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Home My WebLink AboutTrussLumber design values are in accordance with ANSI/TPI 1 section 6:3 These'truss designs rely on lumber values established by others. Mffek'. RE:: 2756938-13110-I8MW = GHO Homes : Clementine - Classic VliTek USA, Inca p:Site Information: Tampa, FL 415 .69 .::Customer Info::.GHO Homes Project Name:, MW18: Model: . :. Lot/Block: 18 : Subdivision: Meadowood :Address; TBD, . City: Fort Pierce State: FL. Name Address and License # of Structural Engineer of Record, If there is: one, for the building. Name License #- . . Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design .Drawings' Show .Special Loading :Conditions): -Design Code:: FBC2020/T1j12014 Design Program: MiTek20/20 8.4 --Wind Code:: ASCE:7-16 Wind Speed: 160 mph Roof Load: 45.'0 psf. _ :: Floor Load:: N/A psf This package: includes 54 individual:,; Truss Design Drawings and 0 Additional Drawings. With my seal. affixed to this sheet,: t hereby certify that: I..am :the Truss Design Engineer and:this;in ex sheet .confo:rms to 61 G15-31:.003' section 5 of the Florida Board of Professional Engineers: Rules. No. Seal# ... Truss Name -Date. . No' Seal# : : Truss Name Date . 1 T23917371 ' : Al 5/12/21.:: 23 T23917303 A23 5/12/21 r 2 T2391.7372. A2: 5/12/21 24 T23917394 .A24 5KV21: 3: T-23917373 A3 5/12/21 25 ' : ' ::T23917395 25 5/12/21 4 T23917374 A4 5/12/21 26 T23917396 AGR 5/12/21 5 T2391.7.375 A5 ..5/12/21 27 T2391.7397 81 . .. 5/1.2/21 6 T23917376 : A6: 5/12/21 : 28 T23917398. B2 : 5/1:2/21. 7 T23911377 _A7 5/12/21- 29 T23917399 BGE 5/12/21 8 T23917378 A8 ... ..... 5/12/21 30., . T23917400 Cal..... 5/12/21 9 T23917379 A9 5/12/21 31 T23917401 CAA:: 5/12/21 10 T23917380 A10 5/12/21 32 T23917402 CJ1 B : :: 5/12/21 11 T2391738:1 . All 5/12/21 33 T23917403 . CJ 1 C - :: 5/12/21: 12 T23917382 Al2 5/12/21 34 T23917404. CM 5/12/21: 13 T2391.7383::A13 5/12/21 _ 35 T23917405 ,CJ3A 5/12/21: 14::: T23917384 A14 ::.. .. 5/12/21 36:. .T23917406 CJ5.:: 5/12/21 15 T23917385 A15 . :. 5/12/21 37:. ' T23917407 CJ5A .' 5/12/21 16 .:..T23917386 A16 :.:.:: 5/12/21 38 :.: T23917408 EJ3:.::: 5/12/21 17 T23917387:A17 5/12/21 39 T23917409 EJ5 5/12/21 18 T23917388. A18 5/1.2/21 40 T23917410 EJ6 5112/21 19.... T23917380 A19.. 5/12/21 41 -, T23917411 EJ6A • • 5/12/21 20 ::: T23917390 A20 . 5/12/21 42 T23917412 EJ66: .. 5/12/21 21: T23917391 A21 5/12/21 43 T23917413 EJ7: 5/12/21 22 T2391.7392 A22 5/12/21 .. 44 T2391.7414. H6 5/1.2/21. The truss drawings) referenced above have been :prepared by MiTek USA, Inc. ,N under my direct supervision, based on the parameters �� pP ........ provided by Builders FirstSource (Plant City, FL). �.` ,••�,�G_; Sic••,• Truss:Design Engineer's:Name: Velez; Joaquin : 6818:2;-. My license renewal date. for the. state of Florida is February 28, 2023: , -rc - IMPORTANT NOTE: The seal on these truss component designs is a certification STATE : O F 44/�' that. the engineer named is licensed in. the jurisdiction(6) identified and that the Q designs comply with ANSNPI 1.: These:designs are based: upon parameters•:� �' •'. �� shown (e.g., loads, supports, dimensions- shapes and design codes), which were �i�FS •• R O 1%`�" givento MiTek or TRENCO. 'Any project specific information included is:for MiTek s or �� TRENCO's customers file reference purpose only; and was not taken into account in the preparation of these:designs. MiTek orTRENCO has not independently verified the I pEN 69182 applicability of the design parameters: or the designs for any: particular building. Before. use; Joaquin Ve ez o. ::: the buildingdesigner should verify. applicability of design arameters and properly MiTek=U8A, lnc. FL Cert6634 :.' - 9 fy Pp tY 9 P P P y incorporate these designs into the overall: building. design per ANSI/TPI 1, !Chapter 2. 6904 Parke Fast Blvd. Tampa F433610 Date: May 12,2021 - elez, Joaquin: .:: 1 of 2; _ . RE: 2756938-GHO-I BMW - GHO Homes - Clementine - Classic Site Information: Customer Info: GHO Homes Project Name: MW18 Model: . Lot/Block: 18 Subdivision: Meadowood Address: TBD, . City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T23917415 H7 5/12/21 46 T23917416 H7A 5/12/21 47 T23917417 HJ3 5/12/21 48 T23917418 HJ3A 5/12/21 49 T23917419 HJ5 5/12/21 50 T23917420 HJSA 5/12/21 51 T23917421 HJ7 5/12/21 52 T23917422 HJ14 5/12/21 53 T23917423 V3 -5/12/21 54 T23917424 V5 5/12/21 2of2 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T23917371 2756938-GHO-18MW Al Roof Special Girder 1 2 Job Reference o tional Builders FirstSource (Flan city; FL), rlant city, FL - 33557, .. a.43ITs Apr zu 2D21 MI I eK Inoustnes, Inc. I ue May 11 UB:za:l u xu?i rage ID:qll8wLVNi6YkTT7fiBJ6hFyw6EN-VgpULylA8kuROSjQst8CUnI-jOAeRm9YtKpJ-xzHchw ' 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 , 2-0-0 3-6-0 3-6-0 5-40 5-4-0 2-8-0 3-10-0 4-2-0 4.2r0 3-6-0 3-6-0: 2.070 ' Scale := 1:73.8 5x8 6.00 F12 3 2 ca 01 45 2. 3x6 =: 5x8 35 '36 .4 .37 38 39 40 5 5x12 = 6 3x6 = 3x8 = 15 52 53 14 54 13 6x8 = 3x8 = 3x6 4x6 = 5x8 7 8 . 41 42 943 44 . 10 8x4 = YO-U J-O-U 0 -4-U .'1-4-U" 4-0 -U - J-O-U U,4", 4-4 -U ''4'u J-U-U J-O-U Plate Offsets (X;Y)--[3:0-6-0,0-2-8),[5:0-6-0,0-2-8), [10:0-6-0,0-2-81 LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) 1/deft-. Lid PLATES GRIP TOLL 20.0• Plate Grip DOL . , 1.25 TIC 0.63 Vert(LL) 0.19 2241 >999 240' . MT20 244/190 TCDL 1.5:0 Lumber DOL 1.25 BC 0,69 Vert(CT) : -0.24 22-31 >999 180 BCLL 0,0; * Rep Stress Inch NO W13:. 0:36 Horz(CT) 0.05 " 17 n/a n/a. BCDL 10.0 Code FBC202dfTP12014 -':' Matrix-MSH Weight: 432lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc pudins. BOT CHORD 2x4 SP No.2 "Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: . 2-21: 2x4 SP No.1 6-0-0 oc bracing: 16-17,14-15. WEBS 2x4 SP No.3'Except` 7-17: 2x8 SP 240O2.0E OTHERS . 2x4 SP No.3 REACTIONS: (siie) 2=0-8-0, 11=0-8-0, 17=04-0 Max Horz.2=217LG7 _ .' .. Max Uplift 2- 1138(LC 8), 11— 628(LC 8),_17=-1679(LC 8) Max Grav 2--2254(LC 29), 11=1335(LC 30), 17=4097(LC 30) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3789/1738, 3-4==3788/1790, 4-5=-3788/1790,,5-6- 3124/1507, 6-7=-250/782, 7-8=-250/782, 8-9==1245/623, 9-10=-1245/623, 10-11=-1992/777 BOT CHORD 2-22=-1281/3450, 20-22=-1291/3480, 19-20=-1051/2806, 18-19=-943/2214; 17-18=-949/2226, 1.6-17=-726/374, 8-16=-705/341, 14-15=-308/183, 18-14=-491/1685, 11-13=-490/1659 WEBS ;983,9 6-19=-293/753, B-14= 708/114=-653/462, 10-14?668/206510-13 37/636, 0% IN F�� 7-17=-1194/.511, 6-17=-3548/1590 ,�� OP:Q • • �: •E •5�..•• NOTES- , �.:��:G N �� .. `�� . 1) 2-ply truss to be connected together with 10d (0.1.31 "x3") nails as follows: N o 68182 Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. A *: •: Bottom chords connected as follows: 2x4 - 1 row at 0.-7-0 oc. + . ?k" Webs connected as follows: 2x4 -.1 row at 0-9-0 oc, 2x8.2 rows staggered 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. �) • S O F 'J/ 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; 8=79$; L=40ft; eave=5ft; Cat.. 0 Q• �i �•'.;� Q;.' �� cantileverleftend DOL=1.60 �i�C� O R •' ' 11; E C; Encl., GC I-0.18; MWFRS (directional); right exposed; ; Lumber DOL=1.60 late grip xP P- ( ) 9 P P 9 P G� �� ......% �I;sS� 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. Joaquin Velez PE No.68182 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent.with any other ive loads. MiTek USA, Inc. FL Cerf 604 9).' 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 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 a =lb) May '12,2021 ont 17=1679. 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 ��a W - 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. ANS11TPlf Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnformattW available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ; . Tampa, FL 36610, Job Truss Truss Type , , Qty Ply GHO Homers - Clementine - Classic T23917371 275.6938-GHO-I8MW Al Roof Special Girder 1 2 Job Reference (optional) Cuttaers mrsttiource Imam taty, t-Lf, mant taty, rL - JZibb/, id.4:iu S Apr Lu'Lu11 mi I eK Inaustnes, Inc. I u8 May 11 uv:'Ltl:Gu'Luzi rage e ID:gll8wLVN16YkTT7fiBJBhFyw6EN-_sNsYlmov201ebldQbfRO_H9TQWtAD Ph6_YtXOzHchv 'hOTES- 11) Hanger(s) or other connection device(s) 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, 2201b down and 181 lb up at 12-11-4, 220 lb down and 181 lb up at 14-11-4, 220 Ib 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 495 lb down and 377 lb up at 5-0-12, 86 lb dowmat 7-0-12, 86 lb down at '9-0-12, 86 Ib down at .1 I-0-.12, 86:Ib down at 1211-4, 86 lb down at 14-11-4, 86 Ib down at 16-11-4, 622 lb down and 363 Ib up at 18-11-4; 86 lb down at 25-5-4, 86 Ib down at 26-5-4, 86 lb down at '2875-4,.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, 6-10= 70, 10-12=-70, 1'6-29=-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) 3B=-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) Q WARNING -Verity design.parameters and READ NOTES ON: THIS AND INCLUDED MTEK REFERENCEPAGE 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 q truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing Indicated is to prevent.buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . MITek'' is always: required for stability and to prevent collapse with possible personal Injury and.property damage. For general' guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see. ' -ANS11TPI1 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 T23917372 2756938-GHO-IBMW A2 Roof Special 1 1 Job Reference (optional) tdunaers rtrmbource triam L iry, rL/, -2-0-0 4-6.10 2-0-0 4-6-16 l . Rnnfiv m 0 darn LAW, rL Sx6 = 4 34 35 0.�v `u MpI LU GUL 1 Ivll I um II IUUJU ICJ, 11 IU. 1 — 5x8 = 5 5x6 = 4Y6 = SYR = uy 1 1 UJ.GU.Y 1- I r W. 1 ANPfki ufNbjGrud8UmgzHcha 0 4 4-6-1 46-10 2-0.0 3x8 = 6x8 = 3x8 = 3x6 = 39-6-0 Scale=1:73.8 Plate Uftsets (X Y)— (1:0-5-4 tdQeJ (4:U-4-U U-Z-H) fb:U-6-U,U-G-C) ty:U--U,U-2-UJ I11:U-b-4,taQeJ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES' GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.14 19-28 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL. 1.25 BC 0.78 Vert(CT) -0.31 19-28 >929 .186 BCLL 0.0 ' Rep Stress [nor : YES WB .0.38 Horz(CT) 0.05' 16 n/a n/a BCDL ' 10.0 Code FBC2020/TP12014 Matrix -AS 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 •Exoept' 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=0-8-0116=0-8-0 Max Hom 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=846(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 =-1 048/683 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=-1501l790, 8=13=-277/743, 10-13=-441/279, 7-16— 631%4321�1�, N V�<� NOTES- 1) Unbalanced roof live loads have been considered for this design. ,QU ♦ 'S •E N S • •.? �� Vult=160mph Vasd=124rnph; TCD.L=5.Opsf; BCDL=5.0psf; h=15ft; B=79ft; L=40ft; Cat. �• V� F •, 2) Wind: ASIDE 7-16; (3-second gust) eave=5ft; �� ll; 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, Exterior(2R) NO 68182 •: 5-0-10 to 15-8-0, Extedor(2E) 15-8-0 to 18-4-0, Intedor(1) 18-4-0 to 26-6-10, Exterior(2R) 26-6-10 to 34-5-6, Intedor(1) 34-5-6 to forces MWFRS k 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and & for reactions _� shown; Lumber DOL=1.60 plate grip DOL=1.60ONY 3) Building Designer / Project erigineer responsible for verifying applied roof live load shown covers rain loading requirements specific "0 :. : � to the use of this truss component. 14) S 0 F ••, <(/ Provide adequate drainage to prevent water ponding. Q 5) All plates are 2x4 MT20 unless otherwise indicated. �i�T '.'c� Q Q;•• �_�� O R 1 I 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�ss/O Will fit between N 111'r the,bottom chord and any other members. Il 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 569 Ib: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 MlTek USA,, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 6904' Parke East Blvd. Tampa FL 33610' " Date: . May 1,2;2021 Afi, 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 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. ANS11TP11 Ouality Criteria, DSB-89 and BCSI Building Component 6904 Parke EaskBlvd. Safetylnfornisflon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Q.ty Ply GHO Homes - Clementine - Classic T23917373 2756938-GHO-I8MW A3 .: Roof Special 1 t Job Reference (optional) - twimerS rlrst,ource trlani Lary,. rLj, -. rlanl ld1y, rL - OU001, 0.43U a Apr ZU ZUZ 1 Iv1l 1 er. InUUSUleS, Inc. I Ue May 1 1 Vy;4o;03 LUG I rage I ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-Sb?5uGBIfoQKL_TLzRnexME9eXSitxjr9xXDGszHchM -2-0.0 5-3-12 11-0-0 13-8-0 16-4-0 20-412 24-2.0 28-6-0 34-2-4 39-6-0 41-6-0 , 22-0 00 5-3-12 5-8-4 2-8-0 + 2-8-0 4-0-12 3-9-4 4-4-0 5.8-4 5-3-12 2-0-0 ' Scale =1:73.8 - 6x8 = 7x10 = 4 34. 355 5x6 = 7x8 = 6.00 12. 5x8 = 6 _ B 3x4 i . 33 36 3., 38 3x4 10 a 32 n m 2 .39 R , 1 ., 21 20.19' 18 17 16 7"e — 11 4x6 12=.co co .. o 4xB = 6x8 = 4x8 = 15 14 13 4x6 4x8 = • 6x8 = 5-3-12 1'1-0-0' 16-4-0 20-4-12 24-2-0:: 28-6-0 342.4 39-6-0 5-3-12 5.8-4 5-4-0 4-0-12 3-9-4 :. 4.40 5-8-4 5-3-12 Plate Offsets (X Y)-- [4:0-4-0 0-1-151 [5tO-5-0 0-3-01 [6:0-5-4 0-3-4] [9:0-1-12 0-3-8][16:0-5-12,0-4-01;[18.0-3-8;0-3-0] LOADING (psf) SPACING- 2-070 CSI. DEFL. in (loc) ' I/defl 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 DOLT . 1:.25 BC: - 6:65 Vert(CT) -0.59' : 17 >801 180 - BCLL 0.0 ' Rep Stress Incr:: YES W B :. 0;83 Horz(CT) " • . 0.1.7 : 11 n/a n/a .. : B.CDL: 10.0 Code FBC202OfTP12014 : Matrix -AS Weight: 292 lb FT = 20% LUMBER- ' BRACING- TOP CHORD 2x6 SP No.2 *Except* TOP CHORD. ' .Structural wood sheathing directly applied. 174,9-12: 2x4 SP No.2 BOT CHORD .Rigid ceiling directly applied. . 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), T1=-821 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=-3514/1698, 3-4=-2989/1581, 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, 16717=-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, ,,�1��Q�j(N 14-16=-1051/2583;.9-16=-877/2022,9-14=-437/235,10-14=-641/300,7-17=-363/221, �%, OQ�•,...•••.,• 6-17=-114/348,8-1.7=-131/359 , NOTES- '• No 68182.. •' 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; 8=79ft; L=40ft; save=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1r9-15,' Interior(1) 1-9-15 to 7-0-%.Exterion2R) 7-0-10 to 13-8-0, Exterior(2.E) 13-8-0 to 16-4-0, Interior(1) .1.6-4-0,to 24-3-12, Exterior(2R) 24-3-12 to 32-5-6, Interior(l) :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 �I S :OF � k' •• �/ shown; Lumber DOL=1.60 plate grip DOL=1.60 for Q 3) Building Designer / Project engineer responsible verifying applied roof live load shown covers rain -loading requirements specific••.;C .� p.R j•O•.•' �.�.. . to the use of this truss component. �j `ti? ♦. �I SSA . 4) Provide adequate drainage to prevent water ponding. �` %% N Ai 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 of20.