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Home My WebLink AboutTrussHatch Leaend 9'-4" A. F. F JF�TRLISS END DETAIL PROJECT LOG ISSUED FOR PRE -CON 04-13-21 ISSUED FOR PERMIT 04-28-21 NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS 11TTP. 1 TTP• 1 TYP. RIDGE CAP & ROOF MEMBRANE 2x RIDGE BOARD (2) SIMPSON H10 CLIPS ON 1 SIDE OF TRUSS STAGG. & ATTACHED TO 2x6 CATS 0 24" O/C BETWEEN TRUSS RUN PRE ENGINEERED ROOF TRUSSES SEE FRAMING PLAN FIELD FRAMED RIDGE DETAIL ....PhR '. kl;, c NOTE: THIS TYPICAL DETAIL TO BE USED WHEN CONDITIONS MAY OCCUR WHEREVER THE VERTICAL EXTERIOR MEETS THE ROOF TYP. ROOF FLASHING DETAIL N.T.S. Moisture barl not shown `a r y� ,Y5 rebar min. i OW]P APF/9F MI mdx Eu4sulloaJz 4� - �lR' AB hbL t5 3 A�[UyjdGb yk OI.BFSVIMII £a IdN YMJ#� iILtlTN ll(9Y ""1 H h P5 (F11 : �e� I I'+NI IIN11 fll.f ld j') 14, A, 4 iiE1k"U TYP. MISSED STRAP DETAIL NOTE: TRUSS LOADS HIGHER THAN CHART PROVIDED WILL NEED APPROVAL LETTER a: EDGE STRIP DEFINED AS THE LESSER OF 10% OF LEAST HORKQ A,L DIMENSION OF BUILDING OR 40% OF Ht'cr++�l BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OF BUILDING AND AT LEAST 3 FT NOTE: SEE DIAPHRAGM SCHEDULE FOR ROOF ZONE NAILING REQUIREMENTS. O ROOF ZONE DIAGRAM N T O DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2 2R 2N ZONE 3E 3R PANEL FRAMING BOUNDARIES EDGE INTER. EDGE INTER. EDGE I INTER. LOCA71ON PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING 8d RtNG- 8d RING- 8d RING- Bd RING- Bd RING- 8d RING- 8d RING - EXPOSURE I, OR EQUAL 24' 0/C SHANK SHANK SHANK SHANK SHANK SHANK SHANK BLOCKED AS SPAN RA17NG 40120 19 32' MAX. 6' 0 C 6' 0 C 6' 0 C 6' 0 C 6' 0 C 4' 0110 4' 0 C SHOWN ON PLAN ARA RATED SHEATHING Bd RING- 8d RING- Bd RING- NAIL CORNER STUDS L70: EXPOSURE I, OR EQUAL 16' 0/C SHANK SHANK SHANK AT 4' 0/C MAX. TYPICAL WALL SPAN RATING 40120 19/32 1 MAX. 1 4" 0 C 1 4' 0 C 1 6' 0 C I BLOCK FREE EDGES ARA RATED SHEATHING Bd RING- 8d RING- 8d RING- INT. EXPOSURE I, OR EQUAL 16' O/C SHANK SHANK SHNK A BLOCK FREE WALL SPAN RATING 32 16 15/32 MAX. 6' 0 C 6" 0 C 12" 0 C EDGES RING —SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS: 1. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH ROOF NAILING IS IDENTICAL FOR ZONES 1 & 2 �� /�� i A. TRUSS CONNECTOR SCHEDULE FASTENERS PER STI AP ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (F1) MARK USP CONNECTOR TRUSS TIE-BFAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA12 (5) 10d x 1-112' - 990 1980 1 335 1 670 1 2451 490 TC-2 TA14 7 10d x 1-12 - 1205 2410 1 3351 670 1 245 1 490 TC-3 HIWM16 (a) 10d x 1-112' (4) 1 4' x 1-3 4' WAB. 1225 - 1225 1 1225 j - TC-4 HTA16 9 10d x 1-12' - 1870 2430 710 1 13101 270 1 1215 TC-5 ITW20 (20) 10d x 1-112 (24) 1Od x 1-112' 1530 1 1 - - - - - SQUARE CUT OVERHANG❑ w/2X4LEVEL RETURNS 12 / REVIEWED FOR CODE COMPLIANCE ST" LUCIE COUNT R" YOCC FILE COP` LU d S J � m it J a W LLJ J : J LL Z W Z N J 0 ¢ a N o Q � � o Cn C Cn L C co n T 0�= w c Ln Cl o a+ rnw L to = 'd cp +' 7� S C7 Ln Oj c .w fn w ` O 1= g w c to cn LU Es E � 1i O OF-O _ n Cn Cn o� V L bg 0 8 a � v ra t Z O MY 2 LU MY1 Ln z R LU 0 Z W O ?> UJJ 0 J i 1JJ Ul) 1/4" = 1'-0" U.N.O. TRUSS PLAN 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS OF SANE TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. Lumber design values are in accordance with ANSI/TPI 1.section 6:3 These truss'designs rely on lumber:values established .by others. - MiTe.k RE: ,2755274-GHO-I9MW GHO Homes - Clementine - Classic MiTek USA, Inc. Site Information 6904 Parke East. Blvd. Tampa, FL 33610-4115 Customer Info:: GHO Homes Project Name: MW 19 . Model: . Lot/Block: 19 Subdivision: Meadowood Address: TBD, . City: Fort Pierce : State: FL Name Address and License # of Structural Engineer of Record, If there is:on% for the.building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design: Loads (Individual Truss Design Drawings Show -Special Loading Conditions): Design Code: FBC2020lTP12014 . Design,Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof :Load: 45.0 psf Floor Load: N/AP sf This package includes 53 individual-, Truss Design Drawings and 0 Additional Drawings. :With my seal: affixed to this sheet,.l: 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 T2391.7450 Al..: 5/12/21 23 T23917472 A23 5/12/21: 2 .... T23917491 A2 .... 5/12/21 24. 7`23917473 A24 5/12/21' 3 : T23917452 A3 5/12/21 25 - T23917474 A25 5/12/21 1 4 T23917453 A4 5/12/21 26. T23917475 AGR 5/12/21 5 T23917454 A5. 5/12/21, 27 T23917476 Ell 5/12/21 6 T23917455 A6 5/12/21 28 T23917477 B2 5/12/21 7 T2391.1456 A7 5/12/21 29 T2391.7478 .BGE .5/12/21, 8 T23917457 A8 5/12/21 30 T23917479 CA 5/12/21: 9 T23917458 A9 5/12/21 31:: T23917480 CJ 1'A 5/12/21 10 G. . T23917459 A10 5/12/21 '32 T23917481 CJ1 B 5/12/21 11 T23917460: Al 1 5/12/21: 33 T23917482 CJ 1 C 5/12/21' 12 T23917461 A1.2 5/1:2/21 34 T23917483 .CJ3 5/12/21; 13 T23917462 A13 5/1.2/21 35 T23917484 CJ3A 5/12/21 14. ' : T23917463 A14 5/12/21 36 ..: T23917485 CZ 5/12/21 15 : 723917464 A15 5/12/21 37 T23917486 CJ5A 5/12/21 16 : - T23917465 A1.6 5/12/21 .. 38 T23917487 EJ3 .5/12/21 17 -'T2391:7466- :'Al7 5/12/21 39 T23917488 EJ5 5/12/21 18 T23917467 A1:8 5/12/21 40 T23917489 EJ6 5/12/21. 19 T23917468 A1'9 5/12/21 41... T23917490 EJ6A 5/12/21 20 : T23917469 A20 5/12/21 42 .. T23917491 EJ613: 5/12/21 21 T23917470 A21 5/12/21 43. . T23917492 EJ7 - 5/12/21 .22 T23917471 : A22 .5/12/21:: 44 T23917493. H6 5/12/21 The truss drawings) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on. the. parameters �% pP •., • • • •... <<c �,� rovided b Builders FirstSource Plant City. FL). ��` ,:'� G E N S •�� (,P Y ( Y, Truss Design' Engineer's Name: Velez, Joaquin 8182 My license renewal date for the state of Florida is February 28, 2023. o= IMPORTANT NOTE: The seal on these truss component designsis a certification STATE OF : �� that the engineer named is licensed in the jurisdiction(s) identified. and that the O �/ • designs comply with ANSI/TPI 1. These designs are based upon parameters •'�� O R p Q:• �,>� shown' (e.g., loads, supports, dimensions., shapes and design codes), which were ,� S . • • • C?.�� given to MiTek or,TRENCO. Any project specific information included.is for MiTek's or �j s/ • •�� TRENCO's customers. file reference purpose only., And was not taken into account in the �i�� N A' preparation of these designs. MiTek, or TRENCO has not independently verified the . applicability of the design parameters or. the designs for anyparticular building. Before use, Joaquin Velez k No.68182 the building designer should verify applicability of design parameters and properly MiTek uSA, Inc. FL Cert 6634 incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 6§04 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 Velez, Joaquin1 of 2 . RE: 2755274-GHO-19MW - GHO Homes - Clementine - Classic Site Information: Customer Info: GHO Homes Project Name: MW19 Model: . Lot/Block: 19 Subdivision: Meadowood Address: TBD, . City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T23917494 H7 5/12/21 46 T23917495 H7A 5/12/21 47 T23917496 HJ3 5/12/21 48 T23917497 HJ5 5/12/21 49 T23917498 HJSA 5/12/21 50 T23917499 HJ7 5/12/21 51 T23917500 HJ14 5/12/21 52 T23917501 V3 5/12/21 53 T23917502 V5 5/12/21 2of2 Job Truss Truss Type , (ilty Ply GHO Homes - Clementine - Classic T23917450 2755274-GHO-I9MW Al Roof Special Girder 1 2 .Job Reference (optional) /rmlders mrsi:iource trtanl la[y, r-L), ream uny, rL - 10001, D.- A / Pl I I.II I — II Iw„II�� ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-vaDmtYLvtBef_hCGZzR4lrxkooSRIA_K1 o6tpUzHcc? ` 2-0-0 3-6-0 7-0.0 12-4-0 17-8.0 20-4-0 24-2-0 28-4-0 32-6-0 36-0-0 39-6-0 41-6-0 1 2-0-0 3-6-0 3.6.0 5-4-0 5-4-0 2-8-0 3-10-0 4-2-0 4-2-0 3-6-0 3-6-0 2-0-0 w co "1 6 Sx8 = 5x8 = 6.00 12 3 35 36 4 . 37 3B 39 40 5 3x6 = YO GI YI YO 3x6 = 3x8' _ 3x4 = 5x12 = 46 6 7 8 41 42 15 52 53_ 14 54 6x8 = 3x8 = 24-0-0 24,2-0 28-4-0 5x8 = 10 Scale = 1:73.8 m N Lb 12=0 -v 3x6 = LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0:0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress' Incr NO. Code FBC2020/TP12014 CSI. TC . 0.65 BC 1.00 WB 0.36 Matrix-MSH DEFL. in (loc) I/defl Ud Vert(LL) 0.21 22-31 >999 240 Vert(CT) -0.26 22-31 >999 180 Horz(CT) 0.05 17 - n/a n/a -PLATES GRIP . MT20 244/190 Weight: 432 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 2x4 SP No.2 *Except* BOT CHORD. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-15: 2x4 SP No.3 6-0-0 oc bracing: 16-17,14-15. WEBS 2x4 SP No.3 *Except' 7-17: 2x8 SP 240OF 2.0E OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-870, 11=0-8-0, 17=0-8-0 Max Horz 2=217(LC 24) Max Uplift 2=-1147(LC 8), 11=-629(LC 8), 17=-1679(LC 8) Max Gram 2=2236(LC 29), 11=1339(LC 30), 17=4070(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3757/1752, 3-4=-3771/1798, 4-5— 3771/1798, 5-6=-3110/1518, 6-7=-246/748, 7-8=-246/748, 8-9=-1260/629, 9-10=-1260/629, 10-11=-2001/781 BOT CHORD 2-22=-1295/3423, 20-22=-1305/3452, 19-20=-1061/2793, 18-19=-956/2210, 17-18— 962/2221, 16-17=-690/360, 8-16=-711/342, 14-15=-291/176, 13-14=-494/1694, 11-13=-493/1668 WEBS t 6-19= 293/743, 8-214-707/1979,}9-14—655/463510-14 —660/204510-13—37//636, ��`,00 ( N tU�II P F<<c 0�I 7-17— 1185/508, 6-17— 3499/1589 �.� O • ....... . ��. GENS•• •.•�\ F•••• NOTES- ,,� i 1)1R.-ply truss to. be connected together with 10d (0.13111x3") nails as follows: .` No 68182 •: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. * * ► Bottom chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 -.2 rows staggered at 0-9-0 oc. 2).4111 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 -0 : tr Z ply connections have been provided to distribute only loads noted as (F) or(B), unless otherwise indicated. o J3 �• S OF (U� 3) Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-16; Vult=160mph Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. � �� T �••'C4' Q;•• 4) (3-second gust) 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 �� Q �0 �Si O R �• . •• $' s/ ' 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific � O N AL �,%% to the use of this truss component. I��`��% 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. Joaquin Velez PE No.68182 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads. MiTek USA, Inc. FL Cert 6634' 9) • This truss has been designed for a live load of 20.Opsf'on the bottom chord in all areas.where a rectangle 3-6-0 tall by 2-0-0 wide 6904 Parke East Blvd. Tampa FL 33610. will fit between the bottom chord and any other members. Date: 10) Provide mechanical connection (by others). of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) May 12,2021 ,ontRm'hWin 17=1679. Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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, thebuilding designer must verify the applicability of design parameters and property incorporate this design into the overall Bracing indicated is to buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing M!Tek' building design. prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSM11 Quality Criteria, DSB-89 and:BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 206.01 Tampa, FL 36610 ' Job Truss Truss Type , City . ply GHO Homes -.Clementine - Classic T23917450 2755274-GHO-I9MW Al Roof Special Girder 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 11 09:34:38 2021 Page 2 . . I ID:gll8wLVNi6YkTT7fiBJBhFyw6EN-vaDmtYLvtBef_hCGZzR4LlxkooS RIA_K1 o6tpUZHCc7 NOTES- 1'1) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 220 lb down and.191. lb up at 7-0-0, 220 lb down and 181 lb up at 9-0-12, 220 lb down and 181 lb up at 11-0-12, 220 lb down and 181 lb up at 12-11-41 220 lb down and 181 lb up at 14-11-4, 220 lb down and 184 lb up at 16-11-4, 220 lb down and 181 lb up at 25-5-4, 220 lb down and 181 lb up at 26-5-4, 220 lb down and 181 lb up at 28-5-4, and 220 lb down and 181 lb up at 30-5-4, and 407 lb down and 363 lb up at 32-6-0 on top chord, and 474 lb down and 386 lb up.at 5-0-12, 86 lb down at 7-0-12, 86 lb down at 9-0-12, 86 lb down at 11-0-12, 86 lb.down at 12-11-4, 86 lb down at 14-11-4, 86 lb down at 16-11-4, 603 lb down and 363 lb up at 18-11-4, 86 lb down at 25-5-4, 86 lb down at 26-5-4, 86 lb down at 28-5-4, and 86 lb down at 30-5-4, and 462 lb down and 111 lb up at 32-5-4 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=-70, 3-5=-70, 5-6=-70; 6-i0=-70, 10-12=-70, 16-29=-20, 15-32=-20 Concentrated Loads (lb) Vert:3=-138(F) 10= 216(F) 22=-61(F) 9=-138(F) 14=-61 (F) 13=-336(F) 35 138(F) 36=-138(F) 38=-138(F) 39=-138(F) 40=-138(F) 41=-138(F) 42=-138(F) 44=-138(F) 45=-428(F) 46= 61(F) 47=-61(F) 48— 61(F) 49=-61(F) 50= 61(F) 51=-532(F) 52=-61(F) 53=-61(F) 54=-61(F) • WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design., Bracing indicated is to buckling of individual truss web and/or chord.members only. Additional temporary, and permanent bracing MOW prevent is always required for stability and to prevent collapse with possible personal Injury. and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ..ANS11TPII Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply GHO Homes - Clementine - Classic T23917451 2755274-GHO-I9MW A2 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), -2-0-0 , 4-6-10 ennr.-,;- Plant City, FL - 33567, PririB 5x8 = 4 34 35 5 s Apr 20 2021 MiTek Industries, Inc. Tue May 11 09:35:16 2021 'fiBJBhFyw6EN-ouW 7sYokxsQGYX6any7?ti W EL6TneM3wmiKu' 30-6-0 %lli6 39-6-0 141-6-0 4 5-r 4-6-10 2-0-0 Sub = 3x8 = 6x8 = 3x8 = 3x6 = Scale=1:73.8 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.58 BC 0.78 WB 0.38 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udefl Ud -0.14 19-28 >999 240 -0.31 19-28 >929 180 0.05 16 n/a n/a PLATES GRIP MT20 244/190 Weight: 222lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 8-14: 2x4 SP No.3 : WEBS 1 Row at midpt 6-16 WEBS 2x4 SP No:3'Except' 7-16: 2x8 SP 240OF 2.0E OTHERS 2x4 SP No.2 *Except* 21-22,24-25: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0, 16=0-8-0 Max Horz 2=258(LC 9) Max Uplift 2=-569(LC 10), 11=-457(LC 10), 16=-607(LC 10) Max Grav 2=1173(LC 1),,11=B46(LC 16), 16=1879(LC 1) . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1778/1076, 3-4=-1454/937, 4-5_ 1247/930, 5-6=-1261/940, 6-7=0/265, 7-8=0/265, 8-9=-569/559, 9-10=-682/532, 10-11=-1048/683 BOT CHORD 2-19=-648/1661, 17-19=-385/1111, 16-17=-501/1078, 8-15= 337/90, 11-13=-389/886 WEBS 3-19=-419/259, 4-19=-10/332, 5-19=-37/256, 6-16=-15011790, 8-13=-277/743, 10-13=-441/279,7-16=-631/432 {{{1If1.11fl., �, QUIN ' �F NOTES- 1) Unbalanced roof live loads have been considered for this design. `mot �P ........ ,% J .•G E N �•. �� F ••, 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. •� V �� 41; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 5-0-10, Extedor(2R) No 68182 5-0-10 to 15-8-0, Extedor(2E) 15-8-0 to 18-4-0, Interior(1) 18-4-0 to 26-6-10, Exterior(2R) 26-6-10 to 34-5-6, Interior(1) 34-5-6 to * : •: 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 for live load loading �'0 : % Cr Z 3)-Quilding. Designer/ Project engineer responsible verifying applied roof shown covers rain requirements specific to the use of this truss component. 4) Provide drainage to •. S O F 0 �(! adequate prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. .0 % 0000 '� �•,��. O 1 Q ;•• ��`�� '##,j�ls(1 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 I l) will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 569 lb uplift at joint 2, 457 lb uplift at joint 11 and 607 lb uplift at joint 16. Joaquin Velez PE No.68182 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 A WARNING - Verity design parameters,and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply GHO Homes - Clementine - Classic T23917452 2755274-GHO-I9MW A3 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant. City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 11 09:35:34 2021 Page 1 ID:gllBwLVNi6YkTf7fiBJBhFyw6EN-GMcwehOI h0iiilU1 rkRDcVGLyNe3sOVavWhrmEzHcb7 -2.0-0 5-3-12 11-0-0 13-8-0 16.4-0 20-4-12 24-2-0 28-6-0 34-2-4 39-6-0 41-6.0 2-0-0 5-3-12 5-8-4 2-8-0 2.8.0 4-0-12 3-9-4 4-40 5-8-4 5-3-12 2-0-0 US = 7x10 = 4 34 355 4x8 = -r = 77..a — US = Scale=1:73.8 5-3-12 11-0-0 16.4-0 20-4-12 24-2-0 28-6-0 34-2-4 39-6-0 5-3-12 5-8-4 .1Z 4-0-12 3-9-4 4-4-0 5-8-4 5-3-12 Plate Offsets (X,Y)— [4:0-4-0,0-1-15], [5:0-5-0,0-3-0], [6:0-5-4,0-3-4], [9:0-1-12,0-3-8], [16:0-5-12,0-4-0], [18:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0:50 Vert(LL) 0.34 17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC .0.65 Vert(CT) -0.59: 17 >801 180 BCLL 0.0 ' Rep Stress lncr' YES WB 0.83 Horz(CT) 0.17 11 n/a rile BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 292 lb FT = 20% LUMBER - TOP CHORD 2x6 SP No.2 *Except 1-4,9-12: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 8-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 5-18: 2x4 SP No.2, 14-16: 2x6 SP No.2 OTHERS 2x4 SP No.2 `Except . 