up at 28-64 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. On any electronic COp12S. 1 D•) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Walter P. Finn PE N6.22839. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MiTek USA, Inc. FL ¢ert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: - April 15,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always 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, see ANSI?PH 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, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply t T19986475 2292848-PSLP-GARCIA D3 Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 6.24u s Mar a 2uzu Mi I ek Inaustries, Inc. vvea Apr io 1 0:LU:4f Zulu rage 2 I D:isHchTISssUA394me90vb7ycGrZ-L2YIpOTgfBSrOPXbZG 1 gL01 cZASRgfAa5xOtmxzQQzs LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-155(F) 7=-155(F) 15=-323(F) 10=-323(F) 16=-105(F) 17=-105(F) 18=-105(F) 19=-105(F) 20=-105(F) 21=-105(F) 22=-105(F) 23=-105(F) 24=-105(F) 25=-105(F) 26=-58(F) 27=-58(F) 28=-58(F) 29=-58(F) 30=-58(F) 31=-58(F) 32=-58(F) 33=-58(F) 34=-58(F) 35=-58(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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, see ANS11TPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T19986476 2292848-PSLP-GARCIA EJ7 Jack -Open 22 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:48 2020 Page 1 ID:isHchTlSssUA394megOvb7ycGrZ-pE671 MUSQVaidZ6n7zYvtDZikatRZGekKbIRINzQQzr 1-0-0 7-0-0 1-0-0 7-0-0 Scale = 1:24.8 3x8 = ST1.5x8 STP = 7-0-0 Plate Offsets (X Y)— [2:0-8-0,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.08 2-4 >957 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.19 2-4 >424 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a file BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.15 2-4 >534 240 Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Harz 2=191(LC 12) Max Uplift 3=-151(LC 12), 2=-102(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: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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) except at=lb) 3=151, 2=102. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter?. Finn PE'No.22838. MiTek USA; Ind. FL Cert 6634 6904 Parke EastBlvd: Tampa FL 33810 Date: April 15,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MX7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for 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, see ANSIITP11 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 36610 Jab Truss Truss Type Qty Ply T 9986 77 2292848-PSLP-GARCIA EJ71 Jack -Open 5 1 Jab Reference (optional) - Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:49 2020 Page 1 ID:isHchTlSssUA394me90vb7ycGrZ-HRgVEiV5BpiZFjh_hh38QR6wo_AG IjutZFV_rpzQQzq 1-01 2-7-10 7-0-0 1-0 0 2-7-10 4-4-6 i 3x6 = 2x4 II ST1.5x8 STP = 2-7-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.12 6 >688 360 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.23 6 >345 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.13 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Wind(LL) 0.28 6 >282 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except' 3-6: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=191(LC 12) Max Uplift 4=-129(LC 12). 2=-98(LC 12), 5=-13(LC 12) Max Grav 4=150(LC 1), 2=331(LC 1), 5=118(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:24.8 PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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) 2, 5 except Qt=lb) 4=129. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wa@er P. Finn PE No.22839 MiTek USA, Ind. FL ¢ert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTekO 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, see ANSI/TPI1 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, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19986478 2292848-PSLP-GARCIA G1 Common Girder 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:50 2020 Page 1 ID:isHchTISssUA394me90vb7ycGrZ-IdEuS2 Wjx6gQttGAFOaNzee3ONa11 zi 1 nvEYNGzQQzp 7-0-12 10-0-0 12A -4 16-2-6 20-0-0 1-0-0 7-0-12 2-114 2-11-4 3-3-2 3-9-10 4x6 11 �1 0 Scale = 1:40.1 I$ ST1.5x8 STP = 3x6 11 Special V 8x10 = Special - 6x8 = Special - ST1.5x8 STP = 3x6 11 5x8 = 4x12 Special Special Special Special 7-0-12 10-0-0 12-11 4 16-2-6 20-0-0 7-0-12 2-110 2-1111 3-3-2 3-9-10 Plate Offsets (X Y)— [2:0-1-11 Edge] [7:0-2.8 0-2-8] [8:0-440-1-8] [9:0-3-8 0-4-0] [10:0-5-0 0-4-8] [11:0-0-8 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.17 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.30 8-9 >765 240 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.19 10-11 >999 240 Weight: 237 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 `Except' 4-7: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 `Except` 4-10: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 7=0-7-10, 2=0-7-10 Max Horz 2=112(LC 7) Max Uplift 7=-2906(LC 9), 2=-2182(LC 8) Max Grav 7=7896(LC 1), 2=5357(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10944/4419, 3-4=-8784/3466, 4-5=-8767/3456, 5-6=-11175/4227, 6-7=-13668/5053 BOT CHORD 2-11=-3912/9639, 10-11=-3912/9639, 9-10=-3662/9971, 8-9=-4410/12036, 7-8=-4410/12036 WEBS 3-11=-1402/2993,3-10=-2818/1478,4-10=-3005/7619,5-10=-3322/1196,5-9=-1140/3473, 6-9=-2391/882, 6-8=-785/2425 1 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 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=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (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 (jt=lb) ' 7=2906, 2=2182. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2824 lb down and 1430 lb up at 7-1-8, 1280 lb down and 560 lb up at 9-0-12, 1283 lb down and 396 lb up at 10-0-12, 1255 lb down and 445 lb up at 12-0-12, 1278 lb down and 440 lb up at 14-0-12, 1278 lb down and 447 lb up at 15-0-12, and 1278 lb down and 460 lb up at 17-0-12, and 1272 lb down and 460 lb up at 19-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn WN6.22839. MiTek USA, Inc. FL Jett 6634 6904 Parke,East Blvd. Tampa FL 33610 Date:` andard A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411.7473 rev. 101012015 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, see ANSI/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 36610 April 15,2020 Job Truss Truss Type Qty Ply ' T19986478 2292848-PSLP-GARCIA G1 Common Girder 1 n L Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:50 2020 Page 2 ID:isHchTISssUA394me90vb7ycGrZ-IdEuS2Wjx6gQttGAFOaNzee3ONa11 zi 1 nvEYNGzQQzp LOAD CASE(S) Standard -I) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 2-7=-20 Concentrated Loads (lb) Vert: 11=-2824(F)10=-1283(F)12=-1280(F)13=-1255(F)14=-1278(F)15=-1278(F)16=-1278(F)17=-1272 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. f0/03/2015 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 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, see ANS11TPl1 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 36610 Job Truss Truss Type Qty Ply T19986479 2292848-PSLP-GARCIA G2 Common 10 1 Job Reference (optional) Builders First Source, Hant Glty, FL - 32b66, 6.240 S Mar 9 ZU20 Mi I ek Industries, Inc. Wed Apr 1b 1b:26:b1 2U2U rage 1 ID:isHchTlSssUA394me90vb7ycGrZ-DpnGfOWLiQyGUOgMo66cVSBHCng1 ma0AOZ_5vizQQzo 1-0-0 6-4-4 8-2-3 10-0 10-0-0 11-2-0 11-9-1 13-7-12 20-0-0 21-0-0 1-0-0 6-4-4 1-9-15 -7-13 1-2-0 1-2-0 -7-13 1-9-15 644 Scale = 1:36.1 3x6 = 5 3x8 = 3x8 = 4 6 6.00 12 2x4 II 2x4 II 3 7 14 15 13 16 2 8 �1 s e 12 11 10 ST1.5x8 STP = 2x4 I I 3x8 MT20HS — 2x4 I I ST1.5x8 STP = 4x6 = 4x6 = 6-4 4 13-7-12 20-0-0 6-4-4 7-3-8 644 Plate Offsets (X,Y)— [5:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.41 10-12 >565 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.63 10-12 >370 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017fT'P12014 Matrix-SH Wind(LL) 0.27 8-10 >866 240 Weight: 80 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 54-12 oc purlins. BOT CHORD 2x4 SP M 31 'Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 8-11: 2x4 SP No.1 WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-7-10, 8=0-7-10 Max Horz 2=-108(LC 10) Max Uplift 2=-242(LC 12), 8=-242(LC 13) Max Grav 2=969(LC 2), 8=969(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1582/607, 3-4=-1247/650, 4-5=409/952, 5-6=-410/951, 6-7=-1249/649, 7-8=-1579/605 BOT CHORD 2-12=-349/1304, 10-12=-349/1304, 8-10=-349/1304 WEBS 4-6=-2360/1154, 7-10=0/536, 3-12=0/545 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 C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 10-0-0, Exterior(2) 10-0-0 to 16-0-0, Interior(1) 16-M to 21-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-6 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=242, 8=242. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE N6.22839. MIT& USA; Inc. FL Cert 6634 0804 Parke East Blvd. Tampa FL 33610 Date: April 15,2020 ®WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV I iTe k° 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, see ANS11TPII 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 36610 Jab - Truss Truss Type Qty Ply T19986480 2292848-PSLP-GARCIA G3 Common Supported Gable 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:53 2020 Page 1 ID:isHchTlSssUA394me90vb7ycGrZ-9Cv044YbE1 C_kK_IW W84aHGmVbkLEWUTUtTC_bzQQzm 1-0-0 10-0-0 20-0-0 ,21-0-0 , 1-0-0 10-0-0 10-0-0 1-0-0 i 4x6 = Scale = 1:39.0 117 d 3x4 = 22 21 20 19 18 17 16 15 14 3x4 = 5x6 = 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 CSI. DEFL. in (loc) I/defl L/d TC 0.13 Vert(LL) -0.00 13 n/r 120 BC 0.06 Vert(CT) -0.00 13 n/r 120 WB 0.09 Horz(CT) 0.00 12 n/a n/a Matrix-SH , LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 - REACTIONS. All bearings 20-0-0. (lb) - Max Horz 2=108(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 12, 19, 20, 21, 22, 17, 16, 15, 14, 2 Max Grav All reactions 250 lb or less atjoint(s) 12, 18, 19, 20, 21, 22, 17, 16, 15, 14, 2 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-72/287, 6-7=-103/372, 7-8=-103/377, 8-9=-72/292 WEBS 6-19=-116/299, 5-20=-107/300, 4-21=-109/286, 3-22=-107/283, 8-17=-116/300, 9-16=-1071300, 10-15=-1091286, 11-14=-107/283 PLATES GRIP MT20 244/190 Weight: 101 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 10-0-0, Corner(3) 10-0-0 to 16-0-0, Exterior(2) 16-0-0 to 21-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 19, 20, 21, 22, 17, 16, 15, 14, 2. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walt@rP. Finn PE No.2283i, MiTek USA, Inc. FL Cert 6634 69D4 Parke.Eaet Bivd: Tampa FL 33616 Date: April 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11811.7473 rev. 1010312015 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° 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, see ANS1/TPI1 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 36610 Job Truss Truss Type Qty Ply T19986481 2292848-PSLP-GARCIA HJ7 Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:54 2020 Page 1 ID:isHchTlSssUA394megOvb7ycGrZ-dOTOHQZD?LLrLUZxU EfJ7Upsa?_2zwgciXCIW 1 zQQzl 5-1-9 9-10-1 _ 5-1-9 4-8-7 Scale = 1:23.0 3x4 = 2x4 11 — — 5 NAILED NAILED NAILED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.03 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.06 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Wind(L-) 0.02 6-7 >999 240 Weight: 42 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=206(LC 4) Max Uplift 4=-131(LC 4), 2=-189(LC 4), 6=-115(LC 8) Max Grav 4=126(LC 1), 2=444(LC 1), 6=293(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-660/259 BOT CHORD 2-7=-335/590, 6-7=-335/590 WEBS 3-7=0/270, 3-6=-637/362 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 or bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (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 of withstanding 100 lb uplift at joint(s) except Gt=lb) 4=131,2=189,6=115. 6) "NAILED" indicates 3-10d (0.148" xY) 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) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. walter k Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 69D4 Farke.East Blvd. Tampa FL 3361D bate: April 15,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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, see ANS11TPI1 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 36610 J�b Truss Truss Type Qty Ply T19986482 2292848-PSLP-GARCIA HJ71 Diagonal Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:55 2020 Page 1 ID:isHchTISssUA394megOvb7ycGrZ-6b1 nVmZrmfTize871 xAYgiM_3OB9iMd mxByl2TzQQzk -1-5-0 3-8-0 6-0-1 9-10-1 1-5-0 3-8-0 2-4-1 3-10-0 3 3x4 = 2x4 II NAILED 3-8-0 6-0-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.22 9 >516 360 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.40 9 >282 240 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(CT) 0.14 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(L-) 0.30 9 >376 240 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 3-9: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-10-7, 7=Mechanical Max Horz 2=206(LC 4) Max Uplift 5=-75(LC 4), 2=-207(LC 4), 7=-184(LC 8) Max Grav 5=78(LC 19), 2=474(LC 1), 7=366(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-254/10, 3-4=-1088/534 BOT CHORD 3-8=-623/1046, 7-8=-623/1046 WEBS 4-8=-93/311, 4-7=-1097/653 Scale = 1:23.1 Iv 0 PLATES GRIP MT20 244/190 Weight: 42 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle.3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 2=207, 7=184. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines, 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 2-9=-20, 3-6=-20 Concentrated Loads (lb) Vert: 10=44(F=22, B=22) 11=-4(F=-2, B=-2) 12=-47(F=-23, B=-23) 14=-25(F=-13, B=-13) 15=-75(F=-37, B=-37) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. wa@er P. Finn PENo.22839. MjTek USA, Ind. FL Ceft 8834 0904 Parke East Blvd. Tampa FL 33610 bate: April 15,2020 ®WARNING. Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall � A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I VliTeW 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, see ANSUTPII 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 36610 Jqb Truss Truss Type City Ply T19986483 2292848-PSLP-GARCIA K1 Common 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 3-6-10 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:56 2020 Page 1 ID:isHchTlSssUA394me90vb7ycGrZ-anb9i5aUXybZbojKbfhnCvu FRojjRukvArhsbwzQQzj 7-1-4 4x6 = Scale: 3/4"=l' '2x4 = ST1.5x8STP = ST1.5x8 STP = 2x4 = 3-6-10 7-1-4 3-6-10 3-6-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 1-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 1-4 >999 240 BCLL 0.0 Rep Stress [nor YES WB 0.06 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.01 