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-Cert 6634' BT Provide mechanical connection (by others) of truss to. bearing plate capable of withstanding 100 lb uplift at joint(s). except (jt=lb) 6964. Parke East Blvd. Tampa FL 33610 2=8.13, 11=821. Date:. 9)' Tliis truss:design requires that a minimum of 7/16" stnictu�al wood sheathing be applied directly to:the top.chord and 'I/2" gypsum May 12 2021 sheetrock be applied direct) to the bottorn 'chord. ® WARNING- Verity deslgn.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 abased 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 " ffek': 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 'ANSIM11 Quality Criteria, DSB-89 and BCSI Building Component' 6904 Parke East Blvd. Safetylnformation: 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 T23917374 2756938-GHO-1 BMW A4 ..Half Hip 1 1 Job Reference (optional) t3unaers Mrsibource trlant lilSy, i-L),. mam L ny, I-1-1- JJbbf, .. _ 6.431.1 is Apr'Lu 2u'Ll Nit I eK Inausmes, Inc: flue May 11 uwzu:bf zuzl rage 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-O_6rJyC?BPg2aHdk5sg6OnJTKL4LLo_BcFOKKkzHchK -2-0-0 6-8-151 , 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 4r11-0 4-11-0 2-4-0 6-7-4 6.4-12 y Scale =:1:75.1 . 6.00 12 5x6 = 5x6 = 5 6. 3x4 = 5x6 = 3x6 7 3x4 9 . .4. 3x6 3x4 9 10 co 0 32 co 2 34 of 1 6 11 m o '20 19 18 4x6 7xB' = 5x6 15 14 13. 3 5x8 It' 4x12 = 6-B-13 :.12-40 19-3-0. 24-2-0 26.6-0 33-1-4 39-6-0 6-8-13 5-7.3 6-11-0 4.11-0 2 4.0 6-7-4 6 4-12 Plate Offsets(X;Y)--[8:0-4-0,0-2-8),[17:0-3-8,0-4-8),[18:0-3-0,0-3-81,[19:0-3-0,0-4-8] — LOADING (pso 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) 0.4317-18 >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 ]nor. YES WB 0.97 Horz(CT) . 0.27 11 n/a .: n/a.: BCDL 10.0 Code FBC2020ITP12014 Matrix -AS 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... 2-19: 2x6 SP No.2, 16-19: 2x6 SP M 26 WEBS 1 Row at. midpt 6-19, 7-i 6 . WEBS 2x4 SP No.3'Except' 6-14: 2x4 SP No.2 . -OTHERS. 2x4 0.2 *Except*" 22-23,25-26: 2x4 SP No.3 . REACTIONS.' (size) 2=0-8-0, 1:1=0-8-0' Max Harz 2=325,(LC9) Max Uplift 2=-813(LC 10), 11=-821(LC 10) . Max Grav 2=1926(LC 1:)', 11=1926(LC 1) FORCES. .(Ib) Max. Comp./Max. Ten. -.All forces 250 (lb) or less ezceptwhen shown. :TOP CHORD 2-3=-3462/1519, 3-5=-2832/1369, 5-6=-2698/1378, 6-7=-3550/174.1; 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, 5719= 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, 10-14=-758/364,IN 14-17=-788/2370 Pa Ft NOTES- �SF•.• •E N ' 1) Unbalanced roof live loads have been considered for this design. N O 6 8:182 �) 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; Eno[., GCpi=0.18; MWFRS (directional) and C,CExter]or(2E) -2-1-7 to 1-9-15; Interior(l) 1-9-15 to 6-8713, Extedor(2R) 6-8-13 to 12-4-0, Exterior(RE) 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, Ihterior(i) 32-1-1 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 - :� :• S �.F Building' Designer%:Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific; Q •, �(/ to the use of'this truss component. �� T • A, 4) Provide adequate drainage io:prevent water ponding. ••' 5) :All plates are 2x4 MT20 finless otherwise indicated. �i SIS� • • • •�` �� 6) This truss has been designed'for a 10.0 psf bottom chord live load. nonconcurrent with any otherlive. 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 thebottom 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) Mi7ek USA, Inc. FL Cert 6634' :• 2=813, 11=821. . 6064 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 :122021 . ® 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 At a truss system. Before use, the building designer must verify the applicability of design parameters and:properiy 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 guidanceregardingthe .. 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. afe Information. available from Truss Plate Institute, 2670 Crain HI hwa , Suite 203.Waldorf, MD 20601 Safetn' Highway, y Tampa, FL. 3661.0 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T23917375 2756938-GHO-I8MW A5 Hip 1 1 - Job Reference (optional) i3Ulldes F-irstsource (F9ant city,. i-L), Nlant city, I-L - 33567, 8.430 S Apr 2U 2U21 mi I eK Inaustnes, Inc.. I us may 11 09:26:56 2021 rage 1 ID:gl l8wLV Ni 6YkTT7fi BJ8hFyw6 EN-sAgDXHDdyj oVCRCweZLLZ?sbkkRl4 HkHrvlttBzHchJ 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 6-3-9 6-8-7 Scale=1:73.8 aid 6.00 F12 5x8 = 5x6 = 5 33 34635 7 (? O 2= 7 a a 3A 11 6x8 = 5-8-8 12 4 0 18-5.0 24-6-0 26-6-0 , 32-9r9 .. 39-6-0 5-8-8 6-7-7 6.l. 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],.[7:0-3-0,0-2.0], [13:0-3-8,0-3-01,. [15:0-3-12,0-2-12], [17:0-2-4,0-3-4] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in ([cc) Udefl Ud PLATES GRIP TCLL 20.0 ., Plate Grip DOL 1..25 TIC. : 0177 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 WEI 0.88 : Horz(CT) 0.21: 11 n/a n/a BCDL 10.0 :. .Code FBC2020lfP12014 Matrix -AS Weight: 236lb 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.. 6-14: 2x4 SP No.3, 15-17: 2x4 SP No.1 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 CHORD2-3=73930/1577, 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=-1112/3670, 17-18=-1112/3670, 16-17=-785/2896, 15-16=-875/2992, 8-15=-341/303, 11-13=11134/34,11 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- ,,``,', I N VF��I� 1) Unbalanced roof live loads have been considered for this design. ♦�l�OP.�v �' �i ♦� , C, E N S •- � 2) Wind: ASIDE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. �♦ •� V� F�••, ll; 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) NO 68182 •: 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, 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; LumberDOL=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. .: .�% �• S 0 F Provide adequate drainage to prevent water ponding. 5) All plates, are; 2x4 MT20 unless otherwise. indicated. �((/� �� T •'• Al Q` .' ♦♦ 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent_with any other live loads. * i 1 Q �,• N. . i�, s R `� ,♦♦ ?) This truss has been for.a live load sf withthe areas where a rectangle 3-6-0 tall by 2-0-0 wide m ��S�0 N A; , will fit between the bottom chord hord andned any other members, s, BCDL 1 O.Opsf.all 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, 11=821. Joaquin Velez PE No.68182 9) This truss design requires theta minimum of 7/16" structural wood sheathing be applied. directly to the top chord and 1/2" gypsum MiTek USA,.Inc. FL Cert6634 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. 5/19/2020 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:properly damage. For general guidance regarding the fabdcation, 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 Piate.lnstitute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 - - Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes.= Clementine - Classic T23917376 275693B-GHO-I8MW A6 Hip 1 .1: Job Reference (optional) Builders rtrsisource (rtam Gtiy, FL), -2.0-0 6.6-0 Plan idly, FL - 3356/, 14-4-0 22.6-0 8.430 s Hpr 20 2021 MI I eK Irluusrnes, Inc. I ue May 1 1 0929:00 ZUZ 1 rdye_ r ID:gll8w.LVNi6YklT7fiBJ8hFyw6EN-pZo_xzFuUK3cRIMJm_NpeQxw1Y7eYApaJDE_x3zHchH 26=" , 32-9.9 _ 39-6-0 41-6.0 2-0 0 6-6-0 7-9-15 8.2-0 4-0-0 6-3-9 6-8-7 2-0-0 e• Scale=1:81.1 6.00 12 6xB = 5x6. _ 5 6 4x6 � 4x6 7 3x4 4 32 33x4 x6 3 8 2x4 II 9 2x4. 1I 31 2x4 II m 2x4 II 2 33 2x4 I 12x4 11 1 18 17 16 34 15 14 5x8 - 10 m 2x4 I I 3x4 = 4x6 - 3x8 = 11 ,o 3x6 = _ 13 12 3 3x4 11 5x8 6-6-0 14-4-0 o_�ca_c_v 22.6.0 26.6.0 32-9-9 39-6-0 Hale Vllstlls tA,TI-- 14:U-3-U.CUye1, fa:uW-U,U-I-IOJ� td:u-3-U,U-L-/J, t IL:UV-O,U-C-CJ, t14:U-d-U,CdgeJ -' ' LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl- L/d PLATES GRIP TCLL 20:0 . Plate Grip.DOL 1.26 TC . 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 FBC2020/TP12014 Matrix-AS Weight: 239 lb 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... BO.T CHORD 2x4 SP No.1 '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 forces250 (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=-38B3/1630, 9-10=-3901/1502 BOT CHORD 2-18=-1060/3643, 17-18=-1060/3643, 15-17=-673/2724, 14-15=-1037/3303, 7-14=-224/850, 10-12==1097/3387 WEBS 7/340, 6-15=-312/963, 7-15=01137/524712-844/42092/3267, 9 126-492/319 NO I N . V�< ., .... . NOTES- ,O ."� (',•ENS "• 1) Unbalanced roof live loads have been considered for this design. �� " V� F•"�, �� 2) Wind: ASCE 7716; 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 Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 8-8-15, Exterior(2R) • :• 8-8-15 to 28-1-11 Interior(1) 28-1-1 to 37-9-1, 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,erlgineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use:of this truss component. _ �10;• ST E .O.F �) Provide adequate drainage to prevent water ponding. 0 5) This truss has been designed for a 10.0 psi bottom chord live load, nonconcurrent with any other live loads.. ' �� T ••. Al Q;.• �� i -' 6) This truss has been. designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide R G� ,sf.,,0 l fit between the bottom chord and her l lovide ` 7f Pre mechanical connection (by Oth r )t4 of truss o bearing pl tth o capable of withstanding 100 Itouplift at joint(s) except Ot=lb) N A`, 2=813,10=821. 111 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 only upon parameters shown, and is for an Individual building oomponent, 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 Wek°: Is always: required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information: available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL. 36670 a CD Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T23917377 2756938-GHO-18MW A7 Hip. 1 1 Job Reference (optional) Builders Firstsource (Plant city,. FL), Ylant city, FL - 33bbI, -2-0-0 4-7-5 9 9 �2 --- �2-0-0 4-7-5 5-2-7 cc 2x4 II 2x4 I I 32 co 2x4 11 2" d 1 .3x6 = 5x6 = 6.00 12 6 3x4 G 33 5 3x6 s . 2x4 4 3. 19 3x4 = 18 17 4x6 = 3A b.43U s Apr eu zuel mi I eK Inausines, Inc. r ue Tway I i uu;emue eue r raga. i Ii6YkTT7fiBJ8hFyw6EN-IxwkMfG8OyJKh3W htPPHjr1 LSMnVOBbtmWj5OyzHchF 5x8 = 7 34 4x6 8 6-3-9 1 1 6.8-7 3x6 9 3x4 t-'- 10 16 15F� SxB— 3x4 = 14 13.. 3x4 11 5x6 = Scale=1:81.1 a m 2x4 I I 35 2x4 II 2x4 II 11 m C 12 -'? 3x6 O 7-11-6 o-v-ru rc-u o-u-v o•a-a oo, 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) . I/deft:. Ud PLATES GRIP TCLL 2.0.0 Plate Grip DOL 1.25 TIC 0.53 Veft(LL) . 027 15-16 >999 240. MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC :0.90 Vert(CT), -0.5215-16 >914 180 BCLL 0.0 ' Rep Stress Incr : YES WB 0:69 Horz(CT) : 0.20' 11 n/a n/a . BCDL 10.0 Code FBC2020/TPl2014 . Matrix -AS Weight: 244 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:'2x4SPNo.3 WEBS 1 Rowat.midpt 5-17,,7-17,,8-16 :WEBS 2x4SPNo.3'ExcepY 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: - Max. Comp./Max. Ten. - All forces 250 (lb) or less except wharf shown. ,(lb) 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, 1.7-19— 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, 8-16=-1261/617, 13-15=-1023/2902, 10-13=-497/303, 7-16- 343/886 PQUIN NOTES- S .'-** N •,�`� �%� 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--5.0psf; BCDL=5.Opsf; h=15ft; B=79ft; L=401t; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific "7]' .� : " *-, to the use of this truss component. : . : ST OF �4) Provide adequate drainage to prevent water ponding. been designed for 10.0 bottom live load SOT •'•;C� Q;•' 5) This truss has a psf chord nonconcurrent with any other live loads. ' �iSj ' R Q �� 6) This truss has been designed for a live load of 20.00sf on: the bottom chord in all area's where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. • • 71 Provide mechanical connection others) of truss to bearing capable of withstanding 100 lb uplift at joints) except Qt=lb) .(by plate 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.. FLCert 6634 6904 Parke East Blvd. Tampa FL 33610 ; . Date: May 12;2021 A- WARNING - Verify design parameters:and READ NOTES ORTHIS 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 andpropedy 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 aways 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 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 T23917378 2756938-GHO-I8MW AB Hip 1 1 Job Reference (optional) But derS FirstSource (Plant Gity, 1-L), Plant Glty, FL - 33567, -2-0-0 5-8-0 10.10.14 ' 2-0-0 ' 5-8-0 2x4 11 2x4 11 32 m 2x4 II' 2 0 1 3x6 = 6.00 12 3x4 5 33/ 6.431) S Apr zu zuzl MI I eK Industries 111C._ I Ue May l l uv:zv:u4 zuzl rage 1 ID:gll8wLVNi6YkTT7fiBJBhFyw6EN=hK1 VnLIOXZZ2wMf47gSIoG6hg9UcU1 zADgCC4rzHchD 19.10-0 , 26-6-0 32-9-9 39-6.0 , 41.6.0 2-10-0 6-8-0 6-3.9 6.8-7 2-0-0 Scale=1:81.1 5x6 = 5x8 = 6 7 4x6' _ 14 3x4 II . .13. 6x8 = 7-10-8 17.0-0 19.10-0 26-6-0 32-9-9 39- m N O 2x4 11 35 2x4 11 2x4 11 11 �? 4 12 'o 3x6 :Plate Offsets (X,Y)-- [6:0-3-0,0-2-0], [7:0-6.0,0-2-81, [13:0-3-8;0-3-0], [15:0-5-12,Edge] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl : Ud PLATES : GRIP TCLL , 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.33-17-19 >999 240 " MT20 244/190 TCDL 15.0 Lumber DOL 1.26 BC . 0.86 Vert(CT) -0.67717-19 >712 160 BCLL 0.0 ' Rep Stress Incr, YES W B .0:70 Horz(CT) ... 0.26 : 11 n/a .. n/a . BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 247Ib FT=20:% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD .2x4 SP No.i *Except* BOT CHORD Rigid ceiling directly applied. 8-14: 2x4 SP, No.3, 1.1-14: 2x4 SP No.2 WEBS 1 Row at micipt. ..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=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 Jess except when shown. TOP CHORD 2-3=-3849/1:462, 3r5=-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=-99l728, 5-17=-933/465, 6-17= 309/925, 7-17=-304/200, �>l1 f 11111� 7-16=-344/1022, 8-16— 1541/648, 13-15=-1000/3305, 10-13= 496/297. ��PQUIN �/F��-',o' NOTES- `�� ,O .•:G E NS'•�i..: 1) Unbalanced. roof live loads have been considered for this design. �� F•�•, 00 0 0. 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:- Ilk. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 1-9-15, Interior(t) 1-9-15 to 11-4-15, Exterior(2R) NO 68182 11-4-15 to 25-5-1, Interior(1) 25-5-1 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 jive load shown covers rain loading requirements specific -O to the :use; of this truss component. S F '4) Provide adequate drainage to prevent water ponding. Q •, <(/ 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreht with any other live loads. 6) This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �i� 0 R will fit between the bottom chord.and any other members, with BCDL = IO.Opsf. �i SSA � � � � • • �� "'� 73 Provide mechanical connection (by others).of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) �I�,1� N A' � 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"Cent 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. 