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Home My WebLink AboutTrussREADING DIMENSIONS THS IS ADErAIL ON HOW TO READ THE DIMENSIONS ON THE TRUSS LAYOUT. 24-08-00 29-08-00 17-04-00 Ce) h� 0 CJ1 J1 00, )Z CJ 0 0 0 0 0 0 N N 0 0 0 1 -00 1-0 -00 0 0 0 M m 0 0 0 0 0 N 0 0 0 LO CJ -� -� U w w w w In LO w w _ w _ w W.. CJ5 I CJ5 B19 I I I B17 j I I 9'4' Flat Ceiling B15 1 I j 12" Tray B13 B11 > I B09 B07 71( B05 B03 24-00-08 B01 PB13 B01 PB11 9'-4" Flat Ceiling B01 P B01 PB8 B01 24" AHU Recess.. P 10 r.._. _.F1_/7� B02 �� PB12 ------ B04 I \ / PB14 B06 B08 B10 At 8x1? is $,pace > B10 / \ > 612 > V_ — ---- B14 B16 9'-4" Flat Ceiling B18 CJ5 CJ UD LO 0 LO LU o LO 7 LOIn W Lu In Lu In UO 7 W U L W W W W W W W W W W U t1_-06-08 FEET/ � INCHES SIXTEENTHS J3 0 10-00-00 9 28-00-00 Sil, 5-00-00 00 00 Sil 0 Beam/ Lintel By Other C6 CJ1 CJ3 o a 0 a 0 a 0 a 0 a 0 a a 0 a a 0 a 0 a 0 a 0 a 0 a a a a ¢ a a 00-0 9'-4 Flat CE ling 0 oo 0 CJ5 u; �17-04-01 12-0 00 EJ5 EJ5 Expc ad to V nd EJ5 O 0 0 0 /9,-" °D Flat C iling EJ 9'-4 Flat C ing 9' " Flat C !ling EJ5 bl is 10 m a m o_ m a m a m a m n. m a E.1 m o- m a m a m a m a m a. m o_ m a m a s 0 _.. .._. _.._. _.._ ._.._ ._.._ ._.. EJ51 do m = I I i 4 o <n EJ5 E f0 IM EJ5 Tra EJ5 I I EJ EJ5 I I I I EJ5 EJ 5 VS 9'- 1 'Flat C iling EJ5 V4E 9'- Flat C ing CJ V3E End of uss i 3et 3/4" LO U CJ3 V2E CJ1 V1E 0 01 01 0 0 Q E01 6 O 0)v ID02 01 0o o o I E\druss inset 3/4' E0 9 o co CJ3 oo d 0 o 01 8-04 0 9'-4 let Ceiling EO E0 I 8/12 It 0 o 00 CJ 1 o a N au CJ 1 > r U 13-00- DQ o 0 do D03 M > 9'- Ex{ LO w " Flat C osed to LO LU iling Vind 0 w O CJ5E to Ln w 0 o o In CJ3E U U 04 8/12 Vault _ g > D04 Exposed to Wind CJ1E o O 0 N N1 D04 D05 Beam/ Lintel By Other U S(o U 24-08-00 11-04-00 9-04-00 14-00-00 12-04-00 71-08-00 REFER TO BCSI -Bt 60 degrees or Dr less Builders FirstSource 4408 Airport Road, Plant City, Florida, 33567 Phone: (813) 305-1300 Fax: (813) 305-1301 A.) Fabrication and Delivery: One approved truss placement diagram must be returned to the truss manu- facturer before fabrication and delivery will be scheduled. It is the client's responsibility to coordinate delivery dates with the truss manufacturer. The client shall provide a marked location for delivery, which must be accessible, level and clear of materials and debris; in lieu of this, trusses will be delivered in the best available location at our driver's discretion. No back charges will be accepted if the above criteria are not met. Care and handling of the trusses following delivery is the responsibility of the client. B.) Installation & Bracing: BCSI 1-03 B1 ( Building Component Safety Information) SBCA / TPI guidelines shall be followed when handling, installing & bracing trusses. Temporary and I or permanent bracing and blocking is not included in the truss package. Trusses shall be braced to prevent rotation and provide lateral stability in accordance with the requirements specified in the construction documents for the J building and on the individual truss design drawings. The overall stability of the truss system is the > responsibility of the building designer. O a C.) Field framing: 1.) Tray ceilings and other ceiling transitions may require field framing by others. li 2.) Ceiling drops and valleys not shown are to be field framed by others. Q z D.) Repairs: Truss related problems are to be reported to the truss manufacturer ASAP, preferably in w writing. Do Not Cut Any Trusses before contacting the truss manufacturer with specifics of the problem. _J Any field modifications made without an engineered repair drawing will be the responsibility of the U client. Repair information may require written approval by the client prior to production and / or delivery of any necessary material or repair drawings. No back charges or crane charges of any kind will be accepted, unless specifically approved in writing by the truss manufacturer's management. W H U Z (9 W O U a W J LU W 2 U rn W m IX O U W Z Z O U u E.) This Truss Placement Diagram was not created by an engineer, but rather by the BFS staff, and is purely to be used as an installation guide and does not require a seal. Complete truss engineering and analysis can be found on the Truss Design Drawings which may be sealed by the Truss Design Engineer. *** Approved By: Please Print Name: Delivery Date : Employed By Approval Date Roof - Load: 40# psf; 20 TCLL, 10 TCDL, 00 BCLL, 10 BCDL; Dur.: 1.25 T.C. Pitch 8 / 12 MiTek Engineering MiTek 2020 B.C. Pitch / 12 Building Code : FBC 2017 T.C. Size 2x4 ASCE 7-10 Heel Hgt. 2x4 TPI 1-2014 Bearing Block/Frame Truss Design Comp. & Cladding Cantilever 24" Uplift Calculations MWFRS Overhang Wind Speed / Exposure 170 mph / Exp. C O.H. Cut Mean Height <_ 15' Spacing 24" O.C. Bldg. Cat. (Factor) II (1.00) Lumber SP Enclosure (Coefficient) Enclosed (± 0.18 ) Entry Exposed to Wind Lanai Exposed to Wind •-. rrr•• 0'-On :. All Bearing Heights Above Finished Floor Simpson Strong -Tie LUS24 QA HTU26 HTU28 © HTU26-2 QD HTU28-2 Q HGUS26-2 Q HGUS28-2 © HGUS26-3 QQ HGUS28-3 Q QQ Q HGUS210-4 . HHUS46 QQ THA422 THAC422 @ THA426 © HHUS48 Q . ®. Q Q . . Installation shall be per connector manufacturer's guidelines. All connectors and tie downs, other than truss to girder truss connectors, are to be specified and supplied by others. Q R. U. 11 R: U: Q R: U: Q R: Ui @ R: U: zz R: U: Q R: U`, 13 R: U: QQ R: U: ® R: U: 14 R: U: ® R: U: Q R: U: 15 R: U: @ R: U: - Q R: U: R: U: © R: U: ' O u- Z I— Z w U W of Q R: U: 17 R: U: 0 R: 1 U: (D R: U: is R: U: © R: U: Q R: U: 1s R: U: ?s R: U: 10 R: U: Qo R: U: 30 R: U: Only Points Listed Above have. Reaction >5000.or Uplift >1000 Values shown on the sealed Truss Design Drawings supersede the above. N1 Revised to add front entry trusses. N2 '. N3 N5 Client : FL DESIGN BUILD INSPECT Project : Resendiz Residence REVIEWED FOR Address: 4413 Pressler Lane CODE COMPLIANCE` Fort Pierce, FL. 34945 ST. LUCIE COUNTY'.. County Saint Lucie County BOCC l � Date 03/20/2020 Scale 1/4" = V-0" for 24x36 D size sheet Revised 03/24/2020 Drawn By N. Oglesby Sheet # 1 of 1 Job # 2238115 MATERIAL LIST )TY DESCRIPTION 8 HTU26 170 PIGGYBACK PLATES p Aegmye-L 1 _ ) I 2IP2i /2 _I Ilne repan a,pprar. d I Teline span pprox. I 141k 30' to 60' Span Spreader Bar REQUIRED REFER TO BCSI -1211 yam. )IMENSIONS Builders FirstSource 1 —06-08 FEET INCHES SIXTEENTHS 4408 Airppoort Road, Plant City, Florida, 33567 Phone: (813)305-1300 Fax: (813) 305-1301 A.) Fabrication and Delivery: One approved truss placement diaggram must bereturnedtothetrussmanu- recover before fabncahon and delivery will be scheduled. It is the client's responsibility to coordinate '... delivery dates with the truss manufacturer: The client shall Provide a marked location for delivery, which must be accessible, level and clear of materials and dabns; in lieu of this, trusses will be delivered In the best available location at our drivers discretion. No back charges will be accepted tithe above critena are not met. Care and handling of the trusses following delivery is the responsibility of the client. B.) Installation & Bracing: BCSI 1-03 Bi (Building Component Safety Information) SBCA/TPI guidelines shall be followed when handling, Installing & bracing trusses. Temporary and / or permanent bracing and blocking is not Included In the truss package. Trusses shall be braced to prevent rotation and provide — J lateral stability In accordance with the requirements specified in the construction documents for the building Individual O and on the truss design drawings. The overall stability of the truss system is the responslbfilty of the building designer. K C.) Field framing: 1.) Tray ceilings and other will transitions may require field framing by others OIL 2.) Ceiling drops and valleys not shown are to be field framed by others. Q Z D.) Repairs: Truss related problems are to be reported to the truss manufacturer ASAP, preferablyy In Do Not Cut Any Trusses before UU 7 writing. contacting the truss manufacturer with specifics of the pproblem. Any field modifications made without an engineered repair drawing will be the responsibility the U of client. Repair information may require written approval by the client prior to production and / ordelivery of any necessary material or repair drawings. No back charges or crane charges of any kind wilt be accepted, unless specifically approved in writing by the truss manufacturers management E.) This Truss Placement Diagram was not mated by an engineer, but rather by the BFS staff, and is purely to be used as an installation guide and does not require a seal. Complete truss engineering and analysis can be found on .the Truss Design Drawings which may be sealed by the Truss Design Engineer. ««« Approved By: Delivery Date: P68M Pdn Name: Employed By MRrsvel Date Roof - Load: 40# psf; 20 TCLL, 10 TCDL, 00 BCLL, 10 BCDL; Our.:.1.25 T.C. Pitch. 8 112 MiTek Engineering MITek 2020 " IY B.C. Pilch . / 12 Building Code FBC 2017 0 0 T.C. Size 2x4 - : ASCE 7-10 z Heel Hgt. 2x4 TPI 1-2014 rn. Bearing :. Block/Frame Truss Design :. Comp. & Cladding UU Cantilever 24" Uplift Calculations MWFRS Overhang Wind Speed / Exposure 170 mph / Exp, C - U O.H. Cut Mean Height s. 15' Spacing 24" O.C. Bldg. Cat. (Factor) II (1.00) Lumber SP Enclosure (Coefficient) :. Enclosed 0.18) Entry :. Exposed to Wind Lanai Exposed to Wind UU 9'4" Brg' Hgt w 10,-0„ Brg. Hgt c=i 9'-4" Int. Brg. Hgt. w _ oc All Bearing Heights Above. Finished Floor rn Simpson LUS24 cQHTU26-2 © HGUS28-2 (2) HGUS210-4 Strong -Tie (DO HTU26 HTU28-2 Q HGUS26-3 HTU28 HGUS26-2 Q HGUS28-3 Q`HHUS46 UJ Q THA422 @ THA426 @ . 'Q . z THAC422 © HHUS48- - QR . '. QT ; Installation shall be per connector manufacturer's guidelines. All connectors and Is downs, other than truss to girder truss connectors, are to be specified and supplied by others, OO R: U: tt Ri U:. (9 R: U:. ® R:.. U: @ R:. U: © R: U: O R: ... U: is R: U: Q R: .. U: ,. © R: Ui ta. R: U:. �R: .. U: O R: U: is R: U: © R: U: LL O% R:. U R: ., U: R: : U: J 0 R: U: is Rt U " . 0 R:... U: tb R:,.. U: @ R: U ® R: . U: Only Points Usted Above have Reaction>5000 or Uplift>1000 Values shown on the sealed Truss Designg Drawings supersede the above. Revised to add front entry trusses. @ — m :.. H 2 NS NA Client : FL DESIGN BUILD INSPECT o z Project: Resendiz Residence z Address: 4413 Pressler Lane LU Fort Pierce, FL. 34945 v County : Saint Lucie County ATTENTION! DANGER TING SINGLE TRUGBE6 WITH 8P 8MORE THAN so"" E WILL C. OAM.GE OR INJURY AK 1ILZ To BCSI-B1 .0 gees wleu rePoeePo� Ta una n. so- to 90'span spreader Bar REQUIRE, REFER TO SCSI -B1 0 Date :. 03/20/2020 Revised 03/24/2020 Scale 1/4" =1'-0" for 2436 D size sheet Drawn By. N. Oglesby Sheet# 1 of 1 Job If 2238115 MATERIAL LIST QTY DESCRIPTION 8 HTU26 170 PIGGYBACK PLATES Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 2238115 - Site Information: Customer Info: FI Design Build Inspect Lot/Block: . Address: 4413 Pressler Lane, . City: Fort Pierce MiTek USA, Inc. 6904 Parke East Blvd. T FL 33610-4115 Project Name: Resendiz Residence Model: Uu�dm Subdivision: Resendiz Residence 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: 170 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 83 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T19778722 A01 3/24/20 15 T19778736 A14 3/24/20 2 T19778723 A01A 3/24/20 16 T19778737 A15 3/24/20 3 T19778724 A02 3/24/20 17 T19778738 A16 3/24/20 4 T19778725 A03 3/24/20 18 T19778739 B01 3/24/20 5 T19778726 A04 3124/20 19 T19778740 B02 3/24/20 6 T19778727 A05 3124/20 20 T19778741 B03 3/24/20 7 T19778728 A06 3/24/20 21 T19778742 B04 3/24/20 8 T19778729 A07 3124/20 22 T19778743 B05 3/24/20 9 T19778730 A08 3/24/20 23 T19778744 B06 3/24120 10 T19778731 A09 3/24/20 24 T19778745 B07 3/24/20 11 T19778732 A10 3/24/20 25 T19778746 B08 3/24/20 12 T19778733 A11 3/24/20 26 T19778747 B09 3/24/20 13 T19778734 Al2 3/24/20 27 T19778748 B10 3/24/20 14 T19778735 A13 3/24/20 28 T19778749 B11 3/24/20 This -item has been electronically signed and sealed by Velez, Joaquin, 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, FL). Truss Design Engineer's Name: Velez, Joaquin 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 ANSl1TPI 1, Chapter 2. No6618:2 p ' STATE. O F O <Cr �N_.� 33610 March 24,2020 Velez, Joaquin 1 of 2 RE: 2238115 - Site Information: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: FI Design Build Inspect Project Name: Resendiz Residence Model: Custom Lot/Block: . Subdivision: Resendiz Residence Address: 4413 Pressler Lane, . City: Fort Pierce State: FL No. Seal# Truss Name Date 29 T19778750 B12 3/24/20 30 T19778751 B13 3/24/20 31 T19778752 B14 3/24/20 32 T19778753 B15 3/24/20 33 T19778754 B16 3/24/20 34 T19778755 B17 3/24/20 35 T19778756 B18 3/24/20 36 T19778757 B19 3/24/20 37 T19778758 CA 3/24/20 38 T19778759 CAE E 3/24/20 39 T19778760 CJ3 3/24/20 40 T19778761 ME 3/24/20 41 T19778762 CJ5 3/24/20 42 T19778763 CJ5E 3/24/20 43 T19778764 CJ5T 3/24/20 44 T19778765 D01 3/24/20 45 T19778766 D02 3/24/20 46 T19778767 D03 3/24/20 47 T19778768 D04 3/24/20 48 T19778769 D05 3/24/20 49 T19778770 E01 3/24/20 50 T19778771 E02 3/24/20 51 T19778772 E03 3/24/20 52 T19778773 E04 3/24/20 53 T19778774 E05 3/24/20 54 T19778775 EJ5 3/24/20 55 T19778776 EJ5E 3/24/20 56 T19778777 EJ5T 3/24/20 -57 T19778778 HJ5 3/24/20 58 T19778779 HJ5E 3/24/20 59: T19778790 HJ5T 3/24/20 60- T19778781 1V1G-1 3/24/20 61 T19778782 PB1 3/24/20 62 T19778783 PB2 3/24/20 63 T19778784 PB3_ 3/24/20 64 T19778785 PB4 3/24/20 65 T19778786 PB5 3/24/20 66 T1977&787 PB6- 3/24/20 67 T19778788 PB7 3/24/20- 68 T19778789. -PB8 3/24/20 69 T19778790 .PB9 3/24/20 70 T19778791 PB10 3/24/20 71 T19778792 PB11 3/24/20 72 T1-9778793 PB12 3/24/20 73 T19778794 PB13 3/24/20 74 T19778795 PB14 3/24/20 75 T19778796 WE 3/24/20 76 T19778797 V2E 3/24/20 77 T19778798 V3E 3/24/20 78 T19778799 WE 3/24/20 79 T19778800 V5E 3/24/20 80 T19778801 VM3 3/24/20 81 T19778802 VM5 3/24/20 82 T19778803 VM7 3/24/20 83 T19778804 VM9 3/24/20 2 of 2 Job Truss Truss Type Qty Ply T19778722 2238115 A01 PIGGYBACK BASE 4 1 Job Reference (optional) Builders First Source, Plant City, FL, 33563 8240 a Feb 7 2020 MTek Industries, Inc. Tue Mar 2413:22:04 2020 Page 1 ID: nMYxFCYdHx2DaDkcr6J BR9z7-Ero-il DzofXl m6L33KDnM RyZQr16L9 WejwpOSHAswV4z)gl1 r 2-0-D22-2-0 i 29A-0 i _36M 42-0-0 44-0-D 2M- 6-0-0 6-&-0 7 0 7-2-0 6-8-0 6-0-0 2 0 TOP CHORD UNDER PIGGYBACKS TO BE LATERALLY BRACED BY PURLINS AT 2-0-0 O.C. MAXIMUM. TYPICAL FOR ALL APPLICABLE TRUSS DESIGNS 6x8 G IN THIS JOB. 5 2x4 11 ,An zt 6 q9 ql% 6x8 Ad 21 20 36 19 18 it 31 16 36 15 14 39 13 12 ST1.5x8 STP = ST1.5x8 STP = 3x4 = 6x8 = 3x8 = 3x4 = 6x8 = Scale = 1:80.6 ST1.5x8 STP = i 2-602�Fp e-4-0 t5-0-0 22-2-0 44-4-0 29A-0 a2.4r0 2-0-0 fi-0-0 68-0 7-2-0 7-2-0 68-0 60-0 2-0-0 Plate Offsets (X Y)- f1:0-3-9,0-1-81 f5:0-48 0-1-121, f7:0-4-8,D-1-12L fl l:0-3-9,0-1-81 f13:0-3-t3 D-3-01 f20:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.10 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.18 15-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(CT) 0.03 12 n/a nla BCDL 10.0 Code FBC2017rTP12014 Matrix-MSH Weight: 283 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except [PS] BOT CHORD 2x4 SP No.2 2-D-0 oc puffins (4-7-14 max.): 5-7. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 5-18, 5-16, 6-16, 8-15 REACTIONS. (lb/size) 21=333/0-8-0, 20=1697/0-6-0, 12=1517/0-8-0 Max Horz 21=526(LC 10) Max Uplift21=456(LC 12), 20=1215(LC 12), 12=937(LC 12) Max Grav 21 =363(LC 21), 20=1877(LC 17), 12=1625(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-39/315, 4-29=1116/847, 5-29=11121878, 5-30=1410/1176, 30-31=1410/1176, 6-31=1410/1176, 6-32=1410/1176, 32-33=1410/1176, 7-33=1410/1176, 7-34=-1612/1180, 8-34=1616/1149, 8-9=1677/1084, 9-35=1708/1068, 10-35=1.737/1066 BOT CHORD 20-21=-594/474, 20-36=-406/288, 19-36=-406/288, 18-19=-406/288, 17-18=1841916, 17=3T=-1 84/916,16-37=184/916, 16-38=-380/1152, 15-38=380/1152, 14-15=661/1291, 14-39=661/1291, 13-39=-661/1291 WEBS 2-21=366/294, 2-20=235/260, 4-20=1799/1273, 4-18=499/1112, 5-18=485/429, 5-16=-558/848, 6-16= 497/584, 7-15=151/508, 8-15=574/367, 8-13=2011307, 10-13=-846/1305, 10-12=-1704/1261 NOTES- 1) Unbalanced roof live loads have been considered for -this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=44ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-5-3, Interior(1) 4-5-3 to 15-0-0, Exterior(2) 15-0-0 to 21-3-4, Interior(1) 21-3-4 to 29-4-0, Exterior(2) 29-4-0 to 35-7-4, Interior(1) 35-7-4 to 44-4-0 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tabby 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 466 lb uplift at joint 21, 1215 lb uplift at joint 20 and 937 lb uplift at joint 12. 8) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin:Velez PE'Plb:68182 MiTeksUSA, hc:'FL CeR 8634 6604'Parke EestrBlgd.;Tampa FL;33610" Dafes March 24,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778723 2238115 A01A Piggyback Base 1 1 Job Reference (optional) Builders Firsttiource (Plant (:rty, FL), Plant Glty, FL - 33bB/, 8.240 s Mar 9 202U Mi I eK Industries, Inc. Tue Mar 24 10:50:13 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-ReiXtsf?cF4_BVmBROShl7MYj?IiBJmz1 GOpa?zX158 30-5-0 2-0-0 B-0-O 15-0-0 22-2-1 2&5-0 2 3Cr0-0 42-0 0 44-0 0 2-4-0 6-0-0 6$-0 7-2-0 63-0 0-11 S7-0 6-0-0 24-0 1-1-0 Scale = 1:85.1 6x8 2x4 11 3x4 = 5x6 = 2x4 1 5 33 34 6 35 35 7 8 9 37 24 23 se 22 21 4U 20 19 16 15 14 ST1.5x8 STP = ST1.5x8 STP = 3x4 = 4x8 = 2x4 11 2x4 I I 4x8 = ST7-5x8 STP = 2x4 11 6x8 = 2-" 444-0 2-0-0 84-0 160-0 22-2-0 28-5-0 30-5-0 36-0-0 42-0-0 42 240-0 6-M 6A-0 7-2-0 630 2. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.11 9-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.17 20-21 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.05 14 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-MSH Weight: 333 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) 24=0-8-0, 23=0-8-0, 14=0-8-0 Max Horz 24=526(LC 10) Max Uplift 24=446(LC 12), 23=1227(LC 12), 14=935(LC 12) Max Grav 24=334(LC 21), 23=1836(LC 17), 14=151O(LC 1) FORCES. (lb) - Max-.Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=74/349, 4-5=1D99/871, 5-6=-1394/1165, 6-7=1555/1215, 7-8=1555/1213, 8-9=-2029/1555, 9-10=1833/11298, 10-12=-1717/1071 BOT CHORD 23-24=594/474, 21-23=-424/300, 20-21=181/858, 9-17=-471/465, 17-18=421/1158, 7-18=241 /380 WEBS 2-24=337/283, 2-23=-268/269, 4-23=1825/1284, 4-21=50971069, 5-21=505/436,- 5-20=552/750, 6-20=-671/620, 18-20=423/1123, 10-15=-468/444, 12-15=793/1200, 12-14=1-707/1268, 15-17=638/1142_6-18=77/276, 8-18=-370/431, 8-17=6631951 Structural wood sheathing directly applied or 3-6-2 oc pudins. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at micipt 9-17, 7-18 1 Row at midpt 4-23, 5-21, 5-20, 6-20 NOTES- 1) Unbalanced roofiive loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=la2mph; TCDL-=4.2psf; )3CDL=6.Opsf; h=25ft; B=45ft; L=44ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS-(directional) and C-C Exterior(2) 0-0-0-to 4-5-3, Interior(1) 4-5-3 to 15.0-0, Exterior(2) 15-0-0 to 21-3-4, Interior(1) 21-3-4 to 29-4-0, Exterior(2)-29-4-0 to 35-7-4, Interior(1) 35-7-4 to 44-4-Dzone;-antilever.left and right exposed porch left exposed;C-C for members and forces & MWFRS for reactions shown;.Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconc urrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where -a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by -others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=446, 23=1227, 14=935. WARNING - Verify design parameters and READ NOTES ON MS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 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 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 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA 22314. This item has been electronically signed and sealed by Velez, Joaquin, 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. ,Joaquin Velez PE 146.68182 IT&USA Inc. FGCertfi634 6904�rParkerEast Blvd. Tampa FL.33610 ,Date: March 24,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778724 2238115 A02 PIGGYBACK BASE 1 1 Job Reference (optional) eunaers rust source, viam city, rL, 33su3 8240 a Feb 7 2020 MTek Industries, Inc. Tue Mar 24 13:23:18 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-X_hyKyRjLrgZxit0h_HvQOB_QLu7FGC 11hnr4nzXbt 2-4 8-4-0 15-0-0 22-2-0 29-" 36-0-0 42-U 42 2 4-0 6-0-0 6 8-0 7-2-0 7-2-0 64-0 6-0-0 6x8 ; 2x4 11 6x8 -�- Scale = 1:81.3 6 d J 9 10 I 19 18 s1 1r 16 32 15 33 14 13 as 12 11 ST1.5x8 STP = ST1.5x8 STP = 3x4 = 3x8 = 3x4 = 44 = ST1.5x8 STP = 2x4 I I 6x8 = i 2-0-02K1�0 8-4-0 15-0-0 22-2-0 29-0-0 3s-0-0 42-1-0 42r4r0 ' 2-0-0Oh-b 6-0-0 ' 6b9 ' 7-2-0s-B-0 Plate Offsets (X,Y)- fl:0-3-9,0-1-81,f5:0-4-8,0-1-121 f7:0-4-8,0-1-121 118:0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.10 13-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.18 13-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(CT) 0.03 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 277 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals, and[PS] BOT CHORD 2x4 SP No.2 2-0-0 oc puriins (4-7-14 max.): 5-7. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 5-16, 5-15, 6-15, 8-13 REACTIONS. (lb/size) 19=334/0-8-0, 18=1702/0-8-0, 11=1344/0-8-0 Max Horz 19=-495(LC 10) Max Uplift 19= 434(LC 12), 18=1243(LC 12), 11=847(1-C 12) Max Grav 19=364(LC 21), 18=1872(LC 17), 11=1510(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-49/307, 4-24=1107/840, 5-24=1065/868, 5-25=141011174, 25-26=1410/1174, 6-26=1410/1174, 6-27=1410/1174, 27-28=1410/1174, 7-28=1410/1174, 7-29=1582/1204, 8-29=1624/1175, 8-30=1703/1136, 9-30=1763/1120, 9-11 =1 52911031 BOTCHORD 18-19=551/444, 18-31=374/239, 17-31=374/239, 16-17=-374/239, 16-32=228/900, 15-32=228/900, 15-33=-486/1141, 14-33=-486/1141, 13--1-4=-486/1141, 13-34=789/1339, 12-34=789/1339 WEBS- 2-19=3-43/270, 2-18=267/267, 4-18=18a1/1298, 4-16=521/1120, 5-16=468/444, 5.15=569/854, 6-15=-492/581, 7-13=1707522; 8-13=598/397, 8-12=-184/275, -9-TZ 724/1261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu@=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-2-13, Interior(1) 4-2-13 to 15-0-0, Exterior(2) 15-0-0 to This item has been 20-11-13,antedor(1) 20-1.1-13 to 29-4-0, Exterior(2) 29-4-0 to 35-3-13, Interior(1) 35-3-13 to 42-4-0 zone; cantilever left exposed ; porch electronically signed and left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 sealed b Velez, Joaquin, PE y oa q 3) Provide adequate drainage to prevent water ponding. 4) All plates -are 3x6 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 document are not considered fit between the bottom chord and any other members, with BCDL = 10.Opsf. Signed and Sealed and the 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift at joint 19, 1243 Ib uplift at joint be 18 and 847 lb uplift at joint 11. Signature must Verified 8) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. On any electronic Copies. ;Jgaquia:Velei,PE'N6.68762 LOADCASE(S) Standard Ml 46SA Inc.FLCert8634. , 6904 P.arke,East Sivd:?arnpa FL:83610' 'Date: March 24,2020 AWARNING - verify design parameters and READ NOTES ON TIOS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall WOW building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVBiTek� 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, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778725 2238115 A03 Piggyback Base 1 1 Job Reference (optional) Builders FirstScuree (Plant Glty, FL), Plant Glty, FL - JJbb/, a.tvu s wrar a tutu rvu r eK rnauscnes, nrc. i ue rwai — ru.uu. io tutu rye i ID: nMYxFCYdHw2 DaD kcr6J B R9zZE ro-rDOfV uhtuASZ2zV 168?Owm_3sC IrOfvPjEcTAKzX155 22 0 8-4-0 160-0 64-0 22-2-0 29-4-0 36 :0 42-3-4 2-4-0 60.0 660 -4-0 610.0 7-2-0 660 6-3-0 5x6 = 3x4 = 2x4 II 6x8 �� 5 6 25 26 7 27 28 8 ST1.5x8 STP = 4x8 = ST1.5x8 STP = 4x8 = 3x6 = 2x4 11 3x6 = 6x8 = 3x6 = 3x4 = Scale = 1:81.5 I�. 4x4 = ST1.5XB STP = 3x6 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.25 16-18 >661 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.21 16-18 >790 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.02 11 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-MSH Weight: 295 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 5-16, 6-15, 7-15, 8-15, 9-13, 6-16 REACTIONS. (size) 19=0-8-0, 16=0-8-0, 11=0-74 Max Horz 19=-489(LC 10) Max Uplift 19=-766(LC 12), 16=1569(LC 12), 11=552(LC 12) Max Grav 19=636(LC 21), 16=1942(LC 2), 11=1116(LC 18) FORCES. (lb) -Max. Comp.; Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=381/583, 4-5=749/996, 6-7=605/518, 7-8=605/518, 8-9=10151715, 9-10=112661719, 10-11=-11031673 BOT CHORD 18-19=-524/474, 16-16=-424/4130; 15-16=537/536, 13-15=-86/642, 12 13=457/957 WEBS 2-19=668/788, 2-18=337/283, 4-18=8421711, 5-18=-135811014. 5-16=-865/959, 6-15=-797/1193, 7-15=-4461545, 8-15=600/389, 8-13=240/602, 9-13=-722/485, 10-12=-406/891, 6-16=1208/947 NOTES- 1) Unbalanced roof live loads -have been considemd for this design. 2) Wind: ASCE 7-1D;_Vult=170mph (3-second gust) Vasd=132mph; TCDL=47.2psf; 3CDL=6.0psf; h=25ft; B=45ft; L=42ft; eave=5ft'. Cat. II; Exp C; Encl., GCpi=0-18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 4-2-12, Interior(1) 4-2-12 to 15-0-0, Exterior(2)-15-0-0 to 20-11-12, Intedor(1) 20-11-12 to 29-4-0, Exterior(2) 29-4-0 to 35-3-12, Interior(1) 35-3-1210 42-1-8 zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60-plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This item has been 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 rectangle3-6.0 tall by 2-0-0 wide -electronically signed and will fit between the bottom chord and any other members, with BCDL = 1D-Opsf. Sealed by Velez, Joaquin, PE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) using a Digital Signature. 19=766, 16=1569, 11=552. Printed copies'of this document are not considered signed and sealed and the signature must be verified on any.. electronic copies. ,Joaquin Velez PE'No.68182 mrrekiUSA Inc FL Cert 8634....., 6e6 Parke East,Btvd:TampaFL.338„1,_0;, Dates, March 24,2020 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use onlywith Mi rek® connectors. This design is based only upon parametersshown, and is for an individual building component, not �s a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /� i 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 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 ype Qty PlyT19778726 FPggyb,,k 2238115 A04 Base 3 1 Job Reference (optional) Builders Firstbource (Plant Gay, FL), Plant Gity, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:50:17 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-JPy1 iEiVfUaQf64ygsWdTzXDEc6x78pYyuMljmzX154 2.4-0 8-0-0 15-0.0 22-2-0 29-4-0 32-11-8 36-0.0 42-3.4 2-4-0 5-10.0 7-2-0 3-7-8 3-0.8 63-4 5x6 = 4X6 = 2x4 II 5x8 = e 5 6 33 34 7 35 36 8 g I4I6 Scale = 1:90.0 <.+ ur — 4X8 = 3X4 = 15 -14 13 lL ST1.5x8 STP —_ 4x8 = ST1.5x8 STP = 2x4 11 4x8 = ST1.5x8 STP = 3X4 = 2x4 II 6x8 =2x4 II 24-0 18-8-0 364)-0 2-0-0 84-0 16-0-0 18-0-8 22-2-0 29d-0 32-8-0 32- -8 42-34 2-0.0 6D0 8-0-0 2-0-8 3&-0 7 . 