23-24,26-27: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=298(LC 9) Max Uplift 2=-813(LC 10), 11=-821(LC 10) Max Grav 2=1926(LC 1), 11=1926(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3514/1698, 3-4=-2989/l581, 4-5=-2625/1520, 5-6=-4686/2523, 6-7=-4301/2261, 7-8=-4301/2261, 8-9=-4049/2166, 9-10=-2994/1612, 10-11=-3518/1729 BOT CHORD 2-21=-1213/3105, 19-21=-1213/3105, 18-19=-1104/2934, 17-18=-1704/4109, 16-17= 1694/4066, 8-16 526/312, 13-14=-1330/3108, 11-13=-1330/3108 WEBS 3-19= 642/299, 4-19=-425/1066, 5-19= 825/359, 5-18=-1399/2725, 6-18=-2364/1305, 14-16=-1051/2583, 9-16=-877/2022, 9-14=-437/235, 10-14= 641/300, 7-17=-363/221, 6-17=-114/348,8-17— 131/359 NgTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Ezp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 7-0-10, Extedor(2R) -Z,-0-10 to 13-8-0, Extedor(2E) 13-8-0 to 16-4-0, Intedor(1) 16-4-0 to 24-3-12, Extedor(2R) 24-3-12 to 32-5-6, Interior(1) 32-5-6 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying, applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4.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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=813, 11=821. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be aoDlied directly to the bottom chord. cm N 2m =4 0 I N ��%0* PpIU I � ,O .. G•E ..... • F2 �iii No 68182 r r '+ N A'111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 MOW 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 ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type . Qty Ply GHO Homes- Clementine - Classic T23917453 2755274-1311-10-I9MW A4 Half Hip 1 1 Job Reference (optional) Builders FlrstSOUrce (Plant tarty, FL), Plant Gity, FL - 33567, 8.430 s Apr 20 ZU21 MI I eK Industries, Inc. 1 Ue May l I U9:3b:38 ZUZI Page 1 ID:qll8wLVNi6YkTT7fiBJBhFyw6EN-Dljh3N1 HD?yQycdQy9UhhwLfeAFiKFmtMgAxr6zHcb5 2-0-0 6-8-13 12 4 0 14-4-0 19-3-0 24-2-0 26-6-0 33-1-4 39-6-0 41-6-0 2-0.0 6-8-13 5-7.3 2-0.0 4-11-0 4-11-0 2-40 6-7-4 6-4 12 2-0-0 6.00 12 5x6 = 5x6 = 3x4 = 5x6 = 5xB II 4x12 = Scale=1:75.1 6-8-13 12-4-0 19-3-0 24-2-0 26-6-0 , 33.1.4 39-6.O 6-9-13 5 7-3 E11-0 4 11.0 6-7-4 6 4 12 Plate Offsets (X,Y)-- [8:0-4-0,0-2-81, [17:0-3-8,0-4-81, r18:0-3-0,0-3-81, [19:0-3-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip. DOL 1.25 TC .0.62 Vert(LL) 0.4317-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC .0.90 Vert(CT) -0.80 17-18 >591 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(CT) 0.27 11 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight: 251 lb Fr = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 2-19: 2x6 SP No.2, 16-19: 2x6 SP M 26 WEBS 1 Row at midpt 6-19, 7-16 WEBS 2x4 SP No.3 *Except* 8-14: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 22-23,25-26: 2x4 SP No.3 REACTIONS. (size) 2=0=8-0, 11=0-8-0 Max Horz 2=325(LG9) Max Uplift 2=-813(LC 10), 11=-821(LC 10) Max Grav 2=1926(LC 1), 11=1926(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3462/1519, 3-5=-2832/1369, 5-6=-2698/1378, 6-7=-3550/1741, 7-8=-2443/1340, 8-10=-2776/1373, 10-11=-3407/1522 BOT CHORD 2-20— 1031/3039, 19-20=-1031/3039, 18-19=-1057/3133, 17-18=-1217/3550, 16-17=-464/1304, 14-15=-105/300, 13-14=-1125/2975, 11-13=-1125/2975 WEBS 3-20=0/297, 3-19=-754/373, 5-19— 976/2126, 6-19=-1904/956, 6-18=-212/654, 7-18=-9/526, 7-16=-1449/524, 14-16=-894/327, 8-16=-254/776, {{iilll►1/�� 10-14=-758/364, 14-17=-788/2370 `QUIN VE,,J* � �P�� J G.ENS••••. - NOTES- �� .•��,� F •, 1) }Jnbalanced roof live loads have been considered for this design. NO 68182 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. * II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 6-8-13, Exterior(2R) :• 6-8-13 to 12-4-0, Exterior(2E) 12-4-0 to 14-4-0, Interior(1) 14-4-0 to 20-10-15, Exterior(2R) 20-10-15 to 32-1-1, Interior(1) 32-1-1 to .ii7-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions 'f3 : IY Z shown; Lumber DOL=1.60 plate grip DOL=1.60 Building Designer / Project for loading '. S OF 441 3) engineer responsible verifying applied roof live load shown covers rain requirements specific to the this truss - Q �� T • ' T� use of component. 4) Provide adequate drainage to prevent water ponding. �� i�<� •�0 R �� •'P`*N `%� 5) All plates are 2x4 MT20 unless otherwise indicated. O N AL �` `��,, 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. Joaquin Velez PE No.68182 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) MiTek USA; Inc. R. Cert 6634 2=813, 11=821. 6904 Parke. East Blvd. Tampa FL 33610 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Date: sheetrock be applied directly to the bottom chord. May 12,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord.members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply GHO Homes - Clementine - Classic a T23917454 2755274-GHO-I9MW A5 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL -- 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 11 09:35:38 2021 Page 1 I D:gll8wLVNi6YkTT7fiBJBhFyw6EN-97rRT33XIdCBBvno4aW 9mLOyn_yLoBI9g7f2v?zHcb3 -2-0-D 5-8-8 12.4.0 18-5-0 , 24-6-0 , 26-6-0 , 32-9-9_ 39.6.0 41-6-0 2-0-0 5-8-8 6-7-7 6-1-0 6-1-0 2-0-0 8-3-9 6.8• 27 0 0 6.00 F12 5x8 = 5x6 = 5 33 34635 7 3x4 II 6x8 = Scale=1:73.8 m 6 r; m 9 z,0 5.8-8 12 4-0 18-5-0 24-6-0 26-6-0 32-9-9 39-6-0 5.8-8 6-7-7 6-1-0 6-1-0 2-0.0 6-3-9 6-8-7 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [5:0-5-8,0-2-4], [7:0-3-0,0-2-01, [13:0-3-8,0-3-0], [15:0-3-12,0-2-12], [17:0-2-4,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) -Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.35 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC ;0.89 Vert(CT) -0.71 15-16 >670 180 . BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(CT) 0.21 11 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 236 lb FT = 20% . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 8-14: 2x4 SP No.3,.15-17: 2x4 SP NoA WEBS 2x4 SP No.3 *Except* 13-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=326(LC 9) Max Uplift 2=-813(LC 10), 11=-821(LC 10) Max Grav 2=2191(LC 15), 11=2229(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3- 3930/1577, 3-5=-3141/1418, 5-6=-3172/1549, 6-7=-3172/1549, 7-8=-3928/1793, 8-10=-3931/1661; 10-11=-3927/1542 - BOT CHORD 2-18=-11103670: 17-18=-1112/3670, 16-17=-785/2896, 15-16=-875/2932, 8-15=-341/303, 11-13=-1134/3411 WEBS 3-17=-858/357, 5-17=-88/583, 5-16=-258/753, 6-16=-471/354, 7-16=-135/455, 7-15=-532/1433, 13-15=-1117/3429, 10-13=-497/323 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. ai; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 6-8-15, Exterior(2R) 6-8-15 to 17-11-1, Interior(1) 17-11-1 to 18-10-15, Extedor(2R) 18-10-15 to 30-1-1, Interior(1) 30-1-1 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3):€fuilding Designer /,Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Ot=lb) 2=813, 11=821. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. PQU I N ��•` Jov�GEN3F��"�� i No 68182 r r -0 ; c r ► :33 ST OF 00 11 Joaquin Velez PE No.68182 MiTek USA, Inc.:FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 Q WARNING - Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 Intotheoverall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type . my Ply GHO Homes - Clementine - Classic T23917455 2755274-GHO-I9MW A6 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 11 09:35:39 2021 Page 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-dJPphP49W wK?p3M_eH 1 OJZz6KOI?XdbJ3nOcSRzHcb2 -2-0-0 6-6-0 14-4-0 , 22-6-0 , 26-6-0 , 32-9-9 , _ 39-6-D ,41-6.0, 2-0 r 6.6-0 7-9-15 8-2-0 40-0 6-3-9 6-8-7 2-0 0 6.00 12 6x8 = 5x6 = Scale=1:81.1 4x6 � 4x6 7 3x4 4 32 3x6 _ 3x4 3 6 2x4 II 9 d m 2x4 11 31 m 2x4 11 2 33 2x4 II 2x4 11 2X4 11 1 18 17 16 34 15 14 5x8 = 10 00 2x4 11 3x4 = 4x6 — 3x8 = 11 .6 —co 3x6 = 13 12 3 3x4 11 5XB = 6-6-0 14-4-0 22-6-0 26-6-0 32-9-9 39-6-0 6-6-6 7-9-15 8-2-0 4-0-0 6-3-9 6.8-7 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [5:0-4-0,0-1-15], [6:0-3-0;0-2-7], [12:0-3-8,0-2-8], [14:0-6-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lob) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.85 Vert(LL) -0.30 15-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.59 15-17 >798 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.20 10 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -AS Weight: 239lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied. 5-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No:i `Except' WEBS 1 Row at midpt 3-17, 5-15 7-13: 2x4 SP No.3, 10-13: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 12-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=366(LC 9) Max Uplift 2=-813(LC 10), 10=-821(LC 10) Max Grav 2=2189(LC 15), 10=2219(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3874/1532, 3-5=-2973/1337, 5-6=-2735/1344, 6-7=-3115/1442, 7-9=-3883/1630, 9-10=-3901/1502 BOT CHORD 2-18=-1060/3643, 17-18— 1060/3643, 15-17=-673/2724, 14-1 5=-1 037/3303, 7-14=-224/850, 10-12=-1097/3387 WEBS 3-18=0/276, 3-17=-984/420, 5-17=-86/736, 5-15=-157/340, 6-15= 312/963, `,11111111I1/�� 7-15=-1137/524, 12-14= 109213267, 9-12=-492/319 OPQU IN �/��* J*i NOTES- ,�� , •••� G ENS •• �'�� 1) Unbalanced roof live loads have been considered for this design. •' �. F•''•, �� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. NO 68182 •: II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 8-8-15, Exterior(2R) •• %F : k 8-8-15 to 28-1-1, Interior(1) 28-1-1 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever leftand right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Etuilding Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ='d to the use of this truss component. S T F 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.;C Q;•' �� i� 6) . This truss has been designed for live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between the bottom and BCDL 10.Opsf, Cis ' R `G� Si will chord any other members, with = i; �\ �It'r,0 N A' 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) '':� 2=813,10=821. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182, sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,. and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply GHO Homes- Clementine - Classic T23917456 2755274-GHO-I9MW A7 Hip 1 1 Job Reference (optional) 9ullders rirst5ource (Plant i;ity, t-L), viant l lty, t-L - JJbb/, 2-0-0 47-5 9-9-12 1... 4-7-5 5-2-7 0.461.0 5 Apr eU eV41 IVII I UK IIIUU5rlUb, Il It;. 1 uU IvIGy I 1 u.' .QU.41 GUG 1 rnyo I i6YkTT7fiBJ8hFyw6EN-7jXa655Q2Yaj2N W Nli4s0_2XmBzr7bNcW 5ti W KzHcbi 32.9-9 39-6-0 41-6.0 6-3-9 6.8-7 2-0-0 Scale=1:81.1 5x6 = Sx8 = 6.00 12 6 7 34 3x4 4x6 Q 5 33 8 3x6 3x6 2x4 'Z�, 4 9 3x4 d. 2x4 11 3 10 2x4 I1 32 m 2x4 II 2 35 2x4 II 2x4 I 12x4 11 1 0 19 16 17 16 15 5x8 = 11 m o 3x4 = 3x6 = 4x6 = 3x8 = 3x4 = 14 13 3x6 12 o r 3x4 I I 5x6 = 7-11-6 16-4-0 20-6-0 26-6-0 32-9-9_ _ 39-6-0 r— 7-11-6 8-4 10 4 6-3-9 6-8-7 Plate Offsets (X Y)-- [6:0-3-0 0-2-0] [7:0-6-0,0-2-8], [15:0-5-12,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.27 15-16 >999 240 MT20 244/190 TCDL 1&0 Lumber DOL 1.25 BC 0.90 Vert(CT)-0.52:15-16 >914 180 BCLL 0.0 Rep Stress [nor YES WB 0.69 Horz(CT) 0.20 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 244lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 8-14: 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 7-17, 8-16 WEBS 2x4 SP No.3 *Except* 13-15: 2x4 SP No.2 OTHERS 2x4 SP No.2 'Except" 21-22,24-25: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=408(LC 9) Max Uplift 2=-813(LC 10), 11=-821(LC 10) Max Grav 2=1926(LC 1), 11=1926(LC 1) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3456/1499, 3-5=-3183/1425, 5-6=-2427/1246, 6-7=-2083/1207, 7-8=-2477/1277, 8-10=-3464/1577, 10-11=-3388/1453 BOT CHORD 2-19=-1040/3156, 17-19= 876/2726, 16-17=-537/2134, 15-16=-1010/3032, 8-15— 187/751, 11-13=-1052/2950 WEBS 3-19=-352/210, 5-19=-19/456, 5-17=-833/456, 6-17=-258/686, 7-17=-299/176, 10 13= 16=-343/886 ,IIIIII I IIf/111 8-16=-1261/617, 13-15= 1023/2902, 497/303, 7 OPQU1N NOTES- J N 5+'• �� 1) Unbalanced roof live loads have been considered for this design. ,�� .••�G•E •' F�'•. �� 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. No 68182 •:: II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 10-8-15, Exterior(2R) * �' 10-8-15 to 26-1-1, Interior(1) 26-1-1 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) §,uilding Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific . "9 : IZ:, to the use of this truss component. �3 ;• STA OF : �41J Z 4) Provide adequate drainage to prevent water ponding. 5) This, truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.• y 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 �� . 0 R � t� %� �I SSA • •' •�� will fit between the bottom chord and any other members. N A** 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt-Ab) � 11��•� 2=813, 11=821. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 WARNING - Verity deslgnparameters and READ NOTES ON. THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design.. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa,. FL 36610 Job Truss Truss Type , Qty Ply GHO Homes - Clementine - Classic T23917457 2755274-GHO-I9MW A8 Hip 1 1 Job Reference (optional) BUIIderS FirstSource (Nlam tatty, rL), mant Gny, FL - 33b6/, 6.43U S Apr zu zuzi mi I eK InousureS, Inc. I Lie may i i uu:3b:g2 zuzi I D:gllBwLVNi6YkTT7fiBJBhFyw6EN-1 u4yJ R62priagX5ZJOb5xBbi EbJjk2VIIIdG -2-0-0 , 5-B-0 10-10-14 17-0-0 19-10-0 26-6-0 1 32-9-9 39.6-0 41-6-0 2x4 11 2x4 11 m 2x4 11 2 0 3x6 = 5x6 = 5x8 = 6.00 12 6 7 46 = 3x8 = 14 3x4 11 13 6x8 = Scale = 1:81.1 2x4 11 2x4 II 2x4 11 11 j1e\ . 12 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC. 0.55 BC 0.86 WB 0.70 Matrix -AS DEFL. Vert(LL) Vert(CT) HOrz(CT) in (loc)Udefl Lid -0.33 17-19 >999 240 -0.67.17-19 >712 180 0.20 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 247 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 `Except' BOT CHORD Rigid ceiling directly applied. 8-14: 2x4 SP No.3, 11-14: 2x4 SP No.2 WEBS 1 Row at midpt 5-17, 7-17, 8-16 WEBS 2x4 SP No,3 *Except* 13-15: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 21-22,24-25: 2x4 SP N6.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=421(LC 9) Max Uplift 2=-813(LC 10), 11=-821(LC 10) Max Grav 2=2180(LC 15), 11=2204(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3849/1462, 3-5= 3631/1435, 5-6=-2563/1216, 6-7=-2225/1175, 7-8=-2610/1228, 8-10=-3874/1558, 10-11=-3864/1436 BOT CHORD . 2-19=-998/3664, 17-19=-808/3074, 16-17=-484/2352, 15-16=-999/3335, 8-15=-178/960, 11-13=-1037/3351 WEBS 3-19= 377/240, 5-19= 99/728, 5-17=-933/465, 6-17=-309/925, 7-17= 304/200, 7-16=-344/1022, 8-16— 1541/648, 13-15=-1000/3305, 10-13=-496/297 NOTES- ,`,�OPQ�jIN , .•��G•ENS'• •••, 1) Unbalanced roof live loads have been considered for this design. ,�� •' �. F 2) V/ind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. • NO 68182 II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to'11-4-15, Extedor(2R) * � 11-4-15 to 25-5-1, Interior(1) 25-5-1 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) B,uilding Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �'0 to the use of this truss component. O �• S F 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� y �� T ••. Q' •' �N �i� •' •`G� 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 R • • • �% �I SS ...... will fit between the bottom chord and any other members, with BCDL=10.0psf. \ % 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) , III I 2=813, 11=821. I 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89.and.BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic r T23917458 2755274-GHO-19MW A9 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 11 09:35:43 2021 Page 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-V5eKXm7ga9gRlhgmt76KTP7uo7eYTO9uzPMpbCzHcb_ i -2-0-0 5-4-13 i 10-9-11 16.2.8 18-10-819.9�0 26-6-0 32.9.9 39-6.0 , 2-0-0 5-4-13 5-4-13 5.4-13 . 2-8-0 0-10-8 6 6.00 12 co 2x4 6 3x6 = 5x6 = 5x6 !