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 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 . .. r►iTek' � is always required for stability and to prevent collapse with possible personal Injury and.properly damage. For general guidance'regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. ANSIM11 duality Criteria, DSO-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 T23917379 2756938-GHO-I8MW A9 Roof Special 1 1 Job Reference (optional) bunaers mrsibource tmam tiny, r-L), darn ary, 1•1- - 0=01, 0.4JU 5 APr eU 4U41 tvll I ex 111UU51HUS, 111U. I uW IVlay 1 1 UU;4muo Z4 r Me 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-9Wbt7hJ01thvYW EGZYz_LTftFZpRDPdJSUOcHzHchC i -2-0-0 5-4-13 , - 10.9-11 16.2-6 18.10-e 19.9i0 26-6-0 32-9-9 39.6-0 i 41-6-0 , 2-0-0 5.4-13 5-0-13 5-4-13 2-e-0 0-10-8 6-9.0 6-3.9 6-e-7 2-0-0 3x6 = 5x6 = 5x6 i Sx8 6.00 12 8 6 7 .19 K353x6 2x4 4 3 21 38_ : 20 .19 :3x4 - 5x6 WB= 3x8 = 7-8-7 16-2-8 18 Scale = 1:82.6 3& 46 10 3x6 11 3x4 Q .12 2x4 11 37 2x4 II 2x4 II - 17 is m o 18 14 .o 3x4 = 16 15 3x6 3x4 II' 6x8 = 8 26-6-0 32.9-9 39-6-0 c_o_� ' Plate Offsets (X;Y)-- [6:0-3-0,0-2-0], [8:0-3=0,Edpe], (9:0-3-12,0-1-12], [15:0-3-8,0-3-0], [17:0-5-12,Edge] LOADING (psf) :SPACING- 2-0-0 CSI. DEFL. in (loc) :. . Ud PLATES GRIP TCLL .20.0 PlateGrip:DOL .. 1.25 TIC, 0.50 : Vert(LL).' ,I/defl -0.3219-21 >999 240 MT20 244/190 TCDL 15.0 LumberDOL. 1.25 BC.. 0.95 Vert(CT):.''-0.6419-21 >744 180 BCLL 0.0 ' Rep Stress Incr : YES WB .. 0.99 Horz(CT) : , . 0.21 , 13 n/a n/a . BCDL " 10.0 Code FBC2020/TP12014 Matrix -AS 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` i 15-17: 2x4 SP hlo.2 OTHERS 2x4 SP No.3 *Except* 1-22,14-25: 2x4 SP No.2. REACTIONS. (size) 2=0-8-0,1.3=0-8-0 Max Hom 2=-41B(LC 8) Max Uplift 2=-813(LC 10), 13=-821(LC 10) Max Grav 2=2178(LC 15), 13=2218(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less excepi.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=-1094/36B7, 19-21=-894/3075, 18-19=-610/2418, 17-18=-1067/3350, 1nA _195/957 13-15--1102/338P WEBS 3-21=-389/246, 5-21=-99/71.1, 5-1.9=-863/438, 6-19=-293/874, 9-19= 294/203, 12-15=-498/315 9-18- 326/1058, 10-18=-1430/587; 15-17=-1076/3334, `��,Qv t j�J V� ��,,� . NOTES- %% QP • �� , .• G E N V� `SF •t•, �00 1) Unbalanced roof live loads have been. considered for this design. �� •�• 1. 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 Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9.15 to 12-3-2, Extedor(2R) �. .12-3-2 to 16-2-8, Exterior(2E).16-2-8 to 18-10-15, Extedor(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 grip DOL=1.60 "10 1. ... Building Designer /Project engineer responsible for verifying applied roof. live load shown covers rain loading requirements specific �• S T or �/ ,3) to the use:of this truss component. 4) Provide adequate drainage to prevent water ponding. Q ((/41 #T[•�'.'c� 0 .R 1 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent.with any other live loads. • i� �` c1 • �I sl) ...... 6) This truss has been designed fora live load of 20.Opsf on.the, bottom chord in all areas, where a rectangle 3-6-0. tall: by 2-0-0 wide �� I� /0 N AX, will fit between thebottom chord and any.other membersi 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 (it=lb) 2=813, '13=821. - Joaquin Velez PE No.68182 8) This truss design requiresthat a minimum of 7/16" structural -wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc.: FL Cert 66M 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. Date: May 12,2021 . 0: 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 - ANSVTPil Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. - Safety Information: available from Truss Plate InIatitute,'2670 Crain Highway, Suite 203. Waldorf, MD 20601 ' ' Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T23917380 2756938-GHO-I8MW A10. Roof Special 1 1' Job Reference (optional) duuaers rtrslbource (darn clry, M), rianl UIry, rL - JJOb/, m4Ju s mpr Lu ZUZi IVII I eK Inuusines, Ino. t ua may I I ua;ea:z I eue r rage r I. I D:g118wLVNi6YkTT7fiBJBhFyw6EN-S3xEmenQgM89Gltp_IAgZCgH3ggAvYXrLeIQ3qzHchu -2-0-0 6-4-12 , 14-2.8 16-10-8 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-B 6-9.0 6-7-6 6-4-10 2-0-0 Scale=1:82.6 1 6.00 12 CZ 2x4 11 2x4 11 33 m 2x4 :I1 2 0 1 3x6 = 2x4 • I I 3x6 — 6x8 = 5x6 7 5 3x4 - 4x6 — 5x6 34 JxY \' n 11 Cb 2x4 II 35 2x4 II 2x4 II 12 C? o 13 .o 15 14 3x6 3x4 If 5x8 = .0 33-1-6 Nlate UttsetS (X,Y)-- (b:U-4-U,U-1-1b1, IY:U-3-0.tdgel, 16:U-1-4;U-2-81, 11U:U-3-U,tdgel, 114:U-3-8;U-L-aL 116:U-6-U,tdgel" 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) -0.31 17-19 >999 240 MT20 244/190 TCDL 15.0 LumberDOL:., 1.25 BC 0:82 Vert(CT):.-0.6217-19 >767 180' BCLL 0.0 ' Rep Stress Incr YES W B ; . 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 678' BOT CHORD - 2x4 SP No.1 `Except BOT. CHORD Rigid ceiling directly applied. 9-15: 2f 4 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=0-870, 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. .(Ib).- Max. Comp./Max. Ten. -.All forces 250 (lb) or less except when shown. :'TOP CHORD 2-3=-3869/1523, 3r5=-2982/1353, 5-6=-2766/1342, 6-8=-2494/1150, 64=-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=0/272, 3-19=-966/38.1,.5-19==65/730, 5-17= 208/364,.8-17=-272/1005, �/1111111/�� 14-16= 1103/3265, 11-14= 470/315,.9-17=-1128/480 ,,,�OPQUIN NOTES-.••�G E NS'• 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; 11=15ft; B=79111t; 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 14-2-8, Exterior(2R) ` * •; • No 68182 •:• * = .16-10-8 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 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific '0 :. tr to the use,of this truss component. i '• S O;F 41 14) Provide adequate. drainage to prevent 'wate r ponding. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. S OT %'.;� Q' ��%b 6) • This truss has been.designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �i� '• 0 R � Q ••• �\ will fit between the bottom. chord and any other members, with BCDL = IO.Opsf. �I SSA • • • •�� o%� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) �I� 0 N A` f,� 2=813; 12=821.. 8) This tru'ss'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. FLCert 6634 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6904'Parke East Blvd. Tampa FL 33610 Date: ' May 12,2021 - , A WARNING •- Verity designparemeters'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 applicabllity.of design parameters and property incorporate this design into the overall . .. .building design. Bracing Indicated is to prevent buckling of individual truss weband/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 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 T23917381 2756938-GHO-I8MW All Roof Special 1 1. Job Reference (optional) Builders FlrstSource (Plant fifty; FL),Plant city, FL - 33567, - 8.430 s Apr 20 2021 Mil eK Industries, Inc. I De May 11 09:28:23 2021' Page 1 ID:gllBwLVNi6YkT77fiBJ8hFyw6EN-OR3?AKogBzOsV31 B5jb8ecvcUdSANSA8oynX7jzHchs " -2-0-0 5-6-11 12-2-8 14-11 19-9-0 26-6-0 32-9-9 39-6.0 41.6.0' 2-0-0 5-6.11 6-7-13 2-8-0 4.10-8 6-9-0 6-3-9 6-8-7 2.0-0 Scale=1:82.6 I 5x6 6.00 12 _: 5x6 = 1 5 c 34 3x6 3x4 4 3 2x4 I I 2x4 11 31 m 2x4 II 2 0 1 18 3x6 = 2x4 11. 33 5x6 = 7 35 4x6 B 1'7 37 38 16 5xB = 3x8 = 15 u 5x8 =- 14 3x4 11 3x8 9 3x4 Q � ... to . n r; 2x4 11 36 2x4 II 2x4 11 11 C? 12. -o 3x6 5-6-11 12-2-8 14 10-6 la -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 Plate Offsets (X,Y)-- [5:0-4-0,0-2-8], [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 ([cc) ' I/deft . Ud PLATES. GRIP TCLL 20;0 Plate Grip. DOL 1.25 TC : 0.77 Vert(LL) -0.29 16-17 >909 240: MT20 244/190 TCDL 15:0 Lumber DOL 1.25 BC:, 0.97 Vert(CT)'-0.6115-16 >774 180 BCLL 0.0 Rep Stress Incr' YES W B 0'.87 Horz(CT) ' . , 0.23 . 11 n/a n/a" BCDL 10.0 Code FBC2020lrP12014 Matrix -AS 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. . -8-14: 2x4 SP No.3 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.3 REACTIONS. : (size) 2=0-8-0, 114-8-0 Max Horz 2=422(LG 9) Max Uplift 2==813(1_C 10), 11=-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=-2769/1459, 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 :NOTES.QUIN V��j' 1).Unbalanced roof live loads have been considered for this design. G E N S •• �" �i� 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..�•��:� F•••," II; 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 8-3-2, Extedor(2R) NO 68182 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) 15-9-1011 23-8-6; Interior(1) 23-8-6 to 37-8-1, Extedor(2E) 377871: to,41-7-7 zone; caritilever left and right exposed ;C-C for members and forces & MW FRS for reactions:• "shown; Lumber DOL=1.60 late p grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof jive load; shown covers rain loading requirements specific �'p : • . -: f7 ` " to the use of this truss component. .: : •• SA-Z •4) Provide adequate drainage to prevent water ponding. .. 100OF ••. ((/ 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.. • �� T �i� O R 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 •'• �N,�� l fit between the bottom chord and other members, fth e f lovide mechanical connection (by others)of tru s o bearing platcapable of 7) Prewithstanding 100 lb uplift at joint(s) except at=1b)_ /lf.11ll/. 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, R. Gert 6694 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 Mew" 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-69 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 T23917382 2756938-GHO-I8MW Al2 Roof Special 1 1 Job Reference (optional) Hunders mrstbource Islam tarty, t-Lf, darn Ulty, rL - dsbbi, • -2-0-0 4.8-12 10-2-8 12-10 r 5z6 = 6 ts.4Ju s Apr eu zuzi IVII r eK rnaUSIDes, inc. r ue May r r utnzo:za zue r raye I 6YkTT7fiBJ8hFyw6EN-KgBlb?,gxjaealNBaDBFcjl jQRAWrOdQFGGeCbzHchq 32-9-9 39-6-0 1 , 41-6-0 , Scale =1:733 3x4 11 5x6 = . 10-2-8 12-10-8 19 2,0. 26-6-0 _ _ 32-9-9 39-6-0 10.2-8 2.8-0 8-10.8 6-9-0 6-3-9 6-8-7 Plate.Offsets (X,Y)-- [2:0-2-10,0-1-81, [4:0-3-0,0-2-0), [14:0-5-.12,0-3-4) LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) : Vdefl Ud PLATES GRIP TCLL 20:0 .. Plate Grip: DOL 1.25 TC. 0.81 Vert(LL) ; :' 0.29 :14-15 >999 :240 MT20 244/19Q TCDL 15:0 Lumber DOL. 1 1.25 BC ' 0.85 Vert(CT) -0.55 14-15 >870 180 BCLL 0.0 Rep Stress Incr YES WB: 0:74 Horz(CT) 0.21 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 . Matrix -AS 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=0-8-11 Max Horz 2=422(LC 9) Max Uplift 2=-813(1_C 10), 10=-821(LC 10) . . Max Grav 2=1926(LC 1), 10=1926(LC 1) FORCES. (lb)' -Max Comp./Max. Ten. -All forces 250 (lb) or less exceptwhen shown. TOP CHORD 2-3=-3435/1738, 3-4=-3018/1532, 4-5=-2644/1479,,5-6=72410/1350, 6-7=-2421/1358,; 7-9= 3464/1692, 9-10=-3387/1542 BOT CHORD 2-18=-1302%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=71:194/724, 6-15— 740/1568, 7-15=-1305/638, 12-14=-1100/2897, 9-12=-496/320 %%%%J1111111//l�', I N I/�� NOTES- 1) Unbalanced roof live loads have, been considered for this design. ,`�, OPQV • ,�- , .�'�GE NS •• 2 �� 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 F•••, 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 6-3-2, Extedor(2R) �� N O 68182 6-3-2 to 10-2-8, Exterior(2E) 10-2-8 to 12-10-8, Interior(1) 12-10-8 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; 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 to the use of this truss component: *4) water :13 ', ST OF W •, 4tj Provide adequate drainage to prevent ponding. All MT20 Q �� T • '� Q;• 5) plates are 2x4 unless otherwise indicated. C� •'' O R 1 � 6) This truss has been designed,for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q:1 �i� ••• .... 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�SS/O ��% will fit between the bottom chord and any other members. /1�111 N A' 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 of7/16" structural.wood sheathing be applied. directly to the top chord.and 1/2" gypsum MIT*USA, Inc. FL Cert 6634 • sheetrock be applied directly to the bottom chord. 6964 Parke East Blvd. Tampa FL 3361,0 Date: May 12,2021 . WARNING - Verity design parameters: and READ NOTES ONTTHIS 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 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 : _ANSVTP11 Quality Criteria, OS6-89 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 ' T23917383 2756938-GHO-IBMW A13 Roof Special 1 1 Job Reference (optional) Bueeers i-irsisource triam City, rt-1, Plant City, FL - ssbbr, 8.430 s Apr zu 202i Mir ex industries, inc. t ue May 11 09:28:26 zun rage t ID:gllBwLVNi6YkT17.fiBJBhFyw6EN-6Dk,7pLgZUumRM W mmmnnrGFXAorWfagl aUv ?Bkl zHchp -2-0-0 3-7-4 8-2-8: 10-10-8 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 4.11-7 6-9-0 6-3-9 6-8-7 Scale=1:81.1 5x6 = 7 3x6 5r- 35 5.= 6 : .. 4x6 5x8 = 8 6.00 12 4 3x6 2x4 9 3x4 2x4 11 3 33 10 r. 2x4 11 32 d m 2x4 11 2 2x4 II 1 36 2x4 II 2x4 II 6 19 18 17 37 3B 16 15 5x8 = 11 m o _ 12 ? 3x8 = 3xB = 4x6 — 3x8 = =d r 4x4 = 14 13 3x6 3x4 11 6xB = 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)-- [4:0-3-0,0-2-0], [5:0-5-4;0-2-8], [.13:0-3-8,0-3-0]; [15:0-5-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall Ud PLATES GRIP TCLL 20.0 . Plate Grip,DOL 1.25 TC: ::0.58 Vert(LL) . . -0.39 16-18 >999 240. MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT)' . -0.78 16-18 >609 180 BCLL 0.0 Rep Stress Incr W B 0.73 HOrz(CT) 0.21 11 n/a n1a BCDL 10.0 .'YES Code FBC2020/TPl2614 Matrix -AS . . Weight: 243Ib 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, 1-1=0-8-0 Max Horz 2=422(LC 9) Max Uplift 2=-813(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=4636/1385, 8-10=-3857/1673, 10=11=-3858/1526 BOT CHORD 2-19= :13OB/3762,18-19=-1326/3998, 1.6-18=-964/3161, 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=-l.054/593, 6-18=-653/1575, ,,�tti t1111 f�I� 6-16=-1193/644, 7-16=-805/1912, 8-16=-1491/654, 13-15=-1085/3263,,10-13=-493/317 QUIN � NOTES- ., ,, •.,, G E N,9 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 4-3-2, Exterior(2R) ' :• 4-3-2 to 8-2-8, E derior(2E).8-2-8 to 10-10-8, Interior(1).10-10-8 to 15-9-10, Exterior(2R) 15-9-10 to 23-8-6, Interior(l) 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 & MWFR_S 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 - �.� S F to the use of this truss component. Q 4) Provide adequate drainage to prevent water ponding. 