34-0 3-0-8 63-0 04-0 0-3-8 Plate Offsets (X,Y)— [1:0-3-9,0-1-8], [5:D-3-12,0-2-0] [8:0-5-12,0-2-0], [11:Edge,0-1-12] [16:0-6-0 0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.27 22-24 >621 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.22 22-24 >755 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.03 12 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-MSH Weight: 315 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-20 5-2-0 oc bracing: 20-22 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 5-24, 5-22, 7-18, 8-18, 6-18 REACTIONS. (size) 12=0-7-4, 25=0-8-0, 22=0-8-0 Max Harz 25=-489(LC 10) Max Uplift-12=731(LC 12), 25=1105(LC 12), 22=1016(LC 12) Max Grav 12=1128(LC 18), 25=720(LC 21), 22=1941(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=673/1.165, 4-5=MM/1566, 5-6=386/742, 6-7=900/1039, 7-8=-900/1039, 8-9=1at011171, 9-1Q=1632/13111, 10-11=-1420/1-025,_11-12=1235/910 BOT CHORD 24-25=528/470, 22-24=278/38, 17-18=-428/728, 16-17=681/960, 9-16=335/604, 20-22=-12451724,6-20=1122r735 WEBS 2-25=91511235, 2-24=-8201389, 4-24=8411711, 5=24=1213/951, 5-22=-727/511, 8-17=3311735, 9-17=7571498, 13-16=683/1043, 10-13=532/512, 11-13�618/886, 7-18=-445/551, 8-18=-4811778,-6-18=57611132 NOTES- 1) Unbalanced roof -live loads have been considered far. -this desigirr- 2)--WincLASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C-EQerior(2) 0-041-to 4-2-12, Interior(1) 4-2-12-to 15-0-0, Exterior(2) 15-0-0 This item has been to 20-11-12, Interior(1) 20A 1-12 to 29-4-0, Exterior(2) 29-4-0 to 35-3-12, Interior(i) 35-3-12 to 42-1-8 zone; cantilever left exposed ; electronically signed and porch left exposed;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 sealed by Velez, Joaquin, PE 3) Provide adequate drainage to prevent water ponding. using a Digital Signature. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) This truss has been designed fora 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 document are not considered will fit between the bottom chord and any other members, with BCDL=10.opsf. signed and sealed and the 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (it=lb) signature must be verified 12=731, 25=1105, 22=1016. on any -electron ic copies. ,Joaquih<Ve)ez PE'No.88182 MiTek iJSA Inc FL Cett-6634 , 5904ParkeEast:Blyd�7ampa FL.33610' Date - March 24,2020 AWARNING - 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 M7ek® 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 p� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYi�'r 1� ' 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 ANSYTP11 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 T19778727 2238115 A05 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:50:19 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-Go3o7vjmB5g8vQEKoFIY5YOc7lQnRb2J rPCr7nf2X152 2-4-0 N.I. -4-0 15-0-0 -4- 22-2-0 29-4-0 32-11.8 36-0-0 42-0.0 24-0 60.0 6-8-0 4-0 5-10.0 7-2-0 3-7-8 30.6 6-0.0 5x6 = 4x6 = 2x4 II 5x8 = __ 5 633 34 7 35 36 8 Scale = 1:89.7 11 — — 4X0 — sxv — 15 ,Y - - ST1.5x8 STP —_ 4x8 = ST1.5xe STP = 2x4 11 3x8 = ST1.5x8 STP = 3x4 = 2x4 II 6x8 =2x4 II 24-0 10-8-0 36-M 2-0-0 84-0 16-0-0 18-0$ 22-2-0 29h-0 32A-0 32- -8 42-0-0 2-0-0 6-04 8-0-0 2-0-8 3G-0 7-2-0 3-0-0 3-0-8 0-0-0 ()-m Plate Offsets (X,Y)- [1:0-3-9,0-1-81, [5:0-3-12,0-2-01, [8:0-5-12,D-2-01. [11:Edge,O 1-121, [16:0-6-0,0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.27 22-24 >625 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.22 22-24 >759 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.03 12 n/a n/a BCDL 10.0 Code FBC20171TP120114 Matrix-MSH Weight: 314 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-20 5-2-0 oc bracing: 20-22 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 5-24, 5 22, 6-18, 7-18, 8-18 REACTIONS. (size) 12=0-4-0, 25=0-8-0, 22=0-8-0 Max Harz 25=484(LC 10) Max Uplift 12=-724(LC 12), 25=1101(LC 12), 22=1015(LC 12) Max Grav 12=1116(LC 18), 25=723(LC 21), 22=1925(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-669/1160, 4-5=1060/1560, 5-6=383/737, 6-7=-890/1029; 7-8=-890/1029, 8-9=-1286/1152, 9-1 0=1 581/1266, 10-11=-1350/977, 11-12=1222/900 BOT CHORD 24-25=-522/465, 22-24=272/42, 17-18=-425/717, 16-17=668/935, 9-16=300/552, 20-22=12301715, 6-20=11081726 WEBS 2-25=912/1230, 2-24=-815/392, 4-24=8421710, 5-24=1213/951, 5-22=722/514, 6-18=-567/1117, 7-18=-445/551, 8-18=463/70, 8-17=314/710, 9=7=-726/478, 13-16=663/994, 10-13=534/506, 11-13=609/878 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-2-6, Interior(1) 4-2-6 to 1S0-0, Exterior(2) 15-0-0 to This item has been 20-11-4, Interior(1) 20-11-4 to 29-4-0, Exterior(2) 29-4-0 to 35-3-4, Interior(1) 35-3-4 to 41-10-4 zone; cantilever left exposed ; porch electronically signed and left exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 sealed by Velez, Joaquin, PE 3) Provide adequate drainage to prevent water ponding. using a Digital Signature. 4) All plates are 3x6 MT20 unless otherwise indicated. Printed Copies Of this 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 document are not considered will fit between the bottom chord and any other members, with BCDL = IO.Opsf. signed and sealed and the 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) signature must be verified 12=724,25=1101,22=1015. on any electronic copies. .Joaquiri:Velaz PENo;68162' MiTek U SA "Inc. FG:Cert'6634 6904. Parke lad B1 cI.,Tampa F(33610` Date: March 24,2020 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with M7ek6 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VAiTek• 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 ANSUTF11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safefylnformafion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19776728 2238115 A06 Piggyback Base 1 1 Job Reference (optional) Builders Flrs[SOurce (I'lanl Grty, FL), Nlant tarty, FL - 33bbi, 6.24D S mar v zuzu mi i eK inaustnes, Inc. I ue mar z4 i U:DU:zI zuzu rage 1 ID: nMYxFCYdHw2DaDkcr6JBR9zZEro-CABYYbI0jj4sBkNjvhbZdpiw6DT73yy8sWKEsXzX150 29-8-0 2-0-0 8-0-0 i 15-0-0 16-0-0i 22-2-0 26-8-0 27,0r0 32-11-8 1= 4241-0 2-0-0 6-0-0 6b-0 4-0 5-10-0 4-0-0 2-8-0 3-3-0 3-0-8 5x8 = 5x6 = 2x4 I1 5x8 = 5x6 = 5 634 35 7 36 837 9 38 Scale = 1:90.7 26 25 41 24 4223 22 43 204x8 — 44 45 46 15 14 13 1'- 3x4 ST1.5x8 STP —_ 4x8 = ST1.5x8 STP = 2x4 11 3x8 = 3x4 = 2x4 II 6x8 = 2x4 II 24-0 18-8-0 36-0-0 2-0-0 i 84-0 16-0-0 I != i i 22-2 O I 26A-0 27 32-8-0 32- -8 42-0-0 f 2 6-0-0 8-0-0 2-0-8 3E-0 4E-0 SA-0 8 3-0-8 6-0-0 0-0-0 0.3A Plate Offsets (X Y)— [1:0-3-9 D-1-8], [5:0-4-0 0-1-9] [8:0-2-12 0-2-12], [9:0-3-12,0-z-0], [12:Edge 0-1-12], [17:0-4-8,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.26 23-25 >637 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) 0.22 23-25 >775 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.03 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 337 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, 5-8: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-15: 2x4 SP No.3 1 Row at midpt 6-21 WEBS 2x4 SP No.3 5-1-0 oc bracing: 21-23 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 6-19, 9-18, 5-25, 5-23, 7-19, 8-19 REACTIONS. (size) 13=Mechanical, 26=D-8-0, 23=0-8-0 Max Horz 26=-477(LC 10) Max JUpTrft 13=-726(LC 12), 26=1105(LC 12), 23=1008(LC 12) Max Grav 13=1140(LC 18), 26=728(LC 21), 23=1965(LC 17) FORCES. -(Ib)—Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 24=666/1156, 4-5=1049F1532, 5-6=387/745, 6-7=-873/1002, 7-8=873/998, -&9=-1097/1071, 9-1 0=1 68611376, 10-11=-1547/1234, 11-12=1344/972, 12-13=1218/896 BOT CHORD 25-26=-516/46D,.23-25=-266/42, 1.8-19=-457/730, 17-18=-439/725, 10-17=296/282, 21-23=1253/742, 6-21=1119/759- WEBS 2-28=-911/1228, 2-25=-805/389, 4-25=829/663, 6-19= 498/1111, 9-17=-510/891, 14-17-608/996, 11-14=476/446, 1-2-14=-591/875, 5-25=11601937, 5-23=711/395, B-18=01330, 7-19=336/374, 8-19=578/160 NOTES- 1) Unbalanced roof live loads have been considered for this design. This item has been 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45M L=421t; eave=5ft; .Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-2-6, Interior(1) 4-2- 6 to 15-0-0, Exterior(2) 15-0-0 to electronically signed and 19-2-6, Interior(1) 19-2-6to 29-8-0, Exterior(2)29-8-0 to 33-10-6, Interior(1) 33-10-6 to 41-10-4 zone; cantilever left exposed ; porch sealed by Velez, Joaquin, PE left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 using a Digital Signature. 3) Provide adequate drainage to prevent water ponding. Printed Copies Of this 4) All plates are 3x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not Considered 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 Signed and Sealed and the will fit between the bottom chord and any other members, with BCDL = 10.Opsf. signature must be verified 7) Refer to girder(s) for truss to truss connections. on any, electronic copies. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Joaquimvelez ?E 96.68182 13=726,26=1105,23=1008. MITek't1SA Inc FL`Gert8634', . 69D4 Parke East $]Xd„Tampa F433610': Date:; March 24,2020 ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �y a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall R q e' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i V'OTeK• is always required for stability and to prevent collapse with possible personal Injury and property damage. Fot general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 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, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778729 2238115 A07 Piggyback Base 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 3356/, 6.241.1 8 mar 9 Zu2u MI I eK Industries, Inc. I ue mar z4 lU:6u:z3 zu2u rage 1 ID:nMYxFCYdHw2DaDkcr6JBR97ZEro-BZJJzHnGFKLaN1X616d1 iEnGD19cXrVRKgpLwQzX15_ 2-4-0 8-4-0 16-0.0 6-4- 22-2-0 26-8-0 2&0-0 32-11-11 38-0.0 42-0.0 2-4-0 6.040 6-f o -4-0 5-10.0 4-10 2-0-0 3-11-8 3-0.8 6-0.0 5x6 = 4x5 = 2x4 II 5x8 = r.— 5 634 35 7 36 37 8 _ 2.4 11 3.4 = C 26 25 40 24 4123 22 42 19 43 44 45 16 15 14 46 13 3x6 = 3x4 = ST1.5x8 STP —_ 4x8 = ST1.5x8 STP = 48 —_ 2x4 11 3x8 = 3x6 I I 3x6 =3x4 = 2x4 11 3x6 =3x6 II 6x8 =2x4 II 2A-0 18-M 36-M i 211 -H 8-0-0 16-0-0 1818 2-2 2-0 3 26-8-0 29-0-0 32-8-0 2-11-8 i 42-0.0 20-0 6-0-0 2-0-8 3b0 4E-0 2-0-0 3A-0 3-0-8 Scale = 1:91.0 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.83 BC 0.56 WB 0.93 Matrix-MSH DEFL. in (loc) I/defl Ud Vert(LL) 0.25 23-25 >660 240 Vert(CT) -0.21 23-25 >797 180 Horz(CT) 0.02 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 347 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 10-17, 6-21 5-0-0 oc bracing: 21-23 6-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 12-13, 9-17, 11-14, 12-14, 5-25, 5-23, 8-20 , 7-20, 6-20 REACTIONS. (size) 13=Mechanical, 26=0-8-0, 23=0-8-0 Max Horz 26=594(LC 12) Max Uplift 13=657(LC 12), 26=804(LC 12), 23=1378(LC 12) Max Grav 13=1028(LC 24), 26=704(LC 21), 23=1967(LC 17) -FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-471/746, 4-5=680/1129, 5-6=0/299, 6-7=470/617, 7-8=-470/617, 8-9=-827/779, 9-10=-765/640, 10-11=-757/633, 11-12=-545/458, 12-13=931/868 BOT CHORD 25-26=-547/531, 23-25=-272/5, 18-20=599/675, 17-18=740/823, 21-23=1286/791, 6-21=1149/811 WEBS 2-26=621/915,2-25=-4531362, 4-25=844/679, 8--18=400/754, 9-16=548/488, 14-17=-404/619, 11-17=496/589, 1144=851/870, 12-14=-797/947, 5-25=128411046, 5-23=906/766, 8-20=567/210, 7-20=341/418, 6-20=-628/1103 NOTES- 1) Unbalanced roof live loads have been -considered for this design. This Item has been 2) Wind: ASCE 7-10; VulIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-2-6, Interior(1) 4-2-6 to 15-0-0, Exterior(2)15-0-0 to electronically signed and 19-2-6, Interior(1) 19-2-6 to 26-8-0, Exterior(2) 26-8-0 to 29-0-0, Interior(1) 29-0-0 to 41-10-4 zone; cantilever left exposed ; porch left sealed by Velez, Joaquin; PE exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 using a Digital -Signature. 3) Provide adequate drainage to prevent water ponding. Printed Copies Of this 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered will fit between the bottom chord and any other members, with BCDL=10.Opsf. Signed and Sealed and the 6) Refer to girder(s) for truss to truss connections. Signature must be Verified 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) OR an electronic, copies. 13=657, 26=804, 23=1378. .Joaquin Velez 015 N06.68182 MiTWUSA Iric.FLCert6834:_ , 664 Parke East 131gil. Tampa.FC;33610 ". 'Date; March 24,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 114II.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 '��` 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, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778730 2238115 A08 Piggyback Base 1 1 Job Reference (optional) o.— s mai a zuzu rvn i eK muusnes, inc. i ue mar t,t -w:ou:zq zuzu rage i I D: nMYxFCYd Hw2DaD kcr6JBR9zZEro-clthAdnuOeTR?B61agBG FS KRq RVkGHwaZUYuRszXl4z 4-0-0 I-22-2-2B-0 0.00 312--1111-8Bi 36-0.0 i 420.1240 8-5 240 6-0.0 6-80 1510.0 4-60 5x6 = 4x6 = 2x4 11 5x8 = o 5 634 35 7 36 37 8 0 0 V n I Scale = 1:91.0 26 25 39 24 4023 22 41 19 42 — 43 44 — — 14 45 13 3x4 — 3x6 = jr,15 ST1.5x8 STP — 4x8 = ST1.5x8 STP = — 4x8 2x4 11 3x10 = 3x6 11 3x6 = 3x4 = 2x4 11 3x6 =3x6 II 6x8 =2x4 11 24-0 18-8-0 36-0-0 2-M 11 84-0 164-0 18-48 22-2-0 26-8-0 32-8-0 32- -8 42-0-0 2-" 6-0-0 .11 2-0-8 3 6-0 0-0-0 0-3-8 Plate Offsets (X,Y)— 11:0-3-9,0-1-81,[5:0-3-12,0-2-01,[8:0-6-4 0-2-41,[17:0-54,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.26 23-25 >644 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.21 23-25 >793 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.02 13 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH Weight: 335 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-7 oc purlins, BOT CHORD 2x4 SP No.2 `Except` except end verticals. 10-15: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 6-21 5-0-0 oc bracing: 21-23 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 12-13, 12-14, 5-25, 5-23, 7-20, B-20, 6-20 REACTIONS. (size) 13=Mechanical, 26=0-8-0, 23=0-8-0 Max Horz 26=50 i (LC 12) Max Uplift 13=-656(LC 12), 26=854(LC 12), 23=1329(LC 12) Max Grav 13=1018(LC 18), 26=700(LC 21), 23=1953(LC 17) FORCES. (lb) -Max, Comp./Max. Ten. -All forces250 (lb) or less -except Wien shown. TOP CHORD 24=-466/823, 4.5=735/1206, 5-6=39/381, 6-7=552/700, 7-8=552/700, 8-9=-838/824, 9-10=-908/754, 10-11=901/750, 11-12=-640/537, 1-2-13=927/859 BOT CHORD 25-26=-455/439, 23-25=251/1, 18-20=570/653, 17-18=862/971, 21-23=1297/803, 6-21=1160/822 WEBS 2-26=664/974, 2-25=515/359, 4-25=843/679, 8-18=361/693, 9-18=622/5-22, 14-17=-492/711, 11-17=523/616, 11-14.=-883/891, 12-14= 836/996, 5-25=1269/1034, 5-23=-861/714, 9-17=260/335r7-20=340/407, 8-20=-580/235, &20=617/1110 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=170mph {3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. This item II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) D-0-0 to 4-2-6, Interior(1) 4-2-6 to 15-0-0, Exterior(2) 15-0-0 to has been 19-2-6, Interior(1) 19-2-6 to 26-8-0, Extedor(2) 26-8-0 to 31-0-0, Interior(1) 31-0-0 to 41-10-4 zone; cantilever left exposed ; porch left electronically signed and exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip-DOL=1.60 sealed by Velez, Joaquin, PE 3) Provide adequate drainage to prevent water ponding. using a Digital Signature. 4) This truss has been designed for a 10.0 psf bottom chord -live load nonconcurrent with any other live loads. Printed this 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 copies of will fit between the bottom chord and any other members, with BCDL = 10.Opsf. document are not considered 6) Refer to girder(s) for truss to truss connections. signed and Sealed and the 7) 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 13=656, 26=854, 23=1329. on. any electronic copies. .Joaquin Velez PE No:681B2 M[Tek-USA, Inc FL` Cert 8634'.., 69D4'parke East AIyd.Tampa FL„ 33910: !'Date: March 24,2020 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 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 t�e• 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 ANSLTP11 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 T19778731 2238115 A09 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:50:26 2020 Page 1 ID:nMYxFCYdHw2DaDkc16JB R9zZEro-Z8_RbJp9YFjBEVGgiFBkKtPm9E5kkANtOo1?WIzXl4x 2-4-0 8-4-0 15-0-0 16-0- 22-2-0 268.0 33-0.0 36-0-0 42-0.0 z-4-0 6-0.0 6-&0 -4-0 5-10.0 4-6.0 6-4-0 3-0.0 6-0.0 5x6 = 4x6 = 2x4 II 5x8 = e Fo_� 5 633 34 7 35 36 8 V IL I9 3X6 = _. 1s ST1.5x8 STP —_ 4x8 = ST1.5x8 STP = 4x8 —_ 2x4 11 3x10 = 3x6 I I 3x6 = 3x4 = 2x4 I I 3x6 =3x6 II 6x8 =2x4 II 24-0 18-8-0 i 2-0-0 84-0 16-0-0 ii&48 22-2-0 26&0 32-&0 3 36-0-0 42: 2-0-0 6-0-0 8-0-0 2-0-8-8 36-0 46-0 6-0-0 -0 3-0-0 6-0.0 Scale = 1:91.0 Plate Offsets (X Y)— [1:0-3-9 0-1-8] [5:0-3-12 0-2-0] [8:0-5-12 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.27 22-24 >630 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.22 22-24 >777 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.03 12 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-MSH Weight: 325 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins, 8-9: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied or 5-10-13 oc bracing. Except: 9-14,6-22: 2x4 SP No.3 1 Row at midpt 6-20 WEBS 2x4 SP No.3 4-6-0 oc bracing: 20-22 10-0-0 oc bracing:14-16 WEBS 1 Row at midpt 11-13, 5-24, 5-22, 7-19, 8-19, 6-19 REACTIONS. (size) 12=Mechanical, 25=0-8-0, 22=0-8-0 Max Horz 25=407(LC 12) Max Uplift 12=661(LC 12), 25=908(LC 12), 22=1269(LC 12) .Max Grav 12=979(LC 22), 25=699(LC 21). 22=191 O(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) -or -less except when shown. TOP CHORD 2-4=-465/894, 4-5=795/1277, 5-6=102/456,-6-7-634/765, 7-8=634/765, -8-9=912/837, 9-0#-12121969, 10-11=788/653, 11-12=925/855 BOT CHORD 24-25=-411/368, 22-24=-268/7, 17-19=542/633, 16-17=991/1240, 9-16=347/386, 20-22=1278/790, 6-20=1142,1807 WEBS 225=711/1029, 2--24=-575/364, 4-24=843/679, 8-17=271/596, 9-17=-812/573, 10-13=945/931, 11-13=-905/1096,.13-16=595/803, 10-16=643/832, 5-24=1253/1021, 5-22=816/659, 7-19=336/395,-8=19=577/231, 6-19=-599/1087 NOTES- 1)-Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. 11; Exp C;-Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-2-6, Interior(1) 4-2-6 to 15-0-0, Exterior(2) 15-0-0 to 152-6, Interior(l)-19-2-6 to 26-8-0, Exterior(2) 26-8-0 to 30-10-6, Intedor(1) 30-10-6 to 41-10-4 zone; cantilever left exposed ; parch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord rive load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) 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 at=lb) 12=661, 25=908, 22=1269. This item has been electronically signed and sealed by Velez, Joaquin, 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. ,JoaquW Velaz PE'No.88182 MiTak"USA Inc. Fl-cert 6634 10904 Parke East i31vd. Tampa FL 33610 :. .March 24,2020 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 M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not c a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall /i' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing (Teri• 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 Duality 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 City Ply T19778732 2238115 A10 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 2410:50:27 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-1 KYppegnJZRsfrtGyizt4yy?eUZTh21 FSnZ2BzXl4w &40 15-0-0 22-2-0 26-8-0 350-0 42-0-0 2-4-0 6-a0 6-8-0 7-2-0 4-60 8-4-0 7-a0 Scale = 1:76.2 6x8 = 2x4 11 5x8 = 5 25 26 627 28 7 19 18 16 01 14 13 14 11 10 3x6 _ 2x4 II 4x4 = 17 15 4x8 = 3x4 = 4x4 = 3x6 II 3x6 = 3x6 = 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.13 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.28 11-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 296 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins, 5-7,7-8: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 P *Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 10-12: 2x4 SP No.2 WEBS 1 Row at midpt 4-16, 5-16, 5-14, 6-14, 7-14, 8-13, 9-11 WEBS 2x4 SP No.3 REACTIONS. All bearings 14-8-0 except Qt=length) 10=Mechanical, 15=0-3-8. (lb) - Max Horz 19=-415(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 10=619(LC 12), 19=265(LC 12), 18=-239(LC 12), 16=-1093(LC 12) Max Grav All reactions 250lb or less atjoint(s) 15 except 10=1002(LC 22), 19=419(LC 21), 18=445(LC 17), 16=1546(LC 1) FORCES. (lb) -Max. CompJMax. Ten. --Ail-forces 250 (lb) or less except when shown. TOP CHORD 4-5=-38/327, 5-6=676/633, 6-7=674/630, 7-8=927/669, 8-9=1237/803, 9-10=-958/779 BOT CHORD 18-19=387/444, 16-18=281/228, 15-16=-323/252, 14-15=323/252, 13-14=356/627, 11-13=824/1258 WEBS 2-19=327/389, 2-18=279/210, 4-18=333/285, 4-16=-447/341, 5-16=138311113, 5-14=793/1142, 6-14=400/414, 7-14=657/329, 7-13=174/522, 8-13=-797/533, 8-11=654/635, 9-11=93611466 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=1.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-2-6, Interior(1) 4-2-6 to 15-0-0, Exterior(2) 15-0-0 to 19-2-6, Interior(1) 10-2-6 to 26-8-0, Exterior(2) 26-8-0 to 30-10-6, Interior(1) 30-10-6 to 41-10-4 zone; cantileverleft 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, with BCDL = 10.Opsf. 6) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 619 lb uplift at joint 10, 265 lb uplift at joint 19, 239 lb uplift at joint 18 and 1093 lb uplift at joint 16. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of.fhis document are not considered signed and sealed and the signature must be verified on, any electronic copies. Joaquin Velez PE No,68182 MITek-USA Inc F1;Cert 6634, ., 5998 Parke East Blvd Tampa FL:33610" Da£es:' March 24,2020 t& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTeM 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 Mffek' 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 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 T19778733 2238115 All Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 2410:50:29 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-zjgaDKr1 rA5j5y_FNNkRyVi IiSEuxYxKilGf74zXl4u 2-0-0 Vol50.0 22-2-0 26-8-0 31-10-0 37-0.0 42-0.0 2-4-6 6-0 68-0 7-2-0 4-r>0 52-0 5-2-0 5-0.0 6xl2 MT20HS i 2x4 I I 5x8 = 5 26 27 628 29 7 20 19 st -1a 17 as 16 - 15 14 " 13 12 11 ST1.5x8 STP = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 5x6 = SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP NO.2 `Except` 3-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.t WEBS 2x4 SP No.3 REACTIONS. (size) 11=Mechanical, 20=0-8-0 Max Horz 20=-449(LC 10) Max Uplift 11=-984(LC 12), 20=-1209(LC 12) Max Grav 11=1630(LC 18), 20=1844(LC 17) 3x4 = 3x8 = 3x4 = 3x4 = 5x6 = Scale = 1:73.9 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.77 Vert(LL) 0.19 15 >999 240 MT20 244/190 BC 0.44 Vert(CT) -0.27 16-17 >999 180 MT20HS 187/143 WB 0.93 Horz(CT) 0.07 11 n/a n/a Matrix-MSH Weight: 288 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-1-3 oc bracing. WEBS 1 Row at midpt 4-17, 6-16, 10-12, 8-15 FORCES. (lb) --Max. Comp./Max- Ten. -AT[ forces 250 (lb) or less except when shown. TOP CHORD 2-4=2147/1276, 4-5=-2102/1419, 5-6=2033/1478, 6-7=2033/1478, 7-8=2264/1553, 8-9=-2599/1638,9-10=-2365/1478,10-11=-1693/1178 BOT CHORD 19-20= 412/496; 17-19=-1073/1862, 16-1-7=847/1640, 15-16=-909/1572, 13-15=-1252/2049, 12-13=1526/2434 WEBS 2-20=-2017/1413, 2-19=-997/1600, 4-19=-295/347, 4-17=492/305, 5.17=110/461, 5-16=-283/530, 6-16=-414/478, 7-16=253/419, 7-15=-403/804, 9-12=-1500/1063. i0-12=-1751/2825-8=13=-107/371, 8-15---_q21/582, 9=73=-452/323 NOTES- 1) Unbalanced roof live loads have been considered for this -design. 2)- .Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp Encl-, GCpi=0.18; MWFRS (directional) atld_C-CFxterior(2) 0r0-0 to 4-2-6, Interior(1) 4-2-6 to 15-0-0, Exterior(2) 15-0-0 to 19-2-6, Interior(1) 19-2-6 to 26-8-0, Exterior(2) 26-8-0 to 30-10-6, Interior(1) 30-10-6 to 41-10-4 zone; cantilever left exposed ;C-C for members and forces S MWFRS for reactions shown; Lumber DQL==1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x6 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 7) ` 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, with BCDL = I O.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 11 and 1209 lb uplift at joint 20. This item has been electronically signed and sealed by Velez, Joaquin, 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. .loaquin:velez PE Wo 68187 MiTek-1!§A Inc FCGert,6634 6til)4. Parke Fist Bjvd,Tampa FL 33B10: Date:, March 24,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �4 a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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/rP11 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 city Ply 7R,,fsSpecial T19778734 2238115 Al2 1 1 Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 Mi rek Industries, Inc. Tue Mar 24 10:50:30 2020 Page 1 I D:nMYxFCYd Hw2DaD kcr6J B R9zZEro-RvEyRgsfbU Daj6ZSx4FgVja QAsWfg_RTxP?Df WzX14t 2-0-0 8-4-0 150-0 22-2-0 z6-8-o 3z-1 ao 39-0-0 a2-O-0 2-o Mo 6-8-0 7-2-0 a-6-0 s-z-0 6-2-0 3-0-0 6x12 MT20HS i 2x4 I I 5x8 = 5 26 27 628 29 7 20 19 31 16 17 32 16 33 15 14 34 13 12 11 ST1.5x8 STP = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 5x6 = SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 11=Mechanical, 20=0-8-0 Max Horz 20=480(LC 10) Max Uplift 11=-978(LC 12), 20=-1215(LC 12) Max Grav 11=1667(LC 18), 20=1838(LC 17) 3x4 = Scale = 1:73.9 IN. 3x8 = 3x4 = 4x4 = 5x8 = CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TC 0.98 Vert(LL) 0.19 15 >999 240 MT20 244/190 BC 0.66 Vert(CT)-0.2916-17 >999 180 MT20HS 187/143 WB 0.98 Horz(CT) 0.09 11 n/a n/a Matrix-MSH Weight: 281 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-10 oc bracing. WEBS 1 Row at midpt 4-17, 6-16, 8-15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=2166/1282, 4-5=2124/1426, 5-6=2060/1484, 6-7=2060/1484, 7-8=2294/1544, 8-9=-2763/1666,8-10=2562/1512, 10-11=-1774/1113 BOT CHORD 19-20=-451/525, 17-19=-983/1879, 16-17=758/1655, 15-16=-824tl582, 13-15=-1256/2162, 12-13=1599/2694 WEBS 2-20=-2032/1420, 2-19=-1001/1617, 4-19=-299/347, 4-17=-489/303, 5-17=109/459, 5-16=-288/534, 6-1&=-410/469, 7-16=261/422, 7-15=370/796, 8-15=1022/625, 8-13=-28/365, 9-13=-555/358, 9-12=1682/1112, 10-12=180i/3072 NOTES- 1) Unbalanced rooRive loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)10-0-0 to 4-2-6, Interior(1) 4-2-6 to 15-0-0, Exterior(2) 15-0-0 to 19-2-6, Interior(1) 19-2-6 to 26-8-0, Exterior(2) 26-8-0 to 30-10-6, Interior(1) 30-10-6 to 41-10-4 zone; cantilever left exposed ;C-C for members and -forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage -to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x6 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 978 Ill uplift at joint 11 and 1215 lb uplift at joint 20. This item has been electronically signed -and sealed by Velez, Joaquin, 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. ,Joaquin Velez PE'No,66llk MiTek;USA hic: FL Cert 6634 , 690 ParkeEastBjvd;TampaFL;33810;; Date, March 24,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall g ■■■ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M O fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII 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, VA22314. Tampa, FL 36610 Job Truss Truss Type city Ply T19778735 2238115 A13 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:50:31 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-v5oKeOtHMnLRLGBeVomvl w6biFrrPRVcA3lm ByzX14s 2-40 8-40 13-0.0 20-10-0 i 28-8-0 33:-0 i 39-4-0 i- 41.8 2-4-0 6-0-0 48-0 7-10-0 7-10-0 48-0 6-0.0 2-40 Scale = 1:67.9 5x8 = 2x4 II 5x8 = 4 27 28 5 29 30 6 ST1.5x8 STP = 4x4 — 3x4 — 3x8 — 3x4 — 4x4 — ST1.5x8 STP = 41-8-0 2-0-0 2 84-0 13-0-0 20-10-0 28-8-0 334-0 394-0 3 2-0-0 M0 4-0-0 7-10-0 7-10-0 4S0 6-0-0 2-0-0 Plate Offsets (X,Y)— 11:0-6-0,0-0-21, [4:0-5-12,0-2-01, [6:0-5-12,0-2-0], [9:0-3-9,0-1-8] LOADING (psg SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.14 14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.26 14-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 262 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 6-8-4 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-14 REACTIONS. (size) 18=0-8-0, 10=0-8-0 Max Horz 18=-453(LC 10) Max Uplift 18=1152(LC 12), 10=1032(LC 12) Max Grav 18=1691(LC 17), 10=1691(LC 18) FORCES. (fbr) -Max. Comp./Max. Ten- -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1880/1224, 3-4=-1905/1387, 4-5=1913/1502, 5-6=1913/1502, 6-7=1905/1387, 7-8=-188011224- BOT CHORD- 17-18=-4331521, 16-17=7-76/1673; 14-16=-615/1572, 12-14=-598/1390, 11-12=-759/1333 WEBS 2-18=-1832/1396, 2-17=-910/1350, 3-17=-275/308, 3-16=3831250, 4=1 6=1 201420, 4-14=-386/609, 5-14=-546/656, 6-14=386/609, 6-12=-120/420, 7-12=383/2SO, 7-11=-275/308, 8-11=-910/1350, 8-10=1832/1396 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=170mph (Z- second -gust) Vasd=132mph; TCDL=4.2psf; BCDL=E:Opsf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0!e-4-2-0, Interior(l) 4-2-0-to 13-0-0,.Exterior(2) 13-0-0 to 18-10-11, Interior(1) 18-10-11 to 28-8-0, Exterior(2) 28-8-Oto34-6-11, hlterior(1) 34-6-11 to41-8-0 zone; cantilever left and -right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1_nM 3) Provide adequate drainage to prevent water-ponding. This Item has been 4) All plates are 3x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottomchordlive load nonconcurrent with any other live loads. Bjectronicaljy Signed and 6) ' This truss has been designed fora -live load of 20-.Opsf on the bottom chord in all areas wherea rectangle 3-6-0 tafl by 2-0-0 wide sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members, with BCDL = 10.Opsf. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1152 lb uplift -at joint 18 and 1032 lb printed copies of this p uplift at joint 10. document are not considered signed and sealed and the signature must be verified on any electronic copies. ..IoaquinYelaz PE Np68f±;2' MiTeklJSA Inc FL:Cert-,6834 , 6804 Parke East Btvd' Tampa FL;33610' ;:Oats: March 24,2020 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �e a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, 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 Aob T19778736 2238115 A14 Hip 1 Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 2410:50:32 2020 Page 1 I D:nMYxFCYd Hw2DaDkcr6J B R9zZEro-N IMisMuv75TlyQjg2VH6a6fpvfAD8—Im Oj UJ kPzx14r r 2-40 8-0-0 11-0-0 17-7-4 24-0-12 i 30-8-0 33-4o i 394-0 41-8-0 i 2-8-0 ' 6.7-4 SS8 57-4 2-6.0 SO-0 2-0-0 r- 5x8 = 27 2x4 I I 5x6 = 5x8 = 28 5 6 29 30 7 Scale = 1:70.7 3x6 = 6x8 = 3x4 — 3x6 3x8 — 3x4 — 3x6 = 3x4 = ST1.5x8 STP = 6x8 = 3x6 = ST1.5x8 STP = 41-8-0 Plate Offsets (X,Y)— [1:0-6-0,0-0-21,[4:0-6-4,0-2-4L [6:0-3-0,0-3-4] [7:0-6-4,0-2-4L[10:0-3-9,0-1-8),[11:0-3-8,0.3-01.[18:0-3-8 0-3-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.16 14-15 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.26 17-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.09 11 n/a nla BCDL 10.0 Code FBC20171TP12014 Matrix-MSH Weight: 260 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-2 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-18. 4-15, 6-15, 7-14, 8-11 REACTIONS. (size) 18=0-8-0, 11=0-8-0 Max Horz 18=384(LC 11) Max Uplift 18=1152(1_C 12), 11=1032(LC 12) Max Grav 18=1753(LC 17), 11=1762(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-412/205, 3-4=1868/14115, 4-5=1974/1602, 5-6=-1974/1602, 6-7=1972/1599, 7-8=1-867/1416, 8-9=412/292 BOTCHORD 17-18=-783/1646, 15-17=675/1632, 14-15=-1054/2009, 12-14=662/1461, 11-12=-766/1367 WEBS 2-18=-657/623, 3422 1727l220, 4-17=-1041373, 4-15=581/802, 5-15=-4071512, 6-14=-447/501, 7-14=-575/813, 7-12=102/371,8-11=-1731/1219, 9-11=-657/624 NOTES- 1) Unbalanced roof live loads have been considered -for this design. 2) Wiind:.4SCE 7-10; Vuft=170mph-(3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp-C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)U-O-0-to 4-2-0, Interior(1) 4-2-0 to-11-0-0, Exte ior(2) 11-0-Oto 16-10-11, Interior(1) 16-10-11 to 30-8-0, Exterior(2) 30-8-0-to 36-6-11, Interior(1) 36-6-11 to 41=8-0 zone; cantilever left and right exposed ;C-C for membarsmndforces & 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 designectfor a liveioad-of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members, with BCDL = IO.Opsf. sealed by Velez, Joaquin, PE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1152 lb uplift at joint 18 and 1032 lb USlfl a Digital Signature. g g g uplift at joint 11. Printed copies of this document are not considered signed and sealed and the signature must be verified on, any electronic copies. ;Joaquin Vetez-PE'Np.68182' MiTek USA, Inc FL:Cert 6634 , 69D4 Parke IE�w 6kJampa:17L 33610' :Date: March 24,2020 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. �• Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall TeK' //'� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the �''r' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 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, VA22314. Tampa, FL 36610 Truss Truss Type City Ply T19778737 kJob 38115 A15 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.24u s mar 9 zu2u mi I ex industries, Inc. i ue mar 24 -i 0:50:34 2020 rage 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-KgTTH2vAfijOCktDAwKctZk7BTv?csg3sl zQoHzXl4p 2-4-0 9-0.0-1411-14 20-10.0 26.8-2 32-8-0 39d-0 418-0 2-4-0 6-8-0 5-11-14 5-10.2 5-10-2 5-11-14 M. 2-40 Scale = 1:69.1 5x8 = 2x4 II 5x8 = 2x4 II 5x8 = 3 27 4 28 5 29 6 30 7 18 17 15 14 13 11 lu ST1.5x8 STP = 4x4 = 3x10 = 2x4 13x10 = 4x4 = ST1.5x8 STP = 41-8-0 LOADING (psi) TCLL 20.0 TCDL 10.0 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 0.91 BC 0.57 WB 0.77 Matrix-MSH DEFL. in (loc) Udefl Ud Vert(LL) 0.21 14 >999 240 Vert(CT) -0.25 13-14 >999 180 Horz(CT) 0.07 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 245 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 5-0-1 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-15, 5-15, 5-13, 7-13 REACTIONS. (size) 18=0-8-0, 10=0-8-0 Max Horz 18=314(1_C 10) Max Uplift 18=1152(LC 12), 10=1032(LC 12) Max Grav 18=1667(LC 1), 10=1667(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-172211273, 3-4=-2053/1721, 4-5=2053/1721, 5-6=2053/1721, 6-7=2053/1721, 7-8=1722/1273 BOTCHORD 17-18=-307/437, 1-s-17=731/1396, 14-15=-1401/2250, 13-14=-1-1'01/2250, 11-13=720/1325 WEBS 2-18=1697/1459, 2-17=-831/1308, 3-17=-173/27-2, 3-15=769/1047, 4-15=385/468, 5-15=344/237, 5-13=344/237, 6-13=385/468, 7-13=-769/1047, 7-11=-173/272, 8-11=-831/1308, 8-10=-1697/1459 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=t70mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-0-0-0 to 4-2 0, Interior(1) 4-2-0 to 9-0-0, Exterior(2) 9-0-0 tc 14-11-14, Interior(1) 14-11-14 to 32-8-0, Exterior(2) 32-8-0 to 38-6-11, Interior(1) 38-6-11 to 41-8-0 zone; cantilever -left -and right exposed ;C-C for members and forces &,",AWFRS for reactions shown; Lumber DOL=1.60 plate grip-DOL=1.60 This item has been 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. electronically -Signed and- 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any -other live loads. Sealed by Velez, Joaquin, PE 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangie3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other -members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1152 lb upliftatjoint 18 and 1032 lb Printed copies of this uplift at joint 10. document are not Considered signed and sealed and the signature must be verified on any electronic copies. Joaquin:Velaz PE No.68f82 MiTeRiUSA Inc FL,CeR,8634 , 6904 Parke East-B,Ivd. Tampa FL 33610 /Dates. March 24,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 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 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 ANS11TPlf 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, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply j2jobReference T19778738 2238115 A16 Hip Girder 1 (optional) •" • ••"• "� �• •' ^ "�• -r, Y, - •+�� , 0,44U s mar a LULU wll l eK inousmes, Inc. I ue mar Z4 IU:bU:3/ ZUZU rage 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-kF9bv3x2yd6b3Bco2tJHBMhngzZpHZVY?C4PczXl4m 2-7.0-0 12-77 81 23-6-14 29.0-9 34-8-0 0 2-0-0-00 57 A2 5-5.11 5-5-11 5-7-7 -00 2 5x8 = 2x4 II 5x6 = 5x8 = 2x4 II Sx6 = 8.00 12 3 25 26 427 28 29 5 30 31 32 33 6 34 35 36 737 38 39 8 Scale = 1:70.5 10 r- I4 6 3x1O Il _ +� +,r - -,� -w q. — — — qy 14 •'•' 01 SL 4x6 = 4x4 08 = 4x4 = 2x4 I I 08 = 44 = ST1.5x8 STP = ST1.5x8 STP = 4x8 = 4x8 = 3x10 11 06 — 2-0-0 2 7-0-0 12-7-7 161-2 23b14 a1-ao 29-0-9 34-8-0 394" 3 2-0-0 4-8-0 5-7-7 5-5-11 5-5-11 5-5-11 5 7-7 4A-0 2-M Plate Offsets (X,Y)- [1:0-D-15,Edge],[3:0-6-4 0-2-4],[5:0-3-0 0-3-0] [6:0-4-0 0-3-0] [8:0-6-4 0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.33 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.28 15-16 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(CT) -0.06 11 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH Weight: 540 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 20=0-8-0, 11=0-8-0 Max Horz 20=243(LC 7) Max Uplift 20=-2663(LC 8), 11=-2540(LC 8) Max Grav 20=2712(LC 36), 11=271O(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2972/2857, 3-4=-4284/4322, 4-5=4284/4322, 5-6=5160/5212, 6-7=-4281/4330, 7-8=4281/4330, 8-9=2970/2880 BOT CHORD 19-20=301/344, 18-19=-2190/2510, 16-18=-4882/5237, 15-16=-4900/5232, 13-15=4900/5232, 12-13=2156/2401 WEBS 2-20=2581/2555, 2-19=2290/2471, 3-,19=-507/646-,, 3-18=-2434/2477,11-18=576/776, 5-18=-1204/1182, 5-16=-41/306, 6-15=29/304, 6-13=-1216/1181, 7-13=583f786, 8-13=2418/2476, 8-12=-505/644, 9-12=2290/2472, 9-11=2578/2497 NOTES- 1) 2-ply truss to -be -connected. together with I Od (0.131 "x3") nailsas-follows: Top chords connected as -follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected -as -follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) Ali loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or A -unless otherwise indicated. This Item has been 3) Unbalanced roof live loads have been considered for this design. electronically Signed and 4) Wind: ASCE 7-10; Volt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Dpsf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. sealed by Velez, Joaquin, PE 11; Exp C; Encl., GCpi=018; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide In Digital Signature. using a 9 9 adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Pfinted Copies Of this 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 document are not considered will fit between the bottom chord and any other members. Signed and Sealed and the 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2663lb uplift at joint 20 and 2540 lb signature must be verified uplift at joint 11. on any. electronic copies. J p a q u i h:Ve l ez; P E N p.68182 MTek USA Inc FL Cert 8634 6904 parke,East Bivd:,Tampa FL33810' March 24,2020 ® WARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekS 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 ■�Y�� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i�iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Ouallty Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778736 2238115 A16 Hip Girder 1 n L Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2UZU MI I eK Industries, Inc. I ue Mar 24 1 U:bU:38 ZUZU Nage Z ID: nMYxFCYd Hw2Da Dkcr6J B R9zZE ro-C Rjz6PygjxERhLB_P m OYpP vsX4loYkpenfxex2zXi41 NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 435 lb down and 482 lb up at 7-0-0, 194 lb down and 222 lb up at 9-D-12, 194 Ito down and 222 lb up at 11-0-12, 192 lb down and 222 lb up at 13-0-12, 192 lb down and 222 Ito up at 15-0-12, 192 lb down and 222 lb up at 17-0-12, 192 It down and 222 lb up at 19-0-12, 192 lb down and 222 lb up at 20-7-4, 192 lb down and 222 lb up at 22-74, 192 lb down and 222 lb up at 24-7-4, 192 lb down and 222 lb up at 26-7-4, 192 lb down and 222 Ito up at 28-74, 194 lb down and 222 lb up at 30-7-4, and 194 Ito down and 222 lb up at 32-7-4, and 435 lb down and 482 lb up at 34-8-0 on top chord, and 206 lb down and 151 lb up at 7-0-0, 57 lb down and 37 Ito up at 9-0-12, 57 lb down and 37 Ib up at 11-0-12, 57 lb down and 37 lb up at 13-0-12, 57 lb down and 37 lb up at 15-0-12, 57 lb down and 37 lb up at 17-0-12, 57 lb down and 37 lb up at 19-0-12, 57 lb down and 37 lb up at 20-7-4, 57 lb down and 37 lb up at 22-7-4, 57 It, down and 37 lb up at 24-74, 57 lb down and 37 lb up at 26-7-4. 57 lb down and 37 Ito up at 28-7-4, 57 Ito down and 37 lb up at 30-7-4, and 57 Ito down and 37 lb up at 32-74, and 206 Ito down and 151 lb up at 34-74 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: 1-3=60, 3-8=60, 8-10=60, 1-10=-20 Concentrated Loads (lb) Vert: 3=102(B) 8=102(13) 19=36(B) 12=36(B) 25=46(B) 26=-46(B) 27=46(B) 28=-46(B) 30=46(B) 31=46(B) 32=-46(B) 33=46(B) 34=-46(B) 36=-46(B) 37=-46(B) 38=-46(B) 39=46(B) 40=12(B) 41=12(13) 42=12(13) 43=12(13) 44=12(13) 45=12(13) 46=12(13) 47=12(13) 48=12(13) 49=12(B) 50=12(13) 51=12(13) 52=12(B) WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek6 connectors. This design is based only upon parameters shown, and is for an individual building component, not at russ system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pt� It�� T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing tvl) Ipi, • 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 ANS11TP11 quality Criteria, DSS-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 T19778739 2238115 B01 Piggyback Base 5 1 Job Reference (optional) Builders Firssource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 24 10:50:39 2020 Page 1 ID: nMYxFCYdHw2DaDkcr6J B R9zZEro-geH MKIzIUFM I I V IAzTvnMcROu UeW HApo?JhBTVzX14k 2 4-0 80-0-4 0 15-M 20-8 0 26 4-0 2-4-0 ' 6 6-8-0 5-8-0 5-8-0 4x8 = Scale: 3/16"=l' 2x4 11 3x4 = 8.on F1_2_ 4 18 5 19 20 6 ST1.5x8 STP = 4x4 — 3x6 — 3x8 —_ 3x6 I I 3x4 = 3x6 II 3x4 = 2-0-0 213-i0 8-4-0 , 15-0-0 20-8-0 26-4-0 2-0-0 6-0-0 6-8-0 5-8-0 5�-0 Plate Offsets (X,Y)— I3:0-4-0,0-3-01,[4:0-5-12,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.79 Vert(LL) 0.06 113-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.12 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) -0.02 7 ri n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight: 191 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 3-10, 4-8. 5-8. 6-8 REACTIONS. (size) 7=0-3-0, 12=0-8-0 Max Horz 12=703(LC 12) Max Uplift 7=788(LC 9), 12=684(LC 12) Max Grav 7=1120(LC 17), 12=1197(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except -when shown. TOP CHORD 2-3=-1179/500, 3-4=-904/516, 4-5=509/389, 5-6=-509/389, 6-7=1033/890 BOT CHORD 11-12=592/667, 10-11=-916/1342, 8-10=580/808 WEBS 2-12=1210/838-,2-11-- 374/860, 3-10=707/442, 4-10=213/578, 4-8=-610/390, 5-8=-394/521. 6-8=801 /1051 NOTES- 1) Unbalanced roof live loads have been considerad.forthis design. 2) Wind: ASCE 7-10; Vult=170mph-(3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=26ft, eave=oft; Cat. II; Exp ID, Encl.,-GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-0-0, Exterior(2) 15-0-0 to 19-245,-Interior(1) 19-2-15 to 26-2-4 zone; cantilever -left exposed ;C-C-for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding- 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any -other live loads. 5) • This truss -has been designed for a live load of 20.Opsf on the bottom chord -in all areas wherea-rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 788 lb uplift at joint 7 and 684 lb uplift at electronically signed and joint 12. sealed by Velez, Joaquin, 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. Joaquin.Vefez PE No;681132 MlTek-U8A, hie FL�ett 6634 , 6904`PP ke East;Blvd:Sampa FL. 33610' .Date: March 24,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. " Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■■i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing pp pp q� IYf is Aek• 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, DS"9 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 T19778740 2238115 B02 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:50:40 2020 rage 1 ID:nMYxFCYdHw2DaDkcr6JB R9zZEro-8grkX5_xFYU9wfKNWBROuq_FfuvE7Y6xEzQI0xzX14) 2 4-0 8 4-0 12-64 15-0-0 213-12 26-4-0 2-1-0 6-0 0 4-2-4 2-5-12 5-3-12 6-" Scale: 3/16"=1' 5x6 = 2x4 II 3x4 = o nn 5 22 ° 23 24 ST1.5x8 STP = 4x8 — 2x4 I I 1u_ 2x4 I I 6x8 = 3x4 = 3x6 II 8_-0 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TC 0.53 BC 0.71 WB 0.84 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udefl Ud -0.17 11-12 >999 240 -0.32 11-12 >904 180 -0.06 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 209 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-11 10-0-0 oc bracing: 9-11, 12-14 WEBS 1 Row at midpt 7-8. 5-11, 7-11 REACTIONS. (size) 8=0-3-8, 16=0-8-0 Max Horz 16=703(LC 12) Max Uplift 8=-772(LC 9), 16=673(LC 12) Max Grav 8=1037(LC 17), 16=1173(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1135/479, 3-4=1413/818, 4-5=1564/1003, 5-6=-G92/498, 6-7=689/501, 7-8=-1057/879 BOT CHORD 15-16=-617/713, 11-12=706/1000, 6-11=396/535, 4 1-2=351/319 WEBS 2-16=1232/849, 2-15=-304/812, 3-15=710/570, 5-11=559/378, 7-11=844/1163, 12-15=-936/1476,5-12=-658/1169 NOTES- 1) Unbalanced -roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu@=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-0-0, Exterior(2) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 26-2-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This item has been 4) This -truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members, with BCDL = 10.Opsf. using a Digital Signature. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 772 lb uplift at joint 8 and 673 lb uplift at Printed Copies Of this joint 16. document are not considered signed and sealed and the signature must be verified on any electroniccopies. JoaquinVelez PE I46181,82 MiT.&U8A Ina. FLCert 6634 , 89l)4 Parke East Blvd. Tampa FL;33610" Date: March 24,2020 A WARNING -Verity 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 I gg� VIi ®T ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, 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 Job Truss Truss Type city Ply 2238115 B03 Half Hip 1 1 T19778741 Lbc.. Reference (optional) - - - - - -- - -. ..-. •• -••, • - ----• • o.cYu a rviar a GULU nn i eK IfAltlsines, Inc. I Ue Mar z4 I U:bU:41 2UZU Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-c0O61R-ZOscOYpvZ4uyFR1 XLNHK_k4J5TdAlYNzXl4i 2-4-0 8-0-0 15-0-0 20-8-0 26 4-0 2 4 0 6 0 0 6-8-0 5-8-0 5-6 0 4x8 = 8.00 R-2 4 2x4 11 3x4 = 18 5 19 20 6 ST1.5x8 STP = 4x4 —_ 34 = 3x8 =3x6 I I 3x4 = 3x6 II 3x4 = Scale: 3/16"=l' Plate Offsets (X,Y)- [3:0-4-0,0-3-01[4:0-5-12 0-2-0j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.06 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.12 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) -0.02 7 n/a n/a BCDL 10.0 Code FBC2017f rP12014 Matrix-MSH - Weight: 191 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 7=0-3-8, 12=0-8-0 WEBS 1 Row at midpt 6-7. 3-10, 4-8, 5-8, 6-8 Max Harz 12=703(LC 12) Max Uplift 7=788(1_C 9), 12=684(LC 12) Max Grav 7=1120(LC 17), 12=1197(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1179/500, 3-4=-904/516, 4-5=509/389, 5-6=-509/389, 6-7=1033/890 BOT CHORD 11-12=592/667, 10-11=916/1342, 8-10=580/808 WEBS 2-12=12101838, 2-11=374/860, 3-10=707/442, 4-10=213/578, 4-"10/390, 5-8=381/521, 6-8=801/1051 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft;B=45ft; L=26ft;.-eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, fnterior(1) 3-0-0 to 15-0-0, Exteriorp 15-M to -19-2-15, Intedor(1) 19-2-15 to 26-2-4 zone; cantilever left 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 otherlive 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 rd between the bottom chord and any other members, with BCDL=10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 788 lb uplift at joint 7 and 684 lb uplift at This item has been joint 12. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on. any' ,electron. ic copies. ;Joaquin Velez;PE'NbAS182 MITek�USA; Inc FL'CeRi6634' , ;69114�Parke;East 8fvd.Tampa FL 33610'. March 24,2020 ®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 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 properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addriional temporary and permanent bracing WOW 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 ANSIITPIf Quality Criteria, DSB-89 and BCSI Building Component Safefylnformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Parke 6904 Parke East Blvd. 3ast Tampa. Job Truss Truss Type Qty Ply T19778742 2238115 1304 ROOF TRUSS 1 1 Job Reference (optional) tsuuaers i-Irstbource triant uny, r-L), riant uny, rL - 0000t, o.cyu s mat a LULU IYII I nn II IUUmuC3, II - Bey= ID: nMYxFCYdHw2DaDkcr6J B R9zZEro-5DyUyn?BnAkt9yU IecTU_F3dZhazTQuEhHvr4gzX14h 11-12 15-0-0 I 18-6-4 , _ 26-4-0 2-4-0 6-0.0 1-9-12 4-10-4 3.6-4 7-9-12 48 = 3x4 = 2x4 II 8.00 112 6 7 21 22 23 8 I9 M 14 13 12 10 9 ST1.5x8 STP = 6x8 — 48 = 48 = 4x8 — 6x8 = 3x4 = 3x8 II 4x6 = 6x12 MT20HS = 4x8 = 2-0-0 24-D B-4-0 10-1-12 , 18-6-4 26-4-0 Scale = 1:66.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.43 12 >671 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.48 10-12 >593 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) -0.01 9 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-MSH Attic -0.08 10-12 1308 360 Weight: 223 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP M 26 -Except* except end verticals. 10-12: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-7-15 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 8-9, 7-9, 3-12 7-10,7-9: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 15, 16 REACTIONS. (size) 9=0-3-8, 14=0-8-0 Max Horz 14=703(LC 12) Max Uplift 9=-761(LC 9), 14=543(LC 12) Max Grav 9=1218(LC 18), 14=1392(LC 18) FORCES. (ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less -except when shown. TOP CHORD 2-3=1297/519, 3-4=-1059/439, 4-5=939/479, 5-6=-710/430, 6-7=783/516, 8-9=-194/259 BOT-CHORD 13--14=7-93/706,'t2-13=-901/1351 'i&12=-578/856, 9-10=558/829 WEBS 2-14=1309/747, 2-13=193/923, 10-15=188/830, 7-15=167/679, 7-9=1356/908, 5-16=-256/96, 15-16=256/96, 6-15=90/287, 3-12=1653/1079, 3-13=745/1174 NOTES- ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10;-VLtt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Ops.; h=25ft; B=45ft; L=26ft; eave=oft; Cat. 3; Exp C; Encl., GCpi=0.18; MV-,FRS (directional) -and C-C Exterior(2) 0-0-0 to 3-0-0, interior(1) 3-0-0 to 15-0-0, Exterior(2) 15-0-0 to 19-2-15, Interior(_1:)-19-2-15 to 26-2-4 zone;C-C for members and forces & MWFRS far -reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage3o-prevent water ponding. This item has been 4) All plates are MT20- plates unless otherwise indicated. electronically Signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez, Joaquin, PE 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 using a Digital Signature. will fit between the bottom chord and any other members, with BCDL = 10.0psf. Printed copies of this p 7) Bottom chord live load (20.0 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 761 lb uplift at joint 9 and 543 lb uplift at document are not considered joint 14. signed and sealed and the 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE._ Signature must be Verified on any, electronic, copies. JoaquinVelez PE No.681B2 PAiTek. USA Ihc..Fl Celt 8634 6904 Parke East Blvd. Tampa FL 33610' Dafe: March 24,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 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 ANS11TFII 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 T19778743 2238115 B05 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 2410:50:43 2020 Page 1 I D:nMYxFCYdHw2 DaDkcr6JB R9zZEro-ZP WsA7DpXTskn63yCJJ WScj y5?wCzBNwxfPcGzXl4g 2-4-0 8-4-0 13-0-0 19-8-0 26-4-0 2-4-0 6-0-0 4.8.0 643-0 6-8-0 4x8 = 4 18 19 r- 2x4 I I 4x4 = 5 20 21 6 Scale = 1:58.3 12 11 10 8 "' 7 3x4 = 3x6 II 4x4 = 3x4 = 3x6 3x8 = 3x6 II ST1.5x8 STP = 2 0 0 2 4 0 8-0 0 13-0-0 19�-0 264-0 2� �0 6-0-0 448-0 6-8-0 6-8-0 Plate Offsets (X,Y)- [1:0-0-7,0-0-21, [4:0-5-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.06 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.12 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) -0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 181 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0.9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-4-8 oc bracing. WEBS 1 Row at midpt 6-7, 4-8, 5-8, 6-8 REACTIONS. (size) 7=0-3-8, 12=0-8-0 Max Horz 12=610(LC 12) Max Uplift 7=791(LC 9), 12=721(LC 12) Max Grav 7=1076(LC 17). 12=1156(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1106/559, 3-4=963/636, 4-5=620/487, 5-6=620/487, 6-7=950/857 BOT CHORD 11-12=519/609, 10-11=857/1212, 8-10=-638/863 WEBS 2-12=1204/903, 2-11=387/794, 3-10=549/342, 4-10=200/526, 4-8=401/248, 5-8=-463/627, 6-8=803/1025 NOTES- 1) Wind:.ASCE 7-10; VuB=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat.' II;. Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-6, Exterior(2) 13-0-0 to 17-2-15, Interior(1) 1.7-2-15 to2.6-2-4 zone; cantilever -left exposed ;C-C for members and forces 8 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-&0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 791 lb uplift at joint 7 and 721 lb uplift at This item tfas been joint 12. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electron ic_copies. Joaquin:Velei PE No.68182' MiTek;IJSA Ine 0LCert6634 69D4 P.arke'East Blvd; Tampa FL33810. Dates March 24,2020 ® WARNING - Verffy deslgn 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 componem, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek� 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 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 T19778744 2238115 B06 ROOF TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:50:44 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-1b4FNS1Rln bPGe8llVz3g9wXVFpxJfX9bOy9izxl4f 2-4-0 84-0 10.1-12 14.8-0 18-04 264-0 2-4-0 6-0-0 1-9-12 4.6-4 3-104 7-9.12 4x8 = Scale = 1:65.3 3x4 = 3x4 II 8.00 12 6 720 21 22 8 Id 14 13 12 __ 10 " 9 ST1.5x8 STP = 4x8 = 4x8 = 4x8 6x8 = 6x8 = 4x6 = 4x8 = 3x4 = 3x10 II 6x12 MT20HS = i 2-0-02 0 ,10.1-12, 18� 26-4-0 2-0.004-0 6-0-0 1-9-12 84-8 7-9-12 Plate Offsets (X,Y)— [3:0-3-0,0-3-0L [6:0.5-12,0-2-01, [9:Edge,0-4-41, [12:0.3-4,0-3-01, [13:0-3-8,0-3-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.40 12 >719 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.47 12 >615 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) -0.01 9 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-MSH Attic -0.07 10-12 1392 360 Weight: 221 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-4-9 oc purlins, BOT CHORD 2x6 SP M 26 -Except' except end verticals. 