�- 5x8 3x4 11 6x8 = 39-6-0 Scale=1:82.6 o.,e II 2x4 11 14 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC I 0:50 BC 0.95 WB 0.99 Matrix -AS DEFL. in (loc) Udefl Ud Vert(LL) -0.32 19-21 >999 240 Vert(CT) -0.64 19-21 >744 180 Horz(CT) 0.21 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 248 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied. 2-20: 2x4 SP No. 1, 10-16: 2x4 SP No.3 WEBS 1 Row at midpt 9-19, 10-18 WEBS 2x4 SP No.3 *Except* 15-17: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 1-22,14-25: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=0-8-0 Max Horz 2=-418(LC 8) Max Uplift 2=-813(LC 10), 13=-821(LC 10) Max Grev 2=2178(LC 15), 13=221B(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3866/1555, 3-5=-3637/1517, 5-6=-2647/1329, 6-7=-2304/1279, 7-9=-2148/1342, 7-8=-264/17, 8-9=-337/27, 9-10=-2754/1354, 10-12=-3907/1645, 12-13=-3898/1509 BOT CHORD 2-21=-1094/3687, 19-21=-894/3075, 18-19=-610/2418, 17-18=-1067/3350, 10-17=-195/957, 13-15=-1102/3382 WEBS 3-21=-389/246, 5-21=-99/711, 5-19=-863/438, 6-19=-293/874, 9-19=-294/203, ��1�111►//�, 9=18=-326/1058, 10-18= 1430/587, 15-17- 1076/3334, 12-15=-498/315 NOTES-•'•\G•E•N S' •• �'�i 1) Unbalanced roof jive loads have been considered for this design. •• V F•••• 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDLr5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. NO 68182 •� 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Intedor(1) 1-9-15 to 12-3-2, Exterior(2R) * : 12-3-2 to 16-2-8, Exterior(2E) 16-2-8 to 18-10-15, Exterior(2R) 18-10-15 to 23-8-6, Interior(1) 23-8-6 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate — %dp DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific S O F •• �(/ to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. Q �i 'n •'•% Q ;•' �� 5) This truss has been designed for 10.0 bottom live load live loads. �i� �s •. 0 R 0 • • �\ a psf chord nonconcurrent with any other �� 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 S/p E:�`� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. .61 N AL ,1"'fill 7) Provide mechanical connection (by others).of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) l i 11��` 2=813, 13=821. Joaquin Velez PE No.68182 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom -chord. Dater May 12,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 MITQK• 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 ANSM11 Ouality Criteria, DSB-B9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type €sty Ply GHO Homes - Clementine - Classic T23917459 2755274-GHO-I9MW A10 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. TUB May 11 09:34:42 2021 Page 1 I D:ql18wLVNi6YkTT7fiBJBhFyw6EN-oMSGjwOPxQB5TJV1 opW OVY6OvPsJhsrwyQ45xFzHcbx 2-0-0 6-4.12 14-2-B 16-1%13 19-9-0 26.6-0 33.1-6 39.6.0 41.6-0 2-0-0 6-4-12 7-9-12 2-8-0 2-10-8 6-9-0 6-7-6 6 4.10 2-0-0 Scale = 1:82.6 3x6 = 6.00 F12 6x8 — 5x6 5�- 7 5X6 5 34 6 4x6 3x6 i 9 3x4 4 4x6 3 10 3x4 rZ 2x4 II ti m 2x4 11 33 2x4 II 2 2x4 II m 1 35 2x4 II 2x4 II O 20 19 16 36 17 16 5x8 = 12 C? o 3x6 = 2x4 II 3x4 — 4x6 = 3x8 = 15 14 13 3x6 io 3x4 I I 5x8 = 6-4-12 14-2-8 16-10-8 , 26-6-0 33-1-6 39-6-0 6-412 7-9-12 2.8-0 9-7-8 6-7-6 6-,A6 Plate Offsets (X,Y)-- [5:04-0,0-1-151, [7:0-3-0,Edge], [8:0-14,0.2-8], [10:0-3-0,Edge], [14:0-3-8,0-2-81, [16:0-6-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.31 17-19 >999 240 - MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.62 17-19 >767 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(CT) 0.20 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 250 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. Except: 5-8: 2x6 SP No.2 1 Row at micipt 6-8 BOT CHORD 2x4 SP No.i *Except* BOT CHORD Rigid ceiling directly applied. 9-15: 2x4 SP No.3, 12-15: 2x4 SP No.2 WEBS 1 Row at midpt 3-19, 5-17 WEBS 2x4 SP No.3 "Except' 14-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=424(LC 9) Max Uplift 2=-813(LC 10), 12=-821(LC 10) Max Grav 2=2184(LC 15), 12=2214(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3869/1523, 3-5=-2982/1353, 5-6=-2766/1342, 6-8=-2494/1150, 6-7=-323/268, 7-8=-334/285, 8-9=-3121/1456, 9-11=-3872/1629, 11-12=-3920/1507 BOT CHORD 2-20=-1040/3683, 19-20=-1040/3683, 17-19=-693/2778, 16-17=-1038/3290, 9-16=-214/820, 12-14=-1108/3409 WEBS 3-20=0/2721 3-19=-966/381,.5-19— 65/730, 5-17=-208/364, 8-17=-272/1005, 14-16=-1103/3265, 11-14= 470/315, 9-17=-1128/480 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft: B=79ft; L=40ft; eave=5fi; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 1-9-15, Interior(1) .1-9-15 to 14-2-8, Extedor(2R) 16-10-8 to 23-8-6, Interior(1) 23-8-6 to 37-8-1, Extedor(2E)37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) ,9uilding Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load noncohcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 Qt=lb) 2=813,12=821. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11111//��,, P& I N No 68182 S OF .00 ...... 0 N A) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 ANSI1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T23917460 2755274-GHO-I9MW All Roof Special 1 1 Job Reference (optional) piciers Ftrstsource (mant Glty, rL), -2-0-0 , 5-6-11 • m 6 2x4 II 2x4 11 2x4 11 2 1 clan Ulty, rL - 33b6f, - t1.43U S Apr zu zuzl mi I eK Inausines, Inc. I ue may 11 Ue:34:4b zuzl rage 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-CxePLxOIELW fKmEcTy3j7Aku4dgYuDIMeOJIXazHcbl 12-2-8 14-10-8 19-9-0 26.6-0 32-9-9 39-6-0 41-6-0, 6.00 F12 5x6 = 14 3x4 11 13 6x8 = Scale=1:82.6 2x4 II 2x4 11 2x4 11 11 5-6-11 12-2-8 14-1.1 , 19-9-0 26-6-0 32-9-9 39.6.0 5.6-11 6.7-13 2-8-0 4-10-8 6-9-0 6 3-9 6-8-7 Plate Offsets (X,Y)-- [5:0-4-0,0-2-81, [13:0-3-8,0-3-01, [15:0-5-12,Edge], [17:0-2-12,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) . -0.29 16-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC - 0.97 Vert(CT) -0.61 15-16 >774 .180 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(CT) 0.23 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight:-240 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 8-14: 2x4 SP No.3 WEBS WEBS 2x4SPNo.3.*Except* 13-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=422(LC 9) Max Uplift 2= 813(LC 10), l l=-821(LC 10) . Max Grav 2=2171(LC 15), 11=2203(LC 16) FORCES. (lb) - Max. Comp./Max. Ten.: All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3895/1658, 3-5= 3110/1493, 5-6=72769/1459, 6-7=-2608/1386, 7-8=-2629/1375, 8-10— 3867/1712, 10-11=-3861/1557 BOT CHORD 2-18=-1233/3714, 17-18=-1233/3714, 16-17— 1012/3113, 15-16=-1138/3327, . 8-15=-197/941, 11-13=-1145/3349 WEBS 3-17=-852/361, 5-17=-328/1046, 6-17=-590/274, 6-16=-1171/641, 7-16=-815/1880, 8-16=-1510/652, 13-15= 1111/3289, 10-13=-496/323 Structural wood sheathing directly applied. Rigid ceiling directly applied. 1 Row at midpt 6-16, 7-16, 8-16 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3•second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. R; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15.to 8-3-2, Exterior(2R) 8-3-2 to 12-2-8, Exterior(2E) 12-2-8 to 14-10-8, Interior(1) 14-10-8 to 15-9-10, Exterior(2R) 15-9-10 to 23-8-6, Interior(1) 23-8-6 to 37-8-1, Exterior(2E) 37-8-1. to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Quilding Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=813', 11=821. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. ��►Iltlll//� ��,•� PQU I N vE44*.. O No 68182 r ST OF000 oo A: . p N A- Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke.East Blvd. Tampa FL 33610 Date: May 12,2021 . � WARNING - Verity design.parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for dSe only with MiTek@ connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic , T23917461 2755274-GHO-I9MW Al2 Roof Special 1 1 . Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL 33567, 8.430 s Apr 20 2021 MI I ex Industries, Inc. I us May 11 U9:34:bU tun rage 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-ZuxIPfUQ2t9yRX6aGVfugERIGeabZVx5ngOW DnzHcbp -2-0-0 , 4-B-12 10=2-8 12-10-8 19-9-0 26-6-0 32-9-9 39-6-0 , 41-6-0 , 2-0-0 4-8-12 5-5-13 2-8-0 6-10-8 6-9-0 6-3-9 6.8-7 2-0-0 ' 5x6 = 3x4 11 5x6 Scale = 1:73.8 m O 1d LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2020/TP12014 CSI. TIC 0.81 BC 0.85 WB 0.74 Matrix -AS DEFL. in (]cc) Vdefl Ud Vert(LL) 0.29 14-15 >999 240 Vert(CT) -0.55 14-15 >870 180 Horz(CT) 0.21 10 n/a n/a PLATES GRIP MT20 244/190 Weight 240lb FT=20% LUMBER- BRACiNG- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 2-16: 2x4 SP No. 1, 7-13: 2x4 SP No.3 WEBS 1 Row at midpt 5-15, 6-15, 7-15 WEBS 2x4 SP No.3 *Except* 12-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=422(LC 9) Max Uplift 2=-813(LC 10), 10=-821(LC 10) Max Grav 2=1926(LC 1), 10=1926(LC 1) FORCES. (lb).- Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3435/1738, 3-4=-3018/1532, 4-5=-2644/1479, 5-6=-2410/1350, 6-7=-2421/1358, 7-9=-3464/1692, 9-10=-3387/1542 BOT CHORD 2-1 8=-1 302/3160, 17-18=-1182/2985, 15-17= 1183/2984, 14-15=-1116/3035, 7-14=-196/741, 10-12— 1131/2949 WEBS 3-18= 537/349, 4-18= 416/1035, 5-18=-777/440, 5-15_ 1194/724, 6-15=-740/1568, 7-15=-1305/638, 12-14=-1100/2897, 9-12= 496/320 - `,,11111111►fill, ' /F��II�i NOTES- 1) Unbalanced roof live loads have been considered for this design. ,��OQ((........0 ", E N S •• �� Cat. ,�� ,•'�G F•••, 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=401t; eave=5ft; •• 4; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Intedor(1) 1-9-15 to 6-3-2, Exterior(213) No 68182 •: 6-3-2 to 10-2-8, Extedor(2E) 10-2-B to 12-10-8, Interior(1) 12-10-8 to 15-9-10, Exterior(2R) 15-9-10 to 23-8-6, Intedor(1) 23-8-6 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Quilding Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific -0 to the use of this truss component. i ', S T CO F 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. Q �i T ••• Al �i�F O R 1 � 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith 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 '�.SS/p E:�`�� will fit between the bottom chord and any other members. N A1- ��/ 1111 f 111% �1411111111111 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=813, 10=821. Joaquin Velez PE No.68182 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum MiTek USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 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 miss web and/or chord members only. Additional temporary and permanent bracing, MITek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type . Qty Ply GHO Homes - Clementine - Classic T23917462 2755274-GHO-I9MW A13 Roof Special 1 1 Job Reference (optional) Guilders FirstSource (Plant city, PU), Plant City, PI_ - a�jbof, 8.430 s Apr zu zdz r wn i etc industries, utu: I Cie rwdy r r de:ay.do cdc r Faye r ' ID:gll8wLVNi6YkTT7fiBJBhFyw6EN-02JZMejv69Sakclml3VhgN2dvzDa_AbTgQRzHcbj 2-1.0 3-7-4 8-2.8 10.1.0 14-9-9 19-9.0 26-6.0 32-9-9 39-6 0 41-6-0 2.0-0 3-7-4 4-7.4 2-8-0 3-11-1 4-t1-7 6-9.0 6.3-9 6-8-7 2-0-0 Scale=1:81.1 5x6 = 7 3x6 �34 35 5x6 = 6 - 4x6 Sx8 = 8 6.00 F12 4 3x6 2x4 9 3x4 2x4 II 3 33 10 2x4 11 32 2x4 II 2 36 2x4 11 2x4 I 12x4 11 1 O 19 18 17 37 38 16 16 5x8 = 11 t? -� 4x6 = 3x8 = 3x8 = 3x8 = 14 13 12 0 3 x6 4x4 = 3x4 I I 6x8 = 8-2-8 10-10-8 19-9-0 26-6-0 32-9.9 39-6-0 8-2-8 2-8-0 8-10.8 6 9-0 6-3-9 6-8-7 Plate Offsets (X,Y)-- [4:0-3-0,0-2-01, [5:0-5-4,0-2-8], [13:0-3-8,0-3-01, [15:0-5-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0.. Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.39 16-18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.78 16-18 >609 186 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.21 11 n/a n/a BCDL 10:0 Code FBC2020/rP12014 Matrix -AS Weight: 243 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except` BOT CHORD Rigid ceiling directly applied. 8-14: 2x4 SP No.3, 11-14: 2x4 SP No.2 WEBS 1 Row at midpt 6-16, 7-16, 8-16 WEBS 2x4 SP No;3 *Except* 13-15: 2x4 SP No.2 OTHERS 2x4 SP No.2 `Except* 21-22,24-25: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=422(LC 9) Max Uplift 2=-B13(LC 10), 11=-821(LC 10) Max Grav 2=2172(LC 15),.11=2201(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3904/1736, 3-4=-3542/1582, 4-5=-3173/1518, 5-6=-4280/2040, 6-7=-2641/1355, 7-8= 2636/1335, 8-10=-3857/1673, 10-11=-3858/1526 BOT CHORD 2-19=-1308/3762, 18-19=-1326/3998, 16-18= 984/3161, 15-16= 1103/3316, 8-15=-196/919,11-13=-1117/3346 WEBS 3-19= 421/253, 4-19=-410/1262, 5-19=-1225/466, 5-18=-1.054/593, 6-18=-653/1575, 6-16=-1193/644, 7-16=-805/1912, 8-16=-1491/654, 13-15=-1085/3263, 10-13=-493/317 IN I N NOTES- NOTES- ♦♦♦ , ..••�C�E N S •' l �� 1) Unbalanced roof live loads have been considered for this design. •• 4�'•"•, 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. NO 6818200 II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 4-3-2, Exterior(2R) . 4-3-2 to 8-2-8, Exterior(2E) 8-2-8 to 10-10-8, Interior(1) 10-10-8 to 15-9-10, Extedor(2R) 15-9-10 to 23-8-6, Interior(1) 23-8-6 to •: 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 '0 : X 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �• S O F :• to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. i,�� •' ;C Q` • \� ♦♦, • 5) This truss has been designed for 10.0 bottom live load live loads. R a psf chord nonconcurrent with any other 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 ♦♦ SS'/ p will fit between the bottom chord and any other members, with BCDL = 10.0psf. N A1- 'f1'F1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1111111��, 2=813, 11=821. Joaquin Velez PE No.68182 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. valid for use only with MiTek® connectors. This design is based, only upon parameters shown, and is for an Individual building component, not WitDesign 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 MOW always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the fabrication; storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T23917463 2755274-GHO-I9MW M4 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MI I eK Industries, Inc. I US May 11 U9:34:b9 2UL1 Page 1 ID:gllBwLVNi6YkTT7fiBJ8hFyw6EN-od_ilkb4xeHgOwll IuJ?h7JLPGeGAZ5QsZiU1 mzHcbg 2-0-0 6-2-8 8-10-8 14-3-12 19-9-0 21.7-2 , 27-4.4 34-2-7 39-6-0 41-6-0 , 2-0-0 6-2-8 2-8-0 5-5-4 5-5-4 1-10-2 5-9-2 6-10-3 5-3-9 2-0 00 5x6 = 3x6 = 6x8 = Scale=1:73.8 n 9 v m o 2 0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.59 BC 0.88 WB 0.81 Matrix -AS DEFL. in (loc) Udefl Ud Vert(LL) -0.33 17-19 >999 240 Vert(CT) -0.68 17-19 >695 180 Horz(CT) 0.21 11 n/a n/a PLATES GRIP MT20 244/190 Weight:251 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD :Rigid ceiling directly applied. Except: 2-18: 2x4 SP No. 1, 7-16: 2x4 SP No.3 1 Row at midpt 7-17 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-19, 5-17, 6-17 14-17: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 23-24,26-27: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=422(LC 9) Max Uplift 2=-813(LC 10), 11=-821(LC 10) Max Grav 2=2164(LC 15), 11=2197(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD . 2-3= 3770/1620, 3-4— 4226/1924, 4-5=-3513/1614, 5-6=-2407/1233, 6-7=-2859/1519, 7-8=-2902/1415, 8-10=-3228/1418, 10-11= 3968/1533 BOT CHORD 2-21— 1157/3575, 20-21=-1155/3585, 19-20=-1570/4528, 17-19— 993/3324, 13-14=-1149/3467, 11-13=-1149/3467 WEBS 3-20= 627/1460, 4-20= 1080/529, 4-19=-1392/667, 5-19=-267/1010, 5-17=-1491/673, ��1111111/�� 6-17=-978/2144, 14: 17=-892/2776, 8-17=-466/281, 10 14= 796/291 I N NOTES- �� ,, G•E•N S •• 2 ,�I 1) Unbalanced roof live loads have been considered for this design. •'� V� F•••• �� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. a NO 68182 •: II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9.15 to 2-3-2, Exterior(2R) * : w 2-3-2 to 6-2-8, Exterior(2E) 6-2-8 to 8-10-8, Interior(1) 8-10-8 to 15-9-10, Exterior(2R)' 15-9-10 to 23-8-6, Interior(1) 23-8-6 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Cumber DOL=1.60 plate grip DOL=1.60 "01 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific S O F : the this truss to use of component. 4) Provide adequate drainage to prevent water ponding. O. �� oo T•'ANQ;•' �� 5) All plates are 2x4 MT20 unless otherwise indicated. R `G\ 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * ` ISRO N AL �\,�� 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 ,��/►111111 will fit between the bottom chord and any other members, with BCDL=10'.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) Joaquin Velez PE No.68182 2=813, 11=821. s MTek USA, Inc. FL Cert 6634 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: May 12,2021 " WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design.. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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.BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T23917464 2755274-GHO-I9MW A15 Roof Special 1 1 . Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.430 s Apr 20 2021 MiTek Intiustnes, Inc. I ue may 11 09:3b:u3 2u21 rage 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-gOEC75ea?so6UXc4XjO=TO4t?N5MVOnBgiAXzHcbc -2-0-0 4-2-8 8.10.8 12-9-7 18-4.8 19-7-1 21-1•Bi 27-1-5 _ , 33-1-4 39.6.0 2.0-0 42-8 2-8-0 5-10.15 5-7-1 1-2-9 1-6-7 5-11-13 5.11.15 6-413 2.0-0 5x8 = 5x6 = Scale=1:77.0 3x4 i 37 38 3x4 5 8 5x8 = 6.00 12 Sx6 — 3x4 9 3 10 or 36 m 2 39 1 24 23 22 21 201 15 40 1112•� 116)(42 v 4x6 — 4x6 = 4x6 = Sx8 6xB —17 16 14 13 3x6 0 5x6 = 46 — 3x4 = 3x4 = 5x12 11 1 4-2.8 0.10-8 12-9.7 18-48 19-7-121-1-8 27,1-5 31-1-1 , 33-1-4 , 39.6-0_ 42-8 2.8.0 5-10.15 5-7-1 1-2-9 1.6-7 5-11-13 3-11-12 2-0-3 6-4-13 Plate Offsets (X Y)-- [3:0-6-0 0-2-8] [6:06-0 0-2-8] [7:0-3-0,0-2-0], [19:0-6-0,0-0-0], [20:0-3-8,0-4-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC 0.61 Vert(LL) 0.32 19-20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.62 17 >767 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(CT) 0.24 11 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix -AS Weight: 269 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 "Except" BOT CHORD Rigid ceiling directly applied. 2-21: 2x6 SP No.2, 18-21: 2x6 SP M 26 WEBS 1 Row at midpt 4-22, 5-20, 6-18, 8-16 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=395(LC 9) Max Uplift 2=-813(LC 10), 11=-821(LC 10) Max Grav 2=2164(4C 15), 11=2216(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4017/1692, 3-4=-5227/2295, 4-5=-3908/1783, 5-6=-2821/1451, 6-7=-2156/1283, 7-8=-2451/1321, 8-10=-3206/1469, 10-11=-3910/1565 BOT CHORD 2-24=-1240/3809, 23-24=-1239/3825, 2223=-2021/5568, 20-22= 1193/3667, 19-20=-708/2650, 18-19= 631/2409, 17-19=-591/2089, 16-17=-572/2121, 14-16=-917/2710, 13-14=-1156/3396, 11-13=-1156/3396 WEBS 3-23=-950/2137, 4-23=-1329/694, 4-22=-2014/878, 5-22=-238/903, 5-20=-1409/662, 6-20=-738/2313, 16-18=-270/967, 7-18=-302/821, 17-18=-2848/750, 6-18=-1430/358, ,,is1iII1►,�� 8-14=-72/603, 8-16=-1054/471, 10-14=-780/284 OQ.OIN P NOTES- ,�� , .••�C•E jV S •• �'��i 1) Unbalanced roof live loads have been considered for this design. •• V F 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. No 6818200 11; Exp Q Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Exterior(2R) 1-9-15 to 4-2-8, Exterior(2E) 4-2-8 to 6-10-8, Interior(1) 6-10-8 to 14-5-2, Exterior(2R) .14-5-2 to 25-0-14, Interior(1) 25-0-14 to 37-8-1, Exterior(2E) 37-8-1 to * :• 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate - ,grip DOL=1.60 "0 : cc 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific S#rl O F to the use of this truss component. Q •• �(/ 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 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. �i SSA • • • • • �� %% 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 �t►,,�0 N A` ,'�� will fit between the bottom chord and any Other members, with BCDL=10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Joaquin Velez PE No.68182 2=813, 11=821. MiTek USA, Inc. FL Geri 6634 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: May 12,2021 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, andis 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 theoverall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and.BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply GHO Homes- Clementine -Classic T23917465 2755274-GHO-I9MW A16 Roof Special Girder 1 1 Job Reference (optional) Iluuaers Frrsnjource (viam ony, I-L), manr l+ny, rL - JJbbf, b.4JU s Apr eU ZUZ r IVII r eK mausmes, rrle. i ue may r 1 ua:ao:uo euc, raye I ' ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-5zvLm7gTHnAhL?LfCsxeTc5V64?fljpST9uMnszHcbZ 19-0-9 21-1.0 4-10.9 11-0.2 16-4-9 17-5-1P 19-11-15 25-8-10 29-11-4 33-5-12 36.5.14 39-6-0 _ _,_413 2.0.0 2-2-9 2.6-0 6-1-9 5-0-8 1-1- 1-7-0 -11- 4.7-10 4-2-10 3-6-8 3.0.2 3-0.2 2-0-0 111 Scale = 1:76.4 6.00 F12 5x6 = 6x8 = 6x8 = 8 23 22 3x4 = 17 US = 1415=c o LOADING (pso TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/fP12014 CSI. TIC 0.75 BC 0.96 . WB 0.88 - Matrix-MSH DEFL. in (loc) Udefl Ud Vert(LL) 0.40 26 >999 240 Vert(CT) -0.73 24-25 >646 180 HOrz(CT) 0.31 14 n/a n/a PLATES GRIP MT20 244/190 Weight: 332 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 "Except" TOP CHORD Structural wood sheathing directly applied or 1-10-9 oc purlins. 1-3,3-4,11-15: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-1 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 4-29, 8-22 2-28,13-20: 2x6 SP M 26, 9-21: 2x4 SP No.3, 26-28: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 3-30,20-24,25-29: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 33-34,36-37: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-8-0 Max Horz 2=391(LC 31) Max Uplift 2=-864(LC 8), 14=-816(LC 8) Max Grav 2=1966(LC 36), 14=1940(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3812/1354, 3-4=-5941/2163, 4-5=-4042/1470, 5-6=-3161/1191, 6-7=-2800/1135, 7-8=-2742/1117, S-9= 2809/1105, 9-10=-3329/1261, 10-12=-4369/1545, 12-13=-5917/1991, 13-14==3407/1146 BOT CHORD 2-31=-998/3645, 30-31=-lb!4/3708, 29-30=-2027/6337, 24-25= 621/2825, 9-20=-149/492, 111/ 11111/11 19-20=-1101/3907, 18-19=-1565/5240, 13-18=-1503/5039, 17-18=-506/1766, `�0# (DLUIN VF''I�� 16-17=-887/3001, 14-16=-866/2985 WEBS 3-31=-116/470, 3-30=-1082/2853, 4-30= 1512/630, 4-29=-2701/1014, 5-29=-66/480, ,�� ' ,••�.G�E /V 3 ••. �I� ••, 5-25=-1097/511, 6-25=-333/1028, 7-24=-1148/481, 8-24=-774/2029, 10-20=-1259/471, •• V F 10-19= 202/833, 12-19=-14581504, 12-18=-304/1164, 13-17=-3242/955, 20-24=-730/2937, No 68182 9-24=-791/381125-29— 994/3513 NOTES- * r 1) JJnbalanced roof live loads have been considered for this design. "0 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. S T O F II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements. specific Q '0 T •'.'� Q;•' �� to the use of this truss component. 00� Cis • R • 4) Provide adequate drainage to prevent water ponding. ...... �\ �� 5) All plates are 2x4 MT20 unless otherwise indicated. ��0 N A, 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 Joaquin Velez PE No.66182 will fit between the bottom chord and any other members. MiTek USA, Inc. FL Cert 6634 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6904 Parke East Blvd. Tampa FL 33610 2=864, 14=816. Date: May 12,2021 Continued on Daae ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not wt a truss system. Before use, the, building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporaryand permanent bracing MOW 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 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply GHO Homes - Clementine - Classic T23917465 2755274-GHO-I9MW A16 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL c 33567, 8.430 s Apr 20 2021 Mi I-ek Industries, Inc. I ue May 11 U9:35:U6'LU21 Page 2 ` ID:gllBwLVNi6YkTT7fiBJ8hFyw6EN-5zvLm7gTHnAhL?LfCsxeTc5V64?fljpST9uMnszHcbZ NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 155 lb down and 96 lb up at 2-2-9 on top chord, and 126 lb down and 92 lb up at 2-2-9 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 1#7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live. (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 6-7=-70, 7-8=-70, 8-15=-70, 2-26=-20, 24-25=-20, 21-23=-20, 18-20=-20, 17-40=-20 Concentrated Loads (lb) Vert: 31=48(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T23917466 2755274-GHO-I9MW A17 Roof Special 1 1 Job Reference (optional) Builders FrstSource (Plant City, FL), Plant City, FL - 33bb/, t1.43U s Apr zu zuzi Mt i eK mousines, inc. i ue may i i uv;=ua euz i raye i ID:gllBwLVNi6YkTT7fiBJBhFyw6EN-VYbU08jLaiYGCS3Dt_VL5Ej4Nl4NV3hu9770OBzHcbW 1-9-0 5-7-7 9-1-15 11.4-8 13.7.15 1 - B 16-11-15 1B•1- 24-1-4 30-1-3 36-6-0-38.6.0 1-9-0 3-10-7 3-s•s 2-2-s 2-3-7 s 2-11-7 1-1-1 s-o-0 5-11-1s s-0-1a -2.0-0 Scale=1:67.4 5x6 1=m O 3X6 = 4x12 = 1-4-8 0- 12 190 5-7-7 9-1-15 11.4-8 13-7-15 16-11-11 1&1- 241.4 30-1-3 36-6-0 0- 12 0 8 3-10-7 3-6-9 2-2-9 2-3.7 3-4.0 1-1-1 6-0-4 5-11-15 6-0-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.22 17-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.41 17-18 >999 180 . BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.17 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 253lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 "Except' 4-5,576: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 "Except" 1-19: 2x4 SP No. 1, 23-24,25-26,5-19: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 "Except" 28-29: 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-15 JOINTS 1 Brace at Jt(s): 21 REACTIONS. All bearings 1-8-0 except (jt=length) 10=0-8-0. (lb) - Max Horz 1=-375(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 1=-473(LC 10), 10=-766(LC 10), 22=-130(LC 10) Max Grav All reactions 250 lb or less atjoint(s) except 1=1395(LC 1), 1=1395(LC 1), 10=1795(LC 1), 22=31O(LC 15), 22=266(LC 1), 1=1395(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2803/1358, 2-3=-2860/1467, 3-4=-2546/1387, 4-5=-2644/1510, 5-6=-2319/1334, 6-7= 2419/1342, 7-9= 2533/1336, 9-10=-3114/1436 BOT CHORD 1-22— 1038/2582, 21-22=-1038/2582, 20-21=-1038/2582, 5-18— 466/250, 17-18=-986/2662, 12-13=-1041/2708, 10-12— 1041/2708 WEBS 4-20=-282/99, 18-20=-726/2152, 4-18=-440/1122, 5-17=-943/562, 6-17=-762/1576, • 7-17=-322/257, 7-13— 318/193, 9-13=-679/288, 3-20=-395/263, 13-17=-837/2281, 2-22=-256/202 NOTES- 1) iJnbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-11-6, Interior(1) 3-11-6 to 7-5-2, Extedor(2R) 7-5-2 to 11-4-8, Extedor(2E) 1.1-4-8 to.13-6-3, Interior(1) 13-6-3 to 14-1-10, Exterior(213) 14-1-10 to 22-0-6, Intedor(1) 22-0-6 to 34-8-1, Extedor(2E) 34-8-1 to38-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 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. ,{{11111111�� --N Oo .°`v N vF�F •• i i No 68182 r �3 :• S OF I lilt, Joaquin Velez PE No.68182 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 Continued an e A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply GHO Homes - Clementine - Classic T23917466 2755274-GHO-I9MW A17 Roof Special 1 1 Job Reference (optional) CUllaers rtrsllource (clam Lary, I-L), mam Lary, M 060b1, b.4,JU 5 /Apr eu eue r IV]] I eK Inuustrres, Inc. i ue May i r ua:oa:Va zuz r raye z ' ID:gll8wLVNi6YkTT7fiBJBhFyw6EN-VYbUO8jLajYGCS3Dt_VL5Ej4Nl4NV3hu9770DBzHcbW NOTES- 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 473 lb uplift at joint 1, 766 lb uplift at joint 10, 130 lb uplift at joint 22 and 473 lb uplift at joint 1. 9j This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verify design parameters and READ NOTES ON. THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown; and Is for an Individual budding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing. MITek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Ouality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Gly Ply GHO Homes - Clementine - Classic T23917467 2755274-GHO-I9MW A18 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 11 09:35:12 2021 Page 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-w7Gc0AlEtdwg4wooY623jsLZkV4riOGKr5Mg7VzHcbT -2-0-0 ; 5-10-7 12-4-8 15-0-B 16-7-15 21-1-0 27-1-4 W-1-3 39-6-0 41-6-0 , 2-0-0 5-16.7 6-6-1 2-B•0 . 1. .7 4-5.1 6-0-4 5.11-15 6-4 13 2-0-0 Scale=1:75.1 7x8 = 3x6 _ 6z8 = 3x4 11 3x4 = 4x12 = 4x6 = 3x4 = 3x6 = 5-10-7 12-1-15 15-0-8 16-7-15 21-1-0 27-14 33-1-3 39-6-0 5-10-7 6-3-9 2-10-9 1-7-7 1 5-11-15 6-4-13 Plate Offsets (X,Y)-- [4:0-4-0,Edge], [5:0-4-0,0-1-8], [19:0-2-12,Edge], [21:0-5-12,Edge], [23:0-3-8,0-3-0] LOADING. (psf) SPACING- 2-0-0 CSI. DEFL. in (lob) I/defl Ud PLATES GRIP TCLL ' 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.30 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.55 7 >859 180 BCLL 0.0 Rep Stress Incr YES WB '0.88 Horz(CT) 0.24 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 276 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 "Except" 4-5,5r6: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 "Except" 5-22,7-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 21-23: 2x4 SP No.2 OTHERS 2x4 SP No.2 "Except" 25-26,28-29: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=417(LC 9) , Max Uplift 2=-817(LC 10), 12=-817(LC 10) Max Grav 2=2171(LC 15), 12=2186(LC 16) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD :Rigid ceiling directly applied. WEBS 1 Row at midpt 8-19, 8-17, 9-17 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3850/1646, 3-5=-4043/1842, 5-6=-3744/1830, 6-7= 3635/1810, 7-8=-3715/1947, 8-9=72399/1329, 9-11= 3140/1473, 11-12=-3842/1569 BOT CHORD 2-23=-1287/3663, 5-21=-237/882, 20-21=-1286/3763, 19-20=-1358/3939, 7-19= 316/275, 15-17=-920/2692, 14-15=-1159/3336, 12-14=-1159/3336 WEBS 3-23=-559/367, 21-23=-1269/3537, 5-20=-137/556, 6-20=-325/122, 6-19=-1400/629, 17-19— 583/2154, 8-19� 1135/2612, 8-17=-138/398, 9-17=-1054/463, 9-15=-76/613, 11-15=-778/285 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 8-2-9, Exterior(2R) 9-2-9 to 12-1-15, Exterior(2E) 12-1-15 to 15-0-8, Interior(1) 15-0-8 to 17-1-10, Exterior(2R) 17-1-10.to 25-0-6, Interior(1) 25-0-6 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 817 lb uplift at joint 2 and 817 lb uplift at joint 12. 9) This truss design requires that a minimum. of 1/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be aDDlied directly to the bottom chord 1 I11111111/�� I N V F��i♦ G E N g ' �� ♦♦ice. No 68182 � -10 cr S OF : I/: ..0 ;.# " no. lco c P; : =�v: Joaquin Velez PE No.68182 MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 . Date: Mav 12,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa,FL 36610 Job Truss Truss Type y Ply GHO Homes - Clementine - Classic r T23917468 2755274-GHO-I9MW A19 Roof Special 1 1 Job Reference (optional) guneers t-IrS1]OUrCe tt-lam Gliy, I-L), riam UIIy, rL - 600131, o.4csu 5 rlpr zu zuz r rvu I erc inuuburos, mc, r ue rvray r r umoo;-r 9 LVG r rayu i I D:gll8wLVNi6YkTT7fiBJ8hFyw6EN-sW ONRsmUPFAYJDyBgX5XoHRx9JmSAJ4dJOm3OzHcbR 13-8-0 , i -2-0-0 11-0-0 12-1-15 16-7.15 20.8.0 21-6-p 27-1-4 i _ 33-1-4 39.6.0 41-6-0 2-0-0 6.1-1 4-11-0 2-11.15 4-0.1 10- ,- 4 6-0-0 6-4-12 2-0.0 Scale=1:73.8 6x8 = 5x6 = 7 8 3x6 _ 6x8 = 3x10 = 4x6 3x4 = 3x6 3x4 = 13-8-0 LOADING (psf) SPACING- 2-0-0 CSI.. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC ...0.49 Vert(LL), 0.33 . 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 11.25 BC 0.84 Vert(CT) -0.66 20-21 >716 180 BCLL 0:0 ' Rep Stress Incr YES WB 0.92 Horz(CT) 0.26 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight:271 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 20-21: 2x4 SP No. 1, 6-19: 2x4 SP No.3 WEBS 1 Row at midpt 7-20, 7-18, 9-17 WEBS 2x4 SP No.3 *Except* 21-24: 2x4 SP No.2. OTHERS 2x4 SP No.2 *Except* 26-27,29-30: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=412(LC 9) Max Uplift 2=-81 1 (LC 10),.12=-814(LC 10) Max Grav 2=2194(LC 15), 12=2192(LC 16) FORCES. (lb) - Max. Comp./Max._Ten. '- All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3881/1650, 3-4=-4269/1891, 4-5=-3895/1818, 5-6=-3732/1792, 6-7==3794/1945, 7-8=-2129/1292,.8.9=-2443/1338, 9-11=-3153/1473, 11-12=-3858/1571 BOT CHORD 2-24=-12821/3682, 20-21=-1553/4422, 6-20=-356/315, 17-18=-615/2259, 15-17=-918/2705, 14-15=-1162/3351, 12-14= 1162/3351 WEBS 3-24=-713/405, 3-21=-53/338, 4-21=-573/1603, 5-21=-793/353, 5-20=-1499/705, 18-20=-599/2293, 7-20=-1136/2749, 7-18= 802/190, 8-17= 278/768, 9-17=-1036/454, 9-15=-80/621, 11-15=-784/289, 21-24— 1304/3726 NOTES-. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9.15, Interior(1) 1-9-15 to 7-0-10, Extedor(2R) 7-0-10 to 11-0-0, Exterior(2E) 11-0-0 to 13-8-0, Interior(1) 13-8-0 to 16-8-10, Extedor(2R) 16-8-10 to 25-5-6, Interior(1),25-5-6 to •37-8-1, Extedor(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This trusshas 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 811 lb uplift at joint 2 and 814 lb uplift at joint 12. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 3 mI1 `* 0 IN J.' No 68182 r O:. S ICOF s'O N AI-E�� . 