5) This has been designed for T •• 'C Q;.' _ �� i� �s'' .O R 1� truss a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' •`• �\ �� ...... •(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 I� l9. ��. N Ai will fit between the bottom chord and any other members, with BCDL = 10.Opsf./��r� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb)If 2=813, 11=821. Joaquin Velez PE No.68182 8) This truss design requires that a minimum of7/16" 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 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, storagei delivery, erection and bracing of trusses and truss systems, see,: - ANSIITP11 Duality 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 , Cltty Ply GHO Homes - Clementine - Classic T23917384 2756938-GHO-18MW A14 Roof Special 1 1 Job Reference (optional) Cunaers rlrsioource triam Uty, rLl, rlam ully, rL - J000/, 0.4JV J npr LV cuc i ,vn, art uwwuiea, u,u. , ue may , , vmco.co cuu rayo , ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-IPsuE1 spOVl9cgv9uGoJLgcW5eCn2jltyEUlpwzHchr 2-0-0 8-2-8 8-10-11 14-3-12 19-9-0 ,21-7-2, 27-4-4 34-2-T 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 2-0-0 ' Scale=1:73.8 4x4-= 3x4:=.4x6 = 5x6 6 ail 16 14 13 3x6 3x6 = 6x8 6-2-8 8-10-8 143-12 21-7-2 27-4-4 34-2 7 _ _ _L 39-6 0 6-2-8 2-8-0 5-5-4 7.3-6 3-9.2 6-10-3 5-3-9 (X;/)-- '[3:0-6-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) : Udefl Ud PLATES. GRIP TCLL 20.0 Plate Grip. DOL 1.25 TC: . 0.59 Vert(LL) . : -0.33 .17-19 ' '>999 240. MT20 244/190 TCDL 15.0 Lumber DOL , 1.25 'BC 0:88 Vert(CT) -0.68 17-19 >695 180 BCLL 0.0 Rep Stress Incr.,: YES W B _ _ 0.81 Horz(CT) . , 0.21 11 n/a n/a BCDL 10.0 'Code FBC2020/rPI2014 Matrix -AS 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'ExcepY WEBS 1 Row at midpt 4-19, 517; 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), 1.1=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=-2902/1'415, 8-10=-3228/1418, 10-11=-8968/1533 BOT CHORD 2-21=-1157/35751 20-21— 1155/3585, 19-20=-1570/4528, 17-19=-993/3324, ' 13-14— 1149/3467, 11-13=-11:49/3467 WEBS 5-17= 1491/673, /V 6 107— 9782144, 14-107=1892/277648 17=1466/281, 10.94-2696/290 ,``,avLN NOTES- " ,� , ••. Ci E AI '•., i� `SF•••, �� 1) Unbalanced roof live loads have beenconsidered 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.. . N o 68182 •' •� _ II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(!) 1-9-15 to2-3-2, Exterior(2R) .* :• 2-3-2 to 6-2-8, Exterior(2E) 6-2-8 to 8-10-8, lnterjor(1) 8-10-8. to 15-9-10, Exteri6r(2R) 15-9-10 to 23-8-6, Interior(:!:) 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 andforces&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 rainloading requirements specific 13 �• STrO. F �/ Z • to the use of this truss component. Q 4u ��i '� •' k 4) Provide adequate drainage to prevent water ponding. �i� •'' N 5) .All plates are 2x4 MT20 unless otherwise indicated. C� • �I ss� • • • • • .... •�`" 6) This truss has been designed. for a 10.0 psf bottom chord.live load nonconcurrent with -any other live loads. ` �I��N A' 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 = IO.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of.withstanding 100 lb uplift at joint(s) except Qt=lb): Joaquin Velez PE No.68182. 2=813, 11=821. MTekUSA, Inc. FLCert 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 parametemand 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 verity the 4pplicibility, 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 _ MITOk• is always, required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. ANSVTpl1 Quality Criteria, OSB-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 , City Ply GHO Homes - Clementine - Classic T23917385 2756938-GHO-18MW A15 Roof -Special 1 1 Job Reference (optional) Builders rlrsiSource (Plant city, rLI),. • 1 -2-0-0 42.2 earn criy, rL'- JJOO/', 0.10.8 1 12-9-7 1 184-8 19-7-1121-1-81 6.430 s Apr 20 2021 IV11 I OK MULES IUS, UIU. 1 UV 1VIdy 1 1 UV:LO:JU eve 1 rdye. 1 I D:qIIBwLVNi6YkTT7fiBJBhFyw6EN-hn_eeju3Y7Htr83Y?hmQ5isFSsQW cC9PYzPtpzHchl 27-1-5 33.1.4 �_ 39Ao 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 6-4-13 Scale=1:77.0 5x8 - 5x6 = 6 7 3x4 37 - 38 3x4 5. 8 5x8 = 6.00 12cc 5x6 = 3x4 3x6 n 9 3 10 rn 36 2 39 .rat 1 d 24 23 22 21 201 15 40 1112 4x6 — 5x8 = h 46 = 45 = .6x8 =17 .16 14 13 3x6 5x6 = 4x6 — 3x4 = A-9.A e.i n-A 19-0-7 1A:A-A 10.7.1.91-1-A. 97.1-5 :11-1-1 ms Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], 16:0-6-0,0-2-81,.17:0-3-0,0-2-0]; [19:0-6-0,0-0-0],. [20:0-3-8,0-4-4) LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip; DOL 1.25 TC; 0.61 Vert(L.L) . 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 6.0 ' Rep Stress Incr YES WB . 0:65 Horz(CT) . 0.24 11 n/a n/a BCDL 10.0 Code FBC2020/fP12014 Matrix -AS Weight: 269lb 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 2x4SPNo.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(LC 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; 22-23=42021/5568, 20-22=-1193/3667, 19-20=-708/2650, 18-19=-631/2409, 17-19=-591%2089, 16-17=-572/2121, 14-16=-917/2710, 43-14=-1156/3396, 1.1-13=-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; /111111l1/�� 8-14=-72/603, 8-16=-1054/471, 10-14=-780/284 N IN NOTES- E N •••C��l,,, Unbalanced live loads have been.considered for design... ,,,,OP';•G V `SF•�•,' 1) roof this •' 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 Exterior(2E) -2-1-7 to 1-9-15, Exterior(2R) 1-9.15 to 4-2-8, Exterior(2E) .* ' 4-2-8 to 6-10-6, 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, Ezterior(2E) 3778-1 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 13 �• S T:OF 441 I to the use of this truss component. �� • 4) Provide adequate drainage to prevent water ponding. .;�� Q ��,�� sA 0 R t 5) All plates are 2x4 MT20 unless otherwise indicated." 'for 'a �0 `�.,,% • • • • ��\ 6) This truss has been designed 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' I� tS� �� 71 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 tallby 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 joirit(s) except Gt=1b) Joaquin Velez PE No.68182, M13,11=821. - , . MiTek 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. Daie: 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 i ANSM11 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 T23917386 2756938-GHO-18MW A16 Roof Special Girder 1 1 Job Reference (optional) eunaers mrstsource triarn Lary, t-L),rlant airy, t-u - aabti/, ts.gau s Apr zu zurt mi I eK mausmes, Inc. i ue may i i utnemaa zuz i rage I ID:gllBwLVNi6YkTT7fiBJ8hFyw6EN-5MfnHkwyr2fSibo6hpOU2jKLlftjjzXc5W C3UBzHchi 19-0-9 21-1.0 -2-0-0 • 2-2-9 a•10-s 1i-0-2. 1s-4-s t7.5.1p 19-11-1s z5-B-10 , 29-11-4 33-5-12 31Y 14 39•s-o a1-s•0 • 2�-0-0+c9 5-4-8. 1-1- 1-7-0 -11- 4-2-10 - "3-6-8 3-01. 3.iN 2I: � Scale = 1:76.4 5x6 = 6x8 = 6x8 = 6 5x6 9 4x4 5 - 44 . 10 4x8 cl 6.00 12 5x8 = 6x8 = 11 4x4 .rZly 12 0; 3' 13 2 24 o '• 1 31 30 "29.. ' 28 27 26 5x12 — 19 1 7 = 14 6x8 = _ _15 — . .. . o 4x6 3x6 I[ 5x6 = ; 5x12 = 4x8 - � 22 21� 4x4 —10x12 17 16 3x6 23 — 3x4 = 6x8 = 2-2-9 4-10-9 11-0-2 16-0-8 1 -5-1 19.11-15 1-1- 25-8-10 29-11-0 33-5-12 is- 14 39-6.0 2-2.9 2-8-o 8.1-9 : 5-0.8 -1- 2-6-5 -1-1 4-7-10 4.2-10 3-fire 3.0-2 3-0-2 Plate Offsets (X,Y)-- [3:0-6-4,0-2-4], [11:0=4-0,Edge], [13:0-4-10,0-2-4], [18:0-0-0,0-2-12], [20:0-2-4,0-3=12], [24:0-5-8;0-2-12], [25:0-2-0;0-3-4], [29:0-2-12,0-2-4] . .. . . . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl: Ud PLATES GRIP TCLL ' :20.0 Plate Grip:DOL ' 1.25 TC 0.75 '' Vert(LL) ' :' 0.40' : 26 >999 240 MT20 244/.190. TCDL 15.0 Lumber DOLT.; =. 1.25 BC..: 0.96 Vert(CT).. 0.73 24-25 >646 180. BCLL 0.0 Rep Stress Incr.: ':.NO W B :. 0:88 Horz(CT) :.. 0.31 : 14 n/a n/a. , . ; BCDL 10.0 Code FBC2020/TPI2014: Matrix-MSH 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 pudins. 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 7) Max Uplift 2=-8f4(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=-3811/1354, 3-4=-5941/2163, 4-5=-4042/1470, 5-6=-3161/1191, 6-7=-2800/1135, 7-8=-2742/1.117, 8=9= 2809/1105, 9-10=-3329/1261, 10-12_ 4369/1545, 12-13=-5917/1991, 13-14==3408/1146 BOT CHORD 2-31=-998/3645, 30-31 =-1 013/3708, 29-30=-2027/6337,-24-25=-621/2825, 9-20=-149/492, ��1111111//� 19-20=-1101/3907, 18-19=-156515240, 13-18=-1503/5039 17-18=-506/1766, �,,,QvfjN V�,�Iej.. 16-17= 887/3001, 14-16=-866/2985�00 . WEBS 3-31=-1i6/4701 3-30=-1082/2853, 4-30=-1517J630, 4-29= 2701/1014, 5-29— 66/480,G-E N 5-25=-1097/511, 6-25= 333/1028, 7-24=-1148/481, 8-24= 774/2029, 10-20=-1259/471, N,\ S�•.•. t� 10-19=-202/833, 12-19=-1458/504, 12-18=-304/1164, 13-17=-3242/955, 20-24=-730/2937; .9-24=-791 /381, 25-29=-994/3513 . .�, No 68182 NOTES- 1) Unbalanced roof live loads have been considered for this. design. '17 '.2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat: - S :OF IJJ Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 Q !� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific�•.;� Q �� to the use of this truss component: S(1 O R 1i �\ 4) Provide adequate drainage to prevent water ponding. �� tS� ........ • �� ! 55 All plates are 2x4 MT20 unless otherwise indicated. {I�� N A; kt% 6) This trus's:has been designed fora 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.68182. . . will fit between the bottom chord and any other members. MTek.USA, Inc. R. Cert 6634 8) Provide mechanical connection (by others) of truss to. bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 6904Parke East Blvd. Tampa FL 33610 2=864, 14=816. Date: Mat*' 12,2021 C o ' . ®. 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 chard 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 . ANSYTPII Quality Criteria, DS13-89 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 City Ply GHO Homes - Clementine - Classic T23917386 2756938-GHO-IBMW A16 Roof Special Girder 1 1 Job Reference (optional) Bunters Flrstbource (clam Glty,, t-L), mant idly, rL - 3Jb57, t1.4JU S Apr zU zuei mi I eK mousines, Inc. i ue may 11 uu:zo:JJ zuz i rage Z . . ID:qll8wLVNi6YkTT7fiBJ8hFyw6EN-5MfnH.kwyr2fSibo6hpOU2jKLlffjjzXc5 W C3U8zHchi 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 design/selection of such connection devices) is the responsibility of others. 10) Iri the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or.back (B). LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 70, 3-4= 7b, 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) 0. WARNING - Verity design, parameters and READ NOTES ON THIS AND. INCLUDED MITEK REFERENCERAGE 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 compbneht; 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 MiT16W 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?Pit Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informal ion available from Truss Plate I.nstitute,-2670 Crain Highway, Suite 2.03 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type oty Ply GHO Homes - Clementine - Classic - T23917387 275693B-GHO-I8MW A17 Roof Special 1 1 Job Reference (optional) Butloers t-irstsource (viant city, t-L);:. mant Lazy, I-L'- JSbbf; C.4JU 5 mpr 4u ZUZ I IVII I8K Inuuelnes, Inca I Ue May I I UU:Zo:Oo 4ud 1 rage 1 ID:gllBwLVNi6YkTT7fiBJ8fiFyw6EN-2lnXiQxCNfv9xvyVoEQy78PloTbCBtevZghAZOzHchg ' 1.9-0 5-7-7 9-1-15 11-4-8 13-7-151 9 1E11-15 1&1- 24-1-0 30.1-3 3E6.0 38-6-0 . 1-9-0 3-10.7 :3.6-9 2-2-9 2-3-7 9 2-11-1 1-1-1 6-0.4 5-11-15 6-4-13 2.0-0 Scale=1:67.4 °. 5x6 6 41 3x6 = ..- 4x12 - .. . 1.4:e . . . 0- 12 190 5-7-7 9-1-t5• 11-4-8 13-7-16 16-11-1618-1- 241-4 30.1-3 36-6-0 0. 12 0 9 3-10.7 3-6-9 2-2.9 2.3-7 3-0-0 1-1-1 6-0-4 5-11-15 6-0-13 1212 LOADING (pso SPACING- 2-0-0 CSI. -- DEFL. in (loc) :UdefI: Ud TCLL 20.0 Plate Grip-DOL 1.25 TC : 0.50 Vert(LL) 0.22 17-18 >999 240 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/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except* . TOP CHORD ' 4-5,5-6: 2x6 SP No.2 BOT CHORD. BOT CHORD 2x4 SP No.2 •Except• WEBS 1-19: 2x4 SP No.1, 23-24,25-26,5-19: 2x4 SP No.3 JOINTS WEBS 2x4 SP No.3 OTHERS 2x4 SP No:2 *Except* PLATES GRIP MT20 244/190 Weight: 253 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. 1 Row, at midpt . 6-15 1 Brace at Jt(s): 21 28-29: 2x4 SP No.3 WEDGE . -Left: 2x4 SP No.3 REACTIONS. All bearings 1:8-0 except Qt=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 at joint(s) except 1=1395(LC.1), 1=1395(11LC 1), 10=1795(LC 1), 22=310(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— 31.14/1436 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=-1041/270B 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) Unbalanced roof live loads have been considered for this design. 2) 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; MWFRS (directional).and C-C Exterior(K) 0-0-0 to 3-11-6, Interior(1) 3-11-6 to 7-5-2, Exterior(2R) 7-5-2 to 11-4-8, Exterior(2E) 11-4-8 to 13-6-3, Interior(1) 13-6-3 to 14-1-10,.Extedor(2R) 14-1-10 to 22-0-6, Int6dor(1) 22-0-6 to 34-8-1, Exterior(2E) 34-8-1 to 38-7-7, 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.. . 67 This truss has been designed :ford 10.0 psf bottom Chord live load nonconcurrent With any other live loads. 7) 'This truss has been designed fora live load of 20.0psfOn,the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,,1{II111fill Jf. %* OPQU I N N,3 ' •. ,��i No 68182 • ,r r �O :• S OF : 441 •,�S'S dit'rJONA1. Joaquin Velez PE No.68182 MiTek USA, Inc.. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 ;ontinued dn'Dade 2 . & 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 MITek3 connectors. This design Is based only upon parameters shown, and Is for an individual building component, not OF 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 withpossiblepersonal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and 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 "' ..T23917387 2756938-GHO-I8MW A17 Roof Special 1 1 Job Reference (optional . A WARNING - Verity design parameters, and READ NOTES ON THIS AND INCLUDED WEI< REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. : _ Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not 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 prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing -'y'�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, DSO-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 ' T239173BB 2756938-GHO-I8MW A18 Roof Special 1 1 Job Reference (optional) twimers mrsisource (ream tally, rL), rlani filly, rL- JJb6/, t).4Ju s Apr Zu Zue 1 Ivn r eK inausures, uro.: r ue rvray r r ua:zoa/ zVZ r raye , I D:g118wLV Ni 6YkTT7fiBJBhFyw6EN-_8vH66zSuG9tBD5uwfTQ CZU3QH G RfnUB07AGdvzHche ' 2-0-0 5-12.7 12-4-8 15,0-8 16-7-1$ 21-1-0 27-1-4 '33-1-3' 39-6-0 41-6.0 , 2-0-0 5-10-7 6-6-1 2-8-0 1-7-7 4-5-1 6.0-4 5.11-15 6-4-13 2-0-0 • Scale =1:75.1 7x8 = r? 0 8 3x4 4x6 = 3x6 3x6 = 6x8 = 3x4 11 = 4x12 = 3x4 = _ 12-1-15 27-1-4 33-1-3: B-0-4 5-11-15 r 3=mig�. d rr 9 to Plate Ofsets'(X;Y)-- [4:0-4-0,Edge],[5:0-4-0,0-1-8],.[19:072-12,Edge], [21:0-5612,Edge],, [23:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0-. PlateGrip:DOL 1_.25 TC, 0.62 Vert(LL) 0.30- 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 11.25 BC 0.85 Vert(CT) -0.55 7 >859 180 BCLL 0.0 ' Rep Stress Incr YES WB . 