10-12: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-9, 3-12 2 Rows at 113 pts 7-9 JOINTS 1 Brace at Jt(s): 15, 16 REACTIONS. (size) 9=0-3-8, 14=0-8-0 Max Horz 14=689(LC 12) Max Uplift 9=763(LC 9), 14=668(LC 12) Max Grav 9=1216(LC 18), 14=1302(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less. except when shown. TOP CHORD 2-3=1311/486, 34=1076/440, 4-5=946/482, 5-6=-699/439, 6-7=797/511, 8-9=-1961262 BOT CHORD 13-14=597/713, 12-13=862/1340; 10-1Z=569/863, 940=5521843 WEBS 2-14=1294/862, 2-13=310/879, 3-13=637/1137, 3-12=1614/979, 10-15=163/820, 7-15=-146/665, 7-9=1358/882, 5-16=277/95, 15-16=-277/95, 6-15=-86/293 NOTES- 1) Unbalanced roof live loads have been considered -for -this design. 2) Wind: ASCE 7-10; Vuk=170mph (3-second gust) k/asd=132mph.TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=26ft, eave=4ft; Cat. Il; Exp C; Encl., GCpj 0.18; MWFRS-(directional) and C-C-Exterior(2) 0-0-0 to 3-0-0,.Interior(1) 3-0-0 to 14-8-0, Extedor(2) 14-8-0 to 18-10-15, Interior(1) 18-10-15 to 26-2-4 zone; cantilever left exposed-;r—C for members and forces & MWFRS for reactions shown; Lumbe- DOL=1.60 plate grip DOL=1.60 This item has been 3) Provide adequate drainage to prevent water ponding. 4) All plates areMT20 plates unless -otherwise indicated. electronically Signed and 5)_This truss has been designed for a 10.0 psf bottom -chord -live load nonconcurrent with any other live loads. Sealed by Velez, Joaquin, PE 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 using a Digital Signature. will fit between the bottom chord and any other members, with BCDL= 1-0.0psf. Printed copies of this 7) Bottom chordiive load (20.0 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 763 lb uplift at joint 9 and 668 lb uplift at document are not considered joint 14. signed and sealed and the 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. signature must be verified on any electronic copies. Joaquin Velez PE N6.68182 PAi7ek'lj3A IDc FL:Cett6834' 6 14: Parke,East Blvd. Tampa FL.33610' ;bate:, March 24,2020 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �` YY1ia truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall WOW i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing OW 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778745 2238115 B07 Common 1 1 Job Reference o tional Builders Firssource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 2410:50:45 2020 Page 1 I D: nMYxFCYdHw2 DaDkcr6J B R9zZEro-Voedao23356SOQ D KJ kOCbth3MviZgpGgOF8VhBzx14e 2 4-0 8� 0 14� 0 20�-0 26 4-0 2-0 0 6-0-0 6-0-0 6-0-0 6-M 4x6 = 8.00 12 12 11 10 - 8 7 ST1.5x8 STP = 4x4 — 3x8 = 3x6 3x4 — 3x6 Scale = 1:62.2 3x4 = 3x6 2-0-0 2 0 14-4-0 20-4-0 26-4-0 2-0.0 0-0-b 6-0 0 6- 0 6-0 0 6 0, Plate Offsets X( Y)— [3:0-3-0,0-3-4j, [6:Edge,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.05 10 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.08 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017TrP12014 Matrix-MSH Weight: 161 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-10, 5-10 REACTIONS. (size) 12=0-8-0, 7=0-3-8 Max Horz 12=429(LC 10) Max Uplift 12=-829(LC 12), 7=586(LC 12) Max Grav 12=1150(LC 1),7=945(LC 1) FORCES- (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1400/664, 34=1278/734, 4-5=1279/745, 5-6=-1393/701, 6-7=1248/671 BOT CHORD 11-12=-411/479, 1D-11=-410/1014, 8-10=-432/1019 WEBS 2-12=1461/973, 2-11=-476/932, 3-10=566/362, 4-10=443/900, 5-10=567/387, 6-8=385/949 NOTES- 1) Unbalanced roof live loads have been considered for -this design. 2) Wind_ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; T-CDL=4.2psf;.BCDL=6.Opsf, h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14 4=0, Exterior(2) 14-4-0 to 17-4-0, Interior(1) 17-4-0 to 26-2-4 zone; cantilever left 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 an -the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 829 lb uplift at joint 12 and 586 lb uplift This item has been at joint 7. electronically signed and sealed by Velez, Joaquin, 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. JoaqurnVelez PE No:6878Z MiTWUSA Inc. FL Certy8834. . slickpal East Blvd;Tampa.FC 33610: 'Dafer March 24,2020 A wARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED A11TEK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. Design valid for use onlywith MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778746 2238115 B08 ROOF TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 Mffek Industries, Inc. Tue Mar 24 10:50:46 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-z_C?o82hgOEJeaoMRXR85EDilu5P FUgcvt3DbzXl4d 2-0-0 10-1-12 12-8-0 18-64 26-4-0 22 6-0-0 1-9- 22 2-6-4 5-10-4 7-9-12 4x8 = 3x4 = 2x4 = 6 20 21 7 3x4 II 22 23 8 3x4 = 44 = 5x8 = 4x6 = 4x6 = vxo — 6x8 = ST1.5x8 STP = 4x6 = 3x8 = 3x10 II 2-M Id Scale = 1:58.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.27 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.33 12 >859 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) -0.01 9 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-MSH Attic -0.05 10-12 1953 360 Weight: 215 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins, BOT CHORD 2x6 SP No.2 'Except' except end verticals. 10-12: 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 B-9, 7-9 JOINTS 1 Brace at Jt(s): 16 REACTIONS. (size) 9=0-3-8, 14=0-8-0 Max Horz 14=596(LC 12) Max Uplift 9=761(LC 9), 14=704(LC 12) Max Grav 9=1177(LC 18), 14=1291(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1297/551, 3-4=1197/611, 4-5=938/556, 5-6=-616/541, 6.7=834/508, 8-9=498/264- BOT CHORD 13-14=-498/603, 12-13=832/1256, 10-12=-589/920, 9-10=575/905. WEBS 2-14=1284/905, 2-13=376/888, 3-13=306/644, 3-12=12611779, 4-12=115/377, 10-15=34/641, 7-15=37/557, 7-9=13331839, 5-16=381/99, 15-16=380/99, 6-15=76/355 NOTES- 1)-Unbalanced roof live loads have been considered for -this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=26ti; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-0-0-0-to 3-0-0, Interior(1) 3-0-0 to 12-8-0, Exterior(2) 12-8-0 to 16-10-15, Interior(1) 16-10-15 to 26-2-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions_%hown;- Lumber DOL=1.60 plate grip DOL=1.60 This Item has-been 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. electronicaily Signed and 5) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-13-0 wide sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members, with BCDL = 1O.opsf. using a Digital Signature. 6) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 Printed copies of this p 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 761 lb uplift at joint 9 and 704 lb uplift at joint 14. document are not considered 8) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. signed and Sealed and the signature must be verified On any.electronic.,pop lies. ,JoaquinNelez PE N6.68182' MiTek USA; Ind. FL Cert.8834 i39D4 Parke,East Sind. Tampa,E6:33810" Date: March 24,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MrrekO 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 �a building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addillonal 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 ANSI1TPI1 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 T19778747 2238115 B09 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 24 10:50:47 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JB R9zZEro-RAmN?U3KbiMAGkNjR93ghlnQhiO48izzrZdcll zX14c i 2-40 i V. 12-7-4 14-4-0 20-4-0 2411-8 ,2640 r 2.4-0 6-0-0 4-3-0 14.12 6-0-0 47-8 1-4.8 4x6 = 8.00 12 ST1 5x8 STP = 3x8 = 4x8 = 2x4 II 2x4 II 6x8 = 3x4 = US II 7x10 = 14 -0 28.4-0 229 -0-0 24-p 8-0-0 12-7�4 '139-0 20-0-0 24-&0 241143 Or4-0 6-0-0 ' 4-34 -1.12 Scale = 1:63.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.08 16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.10 16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017/TPI20114 Matrix-MSH Weight: 191lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc pudins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 7-10: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-2-7 oc bracing. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 15-17, 10-12 REACTIONS. (size) 9=0-3.8, 19=0-8-0 Max Horz 19=429(LC 10) Max Uplift 9=575(LC 12), 19=821(LC 12) Max Grav 9=964(LC 1), 19=1163(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1407/650, 3-4=-15191799, 4-5=1399/809, 5-6=1375/750, 6-7=1679/822, 7-8=-1160/560, 8-9=1267/602 BOT CHORD 18-1z3=- 414/494, 4-15=244/531, 14-15=236/867, 13-14=504/1236, 12-13=514/1046, 7=12=6091374 WEBS 2-19=1476/973, 2-18=-444/907, 3-18=394/291, 15-18=377/968, 3-15=-262/228, 8-12=557/1147, 5-14=589/1128, 4-1'4=636/392, 6-14=689/437, 7-13=37/270 NOTES- 1) Unbalanced roof live loads have been considered -for -this design 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; M14/FRS (directional) and C-C-Extedor(Z) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-4-0, Exterior(2) 14-4-0 to 174-0, Interior(1) 17-4-0 to 26-24 zone',r-ratflever left 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-W 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 575 lb uplift at joint 9 and 821 lb uplift at joint 19. ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MIF7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a 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 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. This item has been electronically signed and sealed by Velez, Joaquin, 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. .Joacluin Velei PE'No.681E2 PAtTekUSA Ine: FL CeR 8634. , 6904 Parke East Blvd. Tampa FL13610; ):Date: March 24,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778748 2238115 BID ROOF TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:50:49 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-NZt8QA5a7JcuV1W5Ya58mjsiDW cjrGlt6jgwzXl4a 7 2-0-0 8.4-0 10.1-1-9-2 14-0-0 i 18-0-4 26.4-0 2-0-D 6-0-0 112 4-214-2-4 -9-12 4x4 = 8.00 12 6 2x4 = 2x4 2x4 = II5 20 21 2x4 II 5x6 i 4 7 e ST1.5x8 STP = 4x4 = 5x8 = 4x6 = 4x6 = ff— 4x8 3x4 = 3x10 II 4x6 = 4x8 = Scale: 3/16"=l' 2-0 0 2 p 0 8-0-0 10.1-12 18-6-4 26 4 0 2-0-0 0-4-0 6-0-0 1-9-12 8-4-8 7-9-12 Plate Offsets (X Y)— [3:0-3-0 0-3-0] [9:0-3-B,Edge], [10:Edge,D-3-81, [11:0-2-0 0-2-0] [13:0-1-8,0-2-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.24 1 D-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.27 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-MSH Attic -0.10 11-13 969 360 Weight: 195 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins, 6-9: 2x4 SP M 31 except end verticals. BOT CHORD 2x6 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 11-13: 2x4 SP No.2 8-1-7 oc bracing: 13-14. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 16 REACTIONS. (size) 15=0-8-0, 10=0-3-B Max Horz 15=-427(LC 10) Max Uplift 15=804(LC 12), 10=560(LC 12) Max Grav 15=1193(LC 21), 10=1045(LC 19) FORCES.. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less exceptwhenshown. TOP CHORD 2-3=1440/621, 3-4=-1634/831, 4-5=1298/715, 6-7=281/21-6; 7-8=1350/763, . 8-9=-1427/636, 9-10=1251/(329 BOT CHORD 14-15---372/499, 13-14=-362/1137, 11--13=-322/1003, 10-11=179/252 WEBS 2-15=1491/949, 2-14=393/868, 3-14=737/430, 3-13=676/688, 4-13=217/570, 8-11=57/302, 9-11=1501995, 5-16=12841681, 7-16=-12841681 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=26ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-4-0, Exterior(2) 14-4-O.to 17-4-0, Interior(1) 17-4-0 to 26-2-4 zone; cantilever left 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 areaswherea 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 Velez, Joaquin, PE 5) Bottom chord live load (20.0_psf) and additional bottom chord dead load (&..0 psf) applied only to room. 11-13 using a- Digital Signature. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 804 lb uplift at joint 15 and 560 lb uplift Printed copies of this at joint 10. 7) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. document are not considered signed and sealed and the signature must be verified on. any,electronic copies. ,Joaquin Valez PE No.68182 MMXUSA Inc.'FL'Cert8834.._ 690q'ParkeEast 31vd.TampaFL.33010" ':Date; March 24,2020 WARNING -Verity 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 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 Mi Iy� ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSb TP71 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778749 2238115 Bit Roof Special 1 1 Job Reference (optional) w ni-ou— Irani i iiy, FL), riani City, FL - 33our, 5.240 s Mar 9 2020 Mi fek Industries, Inc. Tue Mar 2410:50:50 2020 Page 1 I D:nMYxFCYdHw2DaDkcr6JBR9z7Ero-sl RWe W5C udkl7B516HcN IxPxvwQfL30PXXrGMMzX14Z 2-4-0 8-4-2 12-7-4 144-0 20-4-0 24-11-8 26-8-0 2-4-6 6-0.0 4-3-4 1-8-12 6-0.0 4-7-8 1-8.8 4x6 = 8.00 12 19 18 17 3X8 = 3X4 = 11 109 ST1.5x8 STP = 4x8 = 2x4 11 3X4 = 3x6 11 7x10 = ST1.Sx8 STP = 2x4 II 14-4-0 28.gp 2-0-0 2 8-0-0 12-74 20-40 2441-0 241 .8 6X8 2-0-0 6-0-0 434 0-9- _1-12 6-0-0 4-0-0 13-8 0.7.0 Scale = 1:66.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.08 16 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.10 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-MSH Weight: 192 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins, BOT CHORD 2x4 SP No.2 `Except' except end verticals. 7-10: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-4-14 oc bracing. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 15-17, 10-12 REACTIONS. (size) 9=0-8-0, 19=0-8-0 Max Horz 19=-435(LC 10) Max Uplift 9=582(LC 12), 19=830(LC 12) Max Grav 9=977(LC 1). 19=1176(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All -forces 250 (lb) or less except when shown. TOP CHORD 2-3=1432/662, 34=1549/812, 4-5=1430/822, 5-6=-1406/763, 6-7=1766/86't 7-8=15111727, 8-9=1288/620 BOT CHORD 18-19=-421/500, 4-15=241/529, 14-15=231/888,13-14=-5z1/1294, 12-13=632/1321, 7-12=394/264 WEBS 2-1 9=1 495/982, 2-18=-453/928, 3-18=401/292, 15-18=371/973, 3-15=256/227, 5-14=603/116-1, 6-14=749/464, 8-12=616/1301, 4-14=634/390 NOTES- 1) Unbalanced roof -live loads -have -been considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; 7PCDL=4.2psf; BCDL=FLOpsf; h=25ft;-B=45ft; L 27ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2).0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-4-0, Extedor(2) 14-4-0 to 174-0, Interior(1) 17-4-0 to 26-6-4 zone; cantilever left -exposed ;C-C for members and forces 8 IRS -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 Tronconcurrent with any otherAve toads. 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 othersyof truss to bearing plate capable of withstanding 582 lb uplift at joint 9 and 830 lb uplift at joint 19. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED I TEK REFERENCE PAGE 8111-7473 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 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 SCSI Building Component Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA 22314. This item has been electronically signed and sealed by Velez, Joaquin, 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. ,JoaquinlVelez PE'N"o:63182 MITek USA; Inc FL Cert;�6634... 6804,P..arke,East Blvd.'Tampa FL;33610' Date: March 24,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778750 2238115 B12 ROOF TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 2410:50:51 2020 Page 1 I D: nMYxFCYdHw2DaDkcr6J B R9zZE ro-Ky?urs6gfxsbkLg U g?7cr8x2sJfn4dZZm BbquozXl4Y 2-4-0 8-4-0 10.1-12 13-0-0 15-8-0 18-0-0 264-0 , 2 6-0.0 1-9-12 2-10-0 2-8-0 2-10-4 7-9-12 4x8 = 4x4 = 6 23 11cv 'b d qzo — 3x4 = 4x4 = 5x8 = 4x6 = 4x6 = 4x6 = 4x8 = 4x8 �l ST1.5x8 STP = Scale = 1:60.0 3x10 ll 2-0-0 8-4-0 ,10.1-12 IB-6-4 26-4-0 , 2 �0 6-0-0 1-112 84-8 7-9-12 Plate Offsets (X Y)— [1:0-1-15,0-1-2] [6:0-5-12,0-2-0) [10:0-3-8 Edge], [11:Edge,0-3-8] [12:0-24,0-2-0], [14:0-1-12,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.22 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.25 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.01 11 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-MSH Attic -0.10 12-14 1028 360 Weight: 199 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-1-13 oc purlins, 7-10: 2x4 SP M 31 except end verticals. BOT CHORD 2x6 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing. 12-14: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 17, 18 WEBS 2x4 SP No.3 REACTIONS. (size) 16=0-8-0, 11=0-3-8 Max Horz 16=-385(LC 10) Max Uplift 16=804(LC 12), 11=560(LC 12) Max Grav 16=1193(LC 21), 11=1057(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1367/667, 3-4=1572/898, 4-5=1204/762, 5-6=284/280, 7-8=254/252, 8-9=1267/815, 9-i0=-1343/685,-M-11=-1189/664 BOT CHORD 15-16=-332/457, ?4-15=-419/1121, 12-14=-364/987, 11-12=176/252 WEBS 2-'16=1431/973, 2-15=-437/852, 3-15=714/383, 3-14=653/667, 4-14=-251/627, 9-12=-44/283, 10-12=-192/976, 5-17=1185/602, 17-18=111841602, 8-18=1310/704 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h 25ft; B=45ft; L=26ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2) 13-0-0 to 19-10-15, Interior(1) 19-10-15 to 26-2-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 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. electronically signed and 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide sealed by Velez, Joaquin, PE will rR between the bottom chord and any other members. using a Digital Signature. 6) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-14 Printed copies of this 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 804 lb uplift at joint 16 and 560 lb uplift at joint 11. document are not considered 8) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Signed and Sealed and the signature must be verified on any electronic copies. JDaqui 4elez PE'No.681lk M]Tek.us'k hlc.FL:CeR-8634 ;69114 Parke East Bivd.Tampa FL.33610 Date: March 24,2020 ®WARNING - VeYdy deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall pt A' 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778751 2238115 B13 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 2410:50:52 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-oBZG2C7SQE_SMVFgDierOMU IKj5_p2hi?gKNREzX14X 13-0-0 , 158-0 , 20.4-0 , 24-11-8 268-0 , 2�r— 640 4-8.0 2-8-0 4-8-0 4-7-81-6-8 3x6 11 3x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-10: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 9=0-8-0, 19=0-B-0 Max Horz 19=393(LC 10) Max Uplift 9=-585(LC 12), 19=834(LC 12) Max Grant 9=972(LC 1), 19=1170(LC 1) 5x8 4x4 = 4 25 5 25 4x8 = 2x4 11 1 1 ST1.5x8 STP = 5x12 = 2x4 II 6x8 = 26-8-0 Scale = 1:62.7 CS1. DEFL. in (loc) Udefi Ud PLATES GRIP TC 0.55 Vert(LL) 0.06 16 >999 240 MT20 2441190 BC 0.33 Vert(CT) -0.07 13-14 >999 180 WB 0.55 Horz(CT) 0.05 9 n/a n/a Matrix-MSH Weight: 190 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 10-12, 15-17 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1354/712, 3-4=-13821850, 4-5=1231/809, 5-6=-138BZ64, 6-7=-1655/914, T-8=1447RY7— 8-9=1223/650 BOT CHORD 18-19=378/454 14-15=2751838, 13-14=562/1188, 12-13=689/1291, 7-12=381/288, 4-15=217/485 WEBS 2-19=1431/1015, 2-18=509/874, 3-18=-307/305, 5-14=245/508, 6-14=657/421, 8-12=666/1258,15-18=438/900,3-15=-348/248 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second-gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS'(directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3--IMIa 13-0-0, Exterior(2) 13-0-0 to 19-10-15, Interior{l) 19-10-15 to 26-6-4 zone; cantilever left exposed ;C-C for members and forces 8 MWFP.S 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 rive load of 20.Opsf on the bottom chord in all -areas where a rectangle 3-6-0 tall by 2-D-0 wide will rd between the bottom chord and any othermembers. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 585 lb uplift at joint 9 and 834 lb uplift at joint 19. This item has been electronically -signed and sealed by Velez, Joaquin, 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. .Joaquin -.Velez PE`No.68182 MIT6USA Inc,FL:Cert;6634.., 6Z 'P.arke,East Blvd; Tampa FL.33810'. Date: March 24,2020 &WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10/03/2015 BEFORE USE. f' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not t©� 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 I� 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 Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22M4. Tampa, FL 36610 Job Truss Truss Type oty Ply T19778752 2238115 B14 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 24 10:50:53 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-GK7eGX84BY7J_fgtnQA4wZ1 Ta7NbYY4sDU4xzhzXl4W 11-M 17-M 2l}4-0 _ 26-4-0 2 6-0 0 2 8 0 6 0 0 0 6-0-0 8 Z O 6x8 = 2-0-0 2-" LOADING (psf) TCLL 20.0 TCDL 10.0 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 LUMBER - TOP CHORD 2x4 SP N0.2 *Except* 4-5: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 12=D-8-0, 8=0-3-8 Max Harz 12=320(LC 10) Max Uplift 12=-829(LC 12), 8=586(LC 12) Max Grav 12=1160(LC 17), 8=1008(LC 18) Scale = 1:52.5 5x8 = 5x6 = 18 19 20 3x4 = ST1.5x8 STP = 3x4 — 3x6 = 3x8 = 6x8 = CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.52 Vert(LL) -0.13 8-9 >999 240 MT20 244/190 BC 0.62 Vert(CT) -0.26 8-9 >999 180 WB 0.35 Horz(CT) 0.03 8 n/a n/a Matrix-MSH Weight: 170 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-1-12 oc bracing. WEBS 1 Row at midpt 4-9, 3-12, 6-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=251/29, 2-3=388/195, 3-4=1267/883, 4-5=-1062/784, 5-6=1275/902, 6-7=-346/270, 7-8=-416/337 BOT CHORD-1-1=12=-489/992; 9-11=-359/912,11-9=-495/829 WEBS 2-12=647/587, 3-11=347/291, 4-11 =1 681464, 5-9=186/478, 6-9=355/334, 3-12=11013/725, 6-8=959/607 NOTES- 1) Unbalanced roof live loads have been considered for this. design. 2) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=9r18,-MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 17-8-0, Exterior(2) 17-8-0 to 21-10-15, Interior(1) 21-10-15 to 26-2-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 1-0.0 psf bottom chord live load-nonconcurrent with any other live loads. 5) ' This truss has been -designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 829 Ib uplift at joint 12 and 586 lb uplift at joint 8. &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 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 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/TP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. This item has been electronically signed and sealed by Velez, Joaquin, 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. JoaquihVelez PE"N6.68182 MlTek;USA,Ir/c Ft:Cert8634 6904 Parke East Bivd.Tampa FL 33810 :Date; March 24,2020 MOW 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City,Ply T19778753 2236115 615 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 24 10:50:54 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-kVVnl Tt9jysFAboP3L7hJTnZblXhNHtZ7SBpUV7zX14V 2-40 i 8-4-0 i 11. V 112-7-4 i 17-8-0 24-11-8 i 26.1-0 i 211 60-0 r 2-SO 1-7-4 5-0-12 7-3-8 1-8-8 6x8 = 3x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017(TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 7-10: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 9=0-8-0, 18=0-8-0 Max Horz 18=328(LC 10) Max Uplift 9=582(LC 12), 18=830(LC 12) Max Grav 9=977(LC 1), 18=1176(LC 1) 4xB = 3x4 = 46 5 2425 26 6 5x8 = 2x4 II ST1.5x8 STP = 2x4 II 6x8 = 26-8-0 Scale = 1:56.4 CSI. DEFL. in (loc) Vdefi Lld PLATES GRIP TC 0.75 Vert(LL) -0.11 17-18 >999 240 MT20 2441190 BC 0.71 Vert(CT) -0.22 17-18 >999 180 WB 0.84 Horz(CT) 0.07 9 n/a n/a Matrix-MSH Weight: 183 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 14-16 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 3-18 FORCES. (Ib)- Max. Comp./Max. Ten. -All forces250 (lb) or less except when shown. TOP CHORD 1-2=-252/31, 2-3=386/188, 3-4=1305/883, 4-5=-1232886, 5-6=1247/869, 6-7=1351/866, 7-8=1447/842, 8-9=11061620 BOT CHORD 17-18=478/951, 5-14=265/299, 13-14=-450/1003, 12-13=941/1356, 7-12=436/416 WEBS 2-18=-643/581, 3-17=364/325, 14-17=319/1021, 4-14=-487/683, 6-13=-49/338, 7-13=747/537, 8-12=-839/1404, 3-1 8=1 0121735 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=4511; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2) 11-D-0 to 15-2-15, Interior(1) 15-2-15 to 17-8-0, Exterior(2) 17-M to 21-10-15, Interior(1) 21-10-15 to 26-6-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the'bottom chord in all areas where a rectangle 3-6-0 tailty 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding582 lb uplift at joint 9 and 830 lb uplift at joint 1 S. 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 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 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 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin;Vele;PE No:68132' MiT&:lJSA I9c FL Cart8834. 68D4P.arke East Blvd.'Tampa FL.3381T Date;. March 24,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778754 2238115 B16 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:50:55 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-CjFPhD9Lj9N1 Dy_FvgCY?_61kx6LORhBhoZl2ZzX14U 24-0 9-0-0 144-0 19-M i 264-0 22 1 6-8-0 54-0 54-0 6-B-0 Scale = 1:46.8 5x8 = 6x12 MT20HS 2x4 II 3 18 1920 4 21 5 3x4 = ST1.5x8 STP = 4x4 = 3x8 = 3x6 = 4x4 = 3x6 11 3x6 II Plate Offsets (X,Y)- [1:0-0-7,0-0-21,[3:D-5-12,0-2-01,[5:0-8-8,0-1-121,[6:0-3-8,Edge1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.05 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.11 7-8 >999 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 156 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins, 5-6: 2x4 SP No.t except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 7=0-3-8 Max Horz 12=256(LC 10) Max Uplift 12=-829(LC 12), 7=586(1_C 12) Max Grav 12=1150(LC 1), 7=945(LC 1) FORCES. (lb:) -Max. Comp./Max. Ten. -All forces.250 (lb) or less except when shown. TOP CHORD- 2-3=-1084/752, 3-4=-1136/926, 4-5=1136/926, 5-6=1072/775, 6-7=-1010/744 BOT CHORD 11-12=250/373, 10-11=440/822, 8-10= 450/766 WEBS 2-12=1266/1088, 2-1-1=-437/72T, 3-10=-250/348, 4-10=351/395, 5-10=249/340, 6-8=-353/688 NOTES- 1) Unbalanced -roof -live loads have been_considered_forthis design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust). Vasd=lS2mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat II; Exp C;-Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-D-0 to 3-0-0,.Interior(1) 3-0-0 to 9-0-0, Exterior(2) 9-0-0 to 13-2-16, Interior(1) 13-2 15-to 19-8-0,-Exterior(2) 19-8-0 to 23-10-15, Interior(l) 23-10-15 to 26-2-4 zone; cantilever left exposed ;C-C for members and -forces & MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent -water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed -for a 10.0 psf hnttom 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 829 lb uplift at joint 12 and 586 lb uplift at joint 7. This item has been electronically signed and sealed by Velez, Joaquin, 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. ,Joaquih.Velez PE No.68182 MiTek;t!