14 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-7-10, 3=0-7-10 Max Horz 1=36(LC 11) Max Uplift 1=-81(LC 12), 3=-81(LC 13) Max Grav 1=239(LC 1), 3=239(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-325/333, 2-3=-325/333 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date_: April 15,2020 ®WARNING -Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,7II.7473 rev. 1010312015 BEFORE USE. ° Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Bracing Indicated is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° building design. prevent of 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, see ANSI/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 36610 Jqb Truss Truss Type Qty Ply T19986484 2292848-PSLP-GARCIA K2 Common 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:57 2020 Page 1 ID:isHchTISssUA394me90vb7ycGrZ-2z9XwRb6IGjQDxI W9MC017RQrC40AL130VRP7MzQQzi 1-0-0 3-6-10 i 7-1-4 i 1-0-0 3-6-10 3-6-10 1-0-0 4x6 = ST1.5x8 STP = ST1.5x8 STP = 3x4 = 3x4 = Scale = 1:19.1 I¢ 0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.23 Vert(LL) -0.00 2-6 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 2-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Wind(LL) 0.00 6 >999 240 Weight: 28 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 4=0-7-10 Max Horz 2=45(LC 11) Max Uplift 2=-124(LC 12), 4=-124(LC 13l) Max Grav 2=31O(LC 1).4=311(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-288/258, 3-4=-288/258 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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 C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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-" 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 (it=lb) 2=124, 4=124. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE N6.22839, MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1411-7473 rev. 1010312015 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 pV IiTek• 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, see ANSI/TPI1 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 36610 Truss Truss Type Qty Ply T19986485 2292848-PSLP-GARCIA K3 Common Supported Gable 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 15 15:26:58 2020 Page 1 I D: isHchTlSssUA394me9Ovb7ycGrZ-WAiv7nck3arHg5tij4kFHK_aRcPUvnXCd9AzfozQQzh -1-0-o 3-6-10 7-1-4 _ 6-1-4 , 1) 3-6-10 3-6-10 1-0-0 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 OTHERS 2x4 SP No.3 4x6 = 3x6 = 2x4 II 3x6 = 0,0-0-61,[4:0-6-0,0-0-61 SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.31 Lumber DOL 1.25 BC 0.19 Rep Stress Incr YES WB 0.10 Code FBC2017ffP12014 Matrix-SH REACTIONS. (size) 2=7-1-4, 4=7-1-4, 6=7-1-4 Max Horz 2=45(LC 11) Max Uplift 2=-91(LC 12), 4=-99(LC 13), 6=-62(LC 12) Max Grav 2=183(LC 23), 4=183(LC 24), 6=271(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-168/343 DEFL. in (loc) I/defl L/d Vert(LL) 0.00 5 n/r 120 Vert(CT) 0.01 5 n/r 120 HOrz(CT) 0.00 4 n/a n/a Scale = 1:17.3 PLATES GRIP MT20 244/190 Weight: 28 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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 C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4, 6. I� 0 This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter'P. Finn PE No.22839, Wait USA, Ina. FL CeR 6634 6904.Parke,East Blvd: Tampa FL 33610 Date_: April 15,2020 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AN811TPI1 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 36610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 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. 0-1/16n - -I- For 4 x 2 orientation, locate plates 0- '/id' from outside edge of truss. 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 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 Q bracing should be considered. lY O 3. Never exceed the design loading shown and never = stack materials on inadequately braced trusses. U i 0 4. Provide copies of this truss design to the building p 9 9 F designer, erection supervisor, property owner and all other interested parties. 8 7 6 5 I 5. Cut members to bear tightly against each other. This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO connector plates. THE LEFT. "Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT software or upon request. NUMBERS/LETTERS. PLATE SIZE PRODUCT CODE APPROVALS ICC-ES Reports: The first dimension is the plate 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 ` to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the by text in the bracing section of the truss unless otherwise shown. output. Use T or I bracing if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, MiTek Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 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. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or 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.