0.68 Horz(CT) 0.24 12 n/a n/a BCDL. 10.0 Code FBC2020[TP12014 Matrix -AS Weight: 276lb FT=20% LUMBER- BRACING - TOP CHORD :2x4 SP No.2 *Except* TOP CHORD. : Structural wood sheathing directly applied. 4.5,5-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt : 8-19, 8-17, 9-17 5-22,7-i8: 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) FORCES. (lb)'- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown: . . TOP CHORD 2-3=4850/1646, 3-5=-4043/1842, 5-6=-3744/1830, 6-7=-3635/1810, 778=-3715/1947, 8-9=-2399/1329, 9-11=-3140/1473, 11-12=-3842/1569 BOT CHORD:' 2-23=-1287/3663, 5-21=-237/8B2, 20-21=-1286/3763; 1.9-20=-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=•18B/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. 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 Extedor(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 8-279, Exterior(2R) 8-2-9 to 12-1-15, Exterior(2E) 12-1-15 to 15-0-8, Intedor(1).15-0-8 to 17-1-10, Exterior(2R) 17-1-10 to 25-0-6, Interior(t) 25-0-6 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; Lumbe''rDOL=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)'AI[ 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. 8p 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 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be:aoolied directly to the bottom chord. IN ,,��..PQU , I� Nd No 68182 .� rC .: ST OF :� QJ Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904,Parke East Blvd. Tampa FL 33610 Date: Mav 12,2021 .0 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/TPI1 Quality Criteria, DS51-89 and BCS1 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 Home's - Clementine -Classic T23917389 2756938-GHO-18MW A19 Roof Special 1 1 Job Reference (optional) tdunaers t-irsibource trtant ony; t-Lj, darn uty, I-L - JJbtlr, .. tl.4Ju a Apr eu euei Fill I eK mousines, Inc. i ue May i i ua:zo:Ja euz t rage i ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-wW 12Xo7jQuPbQW FG14VuH_aJH4xS7gmUTRfNinzH6hc 13•ae -2-a0 5-0-13 10-0-8 12-1-15 16.7-15 20.0-8 22-1.8. 24-11-15.. 32.3.12 39-6-0 41-60 2-Or0 - S-4-13 4.11.11 -7 -10- . 3.7.7 3.4.9 2-1-0 . 2-1 a7 7.3.12 7-2-4 2-0.0 Scale=1:73.8 5x6 fi .5x6 • 6 7 3x8.=' 7x8 = .. 4x6 = 6x8 = 3x6 = 13-ae ' i 5-0-13 1 a4-8 i 12-0.15 , 16.7-15 _ . F. 20-a8 122-1 ^8 24.11.15 32.3-12 39 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) : Vdefl. Ud PLATES GRIP TCLL 20.0 Plate Grip:DOL 1.25 TC 0.91 Vert(LL) : • 0.31 17-18 >999 240 MT20 2441190 TCDL 15:0 Lumber DOL 1.25 BC ; 0.94 ' : Vert(CT) -0.63' 13-14 >757 180: BCLL 0.0 ' Rep Stress Incr YES WB 0.96 Horz(CT) .. 0.26:: 11 n/a ' n/a . ; BCDL 16.0 Code FBC2020[TP12014 Matrix -AS Weight: 264 lb FT = 20% - LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD : Structural wood sheathing directly applied. BOT CHORD 2*4 SP No.2 *Except* BOT CHORD.' .:Rigid ceiling directly applied. 18-20; 2x4 SP No.3, 15-19:2x4 SP M.31 WEBS 1 Row at midpt 13=15, 5-16 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=-399(LC 8) Max Uplift 2==81.7(1_C 10), 11=-818(LC 10) Max Grav 2=2188(LC 15), 11=2183(LC 16) FORCES. (lb) = Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD; 2-3=-3911/1703, 3-4= 4138/1898; 4-5=-3786/1833, 5-6=-3004/1523, 6-7=-2653/1486, 7-8=-3491/1869, 8-10=-3467/1665, 10-T1==3812/1607 BOT CHORD 2-22=-1342/3710, 21-22=-304/903, 2041 ==287/838,18-20=-207/632, 18=19=-166214537, 17-18=-1740/4734,:16-17=-1743/4757, 15-16=-780/2669, 11-13=-1187/3303. WEBS 4-19=-640/1604, 6-16=-260/982, 10-15=414/218, 10-13=-359/2tb4, 8-15— 484/440, 7-16=-181/511, 7-15=-705/146895- 71 92/ 37, 5 i6 12252/10511293, 13-15=-1191/3299, . I N 1 V�/,I,, NOTES- ,�� , .• Ci E N�j' 1) Unbalanced roof live loads have been considered for this design.. .' �. F•:•, i 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 Extedor(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 6-5-2, Extedor(2R) 6-5-2 to 10-4-8, Exterior(2E) 10-4-8 to 13-0-8, Interior(1) 13-0-8 to 16-1-2; Extedor(2R) 16-1-2 to 26-0-14, Interior(1).26-0-14 to *:: •: 37-8-1, Exterior(2E) 37-B-i'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 'O �3) Building: Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific S O F <C/ o to the use of this truss component. Q •, (U 4) Provide adequate drainage to prevent water ponding. �� T •.'� Q` _ �� 5) All plates are 2x4 MT20 unless otherwise indicated: �i, R • �?\ �% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. �ij 's>' • • • • • • • �� %%� 7) * This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide � N A` �� will fit between.the.bottom chord and any other members, with BCD L = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate:capable of withstanding 817 lb uplift at joint 2 and 818 lb uplift at Joaquin Velez PE No.68182. joint 11. MiTek USA, Inc., R.Gert 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.Parka East Blvd. Tampa FL 33610 sheetrock be applied directly_to the bottom chord. I)ate: May 12,2021 WARNING - Verify design parameters and READ NOTES ON THIS ANDINCLUDEDMITEK 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 }or stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusse§ and truss systems, see .. ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East•Blvd. Sa/etylnlormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 3661'0 Job Truss Truss Type Qty Ply GHO Homes - Clementine -Classic T23917390 2756938-GHO-I8MW A20 Roof Special 1 1 . Job Reference (optional) t3unaers t-IrstSource (mant city; t-L),: riarn l;ity, FL. - 33b67, _ U.43u s Apr 2u xuzi Mt I eK Inoustnes, Inc. 11.19 May 11 UB21:1:42 GUZI rage 1 I D:g118wLVNi6YkTT7fiWBhFyw6EN-K5iAAp1 bjonAH_nC2bvdCrhlxDK2FxAPi116zHchZ 2.0-0 , 5-2-11 8-4-8. , 11-0-8 iQ•1-1 16-7-15 18-0• 24-1-8 31 -12 39-6-0 41 2-0-0 5-2-11 3-1-13 2.8-0 1- 4-6-0 1-49 6-1-0 7-8 4 7-8-4 2-0-0 Scale=1:73.8 5x6 8x10 II 6 .7 0 4x6 _ 3x6 = 7x8 = 3x4 11 - " 7x8 = 8.48 11-0 8 12-1-15 1� 6 r.n _�_ e_a_n 31-9-12 39-&0 1,'Io d ' ' rl�l0 1J11JGW t/�,IJ-- tY.U-V-V,V-G-OJ,rV.VV-V,V-G-/J,l'/•V-L-O,V-V-VJ,tI/.V-Y-O,V-Y-VJ�t10.V-G-V,V-V-OJ, t1�.V-V-V,V-Y-OJ '- ' LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) : Udefl:. Ud PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC. - '0.84 Vert(LL) 0.37 17-18 >999 240 : MT20 244/190 TCDL . 15.0 Lumber DOL.. '1.25 BC:. 1 i00 Vert(CT). -0.68 17-18 >700 180 BCLL 0.0 ' Rep Stress Incr ; YES WB . 0:85 Horz(CT) : . 0.26:'- 10 n/a n/a _: _ BCDL10.0 Code FBC2020/rP12014 Matrix -AS Weight: 248 lb FT = 20% LUMBER- :. BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 5-6: 2x4 SP No.i BOT CHORD . Rigid ceiling directly applied. . BOTCHORD " 2x4 SONo.2_*Except' WEBS 1 Row at.midpt. 5-17,,9-14 18-20: 2x4 SF No.3, 17-19: 2x6 SP No.2 WEBS 2x4 SP No.3 •Except' 4-19,.19-22.2x4 SP No.2 OTHERS 2x4 SP No.3 j. REACTIONS. (size) 2=0-870, 10=0-8=0 Max Horz 2=-359(LC 8) Max Uplift 2=-809(1_C 10). 10=-811(LC 10) Max Grav 2=1942(LC 1), 10=1938(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces250 (lb) or less ezcept.when shown. TOP CHORD 2-3=-3447/1819, 3=4=-3169/1718, 4=5=-4918/2643, 5-6= 3241/1786; 6=7=-2801/1715, 7-9=-2590/1488, 9710=-3382/1689 . BOT CHORD 2-22=-1436/3121, 18-19= 2141/4770, 17-18=-2293/4950, 12-14=-1257/2938, " 10-12--1257/2938 WEBS 4-22=-1068/509, 4-19=-1657/3173, 5-19=-892/608, 5-17=-2351/1273, 6-17=-352/928; . I.. �I1i111/1/j� 7-17=-382/999, 9-14=-944/461, 9-12=0/319, 3-22— 362/262, 19-22= 1188/2944, 14 17=-860/2220 N IN Q �.tl ....... Er' s S'4:' NOTES- �� :.'�\ .0 1) Unbalanced roof live loads have been considered for this design. NO 68182 _ �) 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 4-572, Exterior(2R) :• 4-52 to 8-4-8, Extedor(2E) 8-4-8 to 11-0-8, Interior(1) 11=0-8 to 14-1-2, Extedor(2R) 14-1-2 to 28-0-14, Intedor(1)-28-0-14 to37-8-1, 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" 5) Building Designer /Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific S O F 0 Q • 4/ -Z •'.'� to the use of this truss component. _ �� T P 4) Provide adequate drainage to prevent water ponding. •R •••`G\ `�� 5) All. plates are 2x4 MT20 unless otherwise indicated.. N AI''`� 6) The Fabrication Tolerance at joint 7 = 12% 7) This truss:has been designed for a 10:0.psf bottom chord live load.nonccncurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Joaquin Velez PE No.68182 will fit between the bottom. chord and any other members.. MiTek.USA, Inc.. FL Cert 6634 9f :Provide mechanical connectiongby others) of truss to Bearing plate capable of withstanding 809 lb uplift at joint 2 and 81 I lb uplift at 6904 Parke East Blvd. Tampa FL 33610 joint 10. Date: -10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum May 12,2021 sheetrock he'annlied directivto the bottom chord. ' ..'A WARNING - Verify designparameters 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 ANSI/rpll Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 . Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T23917391 275693B-GHO-I8MW A21 Roof Special 1 1 . Job Reference (optional). putiaers rlrst jource trtani clry, t-L), riam Gtry, rL -;=bf, t1.4UV s npr zu zuz i Iva I ex Inuusines, Inc. I ue May I I ua:zo:4o zuz I rdye _ I • I D:g118wLVNi6YkTT7fiBJBhFyw6EN-IgOJor3TOjA18RjQOLcIXFpOrV1 kXNQNsN6hvRzHchW -2-0-0 6.4-8 9-0.8 , 12-1-15 , 16-0-8 16r7-,15 19-8-5 21-4-12 26-1-8 33-1-4 39-6-0 41-6-0 , 2-0-0 6-4-8 2-8-0 3-1-7 3-10-9. 0-7- 3-0.6 1-8-6 48-12 ' 6-11-12 6-4-12 2-0-0 Scale =1:73.8 5x6 = 5x6 = 6 7 37 .. 8 3x6 =. 5x12 = 3x4 11 ' 46 =' 3x6 = 7x8 = 3x6 — 39-6-0 6-4-12 rldie V115erS tA,T)" IJ:U-J-U,V-L'uJ, (O:U-3-U,U'L-U1, l8:U-J-o,U-LW), ILU:U-C-IL,U-J-BJ, tLL:U-L-D�U-I-IL) LOADING (psf) :SPACING- 2-0-0 CSI. ' DEFL. in (loc) :. Udefl: Ud PLATES • GRIP TCLL 20.0 Plate Grip:DOL 1.25 TC. : 0.72 . Vert(LL) ' _ 0.42 19-20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL.: 1.25 BC:. 0i76 Vert(CT):. -0.75' 19-20 >633 180 BCLL 0.0 ' Rep Stress Incr.; YES WB :. 0:95 Horz(CT) ... 0.26:. 11 n/a n/a..: BCDL 10.0 Code FBC20201TP12014 Matrix -AS Weight: 257 lb Fr 20% LUMBER- BRACING- .... TOP CHORD 2x4 SP No.2 TOP CHORD .' .Structural wood sheathing directly applied. BOT CHORD 2z4 SP N0.2 *Except* " BOT CHORD- . Rigid ceiling directly applied. . 5-21,17719:.2x4 SP No.3, 18-20: 2x6 SP No.2 .. WEBS -- 1 Row at midpt. " 6-20.1 " WEBS 2x4 SP No.3 'Except* 20-22: 2x4 SF No.i -' OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-B-0 Max Horz 2=318(LC 9) Max Uplift 2=-817(CC 10), 11= 817(LC" 10), MaxGrav 2=1926 CC 1 , 11=1926 LC1 " FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except -when shown. TOP CHORD 2-3=-3365/1794, 3-4=73058/1753; 4-5=-4946/2695„5-6=-5030/2868, 6-7=-3259/1924,:..: :.. 7-8=-3259/1.928, 8-10=-2763/1582, 10-11=-3419/1745 BOT CHORD 2-22=-1387/2975, 5-20=-361/325, 19-20==1341/3111, 18-19=-1293/3019; 13-14=-1326/2986; 11-13=-1326/2986 WEBS 3-22=-499/1121, 4-22=-2668/.1403; 20-22=-2219/4545, 10-14=-788/384, 10-13=0/256, - 7-16=-389/299, 14-18=-827/2190, 8-18=-510/1209, 6-18=-62/428, 6-20=-1234/2232 NOTES- 1) Unbalanced roof live loads have been considered for this design. `♦`%�OP�(;UIN ♦ J '.•'' :G E !V S+ •• �� 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: ♦� �•" �� F•'•, 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 2-5-2, Exterior(2R) No 68182 •: 2-5-2 to 6-4-8, Exterior(2E) 6-4-8 to 9-0-8, Interior(1) 9-0-8 to 11-11-7, Exterior(2R) 11-11-7 to 19-8-5, Interior(1) 19-8-5 to 22-2-2, 22-2-2 * :• Exterior(2R) to30-0-14, Interior(1) 30-0-14 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 = 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific -O : Ir to the use -of this truss component. -�% •, S OF ((/ 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. Q •, !(/ ;.' 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 fora jive load of 20.Opsf.on the bottom chord in all areas where a rectangle 3-6-0 tall by.2-0-0 wide ��♦♦♦ . .Q �i� 0 R �♦ �Ij 115� . "" • •�� 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 joint 11: Joaquin Velez PE No.68182 9) This truss design requiresthat a minimum of 7/16" structuralwood sheathing be applied directly to the top chord and 1/2". gypsum MiTek.USA, Inc. FL Cert 6634 sheetrock be applied directly the bottom chord. 6904 Parke East Blvd, Tampa FL 33616 Date: May-12,2021 • .:A. WARNING -Verify design parametersand 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 beaad only upon parameters shown, and is for an individual building component; not,, �• 'a truss system. Before use, the.bullding 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 iTek' is always, required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. ANS11TP11 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 T23917392 2756938-GHO-I8MW A22 ROOF SPECIAL 1 2 Job Reference (optional) t3uimers rirstSouree (Plant city, rL). Plant etty, rL - 33567, -2-0-0 , 4.4-8 , 7-0.8 ", - 11�-9-2 , 14-0-8 _, 16-7-15 , f 2-0.0 4-4-e 2-8.0 48-10 2-3-6 2-7-7 6.00. 12 3 0 1,�e 5 6x8 = 5�._ 36 3 8.430 s Apr 20 2021 MI I ek Inclustnes, Inc. I ue May 11 09:28:47 2021 Page 1 ID:gllSwLVNi6YkTT7fiBJ8hFyw6EN-h3W 3DX5kYLQSNIspVmemcgvrGJhf3GCgJhbo_KzHchU -15 28.1-8 33-8-e 39-8-0 41-6-0 -0 5-8-9 - 5-7-0 5.9.8 2-0-0 6x8 = 4x8' = 6x8 = .. 6 7 37 8 38 1 39 9 40 3x4 �0 Scale = 1:73.8 41 0 11: N 12=W0 4x6 — 4x4:= 4x8 = ,3x4 ll 4x8 — 4x8 = 4x6 = :..: x = :... .. 14-0.e .... . - 4-4-8 7-0-8 11-9-2 12115 16-7-15 22-4-t5 2&1-6 33-8-8 - M±:o . 4-4.8 2-8-q 48-10 4 2-7 5-7-0 . '. .' .." 5 -99 - :." . ...' .. 1109 . ... .. .. Plate Offsets (X,Y)-- [3:0-4-0,0-1-151; [4:0-5-4,0-2-121, [6:0-5-4,0-2-121, [9:0-4-0,0-1-151, [18:0-2-12,0-2=121, [20:0-2-12,0-4-41, [23:0-3=8;0-2-01 LOADING (pso .SPACING- 2-0-0 CSI. DEFL. in (loc) . I/defl: Ud - PLATES:. GRIP TCLL ..20.0 Plate60p.DOL .: 1.96 TC ': 0.27 Vert(LL) : 0.28 : 21 >999 240: .' MT20 .244/190 TCDL 15.0 Lumber DOL , 1:.25 BC: 0A6 Vert(CT)..-0.50': 21 >939 .18a m BCLL 0.0 ' Re Stress Incr : YES p W B :. 0:99 Horz(CT) :.. 0.2 111 n/a n/a BCDL 10.0 Code FBC2020/TPI2014: Matrix -AS Weight:601 lb FT=20% LUMBER- .. :BRACING- TOP CHORD 2x6 SP No.2 *Except* TOP CHORD .' .Structural wood sheathing directly applied. 1-3,9-12: 2x4 SP No.2 BOT CHORD : Rigid ceiling directly applied. Except: BOT CHORD 2ic6 SP No.2 "Except* 10-0-0 oc bracing: 20-22 5-22,7-17: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS .2x4 SP No:3 ' REACTIONS: (size) 2=0-8-0, 11=0-8-0 Max Hors 2=-276(LC 8) Max Uplift 2=:813(LC 10), 11= 815(LC,10) Max Grav 2=1934(LC 1), 11=1929(LC'1) - FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except When shown. TOP CHORD . 2-3=73585/1809, 3-4=-3258/1717, 4-5=-7792/3863, 5-6=-7623/3909, 6-7=-5186/2723, 7-8=-5182/2723, 8-9— 2580/1555, 9-10— 2944/1624, 10-11=-3512/1749 BOT CHORD 2-24=-1423/3185, 23-24=-2273/4768, 22-23=-124/269, 19-20= 2158/5633,. 