$A Inc: FL Geri 8634 6904'Parke East Blvd. Tampa FL:33610' Dates, March 24,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev, 1010312015 BEFORE USE. Design valid for use only with Mi rek& 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 i 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, DSB49 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 T19778755 2236115 617 Hip 1 1 Job Reference (optional) Builders FirstSouroe (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 24 10:50:56 2020 Page 1 ID:nMYxFCYd Hw2DaDkcr6JB RgzZEro-gvonuZAzUTV ur6ZRSYjnYCewl KROlu2lvS I baOzX14T 2-4-0 9-0-0 12-7-4 , 19-8-0 2411-8 Zi-8-0 ' 2-4-0 6&0 3-7-4 7-0-12 5-38 1-8-8 ST1.5x8 STP = 3x4 = 3x6 I I 4x8 = 3x4 11 4 23 24 25 48 = 2x4 II 4x8 = ST1.5x8 STP = 2x4 11 6x8 = Scale = 1:50.6 LOADING (psf) SPACING- 2-G-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.08 14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.16 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-MSH Weight 165 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-1 oc pur ins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 4-15,6-9: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 13-15, 9-11 REACTIONS. (size) 8=0-8-0, 17=0-8-0 Max Horz 17=262(1_C 10) Max Uplift 8=582(LC 12), 17=830(LC 12) Max Grav 8=977(LC 1), 17=1176(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=11221754, 3-4=-1336/1018, 4-5=135711043, 5-6=1342/937, 6-7=-1277/818, 7-8=-1044/668 BOT CHORD 16-17=251/380, 4-13=383/433, 12-13=541/982, 11-12=790f1228, 6-11=362/330 WEBS 2-17=1293/1092, 2-16=-429/746, 3-16=-277/266, 13-16=344/851, 3-13=-447/693, 5-13=213/335, 5-12=0/288, 6-12=359/272, 7-11=733/1155 NOTES- 1) Unbalanced roof live loads have been-consideredforthisdesign- -2) '.,And: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. It-, Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 19-8-0, Exterior(2) 19-8-0 to 23-10-15, Interior(1) 23-10-15 to 26-6-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 582 lb uplift at joint 8 and 830 lb uplift at joint 17. This item has-been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies-ofthis document are not considered signed and sealed and the signature must be verified on..any_electronic copies. ,Joaquin'-Velez•P0 o:68f82` MTek�.USA Inc FL Gert 8634:_. 6904`P0jceEastBlvd::Tampa FL 33610' Qate:, March 24,2020 AwARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.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 r�� pp �« building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI� lT e�• 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 ANSl1TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sufte 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778756 2238115 B18 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:50:58 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6J B R9zZEro-dlwXJFCD?41c4Qi gazl FddkF987RDgubN m nieuzXl4R �-0 7-0-0 11-11-4 i 16-8-12 _ 21-8-b 26-8-0 22.Z 448-0 4-11-4 4-9-8 4-11-4 '_M 4x8 = 2x4 II 3x4 = 5x8 = 3 17 18 4 19 20 21 22 23 5 24 25 6 3x4 = ST1.5x8 STP = 3x4 = 3x10 II 7-0-0 3x8 = 4x6 = 3x4 = 4x4 = Scale = 1:46.3 ST1.5x8 STP = 3x10 11 LOADING (psro SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.16 10-12 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.14 10-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(CT) -0.03 8 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix-MSH Weight: 177 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins, 3-6: 2x4 SP No.1 except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 14=0-8-0, 8=0-8-0 Max Ho¢ 14=195(LC 6) Max Uplift 14=-1836(LC 8), 8=1575(LC 8) Max Grav 14=1853(LC 39), 8=1700(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1920/1846, 3-4=2340/2443, 4-5=2340/2443, 5-6=2361/24711, 6-7=1986/1911, 7-8=1644/1587 BOT CHORD 13-14-238/276, 12-13=-1468/1.614r 10-12=231972398, 9-10=1481/1593 WEBS 2-14=1746/1769, 2-13=1487/1600, 3-13=279/402; 3-12=1168/1162, 4-1r-54IW777, 5-10=551/758, 6-10=1152/1108, 6-9=218/349, 7-9=150311600 NOTES - I) Unbalanced roof live loads have -been considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; ML=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=27ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1:60-plate grip DOL=1.60 3) Provide adequate drainage to prevent -water ponding. 4) This truss has been designed for a 10.0-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 a8 areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. 6) -Provide mechanical connection (by others) of truss -to bearing plate capable of withstanding-1836 lb upliftatjoint 14 and 1575 lb electronically signed and uplift at joint 8. sealed by Velez, Joaquin, PE 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated -loads) 435 lb down and 478 lb up at using a Digital Signature. 7-0-0, 210 lb down and 222 lb up at 9-0-12, 210 lb down and 222 lb up at 11-0-12, 192 lb down and 222 lb up at 13-0-12, 199 lb Printed copies of this p down and 222 lb up at 14-4-0, 210 lb down and 222 lb up at 15-7-4,210 lb down and 222 lb up at 17-7-4, and 210 lb down and 222 lb up at 19-7-4, and 435 lb down and 478 lb up at 21-8-0 on top chord, and 206 lb down and 151 lb up at 7-0-0, 57 lb down and 37 document are not considered lb up at 9-0-12, 57 lb down and 37 lb up at 11-0-12, 57 lb down and 37 lb up at 13-0-12, 571b down and 37 lb up at 14-4-0, 57 lb signed and sealed and the down and 37 lb up at 15-7-4, 57 lb down and 37 lb up at 17-7-4, and 57 lb down and 37 lb up at 19-7-4, and 206 lb down and 151 signature must be verified lb up at 21-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. On any 21eCtfOrlic copies. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Joaquin Velez PE No.98182 LOAD CASE(S) Standard MtTek U8A Ipa FL.' 8834 .. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 8904,Parke EastBivd Tampa FL:3361T ::Date: March 24,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® 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 MiTak' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fatmeation, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Qualify 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 T19778756 2238115 B18 Hip Girder 1 1 Job Reference (optional) Builders 1-irstbource (Plant laity, FL), Plant t;lty, FL - 33bbr, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:50:58 2020 Page 2 ID:nMYxFCYdHw2DaDkcr6JB R9zZEro-dIwXJFCD?4lc4Qi gazlFddkF987 RDgubN mnieuzXl4R LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=60, 3-6=60, 6-7=60, 1-8=20 Concentrated Loads (Ib) Vert: 3=102(F) 6=102(F) 13=36(F) 9=36(F) 17=-46(F) 18=46(F) 20=-46(F) 22=-46(1`) 23=-46(F) 24=-46(F) 25=-46(F) 26=12(F) 27=12(F) 28=12(F) 29=12(F) 30=12(1`) 31=12(F) 32=12(F) WARNING - Verdy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. 1010312015 BEFORE USE. ` Design valid for use only with M7ek® 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 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 ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 218 N. Lee Street, Suhe 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778757 2238115 B19 Hip Girder 1 n L Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MITek Industries, Inc. Tue Mar 24 10:51:012020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-1 tcgxH E61?7BxtRPF5JyFFMpELAZQAgl3kOMFDzX140 2-0-0 12-7-4 17-0-12 i 21-8-0 i 24-11-8 i 26-4-o 1 28-6-0 , 2-4-0 57-4 4S8 4-7-4 33-8 1-0-8 2-4-0 4x8 = 2x4 11 3x4 = 27 28 4 29 30 31 32 5 33 34 4x8 = Scale = 1:49.4 20 19 __ __ 16 __ _. _... 1211 10 ST1.5x8 STP = 4x8 = 2x4 11 ST1.5x8 STP = 3x4 = 3x4 = 412 = 3x6 11 x2x4 I I Sx6 = 26-4-0 i 2-0-0 2.4-0 7-0-0 12-74 1131 -0 17-0-17�2 21-83-0-0 0 24-8-0 24�1 y8 2fr8A 28-80 i 5-74 1-1-12 3312 4-14_8 0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 TCDL 10.0 Lumber DOL 1.25 BC 0.36 BCLL 0.0 Rep Stress Incr NO WB 0.31 BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-18,7-11: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 20=0-8-0, 10=0-8-0 Max Horz 20=-233(LC 6) Max Uplift 20=-1808(LC 8), 10=1676(LC 8) Max Grav 20=1860(LC 39), 10=1868(LC 38) DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.14 17 >999 240 MT20 244/190 Vert(CT) 0.12 17 >999 180 Horz(CT) -0.06 10 n/a n/a Weight: 343 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 11-13 10-0-0 oc bracing: 16-1B FORCES- (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1879/1761, 3-4=2981/2943, 4-5=2999/2950; 5-6=2870/2847, 6-7=2338/2220, T- 1606/1442 BOT CHORD 19-20=-245/260,4-16=-586/820,15-16=-2650/2953;14-15=-1681/1950, 13-14=1117/1363, 7-1Z=-756/-766 WEBS 2-20=1807/1779, 2-19=1480/1646, 3-19=-506/634, 16-19=1267/1461, 3-16=1679/1755, 5-15=-5911761, 6-15=1250/_1294, 7-114=672/671, 10-1.3=295/312, 8-13=1346/1562, 8-'10=1614/1430 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--9-0 oc. Bottom chords connected as follows: 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; VuR=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 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 180E lb uplift at joint 20 and 1676 lb uplift at joint 10. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 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 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 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin velaz,PE k68182 MITeKIUSA, flit FL Gert 8684 6tiDiFia ii East 6d.Tampa FL.,.33610 Date: March 24,2020 MITek* 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Ply �Qty T19778757 2238115 619 Hip Girder 1 Job Reference (optional) ttudoers rlrstbOurce (Plant city, FL), I'lant city, FL - 33b6Y, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:51:01 2020 Page 2 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-1 tcgxHE61?7BxlRPF5JyFFMpELAZOAg13kOMFDzX140 NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 435 lb down and 479 lb up at 7-0-0, 207 lb down and 222 lb up at 9-0-12, 207 lb down and 222 lb up at 11-0-12, 192 lb down and 222 lb up at 13-0-12, 191 lb down and 219 lb up at 14-4-0, 191 lb down and 219 lb up at 15-74, 206 lb down and 219 lb up at 17-7-4, and 206 lb down and 219 lb up at 19-74, and 450 lb down and 513 lb up at 21-8-0 on top chord, and 206 lb down and 151 lb up at 7-0-0, 57 lb down and 37 lb up at 9-0-12, 57 lb down and 37 lb up at 11-0-12, 57 lb down and 37 lb up at 13-0-12, 64 lb down and 37 lb up at 14-4-0, 64 lb down and 37 lb up at 15-74, 64 lb down and 37 lb up at 17-7-4, and 64 lb down and 37 lb up at 19-7-4, and 194 Ib down and 128 lb up at 21-7-4 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: 1-3=60, 3-6=60, 6-9=60, 18-21=20, 17-18=20, 13-16=20, 11-12=20, 11-24=20 Concentrated Loads (lb) Vert: 3=102(B) 6=93(B) 19=36(B) 14=13(B) 27=-46(B) 28=-46(B) 29=-46(B) 30=-48(B) 31=-48(B) 33=48(B) 34=48(B) 35=12(B) 36=12(B) 37=12(B) 39=-16(B) 40=16(B) 41=16(B) 42=16(B) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111•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 t� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ItlliTek• 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 ANSUTPI1 Quality Criteria, DSB-89 and SCSI Building Component Blvd. e East Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, 69D4 Parkrk East Job Truss Truss Type Qty Ply T19778758 2238115 CA Jack -Open 12 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 Mi-rek Industries, Inc. Tue Mar 2410:51:02 2020 Page 1 I D: nMYxFCYdHw2DaDkcr6J B R9zZEro-V3A29cFk3J F2Z1 ObpogBoTu7glbA9hiA101vnfZX14N 0.11-4 0.11-4 2x4 = 0 Scale = 1:7.8 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 6 n/r 120 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 2=Mechanical, 3=Mechanical Max Horz 2=51(LC 1), 3=62(1_C 17) Max Uplift 2=-46(LC 12) Max Grav 2=82(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 3 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all -areas where -a -rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46-Ib-uplift at joint 2. This item has-been electronically signed and sealed by Velez, Joaquin, 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. Joaquin Velez PE Np.66162 MiT.&USA Inc;FLCert8634 6904`P.arke East t31yd. Tampa FL:33610 Date; March";24,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PA GE 111I1.7473 rev. 1010312015 BEFORE USE. �' Design valid for use only with MTek& connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall rp{ qq T building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IYI) le •' 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 ANSITP11 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, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778759 2238115 CJ1E Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2x4 = 0-11-4 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 2410:51:02 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-V3A29cFk3JF2Z10bpogBoTu7glbA9h AIOlvnfzXl4N 0 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 6 n/r 120 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 2=Mechanical, 3=Mechanical Max Horz 2=51(LC 1), 3=62(1_C 17) Max Uplift 2=-46(LC 12) Max Grav 2=82(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.8 PLATES GRIP MT20 2441190 Weight: 3 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; CaL II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 -2) This truss has been designed for a 10.0-psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss -has-been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall -by 2-&-awide- will fit between the bottom chord and any other members. 4) Refer to girder(s)-for truss in in as connections- 5) Provide mechanical connection (by -others) ofluIs6Yo-bearing plate capable of withstanding 461b-uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquinyelez PE'N6.68182 MiTel(:USA Inc. FL Cert 8634 6904;P.arke East 6i4d.`Tampa,F1:33610: 4ate March 24,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. f` Design valid for use only with Mi-rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not L©y 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 iviiTek` 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. inavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19776760 2238115 CJ3 Jack -Open 12 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:51:03 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-zFjQMyGMgdNuABboN WLQKgRFA9rxu6TKW2VSK6zX14M 24-0 2-11-4 24-0 0-7-4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rrPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 3x6 11 ST1.5x8 STP = i 2-0-0 i 2-11-4 i 2-0-0 0-11-0 CSI. DEFL. in (loc) I/deft Ud TC 0.26 Vert(LL) -0.00 5 >999 240 BC 0.37 Vert(CT) 0.00 5 >999 180 WB 0.16 Horz(CT) 0.04 3 n/a n/a Matrix -MP REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=134(LC 12) Max Uplift 3=165(LC 1), 4=216(LC 1), 5=-486(LC 12) Max Grav 3=94(LC 12), 4=136(LC 12), 5=610(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=307/537 Scale = 1:14.6 PLATES GRIP MT20 244/190 Weight: 12 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional)and C-C Exterior(2) zone; cantilever left 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 165 lb uplift at joint 3, 216 lb uplift at joint 4 and 486 lb uplift at joint 5. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin Velez'PE Nc.68187 MlTeIi;USA Inc. FL Vert 8834 , 69D4 P..arke East Blvd: Tampa PC;33610' Date. March 24,2020 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 property incorporate this design into the overall rp{ /�� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing lYI� Ig Pik' 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sute 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778761 2238115 CJ3E Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:51:04 2020 Page 1 I D: nMYxFCYd Hw2DaD kcr6JB R9zZEro-RSHpalG_bwV IoLA_wDsftu_PbZApdZLTliEOsYzX14L 2-4-0 2-11-4 2.4-0 0-7-4 5 ST1.5x8 STP = II 2- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.00 5 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.04 3 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=185(LC 12) Max Uplift 3=165(1_C 1), 4=216(1_C 1), 5=-593(LC 12) Max Grav 3=108(LC 12), 4=153(LC 12), 5=62D(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except -when shown. WEBS 2-5=385/615 Scale = 1:14.6 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust)-Vasd=132mph; TCDL=4-,2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (directional) -and C-C-Extedor(2)zone; cantilever left 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 nonconcurrentwAh-any other live toads. 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 165 lb uplift at joint 3, 216 lb uplift at joint 4 and 593 lb uplift at joint 5. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquih`:Velez PE"N6.68182' MIT&USA,Ine FI .Cert6634 , fi9D4parke,East Blvd: 7arnpa:Fl.;33610`: °Date; March 24,2020 ®wARN1NG - 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 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 ANSUTPl1 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 T1977B762 2238115 CJ5 Jack -Open 10 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 2410:51:05 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-verBneHcMEdcQVIAUxNuP5Wb6zZSM1Xd M ZQ 7X14K 2-4-0 4-11-4 2-4-0 2-74 Scale = 1:21.2 ST1.5x8 STP = 2-0-0 2x4 II 4-114 2-0 0 2-11.4 Plate Offsets (X Y)— 11:0-4-7 0-0-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.06 3 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=228(LC 12) Max Uplift 3=108(LC 12), 4=20(LC 9), 5=247(1_C 12) Max Grav 3=77(LC 17), 4=43(LC 10), 5=374(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=322/237 BOT CHORD 1-5=250/316 WEBS 2-5=317/415 ND'rPS= 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp_C;_Encl., GCpi=0.18; MWFRS (directional) and C-C-Exterior(2) G-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-10-8 zone; cantilever left _exposed ;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-cther members. 4) Refer to girder(s) for truss to -truss connections. -5)_P_mAde mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 3, 20 lb uplift at joint 4 and 247 lb uplift at joint 5. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin 4*elez,PE'No.88183 M1T4vSA, InctFCCert:6834 , 69040arke EasitBlvd. Tampa FL.33610' Date: March 24,2020 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIA7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p� //g� building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Ily�l yT ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII 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, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778763 2238115 CJ5E Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:51:05 2020 Page 1 ID: nMYxFCYd Hw2DaDkcr6J B R9zZEro-verBneHcM EdcQV IAUxN u P5WbwzZFM07d_M_ZO_zX14K 24-0 4-11-4 24-0 2-74 Scale = 1:21.2 ST1.5x8 STP = 2-0-0 2x4 II 4-11-4 29 2-114 Plate Offsets (X,Y)— [1:04-7 0-0-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.01 4-5 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.08 3 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-114 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-7-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=314(LC 12) Max Uplift 3=158(LC 12), 4=32(LC 9), 5=-314(LC 12) Max Grav 3=125(LC 10), 4=56(LC 10), 5=381(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=397/310 BOT CHORD 1-5=336/402 WEBS 2-5=404/501 NOTES- 1) Wind: ASCE 7-10; Vu@=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-10-8 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss bas been designed for a10.0 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 158 lb uplift at joint 3, 32 lb uplift at joint 4 and 3-14 lb uplift at joint 5. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies_ofthis document are not considered signed and sealed and the signature must be verified on any electronic copies. ,Joaquin Velez,PE"No,68182 Mrrak'USA fnc FLCeri$634 6904 Parke East Btvd.'Tampa FL13361 T. :.Dates March 24,2020 ,&WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M114473 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 q 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 ANSI?PII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety/nformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply T19778764 2238115 CJ5T Jack -Partial 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:51:06 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-OgPZ IE7YIT1eKM2eu7yJ3m8MvZ5UomDOj7wQZX14J 2-4-0 4-11.4 2-4-0 2-7-4 Scale = 1:21.2 ST1.5x8 STP = 2x4 II Plate Offsets (X,Y)— [1:04-7,0-0-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.01 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.01 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.05 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-114 oc puriins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-7: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 9=0-8-0 Max Horz 9=228(LC 12) Max Uplift 3=107(LC 12), 4=16(LC 9), 9=234(LC 12) Max Grav 3=78(LC 17), 4=55(LC 10), 9=396(LC 1) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=321/238 BOT CHORD 1-9=250/316 WEBS 8-9=-387/375; 2-8=321/412 NOTES- 1) Wind: ASCE7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4:2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp-C; Encl., GCpi=0.18; fA WFRS (directional) and_GC-ExterknIA 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-10-8 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; -Lumber DOL=1.60 plate grip D.OL=1.60 2) This truss has been designed -fora 10.0 psf bottom chord -live -load nonconcurrent with any other live -loads. 3) ' This truss has been -designed !or a live load of 20.Opsf on the bottomchordin all areas where-arrectangle 3-6-0 tall by 2-0-0 wide will fit betweefrthe bottom chord and any other members. 4) Referto girder(s) for truss to truss connections.. 5) Provide-miechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 3, 16 lb uplift at joint 4 and 234lb uplift arjoint 9. This item has been electronically signed and sealed by Velez, Joaquin, 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. JoagijimVelez PE No.681k: M[Tsk U3A, Ina. Fli Cert 6634 , ,6994 Parke East Blvd: Tampa FL.33610_ Date: March 24,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 10/03/2015 BEFORE USE. Design valid for use ontywith Mi rek® 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/TP/1 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, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778765 2238115 D01 Monopitch 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:51:07 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-sl zxCKJsurtKfouZcMQMU Wcmom3XgkHvRgTgTtzX141 -2' 2 4-7-4 F-2-0-12 4-74 2x4 II 4 Scale = 1:47.0 7 5 ST1.5x8 STP = ST1.5x8 STP = 3x8 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). -7 4-7-0 6-11-0 -7 49 4 4 0 Plate Offsets (X Y)— [2:0-2-14,0-2-0] [7:0-7-1 Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L1d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.25 6-7 >403 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.23 6-7 >449 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) -0.18 8 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 70 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied. 4-8: 2x6 SP No.2, 2-7: 2x4 SP No.2 REACTIONS. (size) 7=0-7-4, 8=0-7-4 Max Horz 7=630(LC 12) Max Uplift 7=-465(LC 12), 8=591(LC 12) Max Grav 7=492(LC 1), 8=325(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=113311590, 5-8=-426/1035, 2-7=728/970 BOTCHORD 6-7=643/775,v6=1-744/1650 WEBS 3-5=1764/2244 NOTES- 1) Wind: ASCE 7-10; Vult=170mph-(3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C,, Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-12 to 0-11-4, Interior(1) D-11-4 to 8-8-8 zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has=been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of20.0psf on the bottom chord in all areas where a rectangle 3-&-O'tall by 2-0-0 wide will fit between the bottom chord and arty other members. 4) Bearing at joint(s) 7, 8 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify This item has been capacity oll'bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 465 lb uplift at joint 7 and 591 lb uplift at electronically signed and joint B. sealed by Velez, Joaquin, 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. ,JoaquinVeleiPE. N6.68182' MiTek.UBA, Inc FL Cart 8834: 8*i4 P..arke East 9Q Tampa FL43610`. !'.Date:• March 24,2020 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 1010312015 BEFORE USE. sot 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 fabdcation, 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. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty P7Job T19778766 2238115 D02 Half Hip 1 Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33557. 8.240 s Mar 9 2020 Mi rek Industries, Inc. Tue Mar 2410:51:08 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-KDXJPgJVf9?BHyTl93xb1 kBxZAQuZDS3gKCD?JzX14H -2112 , 4-7-4 7-7-4 8-114 2-0-12 4-7-4 3-0-0 1-0-0 6x8 = 2x4 11 9 ST1.5x8 STP = 3x6 0 6 ST1.5x8 STP = 3x8 —_ VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except' 5-9: 2x6 SP No.2, 2-8: 2x4 SP No.2 Q-7� 4 74 B-11-4 7-4 4 0 0 44-0 CSI. DEFL. in floc) I/defl L/d TC 0.92 Vert(LL) 0.25 7-8 >419 240 BC 0.96 Vert(CT) 0.22 7-8 >464 180 WB 0.82 Horz(CT) -0.15 9 n/a n/a Matrix -MP Scale = 1:43.3 I� a PLATES GRIP MT20 244/190 Weight: 74 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size) 8=0-7-4, 9=0-7-4 Max Horz 8=580(LC 12) Max Uplift 8=503(LC 12), 9=553(LC 12) Max Grav 8=492(LC 1), 9=325(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown: TOP CHORD 2-3=-1111/1696, 3-4=1430/1960, 6-9=342/1056, 2-8=731/978 BOT-CHORD 7-8=584/713 WEBS 3-7=-653/452, 2-7=1213/1039, 4-7=2292/1630, 4-6=-524/742 NOTES- 1) Unbalanced roof live -loads have been -considered for this design. 2) Wind; ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TC1:)L=4.2psf; BCDL-=6:0psf; h=25ft; B=45ft;-L=_24ft; eave=4ft; Cat. II; Exp-C; End., GCpi=0.18; MWFRS.(Airectional)-and C-C Extedor(2)-2-0-12 to 0-11-4, Interior(1) 0-11-4-to 7-7-4, Exterior(2) 7-7-4 to 8-8-8 zone; end vertical left exposed; porch 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-of20.0psf on the -bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. This item has been 6) Bearing at joint(s) 8, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify .electronically Signed and capacity of bearing surface. sealed by Velez, Joaquin, PE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 503 lb uplift at joint 8 and 553 lb uplift at using a Digital Signature. , joint 9. Printed copies of this document are not considered signed and sealed and the signature must be verified on. any.electronic,copies. JoaquinVetei PE No.88182' MiTWUSA Inc. FL Cert 6834 , 6904'P,arke EastBtvd:Tampa FL:33610` Date:. March 24,2020 WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIW7473 rev. 1010312015 BEFORE USE. k 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 �iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, 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 T19776767 2238115 D03 Half Hip 1 1 Job Reference (Optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 2410:51:09 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZErooP5idOK7QT82v62xjnSgaxhBQarwljxCv ynXlzX14G -2-0-12 4-7-4 , 5-7-4 , 9-2-8 2 0-12 4-7-4 1-0-o 3-7-4 6x8 = 4 11 3x6 = 8 ST1.5x8 STP = 2x4 11 ST1.5x8 STP = 4x6 = Scale = 1:33.6 p-7� , 4-74 8-7-0 -2� , -7-4 4 0 0 4-0-0 J Plate Offsets (X,Y)— [2:0-3-8,Edge), [4:0-5-8,0-1-121, [8:0-5-8,0-0-2) LOADING (psq SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.15 7-8 >703 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) 0.14 7-8 >785 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) -0.12 6 n/a , n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 67 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-7 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 `Except* BOT CHORD Rigid ceiling directly applied or 5-6-14 oc bracing. 