1111111/1 Joaquin Velez PE No.68182 MiTek USA; Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date_ May 12,2021 co v ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 temporaryand permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ©ty Ply GHO Homes - Clementine - Classic T23917469 2755274-GHO-I9MW A20 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s Apr 2U'LU21 mi I eK InausineS, Inc. I ue May 11 uu:;io:lo zuei 4-1-0 5x6 i 5x8 = 3x8 = 5x8 = 4x6 = 5x12 = 3x4 = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL ' 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 'Except* 5-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-20: 2x4 SP No.1, 17-19: 2x6 SP No.2, WEBS 2x4 SP No.3 *Except* 19-22,4-19: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 24-25,27-28: 2x4 SP No.3 Scale=1:73.8 C DEFL. in (loc) I/defl Ud PLATES GRIP TCSI. 0.80 Vert(LL) . -0.35 13-14 >999 240 MT20 244/190 BC 1.00 Vert(CT)-0.6813-14 >693 180 WB 0.90 Horz(CT) 0.26 11 n/a n/a Matrix -AS Weight: 260 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-17 16-18: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-371(LC 8) Max Uplift 2=-813(LC 10), 11=-815(LC 10) Max Grav 2=2203(LC 15), 11=221 O(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3914/1832,.3-4=-3538/1673, 4-5=-5346/2540, 5-6=-3414/1689, 6-7=-2998/1628, 7-8=-2724/1509, 8-10=-3687/1662, 10-11=-3957/1722 BOT CHORD 2-22=-1458/3727, 18-19= 2169/5571, 17-18=-2129/5486, 13-14=-1037/2725, 11-13=-1313/3464 WEBS 3-22=-458/291, 4-22=-1336/626, 5-17=-2666/1274, 6-17= 320/1099, 7-17= 379/1196, 7-14=-153/310, 8-14= 824/453, 8-13=-138/772, 10-13=-465/296, 5-19=-783/499, 19-22=-1311/3672, 4=19=-1517/3506, 14-17= 665/2472 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 5-0-10, Extedor(2R) 3-0-10 to 9-0-0, Extedor(2E) 9-0-0 to 11-8-0, Interior(1) 11-8-0 to 14-8-10, Exterior(2R) 14-8-10 to 27-7-0, Interior(1) 27-7-0 to 37-8-1, Extedor(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 815 lb uplift at joint 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be aDDljed directly to the bottom chord. QV IN PV i i� No 68182 ►.'0 • ► ��. �T OF ON M- 1. . Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury .and -property damage. For general guidance regarding the fabrication, storage, delivery, enaction and bracing of trusses and truss systems, see ANS1171711 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type bty 'Ply GHO Homes - Clementine - Classic T23917470 2755274-GHO-I9MW A21 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 11 U9:35:21 2U21 rage 1 ID:g118wLVNi6YkTT7fiBJBhFyw6EN-9sJOvFstlO3Zf1_XaVjAamD2j79OJTtfw_1 fpUzHcbK -2-0-0 7-0-0 9-8-0 , 12.1-15 , i6-8-0 21-9-1 25-6.0 , 32.6.0 39-6-0 41-6-0 , 2-0-0 7-0-0 2-8-0 2-5-15 4-6-1 5.1.1 3-8-15 7-0-0 7-0-0 2-0-0 ' �a 5x6 11 4x4 = 37 7 6x8 = Scale = 1:73.8 r I� 2=� �. 0 34 _ 7x10 = 3x4 11 4x4 II 3x6 = 8x12 = 3x6 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2020lrP12014 CSI. TC 0.79 BC 0.88 WB 0.99 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udefl Ud 0.36 17-18 >999 .240 -0.64 14-16 >735 180 0.26 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 257 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 6-8: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at micipt 5-17, 14-17, 7-14 5-19,6-16: 2x4 SP No.3, 17-18: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 18-20: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 23-24,26-27: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=329(LC 9) Max Uplift 2= 817(LC 10), 1.1=-817(LC 10) Max Grav 2=1926(LC 1), 11=1926(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3346/1793,.3-4=-3539/2051, 4-5=-5155/2823, 5-6=-3429/1983, 6-7=-3034/1869, 7-8=-2313/1516, 8-10=-2681/1563, 10-11=-3383/1741 BOT CHORD 2-21=-1377/2957, 20-21— 1375/2964, 5-18=-761/1625, 17-18==2209/4642, 6-17=-536/1136, 13-14=-1311/2946, 11-13=-1311/2946 WEBS 3-21=0/267, 3-20=-605/1093, 4-20= 3129/1599, 18-20=-1989/4101, 4-18= 524/1246, `�f,t.,Q0IN 5-17=-2003/1103, 14-17— 1151/2525, 7-17=-213/651, 7-14=-879/463, 8-14=-320/780, 10-14=-829/406, 10-13=0/273 ,� QQ'�j� �\ �•• NOTES- 1) Unbalanced roof live loads have been considered for this design. �, � • No 68182 * :• 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 3-0-10, Exterior(2R) = 9-0-10 to 7-0-0, Extedor(2E) 7-0-0 to 9-8-0, Interior(1) 9-8-0 to 12-8-10, Extedor(2R) 12-8-10 to 20-7-6, Interior(1) 20-7-6 to 21-6-10, -O Exterior(2R) 21-6-10 to 29-5-6, Interior(1) 29-5-6 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C 1 % S T OF 4 for members and forces & MWFRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific .0% w i to the use of this truss component. �� I;sS� 4) Provide adequate drainage to prevent water ponding. �\ %% 0 5) All plates are 2x4 MT20 unless otherwise indicated. N Al ,�� 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1.11111 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 Joaquin Velez PE No.68182 will fit between the bottom chord and any other members. MiTek USA, Inc. FL Cart 6634 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 817 lb uplift at joint 2 and 817 lb uplift at 6904 Parke East Blvd. Tampa FL 33610 joint 11. Date: 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum May 12,2021 ® WARNING -Verify design parameters.and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 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, thebuilding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa,.FL 36610 Job Truss Truss Type Qty Ply GHO Homes • Clementine - Classic T23917471 2755274-GHO-I9MW A22 Roof Special 1 1 Job Reference o floral Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s Apr zu zuel Ivd I eK mausmes, Inc, rue may i i utroo;za zuz i raye r ID:g118wLVNi6YkTT7fiBJehFyw6EN-5ERmKxt7HOJGuc8wiwlefBl R5x.qNnNkyN IW ItNzHcbl 2.0-0 5-0-0 7-8-0 12.1-15 14-8-0 16-7-15 21.10-8 27-6-0 32-8-13 39-6-0 41.6.O 2-0-0 5.6.0 2-8.0 4-5-15 2-6-1 1-11-15 5-2-8 5-7-8 5.2-12 6-9-3 2-0-0 Scale=1:73.8 5x6 = 3x4 = 5x8 = 8 38 39 9 3x6 = 5x12 = 3x4 11 3x6 = 3x4 = 3x6 Sx12 = 7-8-0 , 12-1-15 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPl2014 CSI. TC 0.61 BC 0.85 WB 0.96 Matrix -AS DEFL. in (loc) Udefl L/d Vert(LL) 0.41 18-19 >999 240 Vert(CT) -0.72 18-19 >663 180 Horz(CT) 0.25 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 254Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 5-20,7-17: 2x4 SP No.3, 18-19: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 19-21,16-18: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=290(LC 9) Max Uplift 2=-817(LC 10), 11=-817(LC 10) Max Grav 2=1926(LC 1), 11=1926(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD2-3=-3431/1785, 3-4=-4161/2282, 4-5=-4970/2638, 5-6=-4974/2777, 6-7= 3665/2097, 7-8=-3655/2096, 8-9=-2877/1742, 9-10=-2825/1607, 10-11=-3378/1717 BOT CHORD 2-22=-1387/3030, 21-22=-1385/3036, 5-19=-329/311, 18-19=-1500/3472, 14-16=-1017/2454, 13-14=-1288/2938, 11-13=-1288/2938 WEBS 3-21=-892/1652, 4-21=-2442/1314, 19-21=-2068/4254, 6-19=-1037/1906, 6-18=-208/575, 9-14=-132/468, 10-14=-674/326, 8-16=-1134/627, 9-16= 3151725, 16-18=-1230/2861, 3-13= a6o/„o7 %,oPGOI N vE,�� NOTES- ,�� .••�C, E IN 1) Unbalanced roof live loads have been considered for this design. •� F•••• 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. NO 68182 •: 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 1-9-16, Extedor(2R) 1-9-15 to 5-0-0, Extedor(2E) * :• * = 5-0-0 to 7-8-0, Interior(1) 7-8-0 to 10-8-10, Exterior(2R) 10-8-10 to 18-7-6, Interior(1) 18-7-6 to 23-6-10, Exterior(2R) 23-6-10 to 31-5-6, Interior(1) 31-5-6 to 37-8-1, Extedor(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 -13 : CC 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 3 S T O F 141 �• �(/ to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. �i T �' ;C Q;•� _ �� 5) All plates are 2x4 MT20 unless otherwise indicated. �iiO R %�� • • 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' for load bottom by 2-0-0 I, l) �� ., iO N Am-�� 7) This truss has been designed a live of 20.Opsf on the chord in all areas where a rectangle, 3-6-0 tall 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 817 lb uplift at joint 2 and 817 lb uplift at Joaquin Velez PE No.68162 joint 11. MiTek USA, Inc. FL Cliff 6634 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6904 Parke East Blvd. Tampa FL 33610. sheetrock be applied directly to the bottom chord. Date: May 12,2021 ® WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 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 ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Clty Ply GHO Homes - Clementine - Classic � T23917472 2755274-GHO-,I9MW A23 ROOF SPECIAL GIRDER 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, t-L - 3Jbb/, o.vau s r zu cuc i rvn i en nruuswos, n— r uo ,v,ay ..aso ID:qll8wLVNi6YkTT7fiBJBhFyw6EN-Vp7vyywOaxhr13sVN31LHpw7ZBv7_mzO3GIQUhzHcbF 29.5-3 -2-0-0 3-0.0 58.0 8-7-7 12.1-15 1 - 157-15 22.56 24.4.0 28-2.0 2 -1 0 33-11-8 39-6-0 41-6.0 2-0.0 3-0-02-11-7 3-S5 0- 3-11-15 5-9-7 1-10-10 3.10.0. 8• 4-55 _ 56-8 0-7.3 Scale=1:76.4 a IT 54 = 3x6 = 3x4 = 97 5xB 12 39 4x6 = 4x4 = 5x12 = 4x8 = 4x4 = 4x6 6x8 = 29-9-3 i 3.0-0 6B-0 8.7-7 12.1-15 16-7-15 22-5-6 24.4.0 28-2.0 29-53, 31-11.5 , 33-11-8 i0l 8 111 39-6-0 , r 3-6-6 r2.I o 2-11-7 3-6-8 46-0. 5-9-7 1-10-10 3-10-0 133 2-2-3 2-0-3 1-9-3 3-9.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in, (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.26 21-22 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.45 21-22 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(CT) 0.13 14 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except- 6-23,8-20: 2x4 SP No.3, 21-22: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-8-0 Max Horz 2— 259(LC 6) Max Uplift 2=-989(LC 8), 14=-856(LC 8) Max Grav 2=2135(LC 36), 14=1950(LC 1) PLATES GRIP MT20 244/190 Weight 546lb Ff=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-8 ocpurlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4064/1618, 3-4=-5637/2285, 4-5=-4617/1846, 5-6=-5013/1933, 6-7= 4943/1972, 7-8=-4681/1870, 8-10=4641/1859, 10-11=-3537/1507, 11-13=-3109/1262, . 13-14=-3557/1332 BOT CHORD 2-26=-1273/3772, 25-26=-1287/381B. 24-25=-2153/5897, 21-22=-1301/4175, 8-21= 323/206, 17-19=-819/2712, 16-17=-1010/3120, 14-16=-1010/3120 WEBS 3-26=-151/461, 3-25=-1015/2449, 4-25=-1426/617, 4-24=-1917/797, 5-24=-709/305, 22-24=-1448/4242, 5-22=-112/499, 7-22=-603/1630, 7-21= 330/816. 19-21=-1085/3417, 10-21= 410/1344, 10-19=-1265/554, 11-19=-385/1127, 13-17— 545/221,,11=17=-72/443 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 Do. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-3-0 oc, Except member 25-3 2x4 - 1 row at 0-9-0 oc, member 25-4 2x4 - 1 row at 0-9-0 oc, member 24-4 2x4 - 1 row at 0-9-0 oc, member 5-24 2x4 = 1 row at 0-9-0 oc, member 24-22 2x4 - 1 row at 0-9-0 oc, member 22-5 2x4 - 1 row at. 0-9-0 oc, member 22-7 2x4 - 1 row.at 0-9-0 oc, member 21-7 2x4 - 1 row at 0-9-0 oc, member 19-21 2x4 - 1 row at 0-9-0 oc, member 21-10 2x4 - 1 row at 0.9-0 oc, member 10-19 2x4 - 1 row at 0-9-0 oc, member 19-11 2x4 - 1 row at 0-9.0 oc, member 17-13 2x4 - 1 row at 0-9-0 oc, member 13-16 2x4 - 1 row at 0-9-0 oc, member 17-11 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 7-16; Vult=160mph (3-second gust)'Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf:bottom chord live load nonconcurrent with any other jive loads. 5- %0 PQU I N VF4 No 68182 :�3 S TE OF 14/ i lilts Joaquin Velez PE No.68182 MiTek USA; Inc: FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE. PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only wlth MiTek®connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply GHO Homes - Clementine - Classic r T23917472 2755274-GHO-I9MW A23 ROOF SPECIAL GIRDER 1 2 'Job Reference (optional) Builders FrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 a Apr 20 2021 MiTek Industries, Inc. Tue May 11 09:35:27 2021 Page 2 ID:qll8wLVNi6YkTT7fiBJ8hFyw6EN-zOgHAIxeLEpiNDRhxmpagi TAJYFEjDDYIwUzOBzHcbE NOTES- 9) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 989 lb uplift at joint 2 and 856 lb uplift at joint 14. 11) Hanger(s) or other connection device(s)'shall be provided sufficient to support concentrated load(s) 173 lb down and 122 lb up at 3-0-0 on top chord, and 122 lb down and 65 lb up at 3-0-0, and 184 lb down and 128 lb up at 3-4-12 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=-70, 3-4=-70, 4-7=-70, 7-39=-70, 11-39=-30, 11-12=-70, 11-15=-70, 2-23=-20, 21-22= 20, 14-20=-20 Concentrated Loads (lb) Vert: 26=-155(B) Q WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 MOW 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type- Oty Ply GHO Homes - Clementine - Classic rvi `°A T23917473 2755274-GHO-I9MW A24 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 11 09:35:29 2021 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-wOo1 a_yuts3QcXb32Bs2vSYVIMy6BCRdEz45OzHcbC 0 8 7-2-8 8-6-8 13-4-8 18.0-8. 22-B-8 25-4-8 31-3-0 36-0-8 38-0-8 0 -8 7-0-0 1.4-0 4-10.0 4-8-0 4.8.0 2.8-0 5-10-8 4-9-8 2-0-0 Scale = 1:68.6 FrIMM Sx6 = 3x4 = 2x4 11 5x6 = 7 6.00 F12 3x4 = 2 3 4 30 2 28 29 .3x4 26 cc 8 5x6 % co 31 2x4 II 1 2x4 11 m 9 2x4 11 0 ES .6 10 r 19 18 17 16 15 14 13 12 11 3x8 — 4x4 = 3x6 = 6x8 = 3x6 = 3x4 = 3x8 = 2x4 11 3x6 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.15 13-15 >999 240 1MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.31 13-15 >875 180 BCLL 0.0 ' Rep Stress ]nor YES WB 0.50 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 210lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 1-19: 2x6 SP No.2 WEBS 1 Row at midpt 5-15 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 21-22: 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except (jt=length) 1=Mechanical. (Ib) - Max Horz 1=-238(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 17 except 1=-123(LC 10), 15=-685(LC 10), 9=499(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 1=267(LC 19), 17=321(LC 15), 15=1841(LC 1), 9=1032(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/271, 3-4=-179l762, 4-5=-179/762, 5-6=-894/592, 6-7=-909/632, 7-8=-977/595, 8-9=-15311723 BOT CHORD 18-19=-321/492, 15-17=-327/246, 13-15=-20/321, 12-13=-235/909, 11-12=-438/1319, 9-11= 438/1319 WEBS 2-18=0/316, 2-17=-667/323, 3-17=-165/286, 3-15= 650/394, 4-15=-350/245, 5-15=-1372/684, 5-13=-342/834, 6-13=-416/312, 6-12=-298/139, 7-12=-22i/465, 8-12=-656/302, 1-18= 492/468 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 4-2-2, Exterior(2R) 4-2-2 to 11-1-14, Interior(1) 11-1-14 to 22-8-8, Exterior(2R) 22-8-8 to 29-3-14, Interior(1) 29-3-14 to 34-2-9, Exterior(2E) 34-2-9 to 38-1-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.100 lb uplift at joint(s) 17 except (jt=lb) 1=123, 15=685, 9=499. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. G�E N S • �� ii� No 68182 r r'Q: :C r � �:. S OF :�44/ ` /O N A` Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 ANSLITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety In/ormation.avallable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty I Ply GHO Homes - Clementine - Classic ai 9 T23917474 2755274-GHO-I9MW A25 Roof Special Girder 1 1 Job Reference o tional vuuders I-irstsource (flan Laty, rL), riant City, rL - ssbb/, 4x6 = 1-0 Sx8 = 2x4 11 5x8 = 2 3 4" 25 27 28 2 30 33 34 17 35 36 16 37 38 1539 14 2x4 II 5x8 = 4x8 = 3xt0 11 5-8-0 21-6-0 o.4au a mlir Lu LVL I IVII I UK 111UUbL11Ub, Illu. I Iltl I y I 1 ..J . I ray. I VNi6YkMfiBJ8hFyw6EN-KzUADO_m9nR7T_KejJPIX4Az3ZwW OTjHSCCIdLzHcb! 26-2-0 32-1-7 36-10-0 , 38-10-0 , Scale=1:68.4 5x6 = 5x6 = 3x4 7 Ic? 2x4 11 05 8 2x4 11 EV 9 13 12 11 10 b 4x4 = 4x8 4x8 = 2x4 11 4x6 LOADING (psf) SPACING-. 2-0-0 CSI. DEFL. in (lob) I/defl Ud PLATES GRIP, TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.11 17-22 >999 240 MT20 244/190 TCDL 15.0" Lumber DOL 1.25 BC 0.78 Vert(CT) -0.14 17-22 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.85 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight: 219lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 19-20: 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 14=0-8-0, 8=0-8-0 Max Horz 1=-249(LC 23) Max Uplift 1=-609(LC 8), 14— 1429(LC 8), 8=-520(LC 25) Max Grav 1=1020(LC 17), 14=2711(LC 1), 8=1007(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1592/1078, 2-3=-730/818, 3-4=-730/818, 4-5=-779/568, 5-6— 905/491, 6-7=-891/481, 7-8=-1485/598 BOT CHORD 1-17=-907/1393, 16-17=-917/1423, 14-16=-1184/738, 13-14=-1184/738, 11-13=-334/819, 10-11=-378/1281, 8-10=-378/1281 WEBS 2-17=-314/636, 2-16=-928/354, 3-16=-624/498, 4-16=-1439/2133, 4-14=-2421/1388, 4-13=-611/1655, 5-13= 769/384, 5-11=-206/387, 6-11 =-1 98/413, 7-11=-684/276 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 1 This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 1=609, 14=1429, 8=520. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 Ib down and 61 Ib up at 4-6-7, 171 Ib down and 173 Ib up at 6-6-7, 171 Ib down and 168 Ib up at 8-6-7, 171 Ib down and 168 Ib up at 10-6-7, and 171 Ib down and 168 Ib up at 12-6-7, and 200 Ib down and 172 Ib up at 14-6-7 on top chord, and 319 Ib down and 141 Ib up at 3-0-12, 169 Ib down and 77 Ib up at 4-6-7, 69 Ib down and 106 Ib up at 6-6-7, 69 Ib down and 106 Ib up at 8-6-7, 69 Ib down and 106 Ib up at 10-6-7, and 69 Ib down and 106 Ib up at 12-6-7, and 72 Ib down and 21 Ib up at 14-6-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard ��t1`& I N 1.1 vlt. % Op.. No 68182 111t�� Joaquin Velez.PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 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 ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply GHO Homes - Clementine - Classic T23917474 2755274-GHO-I9MW A25 Roof Special Girder 1 1 Job. Reference (optional) winaers rlrsmource kmam Lary, hL), viam cny, rL - ddbU/, tm+ou s Apr zu zuz i Ivn 1 eK Ir1Uustr1es, MU. 1 ue may 1 i UV;00;04 LUL 1 raye c ID:qll8wLVNi6YkTT7fiBJ8hFyw6EN-KzUADO_m9nR7T_KejJPIX4Az3ZwW OTjHSCCIdLzHcb9 LOAD CASE(S) Standard 1), Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-5=-70, 5-6=-70, 6-9=-70, 1-8=-20 Concentrated Loads (lb) Vert: 26=-101(B) 27=-101(B) 29=-101(B) 30=-101(B) 31=-117(B) 33=-201(B) 34=-169(B) 35=-49(B) 36=-49(B) 37=-49(B) 38=-49(B) 39=-60(B) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. - Safety Information available from Truss Plate Institute, 2670 Craln Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic ' T23917475 2755274-GHO-I9MW AGR Jack -Open Girder 1 1. Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33557, 3-0-0 8.43U S Apr zu 2U21 mi I eK Inousines, Inc. I ue May 11 uv::1b:4b 2uZl rage l I D:q 118wLVNi 6YkTT7fi BJ8h Fyw6EN-STm5xS8w6m49X—p8_YBoYgD K IoVhxYvB Rj rwe5zHcay Scale: 1 "=1' 3x4 = 2x4 11 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lo.) Udefl_ Ud PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC 0.11 Vert(LL) 0.01 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) . -0.01 5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB .0.02 . Horz(CT) 0.00. 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP N0.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 3=Mechanical Max Horz 1=77(LC 8) Max Uplift 1=-121(LC 8), 3=-108(LC 8) Max Grav 1=300(LC 1), 3=21O(LC 25) 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. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss, connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=121, 3=108. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 247 lb down and 143 lb up at 1-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-2= 70, 1-3= 20 Concentrated Loads (lb) Vert: 5=-247(B) %.•Q i i N vF'-*.*.. ♦ P < No 68182 r r � -X3 • � .. 011 OF Al RliV ON A� 'E.�`♦ Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 1.2,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 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 iwiTek' 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Clementine - Classic r ' T23917476 2755274-GHO-I9MW 81 Common 9 1 Job Reference (optional) Builders FIrStSOUrCe (Plant Uity, I-L), Plant. Ulty, FL - JJbbt, . ts.4:7u s Apr zu zuei lull I eK inuusine3, mu. I ue may i i uu;oD;4o evc i raye i ID:gllBwLVNi6YkTT7ftBJ8hFyw6EN-wgKT9o9Ys4CO98OLYFf1511 PEq Egvl LgNbTAXzHcax 2-0-0 5-1-4 10-8-0 16.2-12 21-4-0 23-1 2.0-0 5-1-4 5-6-12 5-6-12 5-1-4 2-0-0 EMdE LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.48 Vert(LL) -0.18 8-20 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.38 8-17 >678 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.i WEBS 2x4 SP No.3. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8,-0 Max Horz 2=262(LC 9) Max Uplift 2=-511(LC 10), 6— 511(LC 10) Max Grav 2=1'109(LC 1), 6=1109(LC 1) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1622/928, 3-4=-1195/689, 4-5=-1195/689, 5-6=-1622/928 . BOT CHORD 2-8=593/1514, 6-8=-593/1420 WEBS 4-8= 202/670, 5-8=-561/412, 3-8=-560/412 Scale = 1:41.2 PLATES GRIP MT20 244/190 Weight: 108 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0,18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 6-8-10, Exterior(2R) 6-8-10 to 14-7-6, Interior(1) 14-7-6 to 19-6-1, Exterior(2E) 19-6-1 to 23-5-7 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=511, 6=511. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. co x� 6 ♦♦�� Pp 11 I N' ♦♦♦ ON • G N S . F� ## No. 68182 r '0:• S OF . :4 `�♦ i Joaquin Velez PE Nd.68182 MITek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: May 12,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this:design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 ANSLITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty. Ply GHO Homes - Clementine - Classic e ° T23917477 2755274-GHO-I9MW B2 Common 3 1 Job Reference (optional) Builders First50urce (Plant City, FL), Plant Glty, FL - 33b6/, -2-0-0 5-1-4 2-0.0 2x4 LOADING (pso SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 TCDL 15.0 Lumber DOL 1.25 BC 0.77 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3. OTHERS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=249(LC 9) Max Uplift 6=-349(LC 10), 2— 521(LC 10) Max Grav 6=953(LC 1). 2=1116(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1640/967, 3-4=-1214/730, 4-5=-12161734, 5-6=-1667/1027 , BOT CHORD 2-7=-744/1498, 6-7= 824/1471 WEBS 4-7=-250/679, 5-7— 600/497, 3-7=-560/410 4x6 = b.43U s Apr zu zuzi mi 18K Inousines, Inc. I ue may r 1 Ue;:7D;4r ZUZ I rage i YkTf7fiBJehFyw6EN-OsurM8ABdOKsmlzX6zAGeFIZTc2GPMrUul K1 j_zHcaw 16-2-12 21-4-0 5-6.125-1-4 10-8-0 Scale=1:39.0 I4 O DEFL, in (loc) 11defl Lid PLATES GRIP Vert(LL) -0.18 7-13 >999 240 MT20 244/190 Vert(CT) -0.40 7-13 >641 180 Horz(CT) 0.04 . 6 n/a n/a Weight: 101 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 6-8-10, Extedor(2R) 6-8-10 to 14-7-6, Interior(1) 14-7-6 to 17-4-10, Exterior(2E) 17-4-10 to 21-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer /Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to.the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=349, 2=521. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ��•� P00I N VF< •,,� No 68182 • r, ?0 :. S F : ��/ a St O N A 1-1� tIN:0 /1111111 Joaquin Velez PE N0.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 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 ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from.Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ty Ply GHO Homes - Clementine - Classic ° T23917478 2755274-GHO-I9MW BGE Common Supported Gable 1 1 Job Reference (optional) Builders FirStSoUrce (Plant City, FL), Plant City, FL - 33567, 8.430 S Apr 20 2021 MI I eK Industries, Inc. I ue May 11 UU:3b:4t3 2U21 rage 1 I D:ql lBwLV N i 6YkTl7fi BJBhFyw6EN-s2SDaUBpOhSjOSYjfgi VAS d EOZR8 uVe7h4a FQzHcav -2-0-0 1-9-7 1- -1 10-8-0 19.4-15 19 -9 21.4-0 23-4.0 2.0-0 1-9-7 0- -9 8-8-15 8-8-15 0- -9 1-9-7 2-0-0 44 = Scale = 1:41.2 m d Plate Offsets (X,Y)-- [2:0-7-0,Edge], [12:0-7-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.02 13 n/r 180 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.03 13 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 134lb FT=20% LUMBER- BRACING - TOP CHORD 2x4, SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 *Except* 1-22,23-24;13-25,26-27: 2x4 SP No.2 REACTIONS. All bearings 21-4-0. (lb) - Max Horz 2=-248(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 18, 19, 16, 15 except 2=-255(LC 10), 12=-255(LC 10), 21=-106(LC 10), 14=-106(LC 10) Max Grav All reactions 250 lb or less at joint(s) 17, 18, 19, 16, 15 except 2=343(LC 19), 12=343(LC 20), 21=377(LC 15), 14=384(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-21=-142/319, 19-21=-142/319, 18-19— 142/319; 17-18=-142/319, 16-17=-142/319, 15-16=-142/319, 14-15=-142/319, 12-14=-142/319 WEBS 4-21=-270/266, 10-14=-276/266 NOTES- 1) Unbalanced roof live loads have been considered for this design. Cat. ,�111111 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=2ft; ,�0,au IN VF 4� II; Exp C; Encl., GCpl=0.18; Gable Roof; Common Truss; MW FRS (directional) and C-C Comer(3E) -2-1-7 to 1-9-15, Exterior(2N) 1-9-15 to 6-8-0, Corner(3R) 6-8-0 to 14-8-0, Exterior(2N) 14-8-0 to 19-6-1, Corner(3E) 19-6-1 to 23-5-7 zone; cantilever left and right �� ON ........ , ••'� G E S+ • • for forces & MWFRS for Lumber DOL=1.60 DOL=1.60 ,�� •• F•'•, exposed ;C-C members and reactions shown; plate grip 3) Ttruss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry No 6 818 2 •: Gable End Details as applicable, or consult qualified building designer as per ANSIIfPI 1. * :• 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) AM plates are 2x4 MT20 unless otherwise indicated. � "0 : � 0: Z 6) Gable requires continuous bottom chord bearing. s 13 0 F ((/ ••, �(/ 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q i��T '. Q;•' N_ `�� O t 9) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas, where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 0� R �i SSA • • • • • • • • C� ��% �I��'O N A` 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 19, 16, 15 '`,�0 except (jt=lb) 2=255, 12=255, 21=106, 14=106. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 12. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 1.2,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 5/1912020 BEFORE USE. r� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and 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 p AiTek' 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 ANSLITPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic ° T23917479 2755274-GHO-I9MW CA Jack -Open 9 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 11 09:35:49 2021 Page 1 ID:qll8wLVNi6YkMfiBJBhFyw6EN-KFObngCR97baOc7vDODkjgNtKQuPtMAnMLp7nszHcau -2.0-0 1-0-0 2.0.0 1-0.0 Scale=1:10.3 1-0-0 Plate Offsets (X Y)-- [2:0-0-4,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.00 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 cc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0 Max Horz 2=113(LC 10) Max Uplift 3=-115(LC 1), 2=-369(LC 10) Max Grav 3=183(LC 10), 2=354(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 ,`,�►11111 will fit between the bottom chord and any other members. �� V I N 5) Refer to girder(s) for truss to truss connections. �� OPQ. .. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) ,�� , ;•'� r;,E N S+' • 2 i� 3=115, 2=369. : 4�'•••. i No 68182 �r cc r r V . • c �:• S OF \O, N. 0R ONAX- Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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. 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-B9 and.BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ° ty Ply GHO Homes - Clementine - Classic ° T23917480 2755274-GHO-I9MW CJ1A Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, B.430 s Apr 20 2021 MiTek. Industries, Inc. Tue May 11 09:35:50 2021 Page 1 I D:gllBwLVNi6YkTT7fiBJBhFyw6EN-oRZ_?AC3wJjRdli6n5kzFtw8PpFXcpPwa?ZhJlzHcat 1-0-0 co 0 d m 0 Scale =1:7.5 LOADING, (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud . PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 7 >999 240. MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0:03 Vert(CT) 0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0 Max Horz 2=80(LC 10) Max Uplift 3=-16(LC 1), 2=-180(LC 10) Max Grav 3=53(LC 10), 2=196(LC 15) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 1-0-0 ccpurlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind:•ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=180. OPQU�N ....E N S No 68182 'cc= S OF :Zu' AN OR I S� i#418 i0 N A� 0,�� Joaquin Velez PE No.681.82 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANShTPI1 Quality Criteria, DSB-e9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply GHO Homes - Clementine - Classic ° T23917481 2755274-GHO-I9MW CAB Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-2-3 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 11 09:35:50 2021 Page 1 I D:gll8wLVNi6YkTT7flBJ8hFyw6EN-oRZ_?AC3wJj Rdii6n5kzFtw8PpFXcpPwa?ZhJlzHcat co o_ d Co 6 6 Scale =1:7.5 Hate �usCW ln, r I-- Lcvw-�,�-v-rf LOADING (psf). SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP - TCLL 20.0 Plate Grip DOL 1.25 TIC 0.22 Vert(LL) 0.00 ' 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 7 >999 180 BCLL . 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-4-0 Max Horz 2=80(LC 10) Max Uplift 3=-16(LC 1), 2=-180(LC 10) Max Grav 3=53(LC 10), 2=196(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 1-0-0 oc puriins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat.. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterjor(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOLr1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=180. I N No 68182 r �3 :• S OF �441 1 .,1��O N Al. ��G;. �//11111111{♦ Joaquin Velez PE No.68182 Milk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Clementine - Classic T23917482 2755274-GHO-I9MW CJiC Jack -Open 1 1 Job Reference (optional) Builders Firsttiource (Plant City, FL), Plant City, FL - 33567, 8,430 s Apr 20 2021 MiTek Industries, Inc. Tue May 11 09:35:51 2021 Page 1 I D:gll8wLVNi6YkTT7fiBJ8hFyw6EN-Gd7MCW Dhhcrl FvHILpFCo5TUDahLGf4pflEslzHcas 0-8-8 1-0-0 0-8.8 1-0-0 Scale = 1:7.0 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.12 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 2 >999 180 BCLL 0.0 ' Rep Stressancr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-3-10 Max Holz 2=58(LC 10) Max Uplift 3=-303(LC 1), 2=-327(LC 10) Max Grav 3=249(LC 10), 2=472(LC' 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD, Structural wood sheathing directly applied or 1-0-0 cc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=303, 2=327. t%J111111///'��I PQU IN VFW r, No 68182 CC �:. ST OF :�44/� �i CAS; • .. R 1. • C? �` . 41 /O N A` 11" Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 Wit 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 ANS11TP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply GHO Homes - Clementine - Classic • o T23917483 2755274-GHO-I9MW CJ3 Jack -Open 5 1 Job Reference o tional Puilders FrstSource (Plant City, FL), Plant City, FL - 33567, 8.43U S Apr zu 2U21 MI I eK Inousines, Inc. I ue May 11 ua:J=bS ! zuxi rage 1 ID:gllBwLVNi6YkTT7fiBJ8hFyw6EN-IghkPrEJSwz9t3sUuW mRL170ZdvA4jvD2J2oOBzHcar 2-0-0 Scale=1:15.3 3-0-0 3-0-0 Plate Offsets (X Y)-- [2:0-0-4 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.01. 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 4-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix -MP Weight: 17lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-070 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=166(LC 10) Max Uplift 3=-34(LC 7), 2=-251(LC 10) Max Grav 3=75(LC 15), 2=336(LC 15), 4=45(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. Il; Ezp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C. for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 widewill ,`{{{ 111 fll /l�� fit the bottom on d any other rnbers. N girder(s) forru s totru sconnections.me 5) Refer totween Provide truss to bearing 100 lb 3 except (jt=lb) ,`,,OPQv. ........ , E N • •. 6) mechanical connection (by others) of plate capable of withstanding uplift at joint(s) `�� .••� .b` �� F 2=251. i No 68182 � r :• S CO) F : �44/ ��►IIrIr1>�{� Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE. PAGE MII-7473 rev. 5/19/2020 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 MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DS9-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic r T23917484 2755274-GHO-I9MW CJ3A Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, . 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 11 09:35:53 2021 Page 1 ID:gllBwLVNi6YkT17fiBJ8hFyw6EN-DOF6dBFxDE50UDRhSEHgtWYf81 DUpA9NHznLwdzHcaq 3.0-0 3.0-0 Scale: 1 "=1' 2x4 = 3.0.0 m 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.25 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) 0.02 . 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code: FBC2020/TPI2014 Matrix -MP Weight: 10lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOPS CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=79(LC 10) Max Uplift 1=-85(LC 10), 2=-75(LC 10), 3— 52(LC 10) Max Grav 1=132(LC 1), 2=93(LC 15), 3=57(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2E) 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. . IIIIfit PQUIN VF< •,,� �� J� C,•E N S . F� �� No 6818cc -S OF 0ROD- •�� s �� N A� 0%�� . Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic ' T23917485 2755274-GHO-19MW CJ5 Jack -Open 3 1 Job Reference (optional) nuucers rtrstsource trlant ury, rLf, rtam uIty, rL - 1aoor, o.you s Hfll Zu 4U4 1 IV11 I CR IIIUUSmIOa, II IG. I ue May I D:gll8wLVNi6YkTT7fiBJ8hFyw6EN-hCpUgXFa_XDt6N?tOxovQjSkQRYvYdPWVdXuT4zHcap -2-0-0 5-0-0 2.0.0 5-0-0 Scale=1:20.2 2% 1 \U I 5-0-0 5-0-0 LOADING (pso SPACING-.. 2-0-0 CSI. DEFL. in (loc)' Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.04 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vett(CT) -0.07 . 4-10 >818 180 BCLL 0.0 ' Rep Stress IncrYES WB 0.00 Horz(CT) - 0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 231b 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. OTHERS 2x4 SP No.3 .. REACTIONS. (size), 3= .Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=219(LC 10) Max Uplift 3=-94(LC 10), 2=-243(LC 10) Max Grav 3=160(LC 15), 2=407(LC 15), 4=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat:.. 11; Exp C; Encl., GCpi=0.18; MW.FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. -to 5) Refer to girder(s) for truss truss connections. ,e� QV 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) ,� bN ......... G�'• �i� N •S 2=243. `�% F•••• 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum •• sheetrock be applied directly to the bottom chord. No 68182 r • r : ` :9 S OF • 100 :_. % Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTeka�connectors. This design is based only upon parameters shown, and is for an Individual building component, not MR a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal injury andproperty damage. For general.guidance regarding the . fabrication, storage, delivery, erection, and bracing of trusses and truss systems, see ANS11TPII Quality Criteria,'DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic • ° T23917486 2755274-GHO-I9MW CJ5A Jack -Open 1 1 Job Reference (optional) ryuucers rtrsibource trtarn uny, rLi, rlam Urry, M - saaor, 1 0.4ou J tW1 Lu LVL 1 Iv111'tlA 11 RluAl11CJ, 11IV. 1 UO IYIGy 1 , VJ.JJ.u+ cVc, , ayc , ID:gllBwLVNi6YkTT7fiBJ8hFyw6EN-hCpUgXFa_XDt6N?tOxovQj5nhRXAYdPW VdXuT4zHcap Scale=1:17.2 3x8 II 0-8-0 5-0-0 . r 0.8.0 4-4-0 Plate Offsets (X Y)-- [1.0-1-4 0-0-2] 11:0-0-8 1-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in _ (loc) Well Ud PLATES GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC - 0.39 Vert(LL) 0.05 3-8 >999 240 MT20 244/190 TCDL 15.6 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.04 3-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 18 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. WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 2=Mechanical, 3=Mechanical, 1=0-8-0 Max Horz 1=132(LC 10) Max Uplift 2=-100(LC 10), 3— 1 O(LC 10), 1=-57(LC 10) Max Grav 2=147(LC 15), 3=80(LC 3), 1=264(LC 15) FORCES. (lb) - Max.. Comp./Max. Ten. - All forces 250 (lb) or less except when. shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15fi; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18;: MW FRS (directional) and.C-C Extedor(2E) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. This truss l ve load nonconcurrent totherth any live rlie Thisrectangle 3-6-0 tall by 2-0-0 wide o truss has been designed for load of 20.Ops nthe bottom chord in all areas where a 4) t will fit between the bottom chord and any other members. �% • ... G• N S '•..� �i� J E 5) Refer to girder(s) for truss to truss connections... ,%� .•' V F •�• �� 6) Provide mechanical connection (by others),of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. •• 7) Phis truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum N O 68182oo •; sheetrock be applied directly to the bottom chord. * :1 • �O SfF ., •.W Al Joaquin Velez. PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date. May 12,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • _ Design valid for use only with MiTek®�connectors. This design is based only upon parameters shown; and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANS11lPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ Tampa, FL 36610 Job Truss Truss Type Qty. Ply GHO Homes - Clementine - Classic r T23917487 2755274-GHO-I9MW EJ3 Jack -Open. 2 1: Job Reference (optional) ttuuoers l-Irstaource tviam L;ny, t-L1, Narn aty, r•L - :50001, o.vau 5 �pr cu cuc r rvn i en a ruu roa, u , ue .my i i —, , U. , I D:gll8W LVNi6YkTT7fiBJ8hFyw6EN-9.ONt2tGClrLkkXa3aeKByxdvpgwtH4fgkHGS?W zHcao -2-0-0 3-0-0 - - 2-0-0 3-0-0 21 1 — r 300 Scale =1:15.3 LOADING (psf) SPACING- 2 0-0 CSI. DEFL. in . (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.01 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC . 0.15 Vert(CT) -0.01 4-10 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP - Weight: 17 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=166(LC 10) Max Uplift 3=-34(LC 7), 2= 251(LC 10) Max Grav 3=75(LC 15), 2=336(LC 15), 4=45(LC3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; 6=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C. for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) ?y=251. `� N PQU IN /VFW .*ire - 1 �0 ..ENSF��. i No 68182 -0 �0•.• S F : � Joaquin Velez PE No.68182 MiTek USA, Ific. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 ® WARNING -Verity design parameters and READ NOTES ON THIS AND. INCLUDED MITEK REFERENCE. PAGE Mll-7473 rev.5/19/2020 BEFORE USE. .Nil' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to buckling of individual truss web and/or chordmembers only. Additional temporary and permanent bracing MOW prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see r ANSIITPII Quality Criteria,:DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601.. Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Clementine -Classic e T23917488 2755274-GHO-I9MW EJ5 Jack -Open, 1 1 Job Reference (optional) wiciers mrstsource kmani Lorry, FL), Ntam ldty, t-L - di=br, 2-0-0 2x 6.46U "'IF LU GUL 1 IVII I UR U.-u ICJ, II IU. 1 UO ,.,.y 1 1 UD.J u - 1 U. , I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-dbkFFDHgW 9TbLg9G7MrNV8A4dE9kOXupzxO?XyzHcan 5-0-0 5-0-0 5-0-0 m 0 m 6 N . N Scale=1:20.2 Plate Offsets (X Y)-- [2.0-0-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in . (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC .0.62 Vert(LL) 0.13 4-10 >441 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 , Vert(CT) 0.12 4-10 >491 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 23Ito FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BO.T CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical,.2=0-&O, 4--Mechanical BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Max Horz 2=219(LC 10) Max Uplift 3=-11O(LC 10), 2=7338(1_13 10), 4=-69(LC 7) Max Grav 3=148(LC 15), 2=403(LC 1), 4=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=7ft; Cat. II- Ezp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) $=110, 2=338. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied, directly to the bottom chord. #.%V0111111' 11 / 1"�,, % .� •IN G E N S .. No 68182 9 S O.F O C? N A L'��,%% 1nn111.. Joaquin Velez PE No.68182 MITek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 Q WARNING -Verity design parameters and READ NOTES ON THIS. AND INCLUDED MITEK REFERENCE: PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not - Nit a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent q 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 ANSLITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply GHO Homes - Clementine - Classic ° T23917489 2755274-GHO-I9MW EJ6 Jack -Open 4 1 Job Reference (optional) Quilders FrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 S Apr 20 2021 MI I eK Intlustne6, Inc. I us May 11 UB:35:57 2U21 rage 1 ID:gllgwLVNi6YkTT7fiBJBhFyw6EN-5nUdTZISHSbSzgkSh3Mc2MjA2eTDl_ByBbIZ3OzHcam 2-0-0 6.0-0 2-0.0 6-0.0 Scale=1:22.6 6-0-0 6-0-0 Plate Offsets (X,Y)-- [2:0-0-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL), 0.27 4-10 >261 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.24 4-10 >291 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 27lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=246(LC 10) Max Uplift 3— 139(LC 10), 2=-361(LC 10), 4=-86(LC 7) Max Grav 3=185(LC 15), 2=442(LC 1), 4=109,(.L.0 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. . 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. . 3) This truss has been designed for a 10.0 psf bottom chord live load n6nconcurrent 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 iiiii l 111111/�� i, will fit between the bottom chord and any other members. �� OI N V F��. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) �� OPQ .... , , ,•'� G E N 3 '•:,� =139, 2=361. ,�` •� V F F 7) This truss.design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum No 68182 sheetrock be applied directly to the bottom chord. r .0 F .• 441 � 0:• Sf o 0. :�,. s O N A, i� '-*' Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 temporaryand permanent bracing MOW 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply GHO Homes - Clementine - Classic ° T23917490 2755274-GHO-I9MW EJ6A Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. I ue May 11 09:35:57 2021 Page 1 I D:gll8wLVNi6YkTT7fiBJ8hFyw6EN-5nUdTZISHSbSzgkSh3Mc2MjCNeUtl_ByBbIZ3OzHcam 6-0-0 6-0.0 R 3x4 = LOADING (psf) SPACING- 2LO-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.14 3-6 >507 240 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.14 3-6 >509 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code F.BC20201rP12014 Matrix -AS LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT.CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) i 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=159(LC 10) Max Uplift 1=-59(LC 10), 2=-140(LC 10), 3=-1(LC 10) Max Grav 1=274(LC 15), 2=214(LC 15), 3=112(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:20.3 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; save=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. except Qt=lb) 2=140. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �tt111111/�� PQU I N VII-4 I G E N S1-: i No 68182 Z r r r ?��.. S OF '.,*��119211111 O N A� �� 1II Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa R. 33610 Date: May 12,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building_ Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic ' T23917491 2755274-GHO-I9MW EJ6B Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 Mil ek IndUstnes, Inc. I ue May 11 U9:35:56 ZU21 rage 1 ID:gll8wLVNi6YkTT7fi BJBhFyw6EN-Zz2?gvJ42mjJb_JeFntraZFQW 2rBUQx6QFV6crzHcal 2.0-0 4-5-1 1 6-0-0 2-0.0 1 4-5-11 1-6-5 Scale=1:20.4 4x4 = Plate Offsets (X Y)-- [2:0-3-12"Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.13 6-12 >536 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.20. 6-12 >357 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.09 Horz(CT) 0.07 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 29lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0m6-0; 5=Mechanical Max Horz 2=208(LC 10) Max Uplift 4=-92(LC 6), 2=-263(LC 10), 5=-57(LC 10) Max Grav 4=51(LC 1), 2=450(LC 15), 5=203(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. All forces 250 (lb) or less except when shown. WEBS 3-6=-257/313 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown;:Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) .This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5-except Qt=lb) ==263. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. `ji' a r r,,,��r ��. PpU l N i No 68182 r • 4U �� :• S F � . r 1 /O N AX- E�C� %% Joaquln Velez PE N6.68162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 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 temporaryand permanent bracing MOW 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/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic ' T23917492 2755274-GHO-I9MW EJ7 Jack -Open 11 1 Job Reference o tional Quilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 11 09:35:59 2021 Page 1 ID:gllBwLVNi6YkTT7fiBJ8hFyw6EN-1 AcNtFJio4r9CBugpUO47noW bSC9DueFfvEf8HzHcak 2-0-0 7-0-0- 2-0-0 7-0-0 Scale=1:24.9 2XI LOADING (psf). SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.15 4-10 >556 240 MT20 244/190 TCDL 15.0 Lumber DOL .1.25 BC 0.57 Vert(CT) -0.25 4-10 >340 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n /a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 30 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=273(LC 10) . . Max Uplift 3=-149(LC 10), 2=-251(LC 10) Max Gram 3=240(LC.15), 2=490(LC 15), 4=126(LC 3) FORCES. (lb) -Max. Comp./Max- Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) ,149, 2=251. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. U I N , VF��4- �� . :G•E N g . � ��. 4 No 68182 -•� �r r O:. STAPOFID .... C? 0 N A' Joaquin Velez_ PE No.68182 MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa I'L 33610 Date: May 12,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not�- a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to preventcollapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1Tpl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T23917493 2755274-GHO-19MW H6 Jack -Open Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 11 09:36:00 2021 Page 1 ID:qllBwLVNi6YkTT7fiBJ8hFyw6EN-WMAm5aKKZNzOgIT1MCvJf LoPrT1yLEPUZ_DgjzHcaj -2-1.0 3.0.0 6-0-0_ 2-0.0 3-0-0 3-0-0 Scale=1:16.7 4x4 = 2x4 11 3.0.0 6-0-0 3-0-0 3-0-0 Plate Offsets (X,Y)— [2:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC .0.50 Vert(LL) -0.25 6 >287 240 MT20 244?190 TCDL 15.0 Lumber DOL ' 1.25 BC 0.85 Vert(CT) -0.33 6 >213 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.04 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 30lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-9-12 oc bracing. WEBS 2x4 SP No'3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=Mechanical Max Horz 2=168(LC 32) Max Uplift 2=-303(LC 8), 5=-118(LC 5) Max Grav 2=527(LC 36), 5=356(LC 37) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6— 288/136 NOTES- 1) Unbalanced roof live loads; have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. `,1{{11111'it1/��' 4) Provide adequate drainage to, prevent water ponding. �� U (jV V 1.1, 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' by 2-0-0 , F N '•• 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 wide ,�� ••� (', S .� �� F •�• �� will fit between the bottom chord and any other members. : •• 7) Ffefer to girder(s) for truss to truss connections. N 0 68182 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) • " * •� 2=303, 5=118. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated.load(s) 274 lb down and 178 lb up at — 3'0-0, and 96 lb down and 47 lb up at 5-0-12 on top chord, and 161 lb down and 64 lb up at 3-0-0, and 41 lb down and 1 lb up at 5-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 1 S OF 44/ 10) in the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). 00 0 Q;•� �<(/, LOAD CASE(S) Standard. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 i�,,�s ' O R Q�N % SRO �� I{{,. �I N A1- Uniform Loads (plf) ��I 11 f { Vert: 1-3=-70, 3-4=-70, 5-10=-20 Concentrated Loads (lb) Joaquin Velez PE No.68182 Vert: 6=32(F) 13=-3(F) 14=1(F) MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 WARNING - Verity design parameters, and READ NOTES ONTHISAND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSY P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD.20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Clementine - Classic T23917494 2755274-GHO-19MW H7 Half Hip Girder 1 1 Job Reference (Optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, B.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 11 09:36:02 2021 Page 1 ID:gll8wLVN16YkTT7fiBJ8hFyw6EN-SIIW WGMb54Dk3bdPUcynlPQ9ZfHIQDYhLsTJlczHcah 2-0-0 5.0-0 7.0-0 2-0.0 5.0-0 2-0-0 4x4 = Scale =1:21.6 3x4 = 5.0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) . 0.04 6-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.04 6-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB ' 0.18 HOrz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 40 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=Mechanical Max Horz 2=222(LC 8) Max Uplift 2=-445(LC 8), 5=-357(LC 8) Max Grav 2=536(LC 1), 5=543(LC 32) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=447/201, 3-4=-335/217 BOT CHORD M= 224/340 WEBS 4-5= 557/365, 4-6=-391/602 BRACING- TOP'CHORD Structural wood sheathing directly applied or 6-0-0 Do purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) '`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=445, 5=357. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 269 Ito down and 256 lb up at 5-0-0 on top chord; and 387 lb down and 180 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 5-10=-20 Concentrated Loads (lb) Vert: 3— 68(B) 6=-150(B) ,,01111111/111.,1', %OPQU IN. C•ENS• . ��.� No 6.8182 r cc r ��:• ST OF :4/ ` Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -- Design valid for use only with M7ek9 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. MITQK• 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T23917495 2755274-GHO-I9MW 1-17A Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 11 09:36:03 2021 Page 1 ID:g118wLVN16YkTT7fi BJ8hFyw6EN-wxsujcMDslLbhlCc2KTOHdyFD3ZJ9gQraW CtH2zHcag -2-0-0 2-10.0 5-8-0 7-0-0 2-0-0 2-10-0 2-10.0 1-4-0 4x4 = 2x4 11 2-10-0 5-11 0 7-0-0 r 2.10-0 2-10 0 Scale = 1 `:23.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.24 6-12 >341 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC . 0.56 Vert(CT) -0.38 6-12 >216 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.08 Horz(CT) 0.01- 2 n/a n/a BCDL ' 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP M 31 WEBS 2x4 SP NO.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0 Max Horz 2=240(LC 8) Max Uplift 5=-343(LC 8), 2=-308(LC 8) Max Grav .5=677(LC 25), 2=559(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-343/248 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=343, 2=308. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 lb down and 212 lb up at 5-8-0 on top chord, and 364 lb down and 181 lb up at 5-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 19 the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4— 70, 5-10=-20 Concentrated Loads (lb) Vert: 3=-122(F) 6=-196(F) o�aUIN CENSI-.. ♦♦♦ No 68182 � r 'd • ; X S 'OF : 44/Z �1111111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 Welk' always required for stability and to prevent collapse with possible personal injury.and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 'ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply GHO Homes - Clementine - Classic ° T23917496 2755274-GHO-I9MW HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 11 09:36:05 2021 Page 1 I D:gll8wLVNi6YkTT7fiBJ8hFyw6EN-sKzeBIOTOwcJw3L_91VUM22ZzsFldb781 gh_LxzHcae -2-9-15 4-2-3 2-9-15 4-2-3 Scale=1:14.9 0-9-11 3-4-7 Plate Offsets (X,Y)-- 12:0-0-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI.. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) . -0.09 4-10 >541 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.09 4-10 >573 180 BCLL 0.0 ' Rep Stress Incr NO W B ' 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 23lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 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 REACTIONS. All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0. .(Ib) Max Horz 2=163(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3, 4 except 2=-452(LC 8) Max Grav All reactions 250 lb or loss at joints) 3, 4 except 2=584(LC 28), 2=368(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; save=5ft;.Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3; 4 except Qt=lb) 2=452. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 lb down and 143 lb up at 1-4-15, and 182 lb down and 143 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-8=-20 Concentrated Loads (lb) Vert: 11=143(F=72, B=72) ,, PGOI N VFW e �� ,O •GINS. F��i♦♦ No 681.82 � -10 OF .00 ♦lio IC P ,� ��rlll(t�t�♦ Joaquin Velez PE No.68182 MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 1.2,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE. PAGE MII-7473 rev. 5/19/2020 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 piTek' " 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-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 I i ] Job . Truss Truss Type Oty Ply GHO Homes - Clementine - Classic T23917497 2755274-GHO-I9MW HJ5 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ..8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 11 09:36:06 2021 Page 1 ID:gllBwLVNi6YkTT7fiBJ8hFyw6EN-KWX1 LeP59DkAYDwBjSOjvFakjGaOM09HGURXuNzHcad -2-9-15 3-11-15 7-0-2 2-9-15 3-11-15 3.0.3 Scale=1:19.7 0-8-0 3-11-15 7-0-2 0-8.0 3-3-15 3-0-3 Plate Offsets (X,Y)— (2:0-0-12,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(ILL) -0.07 7-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL .1.25 BC 0.60 Vert(CT) -0.07 7-13 >999 180 . BCLL 0.0 ' Rep Stress Incr NO WB 0.14 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 38 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 1-8: 2x4 SP No.3 REACTIONS. . All bearings Mechanical except Gt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz 2=216(LC 24) Max Uplift All uplift 100 lb or less at joints) 4, 6 except 2=-478(LC 8) Max Grav All reactions 250 lb or less at joints) 4. except 2=734(LC 28), 2=441(LC 1), 6=281(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. -.All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-623/117 BOT CHORD 2-7=-175/543, 6-7=-175/543 WEBS 3-7=-57/272, 3-6= 608/196 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this trussecomponent. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) '.This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6 except Gt=lb) 2=478. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 119 lb down and 65 lb up at 4-2-15, and 119 lb down and 65 lb up at 4-2-15 on top chord, and 182 lb down and 143 lb up at 1-4-15, 182 lb down and 143 lb up at 1-4-15, and 35 lb down and 4 lb up at 4-2-15; and 35 lb down and 4 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-11=-20 Concentrated Loads (lb) Vert: 7=7(F=4, B=4) 14=143(F=72, B=72) ,``{{{{IIIIIIIIII�� .. PQu(N vF� �.. C,•E'N S �� '• �'� F •• 0 No 68182 • ; CC ► �0•.• S OF :�1 S O N A� S tto. 11 Joaquin Velez PE No.68162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Date: May 12,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND. INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must. verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic s a T23917498 2755274-GHO-I9MW HJ5A Diagonal Hip Girder 1 1 Job Reference (optional) Builders Firstbource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 11 09:36:07 2021 Page 1 ID:g118wLVNi6YkTT7fiBJBhFyw6EN-pi5PZ_PjwXsl ANVNHAXyST7u4gsl5Rj RVBA4QpzHcac -2-9-15 3.10.4 7-11-7 2-9-15 3-10-4 4-1-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.08 7-13 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.07. 7-13 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.31 HOrz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4--Mechanical, 2=1-10-10, 6=Mechanical Max Horz 2=234(LC 8) Max Uplift 4=-156(LC 8); 2=-571(LC 8), 6=-151(LC 5) Max Grav 4=213(LC 1), 2=772(LC 28), 6=364(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1103/467 BOT CHORD 2-7=442/816, 6-7=-442/816 WEBS 3-6=-866/469 Scale=1:21.2 PLATES GRIP MT20 244/190 Weight: 42 lb FT = 20% TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc puffins. BOT CHORD Rigid ceiling directly applied or 8-8-12 cc bracing. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsiblefor verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=156, 2=571, 6=151. 7) Hanger(s) or other connection device(s) shall be provided, sufficient to support concentrated load(s) 311 lb down and 402 lb up at 14-15, 258 lb down and 214 lb up at 1-4-15, 125 lb down and 109 lb up at 4-2-15, 119 lb down and 65 lb up at 4-2-15, and 157 lb down and 136 lb up at 7-0-14, and 167 lb down and 132 lb up at 7-0-14 on top chord, and 16 lb down and 67 lb up at 4-2-15, 35 lb down and 4 lb up at 4-2-15, and 47 lb down and 31 lb up at 7-0-14, and 48.Ib down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section,. loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4= 70, 5-11= 20 Concentrated Loads (lb) Vert: 14=277(F=191, 8=86) 16=-108(F=-49, B=-59) 17=-13(F=-16, 6=4) 18=-67(F=-38, B— 30) ��%,,QU I N �� 1111111111111111 I/��i ��J�P' G•E N,& No 681.82 CC r � S OF .' L41 i�s10 N A1� %%%, Joaquin Velez PE No.68182 M(Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 WARNING - Verify design paramet ers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not atruss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 7 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 I I i Job Truss Truss Type City Ply GHO Homes - Clementine - Classic o T23917499 2755274-GHO-I9MW HJ7 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 11 09:36:08 2021 Page 1 ID:qllBwLVNi6YkTT7fiBJ8hFyw6EN-HvfnmKQMhr_unW 4Zgt3B-gg4D4EsggwajoweyGzHcab -2-9-15 4-9-9 9-10-1 2-9.15 4-9-9 5-0.8 Scale=1:24.2 0-8-0 1 0-8.0 4-9-9 4-1-9 9-10-1 5-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.11 7-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.10 7-13 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.57 . Horz(CT) . 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 50lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-2 cc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-9 cc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3, REACTIONS. All bearings Mechanical except Qt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz 2=270(LC 24) ' : Max Uplift All uplift 100 lb or less at joint(s) 6 except 4— 126(LC 8), 2= 524(LC 8), Max Grav All reactions 250 lb or less at joint(s) 4 except 2=913(LC 28), 2=581(LC 1), 6=417(LC 28) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less, except when shown. TOP CHORD 2-3— 1089/252 BOT CHORD 2-7=-342/1000, 6-7= 342/10100 WEBS 3-7=0/294, 3-6=-1061/363 NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=4011; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) na 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 v4II fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 4=126, 2=524. 8) Hpnger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 119 lb down and 65 lb up at 4-2-15, 119 lb down and 65 Ib up at .4-2-15, and 180 lb down and 136 lb up at 7-0-14, and 180 lb down and 136 lb up at 7-0-14 on top chord, and 182 lb down and 143 Ito up at 1-4-15, 182 lb down and 143 lb up at 1-4-15, 35 lb down and 4 lb up at 4-2-15, 35 lb down and 4 Ito up at 4-2-15, and 45 lb down at 7-0-14, and 45 lb down at 7-0-14 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) - Vert: 1-4=-70, 5-11=-20 Concentrated Loads (lb) Vert: 15=-77(F=-38, B=-38) 16=143(F=72, B=72) 17=7(F=4, B=4) 18=-49(F=-25, B=-25) %,�.� PaU IN V F< EN No 68182 �?�:•. F lu s 0 N A\ ��%%%%� it Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 Q WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 thisdesign into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type . e City Ply GHO Homes - Clementine - Classic 0 ' T23917500 2755274-GHO-19MW HJ14 Diagonal Hip Girder 1 1 Job Reference (optional) Elsilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MITek Industries, Inc. I Lie May 11 09:36:04 ZUZ1 Page 1 I D:gll8wLVNi6YkTT7fiBJ8hFyw6EN-07QGxyNrdcTSJvmobl _FggVOETyTuet_oAyQpVzHcaf -2-9-15 3-0-12 2-9-15 3.0-12 Scale=1:13.0 0-9-11 0-9-11 3-0-12 2-3-1 — Plate Offsets (X,Y)-- 12:0-0-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.04 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.03 4-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 19lb FT=20% LUMBER- IEIRACING- TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All. bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz 2=141(LC 24) . Max Uplift All uplift 100 lb or less at joints) 3, 4 except 2=-414(LC 8) Max GravAll reactions 250 lb or less at joint(s) 3,4 except 2=489(LC 28), 2=385(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown: Structural wood sheathing directly applied or 3-0-12 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 ANSIfrPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6=0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=414. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 44 lb up at 1 A-15, and 182 lb down and 143 lb up at 1-4-15 on bottom chord. The design/selection.of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-8=-20 Concentrated Loads (lb) Vert: 11=101(F=72, B=29) PQv IN G E N S • �� i�� No 68182 • •-10 r� • 13 S OF �441 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek®'connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 16 r > 1 Job Truss Truss Type 4 Qty Ply GHO Homes - Clementine - Classic 9 e s T23917501 2755274-GHO-I9MW V3 Valley 2 1 Job Reference (optional) t]Anaers rlrsibource trlant u ny, rL), mani Uty, rL - ddbb/, a.4au s Apr zu zuzi mi I eK Inausmes, Inc. I ue may i i uu:Jb:ulf zuzi rage l ID:qII8wLVNi6YkTT7ftBJBhFyw6EN-15D9 fiR_S861PgfIObaQXuCPgUkbZP6jySfBUizHcaa 3-0-0 3-0-0 v 6 6 2x4 2x4 II 2 3 Scale=1:10.3 LOADING (psf) SPACING- 2!0-0 CSI. DEFL. in (]cc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a . 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a: n/a 999 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P 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=3-0-0, 3=3-0-0 Max Horz 1=60(LC 10) Max Uplift 1=-22(LC 10), 3=-52(LC 10) Max Grav 1=103(LC 15), 3=112(LC 15) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-0-0 cc purlins, except end verticals. ' Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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, 3. `,��►111111f//�� PQuIN �F< •,,� No 68182 cc Z OF ` ONA` .1�;%0' Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 IL WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 MOW Idly 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 ANSbTPIl Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ` r , Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic • , T23917502 2755274-GHO-19MW V5 ,Valley 1 i j ,S'aYTy,.t Job Reference (bpi otsuuers r1r510uurce man[ uny, rt-1, riani clry, rL - sots 1, a 0 0 t3.43U S Apr 2U zuzi 2x4 II 2 3 2x4 i 2x4 II Inc. I ue May l l UU:36:1U 2u21 Pagel SEcl gEyyl5f351TOtl HlsMtB6P118zHcaZ Scale=1:15.7 I .LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc 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 cc bracing. REACTIONS. (size) 1=4-11-8, 3=4-11-8 Max Horz 1=114(LC 10) Max Uplift 1=-43(LC 10), 3=-99(LC 10) Max Grav 1=195(LC 15),'3=213(LC 15) FORCES. (lb) - Max. Comp.Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-195/306 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 ,�� QU I, N will fit between the bottom chord and any other members. ,� OQ� • • 6) Provide mechanical connection (by others) of.truss to bearing plate capable of withstanding 100 lb' uplift.at joint(s) 1, 3. _``%% , •, (,E'N 5�.,� i No 68182 �"0 ; CCZ ST OF JJ .00 Joaquin Velez PE No.68182 MiTek.USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall ' . . building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUfP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 14 -13/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-11s' - -I- For 4 x 2 orientation, locate plates 0- lil ' 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 n 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/TPI1: National Design Specification for Metal. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI:. Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected: Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 0 cc O 2. U 0. 3 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. t] 3. _ Never exceed the design loading shown and never O stack materials on inadequately braced trusses. U 4. Provide copies of this truss design to the building 0 d designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 8 5 . . 6: Place plates on each face of truss at each joint and embed fully. Knots and wane at joint JOINTS: ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are. regulated by ANSI/rPI 1. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from THE LEFT. the environment in accord with ANSI/TPI 1. CHORDS AND WEBS ARE IDENTIFIED: BY END JOINT: . NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Trusses are designed for wind loads in. the plane of the 13. Top chords must be sheathed or purlins provided at truss unless otherwise shown.. spacing indicated on design. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss. designs rely on lumber_ values established by others. © 2012 MiTekO All Rights Reserved Yb MiTek MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loatis other than those expressly stated.