18-19=-2165/5053,-14-16=-1325/3114, 13-14=-1339/3082, 11-13=-1339/3082 WEBS 3-24=-645/1409, 4-24=-1959/1045" 4-23=-2412/1222; 20-23=-2492/5207, 4-20=-783/1985;' 6-20=-1535/3019, 6-19=-169/454, 6-18— 111/385, 16-18=71373/3221, 8-18=-1053/2390, 111111111/�� 8-16=-1146/.603, 8-14=-861/368; 9-14=-363/929,.10-14=-671/316 QU I N• NOTES- O • • ii S.F••• �� 1) 2-ply truss to be connected together.with.10d (0.131"x3") nails as follows: �� •'��i� Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. No 681.82 •; - Bottom chords connected as follows: 2x6.- 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc: * :• . * �_ 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to = ply connections have been,provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. �, SWCF 441 4) Wind: ASCE 7-16; Vult=160mph gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=7911; L=40ft; • !(y (3-second eave=5ft; Cat: 0 Q II; Exp C;.Encl., GCpi=0.18; MWFRS,(directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Exterior(2R) 1-9-15 to 4-4-8, Exterior(2E) �� T•'.'C� Q Q;.' �_`�� is�iS� 4-478 to 7-0-8, Interior(1) 7-0-8 to 10-1-2, Exterior(2R) 10-1-2 to 17-11-14, Intedor(1) 17-11-14.to 24-2-2, Extedor(2R) 2472-2,to '•. 0 R �? �I� 32-0-14, Interior(1) 32-0-14 to'37-8-1, Exterior(2E) 37=8-1 to:41-7-7 zone; cantilever left and right exposed ;C-C for members and lS� . �� % �I��N A` Tortes & MWFRS for reactions shown; Lumber DOL=1.60•plate grip DOL=1.60 110o 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. Joaquin Velez PE No.68182 6) Provide adequate drainage to prevent waierponding. MiTek USA,.Inc. FL Cert 6634 7)•AII plates are 2x4 MT20 unless otherwise indicated. 6904-Parke East Blvd. Tampa FL 33610 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Date: . 9) • This truss has been"designed fora live load of 20.0psf on -the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide M3V 12.2021 ftd)Bfyftw ttte bottom chord and anv other members. ® 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, MiTek• is always:re_quired 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-89andBCSIBuilding 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 0 Qty Ply GHO Homes - Clementine - Classic T23917392 2756938-GHO-I8MW A22 ROOF SPECIAL 1 2 Job Reference (optional). 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 preyenf buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing,y'�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. ANSYTFI1 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 T23917393 2756938-GHO-18MW A23 Roof Special Girder 1 1 Job Reference (optional) Limners rlrsibource trlant uny, t-L), riam Gtiy, IL - JJ00f, - t5.4JU s Apr zU zue I ivu I eK Inuustrles, Inc. I ue may I I Vv;eo;-+V 4U4 1 raye I ID:gll8wLVNi6YkTT7fiBJBhFyw6EN-dRdgeD6_3ygAd3OBdAgEh5_4N6SQTGOyn?4v2CzHchS • , -2-0.0 2-6.8 5-2-8 8.8-8 12-2.1 17-4-8: 22-6-8 ,' 27-8.8 2a-10-p 34-5-10_ 39-6.0 41-6-0 2.0-0 2.6.8 2-8-0 3-6-0 35-2-0 - 0 Scale=1:75.1 3x6 5x6 = 5x6 G 4x8 = 3x6 = 5x8 r` 7 4-T d 46 = 22 20 3x6 = 3x6 = 4x4 = 4x8 = 3x4 = 4x8 = 4x8 = .. , 2.6.8 , 6.2-8 — ,,_8.8.8 _ ' MUM U115U15 VMTl'- 10;U-0-U.U-4-01, I I U;U-,J-V,r_UgU], fl l;U-J-IL,U-I-IGJ LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) .Udefl Ud PLATES GRIP TCLL 20.0 .. Plate Grip DOL 1.25 TC. . 0.75 Vert(LL) 0.05 15-16 >999 240 _ _ MT20 •244/190 TCDL 1&0 Lumber DOL. 1.25 BIC "OA5 " Vert(CT)-6.12-16-18 >999 .180 BCLL 0.0: • Rep Stress Incr.: :NO WB_..0.63 Horz(CT) 0.02 13 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-MSH Weight: 239 lb FT = 20% , .. ' LUMBER- BRACING- TOP CHORD. -2x4 SP No.2 *Except* TOP CHORD . Structural wood sheathing directly applied or 4-7-13 oc pudins. 4-5: 2x4 SP No.1 " BOT CHORD . Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD- -2x4 SP No.2'Except` " 6-0-0 oc bracing: 19-21,18-19. 2-20: 2x6 SP No.2 WEBS 1 Row at midpt 4-21 WEBS 2x4 SP No.3 OTHERS 2x4 SP No:2'Except' 26-27,29-30: 2x4 SP No.3: REACTIONS. All bearings:5-6-0 except (jt=length) 2=0-8-0, 13=0-8-0, 22=0-3-8. (lb) - Max Horz 2==262(LC 6) Max Uplift All uplift 100 lb or less at joint(s).except 2— 353(LC 8), 21= 557(LC 8), 19=-547(LC 32); 13=-516(LC 32) Max Grav All reaction's250 Ib or less at joint(s) except 2=554(1_0 36), 21=997(LC .' . . 36), 19=1343(LC 21), 19=1307(LC 1), 13=1044(LC 14); 22=463(LC 3) .... . FORCES. (lb) -Max. Comp./Max..Ten. -All forces 250 (lb) or less except when shown:: TOP CHORD 2-3=-585/196, 3-4=-255/149, 4-5=-335/1093, 5-6=-213/911, 6-8=-544/417; 8-9=544/417, 9-1 1=-609/485,11-12— 1047/503, 12=13=-1497/566 BOT CHORD 2-24=-296/645, 23-24=-308/676, 22-23=-238/393, 21-22=-238/393, 19-21= 767/451, 18-19=-767/450, 16-18=-160/644, 15-16=-331/1256, 13-15= 331/1256 . . "'QV WEBS 3-24_ 128/274, 3-23=-375/110, 4-23=-8/277, 4-21=-1143/540, IN P` �� 5-21=-863/4.00, - . 6-18=-527/1479, 8-18=-477/292, 11-18=-517/163,�11-16=-44/394, ,t • ; .. • • • . ,.� J E N F1' '�♦♦ 6-19=-l/192022 �� :v�:G g� NOTES- • No 68182 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' Opsf; h=15ft; B=79ft; L=40ft, eave=5ft; Cat. II; Exp C; Encl., GCpi=0,18; MWFRS (directional); cantilever Left and right exposed; L'umber'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 this truss �, S T :OF use of component. 4) Provide adequate drainage to prevent water ponding. i,�� ••. AS Q;.• _��, •('1 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� R (?N �% : �I sl) • • • • • �� 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. 'uplift tilt' 8) Provide mechanical connection (by others) of truss to bearing plate capable of -withstanding 353 lbat joint 2, 557 lb uplift at Joaquin Velez PE No.68182 joint 21', 547 lb uplift at joint 19.and 516 lb uplift at joint 13. " MiTek.USA, Inc. FL Cert 6634 9) Graphical purlin representation does not depict the size or the orientation of the ptidin along the top and/or bottom chord. 6904 Parke East Blvd. Tampa FL 33610 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 155 lb down and 62 lb up at Date- 2-6-8 on top chord, and 116 lb down and'69 lb up at 2-6-8, and 178 lb down and 125 lb up at 3-4-12 on bottom chord. The May 12,2021 ;ontftWclrda4bWiloa of such connection devices is the responsibilily of others. A WARNING- Verity design parameters'and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAPE 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.:propedy Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing p��! Bkp Is always required for stability and to prevent collapse with possible personal injury and. property damage. For general guidance regarding the I IVIT fabrication," storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPIr 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 T23917393 2756938-GHO-I8MW A23 Roof Special Girder 1 1 Job Reference o tional BUIMI'S FIr5t50UrCe (Plant.Olty,, rl-), Plant City, rL - 335157, 6.43U a Apr 2,U 2U21 MI I eK mdustnes,.Inc. I ue May 11 U9:26:49 2U21 Page 2 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-dRdgeD6_3ygAd3OBdAgEh5_4N6SQTGOyn74v2CzHchS "NOTES- 11) Indhe 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, 4-5=-70, 5-9=-70, 9-10=-70, 10-11=-70, 11-14=-70, 2-33=-20 Concentrated Loads.(Ib) Vert: 24=35(B) 38=-178(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 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 withpossiblepersonal Injury and -property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 'ANS11TPll Quality Criteria, DSB-89end BCSI Building Component Safety /nforraatioh available from Truss Plate Institute,'2670 Crain Highway, Suite 203 Waldorf, MD 20601 - 6904 Parke e East :Blvd. East Tampa, Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T23917394 2756938-GHO-I8MW A24 .. Roof Special 1 1 Job Reference (optional) Builders Firstsource (Plant tatty, FL), : Flant laty, FL - S:ibbf, ts.4pu s Apr zu zuzi Mt I eK inausines, inc. i ue may it umzo:o i zuz i rage i ID:gll8wLV Ni6YkTT7fiBJ8hFyw6EN-agla2u6EbZwusMAakbjinW 3Ukw67xCVFEJZ075zHchQ o. '8 7-2-8 8.6-8 13-4-8 1B-0-B 22-8-8 25-4-8 31-3-0 36-0.8 38-0 8 0 .8. 7-0-0 1.4t0 4-10-0 48-0 4 8-0' 2.8-0 5-10-8 4-9-8 2-0-0 Scale=1:68.6 5x6 = 5x6 = 3x4 = 2x4 II 5x6 = 7 6.00 12 3 4 3x4 . 2 . . 30. .$x4 2N28 29 26 8 cc m 5x6 i 31 2x4 11 1. 2x4 11 9. 2x4 11 m 0 10 19 18 17 1Q 15 14 13 .12 11 3x8 4x4 = 3x6 = 6x8 = 3x6 = 3x4 = 3x8: =. 2x4 11 3x6 .3x4 = 7-2-8 B-6-B 13-4-8 22-8-8 25=48 31-3-0 ; 36-0.8 7-2-8 1-4-0 4.10-0 9-40 2-8-0 5-10 8 4 9� Plate Offsets (X,Y)-- [1:0-1-8,0-2-121, [2:0-3-8,0-2-4) - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl: Ud PLATES: GRIP TCLL 20.0 Plate Grip.DOL 1.25 TIC . : 0.50 Vert(LL) -0.15 13-15 >999 240 : MT20 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 Incr : YES WB -_ 0.50 HOrz(CT) 0.02 . 9 n/a n/a . BCDL 10.0 Code FBC2020/fP12014 ..: Matrix -AS Weight: 210 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. 1-19: 2x6 SP No.2 WEBS 1 Row at midpt 5-15 .. WEBS. 2x4 SP No.3 OTHERS 2x4 SP N0 2 *Except* 21-22: 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Qt=length) 1=Mechanical. (lb) 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 atjoint(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 (Ib) or less except when shown. TOP CHORD 2-3=0/271, 3=4=-179/762, 4-5=-179/762; 5-6=-894/592, 6-7=-909/632, 7-8=-977/595, 8-9=-1531/723 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 5-15=01372/68475-637/323, 342/834?6-135-486/31256-620/394, 298/ 3957--1120/221/465, �PQvIN 8-12=-656/302, 1-18=-492/468 `�,�� , •,�� G E N NOTES - No 68182 1) Unbalanced roof live loads have been considered for this design. = * :• •: 2) .Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; 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) 0-2-12 to 4-2-2, Exterior(2R) 4-2-2 to 11-1-14; Inted6r(1) 11-1-14 to 22-8-8, ExteriorRR) 22-8-8 to 29-3-14, Interior(l) :29-3-14 to 34-2-9, Exterior(2E) 34-2-9 to 38-1-15 zone; cantilever left 'fl and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 S T OF �3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Q to the use of this truss component. i��T ••.Al Q;. 4) Provide adequate drainage to prevent water ponding. i�C�s(1 R t 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. I� l) • • • �� 6) • This truss has been designed fora live. load of 20.Opsf on:the bottom_chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide, ,I,, -ON will fit between'the:bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 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).17 except (jt=lb) MITek USA, Inc. FL Cert 6634 1=123, 15=685, 9=499. 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 - 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 isfor an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing.. MITek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ' : fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ' ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203-. Waldorf, MD 20601 Tampa, FL 36610 .. Job Truss Truss Type City Ply GHO Homes - Clementine - Classic T23917395 2756938-GHO-I8MW A25 .. Roof Special Girder 1 1 Job Reference (optional)- t7unaers t-IrstSource Imam Gny, rL], Plant Ury, M - 4:105/, t1.4C7U s Apr zu zuz I Ivu I eK Inausines, Inca I ue may I I ua;emoo zuc I raye r ID:gIIBwLVNi6YkTT7fiBJ8hFyw6EN-W DtKTa9V7BAc6gKys01Asx9omjlAPOyYid27BzzHchO 10-11-0 15-10-0 21-6-0 26-2-0 , 32-1-7 36-1%1 38-10-0, 6-0-04-11-0 5.8-0 4.8-0 5-11-7 48-9 2-0-0 Scale=1.68.4 5xB • 6:00 12 2x4 11 bx8 2 3 4 25 27 28 2 co 30 1. aI 0LIJ 33. 34 17 35 36 16 37 '38 1539 14 46 2x4' 11 5xB = 4x8 = 3x10 11 5x6 = 13 12 4x4 = 4x8 6-0-0 10=11-0' 15-10.0 21-6-0 6-0-0 4-11-0 4-11-0 5 8-0 5x6 = 6 3x4 7 m v 2x4 II cb 8 2x4 II 9 m jo 11 10 4x8.=: 2x4 11 4x6 32-1-7 36-10-0 date Unseis IA,T I-- jz:0-6-0,0-2-8I ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 'I/dell: Ud PLATES' GRIP TCLL 20:0 Plate Grip DOL 1.25 TC - 0.59 Vert LL ( ) ' 0.10 17-22 >999 240 MT20 '244/190 TCDL 15A Lumber DOL 1.25 BC: 0.78 Vert(CT) . -0.15 17-22 >999 .180 BCLL 0.0 ' Rep Stress Incr : NO WB :. 0.85 Horz(CT) ... 0.02 : 8 n/a n/a . B.CDL 10.0 Code FBC2020/TP12014 . . Matrix-MSH Weight: 219 lb FT = 20% LUMBER- Bk)kCING- TOP CHORD 2x4 SP No.2 TOP CHORD ' Structural wood sheathing directly applied or 3-10=3 op puriins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.: WEBS 2x4SPNo.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 28) Max Uplift 1=-607(LC 8), 14=-1428(LC 8), 8=-520(LC 25) Max Grav 1=1022(LC 29), 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=-1592/1076, 2-3=-730/818, 3-4=-730/818, 4-5=-779/571,.5-6=-904/492, 6-7=-890/482, 7-8— 1485/599 BOT CHORD 1-17=-904/1402, 16-17=-914/1432, 14=16=-1184/737, 13-14=-1184/737, 11-13=-337/819, . 10-11=-379/1281, 8-10=-379/1281 WEBS" 2-17= 311/636, 2-16=-938/351, 3-16=-624/498, 4-16=-1437/2133, 4-14=-2421/1387, 4-13— 610/1655, 5-13=-769/384, 5711=-206/387, 6-11=-199/412, 7-11=-684/276 NOTES- for design. ,,� U IN 1) Unbalanced roof live loads have been considered this 6N 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124nIph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. ,�� ,� , ,�'� CE NS '•. 1 �� F ••, ll; 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 No 68182 •: to the use of this truss component. 4) .. *.:• k 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -a will fit between the bottom chord and any other members. i S F 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=1b) Q �• <(/ 1=607, 14=1428, 8=520. 'up Al �� T •• � O .Q' R N �i� C� •�1 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 61 lbat 4-6-7, 171 lb down and 173 lb. up at 6-6-7, 171 lb down and 168 lb up at 8-6-7, 171 lb down and 168 lb up at 10-6-7, and 171 lb • �I Sl) • • • • •�` %% down and 168 lb up at 12-6-7, and 200 Ib,down and 172 lb up at 14-6 7. top chord, and 336 lb down and 138 lb up at 3-0-12, 0 N AX- on 169 lbdown and 77 lb up at 4-6-7, 69'lb down and 106 lb up at 6-6-7; 69 lb down and 106 lb up at 8-6-7, 69 lb down and 106 lb up at 10-6-7, and 69 lb down and 106 lb' up at 12-6-7, and 72 lb down and 21 lb up at 14-6-7 on bottom chord. The design/selection Joaquin Velez PE No.68182 of such -connection device(s) is the responsibility of others.. MiTek USA, Inc. FL Cert 6634 9; In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904 Parke East Blvd. Tampa FL 33610 . .. . .. Date: LOAD CASE(S) Standard May 12,2021 ued o Q- WARNING- Verify design parametersand READ NOTES ON THIS ANDINCLUDEDMITEK 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 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 ' '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 Qty Ply GHO Homes - Clementine - Classic T23917395 2756938-GHO-I8MW . A25 Roof Special Girder 1 1 Job Reference (optional) 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 ouilding design. _ Bracing indicated is to prevent buckling of Individual truss web_ and/or chord members only., Additional temporary and permanent bracing. .. MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the .. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , : , ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610. - Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T23917396 2756938-GHO-I8MW AGR Jack -Open Girder 1 1, Job Reference (optional) rsuncers mrsmource trtant uny, rL/, rtant tray, rL - 0a001, or+ou . r.N' .. <t,. , ,. , , on ,ay , U. , ID:gII8wLVNI6YkTT76BJ8hFyw6EN-dj9FC1 Je3Apm9gpS6FUDthB8VzLry5OTh8hJ9jzHchB 2-6-8 2-6-6 3 3x4. = 2x4 H . 2-6-8 - 2-6-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl : Ud " PLATES: GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 5 . >999 : 240 MT20 244/190 TCDL 15.0 Lumber DOL . . . 1.26 BC.. 0.17. Vert(CT) .. -0.00 5 '099 .180. BCLL 0.0 ' Rep Stress lnor : NO WB : 0.00 Horc(CT) ; 0.60 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP : , ' : Weight: 12 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP Nm2 TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins, BOT CHORD. 2x6 SP No.2 w. except end verticals. WEBS 2x4 SP No.3 BOT CHORD . Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 3=Mechanical Max Horz 1=64(LC 8) Max Uplift 1— 109(LC 8), 3=-105(LC 8) Max Grav 1=265(LC 1), 3=200(LC 26) 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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 "see 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), Standard Industry . Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 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. his th any other ive loads. Truss has been designed for rli l ve load nonconcurrent ll of load of 20.Opsf onthe bottom chord. all areas where a Thisrectangle 3-6-0 tall by 2-0-0 wide truss has been designed for 6) ,.IQv �� will fit between the bottom chord and any other members. 7) Refer to for truss to truss connections. ��" o� ;,.. • •.. �� 'S G E N S �� girder(s) ,�� ••'� F •••, 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) •• 1=109, 3=105. NO 681$2 •� 9) 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/seldetion 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). _ -10 LOAD CASE(S)' Standard13 '1) + Roof ST OF :� W Dead Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads.(plf) 0-0 �i',\•'•;� Vert: 1 2= 70, 1 3= 20 i�, �S . 0 R •' •`�\?% ,��IjS�O - Concentrated Loads (lb) Vert:5=-247(B) '. N A\- �\ ��/�1 11110 fl.11l. Joaquin Velez PE No:68189 MITek USA,:Inc.,FL Cert6634 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. 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 properly Incorporate this design into the overall building design. Bracing indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing �AA T W is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the IVI� 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 Qty - Ply GHO Homes - Clementine - Classic _ T23917397 275693B-GHO-I8MW B1 Common 9 1. Job Reference (optional) tsuuaers mrsmource Irlarlt Lorry, t-u), . rlarn ury, ru - ssotlf, n.4ou s /Apr eu euzl rvn I eK mausmes, inc. i ue may r i ua:za:ur eue r rage r I D:ql lBwLVNi6YkTT7fi BJ8hFyw6EN-6vj d PMKHgUxdngOfgy7TQukDXNXuhS FcwoRsh9zHchA • 2-0-0 5-1-4 10-8-0 , 16-2-12 _ 21-4-0 23-4-0 2-0-0 5-1-4 5-6-12 5-6-12 5-1-4 2-0-0 Scale=1:41.2. • 46 = 4 m d .m . :r 0 axo v 1 G-8-0 — 21-4.0. 10-8-0 10-8-0 Plate Offsets (X,Y)--[2:0-2-10,0-1-8],[6:0-2-10,0-1-8],[8:0-4-0,0-3-4] LOADING (psf) SPACING- 2-0-0 . :. CSI. DEFL. in (loc) Udefl: Lid PLATES GRIP TCLL 20.0 Plate Grip:DOL 1.25 TC . 0.48. • Veft(LL)' .. -0.18, 8-20 >999 240 MT96 244/190' TCDL 15;0 Lumber DOL . 1.25 BC 0:76 Vert(CT) : -6.38 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/TPI2014 . , Matrix -AS Weight: 108 lb 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... WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3. REACTIONS. (size) 2=0-8-0, 6=078-0 Max Horz 2=262(LC 9)' Max Uplift 2=-511(LC 10), 6=-511(LC 10) MaxGrav 2=1109(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=-1.195/689, 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 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7r1,6; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft: L=40ft; eave=5ft; Cat. ( ( Interior(1) %UIN 6-8-10 toE4-7-6,, 4-7 6 to 19' 6-1, Exterior(2E) 19 6 1 to23 5-7 zone; cant Ieverjeft and right exposed ;C-C�or members 4,1" �.. and forces & MW FRS for reactions shown; Lumber DOL=1:60.plate grip DOL=1.60 �� OPQ . • • • , ENS '•, �i� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements.s_ pecific ,�� ,•Ci F •• �� to the use of this truss component. •' 4) All plates are 2x4 MT20 unless otherwise indicated. • No 68182 5) This truss has been designed for a 10:0.psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �• * : •: will fit between the bottom chord and any other members. 7) 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=51 T. i '. S F 1C/ 18) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top.chord and 1/2" gypsum 0 Q• • �(/ sheetrock be applied directly to the bottom chord. i�sT 'c� Q Q ;: N�,�� 0R1• ieFsi Joaquin Velez PE NoX8182 MiTek USA, Inc. FL Cert 6634 ' 6904 Parke EaO.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 propedpincorporate 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, OSB-89 and SCSI Building Component 6904 Parke East BI4d. 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 T23917398 2756938-GHO-IBMW 82 Common 3 1 Job Reference (optional) euuaers mrstbource triarn Ury, rLl, riam Ury, rL - dJ=/, t1.4gU s Apr zU zue i IVII I eK Inousines,, inc. i ue May i i uu:ze:ut1 zuzl rage i 6YkTT7fi BJBhFyw6EN-a5H7di Lvbo3U P_zrEgWi z6GNg mswQv3l8SAP D czHch9 16.2-12 21-4-0 5-6-12 5-1-4 Scale = 1:39.0 co .i 2x� 0 4x6 = 4 1080 21-40 LOADING (psf) SPACING- 2-0-0 . CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL ' 20.0 Plate Grip:DOL 1.25 TC.. 0.52 Vert(LL) -0.18 . 7-13 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.40' 7-13 >641 180 BCLL 0.0 Rep Stress Incr .: YES WB 0.44 Horz(CT) : 0.04 . 6 n/a n/a BCDL 10.0 Code, FBC2020frP12014 , Matrix -AS Weight:.101 lb FT = 20%. W. LUMBER- BRACING - TOP CHORD . 2x4 SP N0.2 TOP CHORD . :Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD . .Rigid ceiling directly applied. 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) MaxGrav;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=-1216R34, 5-6=-1667/1027 BOT CHORD 2-7= 744/1498, 6-7=-624/1471 WEBS 4-7=-250/679, 5-7=-600/497„ 3-7=-560/410 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=5.0psf; 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)-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) 1477-6 to 17-4-10, Exterior(2E).17-4-10 to 21-4-0 ione; cantilever left and right exposed_ ;C-C for ��`, `,QU N members and forces & MWFRS.for reactions shown; Lumber DOL=1.60 plate grip DOL=1:60 �� ON : ; .. • • �� 3) Building Designer/ Project engineer responsible for Verifying applied roof live load shown covers rain loading requirements specific �� , G E IV S ••. �i� to the use of this truss component. �� '• �i\ F •• 4) This truss has been designed for a 10,0.psf bottom chord live load non concurrant with any otherlive.loads. No 68182 ,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-1 00 lb uplift at joints) except Qt=lb) 6=349, 2=521. U 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 �! S OF sheetrock be applied directly to the bottom chord: 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 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 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 City Ply GHO Homes - Clementine - Classic T23917399 2756938-GHO-I8MW BGE Common Supported Gable 1 1 Job' Reference (optional) tsunaers rtrsmource trianl crry, rLl, ream Ony, M-;JJDbr, b.4au s Apr zu zuzi mi i eK inouslnes, inc. i ue may n uu:za:1 u zuzi rage i ID:g118wLVNi6YkTT7fiBJBhFyw6EN-W UPm2ON97PJCeH7EL5ZA2XMhgajKuuz2cmfW IUzHch7 -2-0-0 1-9-7 1-11 1 10-8-0 19-4-15 19r6 9 2 O 23-4-0 2-0.0 1-9-7 O. -9 8-8-15 8-8-15 0- -9 1.9.7 2.0-0 Scale =1:41.2 4x4 = 7 21-4-0 21-4-0 Plate Offsets (X,Y)-- [2:0-7-0,Edge), [12:0-7-0,Edge) LOADING (psf) . .SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20:0 Plate Grip DOL .1.25 TC 0.58 Vert(LL) -0.02 13 n/r 180 MT20 .2441190 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/TP12014, Matrix-S Weight:.134 lb FT = 20% LUMBER- "' BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10=0-0 oc purfins. 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 joints) 18, 19, 16, 15 except 2=-255(LC 10), 12= 255(LC 10), 21=-106(LC 10), 14=-106(LC 1.0) 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=-1421319, 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. 1111111.1111/:,,� 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; Cat.O. v)jv II; Exp C; Encl., GCpi=0.18;.Gable Roof; Common Truss; MWFRS (directional) and C-C Comer(3E) -2-1-7 to 1-9-15,:Extedor(2N) `��-ON •• �i00 1-9-15 to 6-8-0, Comer(3R) 6-8-0 to 14-8-0, Exterior(2N) 14-8-0 to 19-6-1, Comer(3E)-19-6-1 to 23-5-7 zone; cantilever left and right for forces �� , C E IV 3 F•••, exposed ;C-C members and & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 0� �•��i\ 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry No 68182 •: Gable End Details.as applicable, or consult qualified building designer as per ANSVTPI 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable,requires continuous bottom chord bearing. O ;• S OF : 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.. 10..T •• 'C Q;.• �� •�' 9) • This truss has been designed for alive load of 20.00sf on the bottom chord in all areas where a rectangle 3-6-0 tall: by 2-0-0 wide �i�C� O R `�I\ �I;SS� • • • •�` will fit between the bottom chord and any other members. �% N A` 10) Provide mechanical connection (by others), of truss to bearing plate capable of. withstanding 100,Ib uplift at joint(s) 18, 19, 16, 1.5. ,,to 11,40 except (jt=lb) 2=255, 12=255, 21=106, 14=106.If 11) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 2, 12. Joaquin Velez PE No.68182 MiTek USA, Inc. R. Celt 6634 _ 6904. Parke East Blvd. Tampa R. 33610 Date: May 12,2021 ® WARNING - Verity designparameters 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 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 : ANSUIP11 Quality Criteria, DSB-89 and BCSI Building Component Parke 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute; 2670 Crain Highway, Suite 203 Waldorf, MD 20601 East Tampa, Job Truss Truss Type Oty Ply GHO Homes -Clementine - Classic T23917400 2756938-GHO-18MW CA Jack -Open. 9 1. Job Reference (optional)' -2-1 n.vau s Apr zu zuzi ml I eK Inausines, Inc. I ue may it ua:za:i u zun rage i ID:qIIBwLVNi6YkTT7fiBJ8hFyw6EN-WUP.m2ON97PJCeH7EL5ZA2XMhOaj3uvO2cmfW IUzHch7 100 1-0.0 0 Co d Scale=1:10.3 1-0-0 Plate Offsets (X,Y)-- [2:0-0-4,0-0-0] LOADING (psf) SPACING- 2-0-0 .. CSI. DEFL. in (loc) I/defl Ud PLATES: GRIP TCLL - 20.0 Plate Grip DOL 1.25 TC..0.62 . Verl(LL)'.. 0.00 10 >999 .240 MT20 :244/190. TCDL 15.0 Lumber DOL 1.25 BC : 0.09 Vert(CT) 0.60 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 FBC2020lfP12014 Matrix -MP .—Weight: 11 lb FT=20%v LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD . Structural wood sheathingdirectly applied or 1-0-0 oc.pudins. BOT CHORD 2x4 SP No.2 BOT CHORD . Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 . 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: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Cpsf; 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 and right:exposed ;C-C for members and forces & MWFRS for:reactions shown; Lumber DOL=1:60 plate:gdp 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 n designed herd r a live other of rlemberson the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the ,,,�,�>lU i N 1 �,,, #i� 5) Refer to girder(s) for truss to truss. connections. ��% .OQ`a 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) �� , G E Ns • •. �i� 3=115, 2=369. `� '•�i\ F �i No 68182 .. .. _ .. =�•� FIZZ • oO:• /ST OF :�44/� �. O R 1 O P,. N Joaquin Velez PE No.68182 MITek USA,.Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 ' .. .. Date: May 12,2021 ' ® WARNING - Verify design.parameters and READ NOTES ONTHIS AND INCLUDED MrrEK 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 foran 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 , �AA 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 : - : ANSUrPII 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 T23917401 2756938-GHO-I8MW CJ1A Jack -Open 1 1 Job' Reference (optional) ounaers rlrsibource trlani tiny, r-L), rlam Uliy, rL - JJbtl/, tl.4JU s Apr zU zuzl MI I eK Inousines, Inc. I us May l l uif:z'J:l l zuei rage i ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-_gy8FkNnujR2GRiQvo4Pakuy5_4BdMeCgQP3gxzHch6 • 1-2-3 1-0.0 1-2-3 1-0-0 Scale =1:7.5 2x4 = - Plate Offsets (X,Y)=- [2:0-4-0,0-0-4) LOADING (psf) SPACING- 2-0-0 . CSI. DEFL. in (loc) I/deft: Ud PLATES, GRIP TCLL .: 20.0 Plate Grip DOL .1.25 TC.. 0.22 Veit(LL) 0.00. 7 >099 240 MT20 244/1go TCDL 15.0 Lumber DOL .: 1.25 BC 0.03 Vert(CT) 0.00 7 >999 180 BCLL 0.0, ' Rep Stress Incr YES W B . , 0,00 Horz(CT) , :0.00 " 2 n/a n/a.. BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight:,5lb FT=20% LUMBER- 'BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD ' . :Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0 Max Horz 2=80(LC 10) Max Uplift 3=-16(LC 1),.2=-180(LC i 0) Max Grav 3=53(LC 10), 2=196(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less ezceptwhen shown.. NOTES- 1) 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. 11; 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 rec uirernents. specific to the use of this truss component. 3) This truss has been designed for a 1.0.0 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) for �1111.1111l� Refer to girder(s) truss to truss connections. 6) Provide connection bearing lb U (nJ mechanical (by others) of truss to plate capable of withstanding 100 uplift at joint(s) 3 except, at=lb) `�� ,ot . J ' G.E N 2=180. �� . g No 68182 fir.;• ; y� � . - • A% ,c Joaquin Velez PE No.68182 MTek USA, Inc..R. Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 0 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 - MITek•' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabdration, storage, delivery, erection and bracing of trusses and truss systems, see : - ANSIITPI1 Qualify 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 T23917402 2756938-GHO-18MW CAB Jack -Open 1 1 Job Reference (optional) _li_miciers I-irst6ource (viant-Gliy, rL), mant Lmy, t-L - 3356/, ts.4JU s Apr 2U zuzi mi i eK moUStnes, Inc. i ue may i I ud:2`J:IZ euzi rage I ID:gll8wLVN16YkTT7fiBJBhFyw6EN-StW WT4OPfOZvtbHcTW be7yR7r000MpuL348dMNzHch5 ' .1-2-3 1-0-0 1.2-3 1-0-0 Scale =1:7.5 . co 6 d A 6 1-0-0 1-0-0 Plate Offsets (X,Y)— [2:0-4-0,0-0-4] LOADING (pso SPACING- 2-0-0 . CSI. DEFL. in (loc) Udefl: Ud -PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 . Vert(LL) 0.00. 