5-6: 2x6 SP No.2, 2-8: 2x4 SP No.2 REACTIONS. (size) 6=0-7-4, 8=0-7-4 Max Horz 8=478(LC 12) Max Uplift 6=516(LC 9), 8=578(LC 12) Max Grav 6=337(LC 1), 8=502(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23= 940/1999, 3-0=1185/2186, 2-8=672/1039 BOT CHORD 7-8=613/556, 6-7=6827520 WEBS 3-7=-524/323r4-7=2288/1263, 2-7=1225/644, 4-6=582/121-1 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-10; Vult=f7,0biph (3-second gust) Vasd=137mph;TCDL=42psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-12 to 0-11-4, Interior(1) 0-11-4 to 5-7-4, Exterior(2) 5-7-4 to-8; 11-12 zone; end vertical left -exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=t60 plate gripDOL=1.60. 3) Provideadequate drainage to preventwater ponding. 4) This truss has-been des¢,7nedfor 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. This item has been 6) Bearing at joint(s) 6, 8 considers parallel "rain value using ANSI/TPI 1 angle -to grain formula. Building designer should verify electronically signed and rapacity of bearing surface. sealed by Velez, Joaquin, PE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 516 lb uplift atjoint 6 and 578 lb uplift at using a Digital Signature. joint 8. Printed copies of this document are not considered signed and sealed and the signature must be verified on. any, electronic, copies. Joaquin:Velei PE No:681131 MITek USA, Inc FL`:Cert 6634: fi984,Parke East Blvd: Tampa.FL;33610 ; Date:. March 24,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with M7ek® 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 oftrusses and truss systems, see ANSIITPl1 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 T19778768 2238115 D04 Roof Special 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:51:09 2020 Page 1 ID: nMYxFCYdHw2DaDkcr6J B R9zZEro-oP5idOK7QT82v62xj n Sgaxh8basC I kN CvynXlzxl4G -2--12 4-7-4 9-2-8 2 012 4-7-4 4-7-4 4x4 = r 3x6 = ST1.5x8 STP = ST1.5x8 STP = 3x6 = ,0-7-4 , 4-7-4 B-7.4 ,9-2-8 , 0-7' 4-0-0 4-D-0 0-7-0 Scale = 1:29.9 LOADING (pall) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.15 6-7 >712 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.13 6-7 >810 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) -0.12 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 55 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or B-6-15 oc bracing. 2-7,4-5: 2x4 SP No.2 REACTIONS. (size) 7=0-7-4, 5=0-7-4 Max Horz 7=287(LC 11) Max Uplift 7=673(LC 12), 5=418(LC 12) Max Grav 7=506(LC 1), 5=340(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=864/1651, 3-4=855/1647, 2-7=659/880, 4-5=-430/710 BOT CHORD 6-7=-296/347 WEBS 3-6=-1501/624, 2-6=949/674, 4-6=1041/620 NOTES- 1) Unbalanced roof live loads -have been considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf;-BCDL=6.Qpsf; h=25ft; B=45ft; L=241,t; eave=oft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-12 to 0-11-4, Interior(1) 0-114-to 4-7-4, Exterior(2) 4-7-4 to 7-7-4, Interior(1) 7-7-4 to 9-U-12zone; end vertical left and right exposed; porch 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall -by 2-0-0 wide will fit between the bottom chord and any -other members. 5) Bearing atjoint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify This item has been capacity of bearing surface. electronicafly signed and 6) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 673 lb uplift at joint 7 and 418 lb uplift at sealed by Velez, Joaquin, PE joints. 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. .Joaquin -,Velez PE'No.68182 MITek`usA In`E k ceit 8634 , 6984Parke East BIYd. Tampa FL;33610' '.Date: March 24,2020 AWARNING - 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 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 property incorporate this design into the overall i building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSLTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Streel, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T197713769 2238115 D05 Roof Special 1 1 Job Reference (optional) Builders FirstSourcel(Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 24 10:51:10 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-Gbf4gLLIBmGvWGd8HUz369EJL_A41 GUM7ehK3Czx14F -2-0-12 4-74 9-2-8 11-34 2.0-12 4-7-4 4-7-4 2-0-12 4x4 = Scale = 1:31.0 8 ST1.5x8 STP = ST1.5x8 STP = 3x6 = 3x6 = B-7-4 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL . 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rTP12014 CSI. TC 0.77 BC 0.59 WB 0.24 Matrix-SH DEFL. in (loc) Udefl Ud Vert(LL) 0.14 6-7 >770 240 Vert(CT) 0.12 6-7 >890 180 Horz(CT) 0.09 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 59 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 `Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-8,4-6: 2x4 SP No.2 REACTIONS. (size) 8=0-7-4, 6=0-7-4 Max Horz 8=308(LC 10) Max Uplift 8=-658(LC 12), 6=653(1_C 12) Max Grav, 8=493(LC 1), 6=486(LC 1) FORCES. (lb) - Max. Camp./Max. Ten. - All -forces 250 (Ib) or less except when shown. TOFrCHORD 2-3=1127/985; 3-4=1092/994, 2-8=73lf778, 4-6=-517/858 BOT CHORD. 7-8=316/416, 6-7=20/471 WEBS 3-7=819/816, 2-7=355/7.70, 4-7=-46DT43 NOTES- 1) Unbalanced -roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf BCDL=6.Opsf h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C;EncL, GCpi=0.18; MWFRS (directional) and C-C Exteriof(2)-2-0-12 to 0-11-4, Interior(1) 0-11-4 to 4-7-4, Exterior(2) 4-7-4 to 7-7-4-, Intefior(1) 7-74 to 11-3-4 zone; end vertical left and -right exposed; porch left -and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60-plate grip DQL=1.60 3) This truss has been designed for a 10.0 psf-bottorn 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 chorci_inaltareas where a rectangle-3-6-0 tall by 2-0-0 wide will fit between the bottom chord -and any other members. 5) Bearing atjoint(s) 8, 6 considers parallel to gral"alue using ANSI/TPI 1 angle to grain formula. Building designer should -verify This item has been rapacity of bearing surface. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 658 Ito uplift at joint 8 and 653 Ito uplift at sealed by Velez, Joaquin, PE joint 6. 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. .Joaquin'Velez,PE Nb.68182' MITek;USA Ire FL:Gertn6814, . 6904'Parke East Blvd. -Tampa FL;336W Date: March 24,2020 ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p� 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?Plf 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 T19778770 2238115 E01 Common Girder 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:51:12 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-C_mgF1 M?iO WdmZnWOv?XBaJfwnvbV3cfbyARB4zX14D 24-0 7-1-12 13-8-0 1t -4 2V 4-9-12 r�4 3-3-0 4x4 = ST1.5x8 STP = 7x8 = 5x6 — 7x8 = ST1.5x8 STP = 3x4 = 3x10 II 3x10 II Scale = 1:58.0 Plate Offsets (X,Y)— [3:0-3-0,0-3-01, [7:0-4-0,044), [9:0-3-8,04-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.14 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.15 7-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-MSH Weight: 262 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 10=0-8-0, 6=0-74 Max Horz 10=493(LC 8) Max Uplift 10=-3539(LC 8), 6=2662(LC 8) Max Grav 10=5609(LC 1), 6=3694(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less -except when shown. TOP CHORD 1-2=856/638, 2-3=4057/2601, 3-4=1646/1106, 4-5=1568/1154, 5-6=-3756/270B BOT CHORD 1-10=510/675, 9-10=-849/789, 7-9=2425/3288 WEBS 2-10=-2755/1838, 2-9=-1676/2802, 3-9=1644/2552, 3-7=2510/1896, 4-7=1062/1446, 5r7=-2195/311101 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at G-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 cc. 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. This item has been II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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. 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-U-0 wide sealed -by Velez, Joaquin, 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 3539 lb -uplift at joint 10 and 2662 lb printed�o les of this P uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1555 lb down and 998 lb up at document are not considered 2-8-12, 1555 lb down and 1004 lb up at 4-8-12, 982 lb down and 639 lb up at 6-8-12, 959 lb down and 681 lb up at 8-8-12, 985 lb signed and sealed and the down and 676 lb up at 10-8-12, and 1008 lb down and 677 lb up at 12-8-12, and 1005 lb down and 746 lb up at 14-8-12 on bottom signature must be verified chord. The design/selection of such connection device(s) is the responsibility of others. on any electronic Copies. LOAD CASE(S) Standard Joaquin:Velez PEwo 68182 MITek1JSA Ino:FL Cett 8834. . 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 i1904 Parke East f3jvd Tampa FL;33610." Uniform Loads (plf) Data; Vert: 14=60, 4-5=60, 1-6=20 March 24,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED AIITEK REFERENCE PAGE 11,111.7473 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 i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 9VIiTek• 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 ANS//TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnfarmalfun available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty, Ply T19778770 2238115 E01 Common Girder 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33b67, d.z4U s mar v zuzu MI I ek mausmes, Inc. I ue mar Z4 1 U:al:lz Zulu rage z ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-C_mgF1 M?iOWdmZnWOv?XBaJfwnvbV3cfbyAR84zX14D LOAD CASE(S) Standard Concentrated Loads (lb) Vert:8=959(F) 13=1555(F) 14=1555(F) 15=982(F) 16=961(F) 17=964(F) 18=982(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M9-7473 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 is truss nA� f system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ItllT��• 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 ANSUTP11 quality Criteria; DSO-69 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 T19778771 2238115 E02 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 2410:51:13 2020 Page 1 ID: nMYx FCYdHw2DaDkcr6JB R9zZE ro-gAKCTNN dTheU Nj MjycWmknsoLBFcEbVogcw_gXzX14C 2-4-0 7-1-12 13-0-0 114V i 11 -4 i 2.4-0 4-9-12 5-10-4 1_ 0 2-7� 11 9 3x4 = 2x4 II 3x6 = 4x8 = ST1.5x8 STP = 5x6 = 4x4 = 4 5 8 7 -3x8 = ST1.5x8 STP = 3x6 11 2-0-0 2 7-1-12 14-4-0 16-114 2-0-0 0 4-9-12 7-2-4 2:7T LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017fTP12014 CSI. DEFL. in (loc) Ildefi Ud TC 0.85 Vert(LL) -0.08 8-9 >999 240 BC 0.41 Vert(CT) -0.14 8-9 >999 180 WB 0.38 HOrz(CT) -0.01 7 n/a nla Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 11=0-8-0, 7=0-7-4 Max Horz 11=493(LC 12) Max Uplift 11=-486(LC 12). 7=-462(1_C 12) Max Grav 11=780(LC 1), 7=667(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=293/136,2-3=608/220, 34=943/567, 4-5=330/266, 5-6=333/237, 6-7=-851/547 BOT CHORD 1-1 1� 07/275, 9-11=344/386, 8-9=189/291 WEBS 2-11=-831/612, 2-9=-235/498, 3-9=719/590, 4-9=-5147855, 4-8=5811473, 6-8=-350/602 Scale = 1:57.4 PLATES GRIP MT20 244/190 Weight: 133 lb FT = 20% Structural wood sheathing directly applied or 4-11-10 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 8-9. 1 Row at midpt 4-9, 4-8, 5-8 NOTES- 1)-Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C;Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2) 13-0-0 to 16-9=8 zone; cantilever left exposed-;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage-to-preventwater 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 tilt between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 486 lb uplift at joint 11 and 462 lb uplift at joint 7. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 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 Criteda, DSB-89 and BCSI Building Component Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA22314. This item has been electronically signed and sealed by Velez, Joaquin, 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. .JoaquinVelez k*oA81182' MiTWUSA Inc. FL CeR 6634 69D4 P:arKe East Blvd. Tampa.FL.33610" :Date: March 24,2020 OW 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778772 2238115 E03 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 2410:51:13 2020 Page 1 ID: nMYxFCYdHw2DaDkcr6J B R9zZEro-gAKCTN N dTheU Nj MjycWmknswaBEOEaU ogcw_gXzX14C 21 7-1-12 11-0-0 1r�-11�4 -0 1f 21-0 4-112 3-101 5-0-0 7 ST1.5x8 STP = 3x6 — 3x4 = 3x4 = 2x4 II 5x8 = 4 14 15 16 5 3x4 = ST1.5x8 STP = 6x8 = Scale = 1:48.6 2-0-0 2 11-M 16-11-4 2-0-0 0 8-8-0 5-11.4 Plate Offsets (X,Y)— [1:0-0-7,D-0-2] [4:0-4-0,0-1-9],[5:0-1-12 0-0-4] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.09 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.19 7-9 >909 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-MSH Weight: 113 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, 4-5: 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 4-6 REACTIONS. (size) 9=0-8-0, 6=0-7-4 Max Horz 9=51 O(LC 12) Max Uplift 9=477(LC 12), 6=490(LC 9) Max Grav 9=780(LC 1), 6=644(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=329/64, a4=468/253 BOT CHORD 1-9=41/290, 7-9=507/696, 6-7=299/428 WEBS 2-9=-477/466, 3-7=-410/325, 4-7= 149/478, 4-6=-6874-79, 3-9=524/316 NOTES- 1) Unbalanced roof live loads have been considered for -this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2r0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2) 11-0-0 to- 15-2-15, Interior(1) 15-2-15 to 16-9-8 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions -shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This Truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0-wide This Item has been will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 477lb uplift at joint 9 and 49D lb uplift at electronicailly signed and joint 6. sealed by Velez, Joaquin, 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. JoaquinNelez PE'No.68182, MITek,USA ltic FL Cert6834 , 6804;P.arlie East Blvd::Tampa FL:;33610' March 24,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MfTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 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 oftmsses and truss systems, see ANS11TPIi Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job ru Truss Truss Type Oty Ply T19 776773 2238115 Half Hip 1 IT Job o tional Reference Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 24 10:51:14 2020 Page 1 I D:nMYxFCYd Hw2DaDkcr6J B R9zZEro-9NuagjOFE?m L?txvWK2? H?O?6bZYz3lx2GfYDzzX14B 24-0 9-M 16-11.4 ' 2-4-0 ' 648-0 7-11-4 6x8 = 14 15 16 2x4 11 Scale = 1:41.3 3x6 = 4x4 = _ 3x4 = ST1.5x8 STP = ST1.5x8 STP = 2x4 11 6x8 = 2{}0 24-0 9-M 16-11-4 2-0 0 00 6-B-0 7-11-4 Plate Offsets (X,Y)— 11:0-0-7,D-0-21,13:0-5-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef! L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.11 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.22 5-6 >801 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 103 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, 3-4: 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 3-5 REACTIONS. (size) 8=0-8-0, 5=0-7-4 Max Horz 8=417(LC 12) Max Uplift 8=-520(LC 12), 5=505(LC 9) Max Grav 8=780(LC 1), 5=603(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=598/265, 4-5=232/311 BOT CHORD 6-8=385/489, 5-6=378/521 WEBS 2-8=841/738, 2-6=94/432, 3-6=01258, 3-5=642/468 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCET-I0;Atult=170mph (3-second gustyVasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18;.MWFRS-(directional) and C-C Exterior(2) G-0-0 to 3-0-0, Interion(l) 3-0-0 to 9-0-0,-Exterior(2) 9-0-0 to 13-2-15, Interior(1) 43-2-15 to 16-9-8 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip-nOL=1.60 3) Provide adequate drainage to -prevent water ponding. 4) This -truss has beendesignedfor a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom -chord and any other members, with BCDL=10.opsf. This item has beefs 6) Provide mechanical connection (try others) of truss to bearing platecapable of withstanding 520 lb uplift at joint 8 and 505 lb uplift at electronically signed and joint 5. sealed by Velez, Joaquin, 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. Joaquin.. , az•PE W6:68182' MITek USA Irc. FL°Cert,6634 , 6404Parke East Blvd. Tampa FL33610' Date: March 24,2020 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 10/03/2015 BEFORE USE. �` IYf Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not I truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall � A T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 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 T19778774 2238115 E05 Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 2410:51:15 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-dZSzt3Pu?JUBdl W541ZEpCxCU??ciLc5HvP51PZX14A 2-4-0 7-0-0 11-0-0 15-0-0 ' 22 ' 4-8-0 4-0-0 4-M 4x8 = 3x6 II 4x4 — Scale: 3/8"=1' 3 12 4 13 14 5 3x4 = 9 ST1.5x8 STP = 3x4 = 3x8 = 3x10 I I 7-M LOADING (psf) TCLL 20.0 TCDL 10.0 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 0.62 BC 0.18 WB 0.98 Matrix-MSH DEFL. in (loc) I/deft Ud Vert(LL) 0.05 7-8 >999 240 Vert(CT) 0.04 7-8 >999 180 Horz(CT) -0.01 6 n/a n/a PLATES GRIP MT20 244/19D Weight: 104 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 6=Mechanical, 9=0-8-0 Max Horz 9=331(LC 8) Max Uplift 6=-1451(LC 5), 9=1401(LC 8) Max Grav 6=988(LC 36), 9=1013(LC 39) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-986/1217, 34=686/963, 4-5=686/953, 5-0=964/1362 BOT CHORD 8-9=282/132, 7-8=1082/815 WEBS 2-9=1046/1211, 2-8=935/863, 4-7=593/841, 5-7=1482/1057 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24111; eave=4ft; Cat. II; Exp C; Fncl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will -fit between the bottom chord and any other members. 6) Refer to girder(s) for truss -to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1451 lb uplift at joint 6 and 1401 lb uplift This item- has been at joint 9. electronically signed and 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 626 lb down and 665 lb up at sealed by Velez, Joaquin, PE 7-0-0, 301 lb down and 309 lb up at 9-0-12, and 301 lb down and 309 lb up at 11-0-12, and 301 lb down and 309 lb up at 13-0-12 using a Digital Signature. on top chord, and 385 lb down and 160 lb up at 7-0-0, 126 lb down and 29 lb up at 9-0-12, and 126 lb down and 29 lb up at 11-0-12, and 126 lb down and 29 lb up at 13-0-12 on bottom chord. The design/selection of such connection device(s) is the Printed copies Of this responsibility of others. document are not considered 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signed and Sealed and the LOAD CASE(S) Standard signature must be verified 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on any_. electronic copies. Uniform Loads (plf) Joaquin VeIerPE`N 18182 Vert: 1-3=60, 3-5=60, 1-6=20 fdiTek:USA Inc FL`;Cert86�4 , Concentrated Loads (lb) 6904 Parke East Blvd: Tampa FL:33810` Vert: 3=-100(B) 8=34(B) 4=46(B) 7-1 2(B) 12=-46(B) 14=-46(B) 15=12(B) 16=12(B) Dater March 24,2020 WARNING - verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. �' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall e' 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 ANSYTPI1 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 City Ply T19778775 2238115 EJ5 Jack -Open 28 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:51:16 2020 Page 1 I D: nMYxFCYdHw2DaDkcr6JBR9zZEro-51OL5PQ WmcO2EB4Hdl4TMQTNuOFSR?gEWZ8eHrzX149 2� 0 7-0-0 2-0 0 4-8-0 Scale = 1:29.5 2x4 = 5 4 ST1.5x8 STP = 2x4 II 2-0 0 7-M 2-0-0 5-0-0 Plate Offsets (X,Y)— f1:0-4-7,0-0.101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.07 4-5 >849 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.07 4-5 >746 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.18 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=324(LC 12) Max Uplift 3=-206(LC 12), 4=17(LC 9), 5=-235(LG 12) Max Grav 3=160(LC 17), 4--69(LC 3), 5=418(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=481/377 BOT CHORD 1-5=349/416 WEBS 2-5=4821540 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;-Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(l) 3-0-0 to 6-11-4 zone; cantilever left Exposed ;C-C for members and forces & MWFR84or 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 oi-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 206 lb uplift at joint 3, 17 lb uplift at joint 4 and-235 lb uplift at joint 5. This item has been electronically signed and sealed by Velez, Joaquin, 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. ,Joaquin Velez Pewo.68182 Mltek. USA, Inc. FL Cert 6634 , 6904`P.arke East Bi1%d' Tampa F1;33B16:; Dafe March 24,2020 A WARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE 11,7IF7473 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 MOWis 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 ANSM11 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 T19778776 2238115 EJ5E Jack -Open 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 24 10:51:17 2020 Page 1 I D:nMYxFCYdHw2DaDkcr6JB R97ZEro-Zyaj I IQBXw8vs LfUBSbi udOUYoYuARH OIDuCplzX148 i 2.4-0 7-0-0 i 2-4-0 4-8-0 Scale = 1:29.6 ST1.5x8 STP = 2x4 11 2-0.0 7-0-0 21 5-0-0 Plate Offsets (X,Y)— [1:0-4-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.09 4-5 >646 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.09 4-5 >585 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) -0.24 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=446(LC 12) Max Uplift 3=293(LC 12). 4=37(LC 9), 5=311(LC 12) Max Grav 3=225(LC 17). 4=89(LC 10), 5=426(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=606/503 BOT CHORD 1-5=-471/538 WEBS 2-5=-621/678 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Extedor(2) O-D-O to 3-0-0, Interior(1) 3-D-0 to 6-11-4 zone; cantilever ieft_exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This tniss.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 -five load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wn 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 293 lb uplift at joint 3, 37 Ito uplift at joint 4 and 311. lbuplift at joint 5. This item has been r electronically signed -and sealed by Velez, Joaquin, 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. JoagtiinVelez PE No.68182' MITek USA Inc Fl] Cotty6634 6904 Parke East Blvd: Tampa FL33610` .Date March 24,2020 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.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 �6 a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall /g 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?Plf 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, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778777 2238115 EJ5T Jack -Partial 5 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 Mi rek Industries, Inc. Tue Mar 2410:51:18 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6J BR9zZEro-1875W5Rm IDGmUUEgIA6xRrZjaCx5vviXztdlMkzXl47 2 4-0 7-M 24-8-0 I4 9 2x4 II 2x4 = ST1.5x8 STP = 2x4 II Scale: 3/8"=1' 2 0 0 3 8 8 4 7-0-0 2-0-0 1�-8 3-0-0 Plate Offsets (X,Y)— f1:0-4-7,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.07 6 >827 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.08 6 >655 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.16 3 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-7: 2x4 SP No.3 8-6-13 oc bracing: 1-9. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4--Mechanical, 9=0-8-0 Max Horz 9=324(LC 12) Max Uplift 3=202(LC 12), 4=17(LC 9), 9=219(LC 12) Max Grav 3=160(LC 17), 4=78(LC 3), 9=445(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-487/382 SOT CHORD 1-9=-349/416 WEBS 8-9=-707/640, 2-8=494/554 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and_C-C Exterior(2) 0-0-0 to 3-0-0,1nterior(1) 3-0-0-to=6-11-4 zone; cantiteveelef - 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 bottorirchord 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 tally 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 202 lb uplift at joint 3, TTIb uplift at joint. 4 and 219 lb uplift at joint 9. This item has-been electronically signed and sealed by Velez, Joaquin, 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. ,Joaquin Velez PE No.68182 MiTek13SA,Inc FLCeit8834 , ;8904'Parke East Blvd Tampa FL:33610_, Date:, March 24,2020 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 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 p! i 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 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 City Ply T19778778 2238115 HJ5 Diagonal Hip Girder 5 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 2410:51:19 2020 Page 1 I D:nMYxFCYdHw2DaDkcr6JB R9zZEro-V KhTjQS03XOd5epsJtdA_25ricJweLAh CXNJuAzXl46 3-1-9 9-10-1 3-1-9 6-8-8 Scale = 1:29.1 3x4 = 6 3x4 4 ST1.5x8 STP = 3x6 11 2-9-9 7-1-9 9-10-1 2-9-9 4.0-0 243-8 Plate Offsets (X,Y)— (1:0-3-3,0-0-15) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.10 5-6 >809 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) 0.09 5-6 >882 180 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT) 0.04 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 47 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 6=0-8-0 Max Horz 6=324(LC 8) Max Uplift 3=219(LC 8), 4=103(LC 17), 6=700(LC 8) Max Grav 3=206(LC 28), 4=154(LC 22), 6=865(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=265/503, 2-3=331/165 BOT CHORD 1-6--434/342, 5-6=434/139 WEBS 2-6=-605/401, 2-5=1 47/462 NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left -exposed; Lumber DOL=1.60 plate grip DOL=1-.60 2) This truss has been -designed for a 10.0 psfbottom chord -Jive load nonconcurrentwith 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 bottomchordand 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 219 lb uplift at joint3, 1031b uplift at joint 4 and 700 lb uplift at joint 6. E)-Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 181 lb down and 249 lb up at 4-2-15, 181 lb down and 249 lb up at 42-15, and 168 lb -down and 128 lb up at 7-0--14, and 168 lb down and 128 lb up at 7-D-14 on This item has been top.chord, and 112 lb down and 65 lb up at 1-4-15, 1121b down and 65 lb up at 1-4-15, 127 lb down and 244 lb up at 4-2-15, 127 electronically signed and lb down and 244 lb up at 4-2-15, and 41 lb down and 27 lb up at 7-0-14, and 41 lb down and 27 lb up at 7-0-14 on bottom chord. Sealed by Velez, Joaquin, PE The design/selection of such connection device(s) is the responsibility of others. using a Digital Signature. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Printed Copies Of this LOAD CASE(S) Standard document are not considered 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signed and sealed and the Uniform Loads (plo signature must be verified Vert: 1-3=60, 1-4=20 Concentrated Loads (lb) on any,. electronic. copies. Vert: 9=219(F=109, B=109) 11=91(F=-46, B=-46) 12=275(F=137, B=137) JoaquinaVe]ezPENo:68182` MITek:USA, Inc FL Cert 8634 89D4'P.arke East Btvd. Tampa.FL 33010' D`a4e March 24,2020 A 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 MiTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not �s a truss system. Before use, the building designer must verify the applicability of design parameters and 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 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 T19778779 2238115 HJ5E Diagonal Hip Girder 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.z4u s mar to zuzu ml I eK Inousmes, Inc. I ue mar z4 l u:al zu zuzu rage i I D: nMYxFCYd Hw2DaDkcr6JB R9z2Ero-zXFsxmTOgrW Ujo03sa9P WGe0zOeRN oPgRB6sQdzX145 3-1-9 9-10-1 3-1-9 6.8-8 Scale = 1:29.1 I$ 3x4 = 6 3x4 ZZ: 4 ST1.5x8 STP = 3x8 11 2-9-9 1- 7-1-9 9-10-1 2-19 4-0-0 2-8-8 Plate Offsets (X Y)- [1:0-4-3 0-1-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.11 5-6 >713 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.10 5-6 >797 180 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT) 0.04 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight: 48 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 6=0-8-0 Max Horz 6=446(LC 8) Max Uplift 3=318(1_C 8), 4=113(LC 5). 6=896(LC 8) Max Grav 3=280(LC 28), 4=200(LC 22). 6=1012(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-421/512, 2-3=446/273 BOT CHORD 1-6=-468/522, 5-6=-442/291 WEBS 2-6=-705/555, 2-5=306/464 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Part. Encl., GCpi=0.55; MWFRS-(directional); cantilever left 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 nonconr..urrent 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 318 lb uplift at joint 3, 113 lb uplift -at joint 4 and 896 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided -sufficient to support concentrated load(s) 233 lb down and 254_lb up at This item -has been 4-2-15, 233 lb down and 254 lb up at 4-2-15, and 255 lb down and 215 lb up at 7-0-14, and 255 lb down and 215 lb up at 7-0-14 on top chord, and 112 lb down and 65 lb up at 1-4-15, 112 lb down and 65-lb up at 1-4-15, 143 lb down and 244 lb up at 4-2-15, 143 electronically signed and - lb down and 244lb up at 4-2-15, and 53 lb down and 37Ib up at 7-0-14, and 53 lb down and 37Ib up at 7-0-14 on bottom chord. sealed by Velez, Joaquin, PE The design/selection of such connection device(s) is the responsibility of -others. using -a Digital Signature•: 7) In the LOAD CASE(S) section, loads applied to the face of the -truss are noted as front (F) or back (B). Printed copies Of this LOAD CASE(S) Standard document are not considered 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signed and sealed and the Uniform Loads (plf) signature must be verified Vert: 1-3=60, 1-4=20 any electronic copies. Concentrated Loads (lb) JD Joaquin Velez Vert: 9=219(F=109, B=109) 11=91(F= 46, B=-46) 12=275(F=137, B=137) . F(Cert 68 MilekuSA, Inc._FL-Cert:6634 6904 Parke East Blvd: Tampa FL:33010 ::Date: March 24,2020 ®WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mi rek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �« at russ system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building tlesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT@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 ANSYTPN 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 T19778780 2238115 HJ5T Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 3x4 = 9 3x4 II ST1.5x8 STP = 2x4 11 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 24 10:51:21 2020 Page 1 I D: nMYxFCYdHw2 DaDkcr6JB R9zZEro-Rj pE86Tfb8eLLyzFQ I ge3TBG2Pvx6B?zfrsPy3zX144 9-10-1 6-8-8 9-10-1 Scale = 1:29.3 Plate Offsets (X Y)— [1:0-1-1 0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.28 4-5 >286 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.25 6 >318 180 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) -0.17 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 'Except- BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 5-7: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mech6nical, 4=Mechanical, 9=0-8-0 Max Horz 9=323(LC 24) Max Uplift 3=234(LC 8), 4=72(LC 17), 9=-674(LC 8) Max Grav 3=213(LC 28), 4=147(LC 22), 9=904(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -.All forces250 (lb) or less except when shown. TOP CHORD 1-Z=-215/277, 2-3=324/158 BOT CHORD 1-9=-192/260, 7-9=296/13, 5-7=-284/65, 5-8=13/296 WEBS 8-9=651/533.2-8=561/478 NOTES- 1) Wind: ASCE 7-10; Vult=174mph (3second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.lB;_MVIIF-RS (directional); cantilever left exposed ;Lumber DOL=1.60 plate arip_DOL=,-M 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 Tor 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 mass -to bearing plate capable of withstanding Z3.4:1balpliftat joint 3, 72 lb uplift -at joint 4 and 674 lb uplift at joint 9. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentratedJoad(s) 181 lb down and 249 !b up at 4-2-15, 181 !b down and 249 lb up at 4-2-15, and 165 lb down and 123 lb up at 7-0-14, and 165 lb -down and 1281b up at 7-0-14 on top chord, and 112 !b down and 65 lb up at 1-4-15, 112 lb down and 65 lb up at 1-4-15, 127 lb down and 244 lb up at 4-2-15, 127 lb down and 244 lb up at 4-2-15, and 44-lb down and 29 lb up at 7-0-14, and 44 lb down and 291b up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 (plo Vert: 1-3=60, 7-10=20, 6-7=20, 5-8=-20, 4-5=20 Concentrated Loads (Ib) Vert: 13=219(F=109, B=109) 15=91(F=46, B=-46) 16=275(F=137, B=137) This item has been electronically signed and sealed by Velez, Joaquin, 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. JoaquiniVelez PE' Np.881$2' MrTWUSA Inc FL.Cert8834. 8904,P.arke East Blvd -Tampa FL:33810' Date; - March 24,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 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 Mijek* 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 ANSIITPl1 Quality Criteria, DSB49 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 T19778781 2238115 MG1 Monopitch Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:51:22 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR97ZEro-wvNcLSU HMSmCy6YR—?BtbhjUxpDHrgz7uVbzVVzX143 3-4-0 3-" Scale = 1:40.1 2x4 II 3 3x6 ST1.5x8 STP = 3x4 = ST1.5x8 STP = 3x6 11 6xB = Plate Offsets (X Y)— [4:Edoe 0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.06 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) 0.05 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.30 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 53 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-1-15 oc bracing. REACTIONS. (size) 6=0-8-0, 4=0-8-0 Max Horz 6=298(LC 8) Max Uplift 6=-472(LC 8), 4=1569(LC 8) Max Grav 6=394(LC 1), 4=947(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-415/537, 1-6=433/533 BOT CHORD 5-6=298/106, 4-5=678/387 WEBS 2-5=-836/382, 24=577/1011, 1-5=469/370 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=411t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord -in all areas where a rectangle 3-6-0-tall by 2-0-0 wide will fd between the bottom chord and any other members. 41 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 472 lb uplift at joint6 and 15691b uplift at joint 4. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 980 lb down and 1423 lb up at 5-D-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. This Item has been 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). electronically signed and LOAD CASE(S) Standard sealed by -Velez, Joaquin, PE 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 using a Digital Signature. Uniform Loads (plf) Printed copies of this_ Vert: 1-3=60, 4-6=20 Concentrated Loads (lb) document are not considered Vert: 7=608(F) signed and sealed and the signature must be verified on. any electronic copies. Joaquivelez PE Np.68182' 141iTek'USA Inc. FL Cert 6634 l SO4P.arke;East Btvd.,Tampa.FL; 33610 Date: March 24,2020 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 a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall pp building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing Y V1��E.g�• 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 Truss Truss Type Qty, Ply T19778782 2238115 PB1 GABLE 8 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:51:23 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-06x ZoVv7mu3aG7eYji68uGZjDagaBvG79LW1x7X142 14-4-0 7-2-0 4x6 11 Scale = 1:30.2 4x6 = 8 7 6 4x6 = 2x4 11 2x4 11 2x4 11 14-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.01 5 n/r 120 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.01 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH PLATES GRIP MT20 2441190 Weight: 56 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. All bearings 12-9-6. (lb) - Max Horz 2=223(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=285(LC 12), 4=285(LC 12), 8=131(LC 12). 6=131(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 7, 8, 6 except 2=332(LC 1), 4=332(LC 1) FORCES. (lb) - Max. ComplMax. Ten. - All -forces 250-(Ib) or less except when shown. TOP CHORD 2-3=-530/407,-3-4=530/407 BOT CHORD 2-8=-115/309, 7-8=115/309, 6-7=-1-15/309, 4-6=115/309 NOTES- 1) Unbalanced roof live loads have been considered -for this design. 2) Wind: ASCE 7-10; Vuft=170mph=(3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi 0_1B; MWFRS (directional) and C-C-Exterior(2),0-3-5 tc,3-3-5, lnterior(1) 3-3-5 to 7-2-0, Exterior(2) 7-24) to 10-2-0, Interior(1) 10-2-0 to 14-0-TT zone;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. This Item has been 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0-oc. electroNcallj/ Signed and 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez, Joaquin, PE 7) ' This truss has been designed for a live load -of 20.Opsf on the bottom chord in all areas where -a rectangle 3-&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 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 285 lb uplift at joint 2, 285 lb uplift at joint 4, 131 Ito uplift at joint 8 and 131 lb uplift at joint 6. document are not Considered 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building signed and sealed and the designer. signature must be verified on any electronic copies. ,Joaquin.Velez-PE No.68182 M iT.ek'USAJric; FC,6rt.6634 . 6904!Parke East Bivri;;Tampa FL;33910' March 24,2020 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 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 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 MiTele 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 ANSVTP11 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 T19778763 2238115 PB2 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 2410:51:27 2020 Page 1 I D: nMYxFCYd Hw2DaDkcr6J B R9zZEro-GtAV P9YPA_PV 3tQ PnZn2lkRJ mgOtW?us2nJkAjzX14- 5-8-0 8$0 144-0 ' 5-8-0 ' 3-0-0 5-8.0 1� 6 3x6 2x4 11 3x6 9 8 7 4x4 = 2x4 11 2x4 II 2x4 11 4x4 = Scale = 1:25.3 144-0 144-0 Plate Offsets (X,Y)— [3:0-3-0,0-0-21, [4:0-3-0,D-D-21 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.00 6 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(CT) 0.01 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 17 n/a n/a BCDL 10.0 Code FBC2017/TPl2014 Matrix -MR Weight: 52 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-9-6. (Ib) - Max Horz 2=176(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 9, 7 except 2=322(LC 12), 5=322(LC 12) Max Grav All reactions 250 lb or less at joints) 8, 9, 7 except 2=360(LC 1), 5=360(LC 1), 2=360(LC 1), 5=360(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=496/546, 3-4= 488/554, 4-5=-496/546 BOT CHORD 2-9=249/337, 8-9=249/337,7-8=249/337, 5-7=-249/337 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)-Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp. C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-5 to 3-3-5, Interior(1) 3-3-5 to 5-8-0, Exterior(2) 5-8-0 to 13-1-13, Interior(1) 13-1-13 to 14-0-11 zone;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) Provide adequate drainage to prevent waterponding. 5) Gable requires continuous bottom chord bearing. This item has been 6) Gable studs spaced at 4-0-0 oc. 7) This truss has beeo designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members. using a Digital Signature. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 7 except Gt=lb) Printed copies of this 2=322, 5=322, 2=322, 5=322. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building document are not considered designer. signed and sealed and the signature must be verified on any_ electronic. copies. ,JoaquinNelez•PE Nc.68182 Mi7ek USA; Inc.'FL Cart 6634 6906 Parke East Blvd. Tampa FL;33610' Daft: March 24,2020 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 Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not s a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall q� T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IY1i lek, 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 T19778784 2238115 PB3 Piggyback 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 2410:51:28 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-k3ktcVZ2xIXLg1?bKG IHryzTWEOgFRy?GR2Hh9zXl3z 14-4-0 14-4-0 Scale = 1:26.6 4x4 = 3x4 1i 10 9 8 3x4 = 2x4 11 2x4 11 2x4 11 14-4-0 14-4-0 Plate Offsets (X,Y)— [2:0-2-0,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.00 7 n/r 120 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0,00 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Weight: 54 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 12-9-6. (lb) - Max Horz 2=180(LC 10) Max Uplllft All uplift 100 lb or less at joints) except 2=202(LC 12), 6=125(LC 12), 10=114(LC 12), 8=159(LC 8). 9=-168(LC 8) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=388(LC 17), 8=258(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown WEBS 4-9=198/256 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-35to 3-3-5, Interior(1) 3-3-5 to 5-10-0, Exterio42) 5-10-0 to 8-0-0, Interior(1) 8-0-0 to 10-8-0, Extedor(2) 10-8-0 to la-6-1 1, Interior(1) 13-6-11 to 14-0-11 zone;C-C-for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 1D: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 202 lb uplift at joint2, 125 lb uplift at This item has been joint 6, 114 lb uplift at joint 10, 159 lb uplift at joint 8 and 168 lb uplift at joint 9, electronically signed and 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building sealed by Velez, Joaquin, PE designer. 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. Joaquin:velk PE No.68162 ek UBA;=Iric. FL' Qert 6634 6904'P.arke East Blvd. Tarnpa FL,33610. 'rate March 24,2020 ® 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 M7ek® 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 pg �s building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safefy/nformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778785 2238115 PB4 Piggyback 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 4x4 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 2410:51:29 2020 Page 1 I D: nMYxFCYdHw2 DaDkcr6JB R9zZEro-CFIFpragicfC I Banuzp W09 WdS ej F_uh9V5orDbzXl3y Scale = 1:26.6 3x4 -i 10 9 8 3x4 = 2x4 II 4x8 = 4x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017lrP12014 CSI. DEFL. in (loc) Udefl Ud TC 0.46 Vert(LL) -0.00 6 n/r 120 BC 0.35 Vert(CT) -0.00 6 n/r 120 WB 0.11 Horz(CT) 0.00 6 n/a n/a Matrix-SH PLATES GRIP MT20 244/190 Weight: 50 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 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 REACTIONS. All bearings 12-9-6. (lb) - Max Horz 2=180(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 6 except 2=216(LC 12), 9=245(LC 12), 10=127(LC 12), 8=147(LC 8) Max Grav All reactions 250 lb or less at joint(s) 2, 8, 6 except 9=313(LC 18), 10=384(LC 17) FORCES- (lb) -Max. Comp./Max. Ten. -All forces Z50 (lb) or less except when shown. WEBS 3-10=288/780, 4-9=364/368 NOTES- 1) Unbalanced roof --live loads have beer considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and-C-C Exterior(2) 0-3-5 te-3-3-5, Interior(1)-3-3-5-to 5-10-0, Exterior(2) 5-1 O-0 to 8-10-0, Interior(1) B-10-0 to 12-8-0 E)d rior(2)-128-0 to 14-0-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent -water ponding. 4)-Gable requires continuous bottom -chord bearing. 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-designedinr_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 7) Bearing at joint(s) 9, 8 considers parallel to grain value using ANSI/TPI 1-angle to grain formula. Building designer should verify capacity of bearing surface. electronically Signed and 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except at=lb) sealed by Velez, Joaquin, PE 2=216, 9=245, 10=127, 8=147. using a Digital Signature. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building Printed copies of this designer. document are not considered signed and sealed and the signature must be verified on, any electronic copies. Joaquin Velez PE'146:68182' MiTek USA Inc: FL:Cert;6.634 6904Parke East B,i d.'Tampa FL;33610' Date, March 24,2020 A WARNING - Verily design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 10/03/2015 BEFORE USE. Design valid for use onlywith Mrek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �Y a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r� 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 Job Truss Truss Type Oty Ply T19778786 2238115 PB5 Piggyback 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 2410:51:30 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-hSse1 BaITvn3wK9_ShKlwN3pT23AjLMIklXOm 1 zXl3x 5-10-0 11-8-0 ' 5-10-0 5-10-0 4x6 II 3x4 2x4 II 3x4 O Scale = 1:24.6 11-8-0 Plate Offsets (X,Y)— [2:0-2-0,0-1-Bj,[4:0-2-0 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.01 5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.02 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=10-1-6, 4=10-1-6, 6=10-1-6 Max Horz 2=-180(LC 10) Max Uplift 2=-203(LC 12), 4=203(LC 12), 6=-194(LC 12) Max Grav 2=227(LC 1), 4=240(LC 18), 6=415(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-337/234 NOTES-- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft,, B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-5 to 3-3-5, Interior(1) 3-3-5 to 5-10-0, Exterior(2) 5-10-0 to 8-10-0, Interior(1) B-10-0 to 11-4-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4-)-This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. S) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (K=1b) 2=203, 4=203, 6=194. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building This item has been designer. electronically signed and sealed by Velez, Joaquin, 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. Joaquin Velez PE N.o;68182 MITek1JSA tnc FL Celt6634.., 8904 Parke East 131vd;.Tampa Fl 33610; f:Dafe:� March 24,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 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 �s a truss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design into the overall A i 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/TP11 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 T19778787 2238115 PB6 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 4-0-0 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 24 10:51:31 2020 Page 1 ID: nMYxFCYd Hw2DaD kcr6JB R9zZEro-9eQOEXbwEDvwXUkA?Or_TabOj RRLSpuSzP HxlUzXl3w D 11-8-0 D 4-0-0 Scale = 1:19.9 3x6 i 2x4 11 3x6 7 3x4 = 2x4 II 3x4 = 11-8-0 Plate Offsets (X Y)— [3:0-3-00-0-2] [4:0-3-00-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.01 6 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.01 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 5 rile n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-R Weight: 38 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-14 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=10-1-6, 5=10-1-6, 7=10-1-6 Max Horz 2=122(LC 11) Max Uplift 2=320(LC 12), 5=320(LC 12) Max Grav 2=369(LC 1), 5=369(LC 1), 7=233(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-445/571, 3-4=-432/556, 4-5=-445/571 BOT CHORD 2-7=332/313, 5-7=332/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.1&; MWFRS (directional).and C-C Exterior(2) 0-3-5 to 3-3-5, Interior(1) 3-3-5 to 4-0-Oi Exterior(2) 4-0-0 to 11-4-11 zone;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-hT the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Detals as applicable, or consult qualified building designer as per ANSUTPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottomchord bearing. 6) Gable -studs spaced at 4-0-0 oc. 7) This truss has been designed -for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This item has been 8) • This truss has been designed for a live load of 20.0psf-on the bottom chord in all -areas where a rectangle 3-6-0 tall by 2-0-0 wide - will fit between the bottom chord and any other members. electronically Signed and 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) sealed by Velez, Joaquin, PE 2=320, 5=320. using a Digital Signature. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base -truss as applicable, or consult qualified building Printed copies of this designer. document are not considered signed and sealed and the signature must be verified on_any electronic copies. Joaquin:velez,P.E N0.68182 MiTek.'USA, Inc. FL Cert 6634 69D4; Padre FastlSlvti.:Tainpa FL.3361 D' .:Date: March 24,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �M1 a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 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 City Ply T19778786 2238115 PB7 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.00 12 5x6 i 8.240 s Mar 9 2020 Mi rek Industries, Inc. Tue Mar 2410:51:32 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-dq_OStcY?X1 n9eJMZ6MD?o821ro4BD3bB3OVgwzXl3v isF:�.� 2x4 11 18 19 5x6 9 8 7 3x4 = 3x6 I I 2x4 1I 3x6 I 3x4 = Scale = 1:19.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.00 5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.00 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 36 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-1-6. (lb) - Max Horz 2=57(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 2, 5 except 9=-408(LC 9), 7= 405(LC 8) Max Grav All reactions 250lb or less atjoint(s) 2, 5, 8except 9=396(LC 21), 7=396(LC 22) FORCES. (lb) - Max- Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 39=-418/665, 4-7=-418/660 NOTES- 1) Unbalanced -roof live loads have been -considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional)and C-C Exterior(2) 0-3-5 to 6-2-15, Interior(1) 6-2-15 to 9-8-0, Exterior(2) 9-8-0 to 11-4 11.sone;C-C4ounembers 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) Provide -adequate drainage to prevent water pondiag. 5) Gable requires continuous bottom chord bearing. 6) Gable=studs spaced at 4-0-0 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-ofr20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 2, 5 except (jt=lb) 9==408, 7=405. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Velez, Joaquin, 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. ;JoaquinRVelt3z PE'No:68182 MITeR:USA Inc FGCert6634 6904iP.arke East i91vd;Tampa.FL133610' ::Date: March 24,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �c 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 rn� ��r Itll) ®g ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1,TF11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply T19778789 2238115 PB8 Piggyback 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 2410:51:33 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-51 XmfDdAmg9enouZ7ptSY?hJ2F5SwhOkQjm2MMzX13u 7-0-0 11-4-0 7-0-0 4-4-0 3x6 i 10 3x4 11 3x4 = 7 11 6 2x4 II 2x4 11 Scale = 1:28.1 Plate Offsets (X,Y)— [4:0-3-0,0-0-21 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 45 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 6=10-6-11, 2=10-6-11, 7=10-6-11 Max Horz 2=326(LC 12) Max Uplift 6=-1BO(LC 8). 2=18(LC 12), 7=-435(LC 12) Max Grav 6=250(LC 18), 2=19D(LC 1), 7=617(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown, TOP CHORD 2-3=283/255 WEBS 3-7=-597/643 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd_l32mph; TCDL=42psf;.BCDL=6.0psf; h=25ft;11=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS ;directional) and C-C -Exterior(2) 0-s5 to.3-3-5, Interior(1) 3-3 5 to 7-0-0, Exterior(2j=i-0-0 to 11-2-4 zone;GC forTnembers and forces-& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with -any -other live loads 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a -rectangle 3-6-0 tall by 2-0-0 wide. will fit between the bottom chord and any other members, with BCDL=10.Opsf. This item has been 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 2 except (jt=lb) 6=180, 7=435. electronically signed and. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building sealed by Velez, Joaquin, PE designer. 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. ,Joaquin.Velez PE Np.68162 MiTek;USA IIns. FL Cert.B634. 660'4J rke East 131vd. Tampa FL;33610' Date; March 24,2020 ,WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �T a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, 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, Mexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778790 2238115 PB9 Piggyback 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 24 10:51:33 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-51 XmfDdAmg9enouZ7ptSY?hKwF6wwhgkQjm2MMzXl3u 6-0-0 11.4-0 6-0-0 5-0-0 3x6 = 4x4 II 4 10 Gil 3x4 11 3x4 = 2x4 11 62x4 II Scale = 1:24.7 LOADING (psf) TCLL 20.0 TCDL 10.0 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/rP12014 CSI. TC 0.43 BC 0.30 WB 0.17 Matrix-SH DEFL. in (loc) I/defi Ud Vert(LL) 0.00 1 n/r 120 Vert(CT) 0.01 1 n/r 120 Horz(CT) -0.00 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 44 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 6=10-6-11, 2=10-6-11, 7=10-6-11 Max Horz 2=279(LC 12) Max Uplift 6=192(LC 8), 2=58(LC 12), 7=392(LC 12) Max Grav 6=195(LC 1), 2=197(LC 1), 7=509(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=504/583 NOTES- 1) Wind: ASCE 7-1-0; Vult=170mph (3-second-aust) Vasd=132mph; TGDL=4:2psf; BCDL=6.0psf h=25ft;-B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-5 to 3-3-5, Interior(1) 3-3-5 to 6-0-0, Exterior(2) 6-0-0 to 10-2-15, Interior(1) 10-2-15 to 11-2-4 zone;C-C for members and forces & MWFRS for reactions shown: -Lumber DOL=1.60-plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord -bearing. 4) This truss has been designed -for a 10.0.psf bottom -chord live -load nonconcurrent with any other live loads. 5) ' This -truss has been designed for a live load -of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical -connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except Qt=lb) 6=192, 7=392. This item has been 7) See Standard Industry. Piggyback Truss Connection Detail for -Connection to base truss as applicable, or consult qualified building electronically signed and designer. sealed by Velez, Joaquin, 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. ,JoaquitY;Vetez PE No.681B2 MITek-U8A Ire FL'°Cert6634' . ;6 04,pprke East Blvd, Tampa FL 33610" Da(e March 24,2020 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 ��p��• y incorporate this design into the overall ( Tit building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI� IP�• 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 ANSI1TP/1 Qualtty 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 T19778791 2238115 P1310 Piggyback 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:51:23 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-06x ZoVv7mu3aG7eYji68uGceDg6a9TG79LW1XZX142 11-0-0 11-4-0 4x6 = 10 3x4 11 5 2x4 I 3x4 2x4 11 11-4-0 Plate Offsets (X,Y)—[2:0-2-0,0-1-81,[3:0-3-12,0-2-01 LOADING (pso SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 TCDL 10.0 Lumber DOL 1.25 BC 0.33 BCLL 0.0 Rep Stress Incr YES WB 0.16 BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH DEFL. in (loc) Vdefl Ud Vert(LL) 0.00 1 n/r 120 Vert(CT) 0.01 1 n/r 120 Horz(CT) -0.00 5 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 5=10-6-11, 2=10-6-11, 6=10-6-11 Max Horz 2=264(LC 12) Max Uplift 5=-204(LC 8), 2=93(LC 12), 6=-344(LC 12) Max Grav 5=203(LC 1), 2=220(LC 1), 6=469(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-160/257 WEBS 3-6=-435/525 Scale = 1:23.4 PLATES GRIP MT20 244/190 Weight: 43 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6:Ops1.; tt=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-5 to 3-3-5, Interior(1) 3-3-5 to 5-8-0, Exterior(2) 5-8-0 to 9-10-15, Intedor(1) 9-1D-15 to 11-2-4 zone;C-C for members -and forces & MWFRS for reactions -shown; Lumber.DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable -of withstanding 204 lb uplift at joint 5, 93 lb uplift at joint 2 and 344 lb uplift at joint 6. 7) See Standard Industry Piggyback Truss Connection Detail for Connection -to base truss as applicable, or consult qualified building designer. AWARNING - Verily, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with M7ekO 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 designparameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. This item has been electronically signed and sealed by Velez, Joaquin, 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. .Joaquin,Velez PE No.$$782 MiTek;USA, Inc: FLCert.B834 6904 Parke East Bjvd. Tampa FL:33610' Dates, March 24,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778792 2238115 PB11 Piggyback 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 4x4 = 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 2410:51:24 2020 Page 1 ID: nMYxFCYdHw2DaDkcr6JB R9zZEro-sIV Mm8 WXu3DwC P ig5QD Lh6prod3JJdO QMp44ZOzX141 2x4 II 4 10 Scale = 1:20.1 2x4 II 5 8 7 6 3x4 = 2x4 II 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 TOLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 CSI. DEFL. in (loc) I/deft Ud TC 0.20 Vert(LL) 0.00 1 n/r 120 BC 0.14 Vert(CT) 0.00 1 n/r 120 WB 0.11 Horz(CT) -0.00 6 n/a n/a Matrix-SH PLATES GRIP MT20 244/190 Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 10-6-11. (lb) - Max Horz 2=186(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2 except 6=104(1_C 9), 8=211(LC 12), 7=303(LC 8) Max Grav All reactions 250 lb or less at joint(s) 6, 2 except 8=285(LC 17), 7=319(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less -except when shown. WEBS" 3-8=270/336, 4-7=247/381. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS-(directional.) and C-C Exterior(2) 0-3-510 3-3-5, Interior(1) 3-3-5 to 4-0-0, Exterior(2)4-0-0-to 8-2-15, interior(1)-8-2-15 to 11-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.604- Aate grip DOL=1.60 2) Provide adequate drainage -to prevent water.ponding._ 3) Gable requires continuous bottom chord bearing. 4) This truss has-been designed for a 10.0 psf bottom chord -live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live ioad of-20.Opsf on -the bottom chord in all areas wherea rectangle 3-6-0 tall by 2-0-0 wide wilt fit between the bottom chord and any other members. 6) Provide mechanical -connection (by others) of truss to bearing-platecapable of -withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 6=104,8=211,7=303. 7) See Standard Industry Piggyback Truss Connection Detail for Connection ;o base truss as applicable, or consult qualified building This has been designer. -item electronically signed and sealed by Velez, Joaquin, 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. JriagaifY Velez;PE'No.68182 MiTeIi-USA, Ine FL Cert 8834 , 6944,P.erkii East i31yd.Tatripa FL_33670" March 24,2020 WARNING - Verfly design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. �` Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall rR{ l�� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYl(Tle • 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 ANS11TPH Qualify Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Salefylnrormafion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778793 2238115 PB12 Piggyback 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 11-4-0 4x4 = 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 24 10:51:25 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-KU31_UX9eN9npZGOf8kaDJLOPI Qz24aZaTgd5gzX140 2x4 II 4 10 Scale = 1:20.1 Ia 8 7 6 3x4 = 2x4 II 2x4 II 2x4 II LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 11-4-0 CSI. DEFL. in (loc) I/deft Lid TC 0.21 Vert(LL) 0.00 1 n/r 120 BC 0.12 Vert(CT) 0.00 1 n/r 120 WB 0.12 Horz(CT) -0.00 6 n/a n/a Matrix-SH PLATES GRIP MT20 244/190 Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 10-6-11. (lb) - Max Harz 2=170(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2 except 6=109(LC 9), 8=194(1_C 12), 7=317(LC 8) Max Grav All reactions 250 lb or less at joint(s) 6, 2 except 8=267(LC 17). 7=338(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-249/329, 4-7=260/396 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft;-Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-5 to 3-3-5, Interior(1) 3-3-5 to 3-8-0, Exterior(2) 3-8-0 to- 7-10-15, Interior(1) 7-10-15 to 11-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a MO psf bottom chord live load nonconcurent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except Ot=lb) 6=109, 8= I94, 7=317. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building - This -item has been designer. electronically signed and sealed by Velez, Joaquin, 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. JoaquinVelez PE Nii.68182 MTTek;USA It,c'FL Cert6634 aii 4AarkeEastBivd.Tampa.FE33610' Date: March 24,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 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 ANS11TP/1 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 T19778794 2238115 PB13 Piggyback 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 24 10:51:26 2020 Page 1 I D:nMYxFCYdHw2DaDkcr6JBR9zZE ro-ogc7BgXn PhH eRj rCD rFpmXuAZQ I In Wxip7ZAeGzXl4? 11-4-0 11-4-0 8.00 12 44 = 2x4 11 9 4 10 2x4 II 5 8 7 6 3x4 = 2x4 II 2x4 II 2x4 II Scale = 1:19.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 36 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 1G-6-11. (lb) - Max Horz 2=93(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2 except 6=134(LC 9), 8=-147(LC 9), 7=383(LC 8) Max Grav All reactions 250 lb or less at joint(s) 6, 2, 8 except 7=419(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-8=155/308, 4-7=318/455 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second_gust) Vasd=132mph; TCDI` 4.2psf; BCDL-6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directiona"nd C-C Exterior(2) 0-3-5 to 6-2-15, Interior(1) 6-2-15 to 11-2-4 zone;C-C for members, and forces & MWFRS for reactions shown; Lumber DOL-=1.60_plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load-nonconcurrent with any other live -loads. 5) ' This truss has been designed for a live load of 20:Gpsf on the bottonrchord 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) 2 except (jt=lb) 6=134,8=147,7=383. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consu@ qualified building designer. -This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digitaj Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. JoaquinVelez PE'No:88182' MITek;USA Inc. FL Coh 68:4 68l)4P:arke,East Blvd:.Tampa FL;33810` D`ate> March 24,2020 ®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 MTek®conneclors. 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 Welk' 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?PN Quality Criteria, DSB-89 and BCS1 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 oty Ply T19778795 2238115 PB14 Piggyback 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 11-4.0 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 24 10:51:26 2020 Page 1 I D: nMYxFCYdHw2Da Dkcr6J BR9zZEro-ogc7 BgXnPhHeRj rC DrFpmXugFQ IGn W U ip7ZAeGzX14? Scale = 1:19.9 4x4 = 2x4 II 4 10 2x4 II 5 8 7 6 3x4 = 4x8 = 48 = 2x4 = LOADING (psf) TCLL 20.0 TCDL 10.0 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 0.33 BC 0.18 WB 0.14 Matrix-SH DEFL. in (loc) Vdefl L/d Vert(LL) 0.00 1 n/r 120 Vert(CT) -0.00 1 n/r 120 Horz(CT) -0.00 6 nla n/a PLATES GRIP MT20 244/190 Weight: 35 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals.' WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 10-6.11. (lb) - Max Horz 2=77(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2 except 6=136(LC 9), 8=-148(LC 9), 7=400(LC 8) Max Grav All reactions 250 lb or less at joint(s) 6, 2, 8 except 7=427(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) -or less except when shown. WEBS 3-8=139/322, 4-7=329/465 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; EncL, GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-5 to 5-10-15, Interior(1) 5-10-1-S-to 11-2-4 zone;C-C for members -and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord -bearing. 4),This truss -has been desianedTor.a-10.0 psf bottom chord'live load nonconcurrent with.anyother live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will -fit between the bottom chord and any other members. 6) -Bearing at joint(s) 6, 8, 7 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) 2 except (Jt=lb) 6=136, 8=148, 7=400. This -item has been 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. electronically signed and sealed by Velez, Joaquin, 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. ;Joaquin Velez PE'46.68182 MTTek USA Inc. FI Cert 6634 6904'P.arke East Blvd. Tampa FL,33610' :Date: March 24,2020 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 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 propedy incorporate this design into the overall 11 A i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Ivi iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778796 2236115 V1 E Valley 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 Mi rek Industries, Inc. Tue Mar 24 10:51:34 2020 Page 1 I D: nMYxFCYd Hw2DaDkcr6JBR9zZEro-ZD58tZeoXBHVOyTlhXPh5DDS4fQhf7 UufNVbvpz)03t 10-1-8 11-0-0 10-1-8 c d d 4x4 = 2x4 II 3 4 4x4 :,- 7 6 5 2x4 II 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud TOLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-11-10. (lb) - Max Horz 1=417(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 7=-497(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=294(LC 17), 7=649(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-416/401 WEBS 2-7=707/583 Scale = 1:42.1 PLATES GRIP MT20 244/190 Weight: 58 lb FT = 20% Structural wood sheathing directly applied or 6-" oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live -loads have been considered for this desigrt. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-5-12 to 3-5-12, anterior(1) 3-5-12 to 10-1-8, Exterior(2) 10-1-8 to 10-10-4zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1_60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except at=lb) 7=497. This item has been electronically signed and sealed by -Velez, Joaquin, 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. Joaquin',Velez PE`Na68182 !T. ek'USA Inc FL Cert6634 89114;1?arke East;BIvd' amps FL 33610` Date, March 24,2020 AWARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MiTEK REFERENCE PAGE M117473 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 ANSVTP11 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778797 2238115 V2E Valley 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:51:35 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-1 PfX4veRISPM061 xEEwwdQmgp3gBObP1 t1 F9RFzXl3s B-1-8 9-M , B-1-8 0-10-8 4x4 = 2x4 II 3 4 v d Scale = 1:33.5 2x4 i 7 6 5 2x4 I I 2x4 II 2x4 II 9-0-0 9-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) _ n/a file 999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 46 lb Fr = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 8-11-10. (lb) - Max Harz 1=323(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 5, 6 except 7=391(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=456(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-383/35T WEBS 2-7=606/532 NOTES- 1) Unbalanced roof live loads -have been considered -for this--desigrr. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C-Extedor(2) (1-5-12 to 3-5-12, Interior(1) 3-5-12 to 8-1-8, ExteriGr(2) 8-1-8 to 8-10-4 zone;C-C for members and farces & MWFRSJor reactions shown; Lumber-DOL=1.60 plate arip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed -for a 10.0 psf bottom chord -live load nonconcurrent with any other live -loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas whefrearectangle 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) ofinum o-bearing plate capable of withstanding 100 lb uplift at joints) 5, 6-except (jt=lb) 7=391. This item has been electronically signed and sealed by Velez, Joaquin, 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. JoaquinVelez PE No.68182 MiT.ekiUBA, lnc.`FL Cert6634 6904`.Parke Easti9lvd. Tampa FL;336 0 Date; March 24,2020 AWARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M147473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek& 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 q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IY1iTek• 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 ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778798 2238115 V3E Valley 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 2410:51:36 2020 Page 1 I D: nMYxFCYdHw2Da Dkcr6J B R92ZEro-VcDvH Ef331XDeFc7oxR9Ae I m5S7z73WB6h_izhzxl3r i 6-1-8 7.0-0 6-1-8 0-10-8 v 0 d 44 = 2x4 II 3 2x4 5�- 2x4 II 42x4 II 7-M 7.0-0 Scale = 1:27.1 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017frP12014 CSI. TC 0.75 BC 0.28 WB 0.10 Matrix-P DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Lid n/a n/a 999 n/a n/a 999 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 32 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 `Except* TOP CHORD Structural wood sheathing directly applied or 6-D-0 oc pudins, 2-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-11-10, 4=6-11-10, 5=6-11-10 Max Horz 1=230(LC 12) Max Uplift 1=83(1_C 12), 4=172(LC 3), 5=147(LC 12) Max Grav 1=213(LC 1), 5=411(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=362/338 NOTES- 1) unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS.(directional) and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 6-1-8, Exterior(2) 6-1-8 to 6=10-4 ione;C-C for members.and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss -has-been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except at=lb) 4=172, 5=147. This item has been electronically signed and sealed by Velez, Joaquin, 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. ,JoagA Velez pE'No.fi8182' M1TekVSA Inc FL`:Cert8634> .. 69p4'Paike East Blvd: Tampa:FL;33610" Date; March 24,2020 A WARNING . Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ��©© Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verifythe applicability of design parameters and property Incorporate this design into the overall �i��i■ 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 ANSUTP11 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 T197787J9 2238115 V4E Valley 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 2410:51:37 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-onHVaghg3f4GPBKMfy0irrODsWssVKKLLkGW7zXl3q i 4-1-8 i 5-0-0 4-1-8 0-10-8 4x4 = 5 4 2x4 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 TCDL 10.0 Lumber DOL 1.25 BC 0.11 BCLL 0.0 Rep Stress Incr YES WB 0.07 BCDL 10.0 Code FBC2017/TPI2014 Matrix-P DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 2441190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=4-11-10, 4=4-11-10, 5=4-11-10 Max Horz 1=136(LC 12) Max Uplift 1=-61(LC 12),.4=55(LC 3), 5=104(LC 12) Max Grav 1=138(LC 1), 5=250(LC 17) FORCES. (lb) -Max. Comp./Max- Ten. -All forces 250 (lb) or less -except when shown Scale = 1:19.0 Weight: 21 lb Fr = 20% Structural wood sheathing directly applied or 5-0-0 oc puffins, except end verticals. 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; Vuft=170mph (3-second gust) Vasd=132mph; T-CDL=4.2ps1"; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp-C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-5-12-to 3-5-12,-Intedor(1) 3-5-12'to 4-1-8, Exterior(2) 4-1-8 to 4-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a110.0 psf bottom chord live -load nonconcurrent -:rith any other live loads. 5) `Thisrtruss has been designed for alive load of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0-wide will fit between the bottom chord -and —any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100J1b uplift at-joint(s) 1, 4 except Ot=lb) 5=104. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin Velez PE No.681E2' MiTek'USA, Inc. FLcert6634 6904 parka East Blvd -Tampa FL 33610 Date, March 24,2020 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 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 oty Ply T1977Ssoo 2236115 VSE Valley 1 1 Job Reference (optional) ce triani city, FL), riant aty, FL - 39obt, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Mar 24 10:51:37 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro_onHVaghg3f4GPBKMfy0irr5LsXrsWNKLLkGW7zX13q i 2-1-8 3�0 2-1-8 0-10� 2x4 -i 3x6 = 2 2x4 = 0 d 0 Scale = 1:9.9 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 rile n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-R Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=2-11-10, 4=2-11-10 Max Horz 1=43(LC 12) Max Uplift 1=53(LC 12), 4=64(LC 12) Max Grav 1=95(LC 1), 4=95(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. 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=l70mph (3-second gust) Vasd=132mph; TCUL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0'1B;:MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designedfor 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 by2-0-0 wide wilbfd between the bottom chord and any other members. 6) Bearing at jo'Ings) 4 considers parallel to grain value using ANSIrMll I -angle to grain formula. Building designer should verify capacity -of bearing surface. 7) Provide mechanicalLo»ection (by others) of truss to bearing plate capable of withstanding -TOO lb uplift at joint(s) 1, 4. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin Velez PE'No.68182 MTTek USA Inc FL`Cert 8654... fi9D4`Farke East BivtJ.:Tampa FL;33ii10: Date;, March 24,2020 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. !" Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 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 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778801 2238115 VM3 Valley 3 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:51:38 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-S_LfiwhJbNnxtZm WwMTdF30FiGttbzdUa?Tp2azX13p 3-M 3-0-0 2x4 i 2x4 11 2 2x4 11 Scale = 1:12.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-11-10, 3=2-11-10 Max Harz 1=111(LC 12) Max Uplift 1=22(1_C 12), 3=96(LC 12) Max Grav 1=95(LC 17), 3=115(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf;13CDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWE_RS (directional) and-C-C Exterior(2) zone;C-C for members and -forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on -the bottom -chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical -connection (by others) -of truss to bearing plate capable of withstanding 100 lb uplift-atjoint(s)1, 3. This item- has beery electronically signed and sealed by Velez, Joaquin, 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. JoaquinMelez PENo.68182 MiTek USA'Inc. PGCert 8634 .004,P.arke East Blvd Tampa.FL 33910` :Date:. March 24,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 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 property incorporate this design into the overall {q p building design. Bracing indicated Is to prevent buckling of individual. truss web and/or chord members only. Additional temporary and permanent bracing MliTek' 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 ANSVTP11 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 T19778802 2238115 VM5 Valley 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:51:39 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-wBvlwGhxLgvoVjLir4 snGwJYgARKQsdoeDMaOzX13o 5-0-0 5-0-0 Scale = 1:20.6 2x4 II 2 3 2x4 2x4 II LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 TCDL 10.0 Lumber DOL 1.25 BC 0.23 BCLL 0.0 Rep Stress Incr YES WB 0.01) BCDL 10.0 Code FBC2017frP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=4-11-10, 3=4-11-10 Max Horz 1=204(LC 12) Max Uplift 1=-41(LC 12), 3=177(LC 12) Max Grav 1=176(LC 17), 3=212(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=287/293 DEFL. in (loc) Vdefl Lid PLATES GRIP Vert(LL) Tie n/a 999 MT20 2441190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a Weight: 19 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10- Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and-C-C Exterior(2) 0-5-12 to-3=5-1-2, Interior(1) 3-5-12 to 4-10-4zone;C-C for members and forces & MWFRS for reactions shown; L-umberUOL=1.60 plate -grip- OL=1:60 2) Gable requires continuous bottom chord bearing. 3) This -truss -has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This taiss:has been designed for a live load of 20.0psf-on the bottom chord -in ad -areas where a rectangle 3-6-9tallby 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 except (jt=rb) 3=177. This item has been electronically signed and sealed by Velez, Joaquin, 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. JoaquinVelez PE'No.68182' MITekySA lnC0 c FLrt6634; 89D4Parke East i1W Tampa FL33610` Date-, March 24,2020 AwARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IY1iTek• 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?PN 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, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19778603 2238115 VM7 Valley 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8,240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 24 10:51:39 2020 Page 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-wBv1 wGhxLgvoVjLi r4_snGwNugCEKOUdoeDMaOzXI3o 7-0-0 7-0-0 1 d 2x4 II 2x4 5 4 2x4 11 2x4 I I Scale = 1:29.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-11-10, 4=6-11-10, 5=6-11-10 Max Horz 1=29B(LC 12) Max Uplift 1=1B(LC 10), 4=126(LC 12). 5=-333(LC 12) Max Grav 1=142(LC 12), 4=151(LC 17), 5=400(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-425/364 WEBS-2-5=-532/511 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1)-Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4-2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-5-12 to 3-6-12, Interior(1) 3-5-12 to 6-10-4 zone;C-C for members and -forces & MWFRS for -reactions shown; Lumber DQL=1.60 plate grip DOL=1.60 2) -Gable-requires continuous bottom. chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has-been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will TR 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 afjoint(s) 1 except Qt=lb) 4=126,5=333. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin Velez PENo.83182 MiT.ek USA, Inc. FL Cert 8634 8904,Parke,East Bjvd.Tampa FL;33610 Date:. March 24,2020 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of 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 ANSIITPI1 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 city Ply T19778804 2238115 VM9 Valley 2 1 Job Reference (optional) Y, —h y, o,tqu s mar w zuzu mi 1 eK inausmes, Inc. I ue mar Z4 I U:01:4u ZUZu rage 1 ID:nMYxFCYdHw2DaDkcr6JBR9zZEro-ONTQ7ciZ6_2e7twv1 nV5KUTWC4XX3rJm 1 Iyw6SzXl3n 9-0-0 9-0-0 2x4 i 5 2x4 II 2x4 II 42x4 11 Scale = 1:37.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-11-10, 4=8-11-10, 5=8-11-10 Max Horz 1=391(LC 12) Max Uplift 4=-109(LC 12), 5=425(LC 12) Max Grav 1=141(LC 1), 4=178(LC 17), 5=546(LC 17) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-470/422 WEBS 2-5=666/604 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=770mph.(3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-5-12 to 3-5-12, Interior([) 3-5-12 to 8-10-4 zone;C-C for members and forces & MWFRS_for reactions -shown; Lumber-DOL=1.60_plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing: 3) This truss has-been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • T_hisAruss has been designed for a live load of 20.Opsf on -the bottom chord -in all areas where a rectangle-3=6=0-tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable -of -withstanding 100 lb -uplift at joint(s) except at=lb) 4=109, 5=425. This item has been electronically signed and sealed by Velez, Joaquin, 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. ,Joaquin;Vetez, PE'No.68182 MITek_USA Iric FLCert6634: , 69D4`Parke Fast Blyd.:Timpa FL;33k6' bat, :- March 24,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M17EK REFERENCE PAGE 114II.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 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 Is h/iiTek' 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 ANShTPH Quality Criteria, DSB-89 and SCSI Building Component Safety /nfa mation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. 6904 Parke East Blvd. Tampa, FL 36610 Symbols 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. Ole- For 4 x 2 orientation, locate plates 0- ''+8' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. " Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 3 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber valueg- established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2, Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIfTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANS11TPI 1. 9. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unlgss 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. y 1�. Top chords mupt be sheathed or pudins provided at c c spacing indicatbd on design. c 0 14. Bottom chords require lateral bracing at 10 ft. spaces ro N U or less, if ho tailing is installed, unless otherwise nd. d U 15. Connections not shown are the responsibility of othly C 0 J OC Y 16. Do not cut or alter truss member or plate without prior y; approval of an engineer. o. 17. Install and load vertically unless indicated otherwise. 16. 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/rPI 1 Quality Criteria.