7 >999 240. NIT20 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 W B :. 0.'00 Horz(CT) : 0.00 . 2 n/a We . . BCDL 10.0 Code FBC2020[TP12014..' :: Matrix -MP : : Weight: 5Ib FT=20%0::. . LUMBER-' BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD . :Structural wood sheathing. directly applied or 1-6-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD', ::Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0 Max Horz 2=80(1_C-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. 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 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 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This.truss has been designed for a I'ive.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. for `+++111.1111 tr . .#if 5) Refer to girder(s) truss,to truss connections. `�� U II N V . . ��F- 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at=lb).OPa 2=180. G No 68182 L r • 9�:. ST OF :��✓� 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. Design valid for use only with MITek®connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use,_the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing. - MITek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication :storage, delivery, erection and bracing of trusses and truss systems, see, : , ANS11Tpl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnlormation 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 T23917403 2756938-GHO-I8MW CAC. Jack -Open 1 1. Job Reference (optional) twimers Ftrstsource (Flan tarty, t-L), Flan olty, VL - JCibbI, - t1.4:7u s Apr zu zueI Mt t eK Inausines, nc. i ue iyiay i i Ue Zs; rJ euZ, rage ,, ID:qllBwLVNi6YkTT7fiBJ8hFyw6EN-w34ugQPi QKhmVlspl D6tg9_K8nlg5G7VIkuAupzHch4 0-B.B 1-0-0. 0-8-8 1=0-0 Scale = 1:7.0 m d o� m 6 0-11-13 , LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (16c) Udefl Ud PLATESGRIP TCLL 20.0 Plate Grip DOL 1.25 TC 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 Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a ' n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP p Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rjgid ceiling directly applied or 6-0-0 oc bracing. REACTIONS: (size) . 3=Mechanical, 2=0 3-10 Max Holm 2=58(LC.10) Max Uplift 3=-303(LC 1), 2=-327(LC 10) Max Grav 3=249(1_C 10),2=472(LC 15) 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.Opsf; BCDL=5.0psf; 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) ' This truss has been designed for a live load of 20.Opsf oh the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate. capable of withstanding 100 lb uplift at joints) except Qt=lb) 3=30312=327. QUIN ON .� J ....... No 68182 ST OF : L4 O N AL too�C? %. ��11111111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cerf 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May. 12,2021 WARNING - Verity design parameters and READ NOTES ONTHIS 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 parametersandproperty 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 . ANSUfPII Ouality 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 Job Truss Truss Type , Qty Ply GHO Homes - Clementine - Classic T23917404 2756938-GHO-18M1N i CJ3 Jack -Open 5 1 Job Reference (optional) t1uiiaers mrsitsoufce tviant lolly, I-L), mant lolly, FL - JJbbf, - tf.4JU S Apr zU zuzl MI I eK Inoustnes, Inc. I ue May l l uwzuno zuvi rage l ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-w34ugQP1 QKhmVlspl D6tg9_CGnkg5G7VIkuAup7Hch4 -2.0.0 3.0-0 2-0-0 3-0-0 0 21 1 3-0:0 Scale=1:15.3 co LOADING (psf) SPACING- 2-0-0 .. CSI. DEFL. in (loc) Udefl: L/d PLATES: GRIP TOLL 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 0.16 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; _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(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. ll; 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 pllate.grip DOL=1.60 . 2) Building Designer / Project engineer responsible for yerifying 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 fit between the bottom ,+++I1I111111j� , will chord and any other members. Refer to for truss to truss. ,�� U IN N 5) girder(s) connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except at=lb) `�� OP�. ....... �� , E N + ••� �� . =. No 68182. r 7f r rir Z. �O• w: s�N,••.4,OR1�• Nam% ' • �;SS/QNM-& ' . �IIIIYnu+� .. Joaquin Velez PE No.68182 MiTek USA, Inc. R. 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'foran 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 ANSUfPII 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 T23917405 2756938-GHO-IBMW CJ3A Jack -Open 1 1 Job Reference (optional) 8uiiaerS FlrstSource (Nlant 41ty, rL), darn City, rL - 3356/, 1:5.43U s Apr zu zUzl mi i eK Inausines, Inc. ..I ue may 11 uv:4u:14 eu4i rage i - ID:gll8wLVNi6YkTT7fiBJBhFyw6EN-OFeGtmQgBegd7vQ7awd6CNW TrB18gjNeXOdkRFzHch3 3-0-0 3-0-0 Scale: 1"=l' a 0 2z4 = 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.02 3-6 . >999 240 MT20 . 244/190 TCDL 15.0 Lumber DOL 1.25 BG 0.27 - Vert(C.T) 0.02, 3-6 >999 180 BCLL 0:0 Rep StresslncrYES WEI ''0:00 Horz(CT) -0.00 2 n/a n/a• ' BCDL 10.0 . Code FBC2020[TP]2014 Matrix -MP Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 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, 10-0-0 oc 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. (Ib) - Max. Comp./Max. Ten: - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160(nph (3-second gust) Vasd=124mph; TCDL=5;Opsf; BCDL=5.0p§f; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(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 rairrloading 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 20.0p6f 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. ,1111111////. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1,.2, 3. `1,%0 QU l; N j, E N No 68182 ,1, r • ,� ► 13 '. S O F : 4/ fit Im, Joaquin Velez PE No.68182 MiTek USA,.Inc. FL Cart 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 p 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-99 and SCSI Building Component 6904 Parke East Blvd. Safetylntormation 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 T23917406 2756938-GHO-I8MW CJ5 Jack -Open 3 1 Job'Reference (optional) twituers rirst5ource triam Uaty, r-Ll, riam Lary, rL - saobi, mgau s mpr eu zuz.i IN I eK meusures, rnu. r ue may i i ua:za: r a zuz r rage r • ID:qIIBwLVNi6YkTT7fiBJBhFyw6EN-tRCf56QlyxyUk27BBeBUa3Y6bM.ZZAdnl2NHZIz ch2 -2-0-0 5-0-0 J 2-0-0 5-0-0 CZ co CS 2x 5=0 0 . m 6 m � N N Scale = .1:20.2 a-u-u LOADING (psf) SPACING- 2-0=O CSI. DEFL. in (loc) : UdefI 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 .1.26 :BC 0.32. Vert(CT) . -0.07 4-10 >818 180 BCLL 0.0 Rep Stress. Incr . . YES WB 1:'0.00 Horz(CT) . 0.00: 3 n/a n1e BCDL 10.0 Code FBC2020[TP12014 Matrix -AS, Weight: 23lb FT=20% LUMBER- b. BRACING- TOP CHORD 2x4 SP No.2 TOO. 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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zohe;'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. ,� U I 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except all=lb) ,`VON ......... 4 .� J CEN1 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to thetop: chord and 1/2" gypsum O�� .'��.� SF •.�• �i�' . sheetrock be applied directly to the bottom chord. No 68182 .. _ r ST OF �ifs19 N AL %% f,�1/1111'1{{{�� 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 designparameters 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 andproperiy incorporate this design into,the overall - building, design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITeK• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance -regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see,. . ANS11TPI1 Quality Criteria, OSB-e9 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 a Qty Ply GHO Homes - Clementine - Classic • T23917407 2756938-GHO-18MW CJ5A "Jack -Open 1 1 Job Reference (optional) bunaers rusltjource trlam carry, rLl, ream t riy, M - 00001, a 3x8 II 5-0-0 6.4:7u s Apr zu eue I Ivil r UK u luubules,Jr lu. r ue ,Vlay r r ume.9: I cue, raye 1 ID:gIIBwLVNi6YkTT7fiBJBhFyw6EN-Lem1 IRRwjF4LMCaNiLfaHocm77h3ldtx_i6gVBzHch1 m d ao N N Scale=1:17.2 0-8-0 5-0-0 0.8-0 4-4-0 Plate Offsets'(X,Y)-- [1:0-1-4,070-2], [1:0-0-8,1-0-5] LOADING (psf) SPACING- 2-0-0 • CSI. DEFL. in (loc) :. Vdefl : Lid PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TIC -' 0.39 Vert(LL) 0.05 3-8 >999 240 MT20 244/190 TCDL 15.0 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) -0.022 n/a n/a BCDL 10.0 Code FBC2020/TP12014. Matrix -AS -Weight.18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORb ..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=-10(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=15ft; B=79f; L=40ft; eave=5ft; Cat. ll; E* 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. .4) This truss ta. lilth any other live truss s r has been designed for a e load of 20.Opsf on the bottom chord in all areas where a Thisrectangle 3-6-0 tall by 2-0-0 wide U I N Will fit between the bottom chord and any other members.COIN ......S 5) Refer to girder(s) for truss to truss connections. ,♦♦ , ,••�.C, E N •• ��i� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. ♦ V 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 ry. � :• /„ • .0 S OF (0 :� < O R 1 b O.P �\ ,,SS. ••.....• `% 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 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 . . Mffek' is always' required for stability and to prevent collapse with possible personal injury and property damage. For general guidance'regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see. ANSI/TP11 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 T23917408 2756938-61HO-I8MW EJ3 Jack -Open 2 1 Job Reference (optional) tcuuaers r-irsttiource trlani Lary, rLl, rlani uny, M - JJoor, co { 0 21 1 CAJU 5 npr CU eve I IVII I eK InuMne-a, IIIU. I up IVlay I I Ud:L17: I o eve I rdye I ID:gll8wLVNi6YkT 7fiBJ8hFyw6EN-LemlIRRwjF4LMCaNiLfaHocjV7lXldt) i6gVBzHch1 3-0-0 3-0.0 m 0 m 19 Scale=1:15.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) : Well L/d PLATES GRIP TOLL 20.0 PlateGrip.DOL -1.25 TC.. 0.62 Vert(LL) -0.01 4-10 >999 .240 MT20 244/190 TCDL 1&0 Lumber DOL .: 1.25 BC . -0.15 Vert(CT)' -0.01 4-10 >999 180 BCLL 0.0 Rep Stress Incr :. YES W B :. 0.00 Horz(CT) 0.00 . 3 n/a n/a . BCDL" 10.0 :Code" FBC2020/TPI2014-: :: Matrix -MP Weight; 17 lb FT = 20 /o 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 Holz 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: 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 Exterjor(2E) zone; cantilever left and right: exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.61) 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 asectangle 376-0 tall by 2-0-0 wide `,,��1111 r III , will fit between the bottom chord and any other members.. Qv IN VF I..� 5) Refer to girder(s) for truss to truss connections. ,� ON �..... 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at=lb) �� . , .0 E N S ' •, 2=251. No 68182.. .?� ST OFAs r �� Q N A1- E0%`�� ' _ Joaquin Velez PE No.68182 MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: May 12,2021 .0 WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-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 fabdcation,.storage; delivery, erection and bracing of trusses and truss systems, see.: : ANSIMP11 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 W610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T23917409 2756938-GHO-18MW EJ5 Jack -Open, 1 1 Job Reference (optional) t wiciers t-Irstaource (riant city,_ t-L), mam city, rL - JJbbf, 2-0-0 2-0-0 1 '•I 0 2x 1 b.4JU s Mpr Zl eue I ivii 1 eK Inuustnes, nlu. r ue rvray r r utneu; I / eue 1 rage 1- ID:gIIBwLVNi6YkTT7fiBJBhFyw6EN-pgKP W nSYTZCC_M9aG3Bpq?BuJ P_01474DMsO2azHchO 5-0.0 Scale=1:20.2 Plate Offsets (X Y)-- [2:0-0-8 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) : _ Ijdefl": L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 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 WE., b.00 Horz(CT) . -0.06 3 n/a n/a . . BCDL 10.0 Code FBC2020(rP12014 Matrix -AS Weight: 23 lb FT = 206/0. 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=-11 O(LC 10), 2 338(LC 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 (lb) or less except when shown:; NOTES- .. 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=f 5ft; B=79ft; L=40ft; eave=7ft; Cat: ll; Exp C; Encl., GCpi=0.18; MWFRS (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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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 Gt=ib) 3=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. ON DENS' No 68182 0•.• S O F . _4U4U Z. 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 propedy Incorporate this design into the overall building. design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ' MITek•" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see : ANSVTP11 Quality Criteria, DSB-89 and 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 City Ply GHO Homes - Clementine - Classic T23917410 2756938-GHO-18MW EJ6 Jack -Open 4 1 Job Reference (optional) tdunaers mrsmource triam Lily, rt_l, runt LAW, rL - oagor, o.Yo. o _N, — —, ..— , �o ...oy , , . -,-I ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-HOtnj7TAEsK3bW kmpmi2NDh_koltmXNERObxal zHch7 -2-0-0 6.0-0 2-0-0 6-0.0' Scale=1:22.6 — 600. . 6-0.0 Plate Offsets (X Y)-- [2:0-0-4 Edge] LOADING (pso 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) 6.24 ' 4-10 >291 180 . BCLL 0.0 ' Rep Stress Incr .'YES WEI . 0.00 Horz(CT) . -0.01 3 n/a . n/a BCDL 10.0 Code FBC2020/TP12014 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(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. II; 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 nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a.rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members.. 5) 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) 3=139,.2=361. 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. ,,,��1111111/1�I�,I OPQUIN � .' G•ENg 1 .� No 68182 �-O • • �.. ��:. ST OF o � S % �% . ,w /O N A� 1�� Joaquin Velez PE N0.68182 MTek 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..�- 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 M!Tek' 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 . . ANS11TPI1 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 T23917411 2756938-GHO-18MW EJ6A Jack -Open 1 1 Job Reference (optional) 6UIlcers Hrstsource (Plant Gny, i-L), Nlant city, I-L - 3356T, 6.43U S Apr zU zuzl mi I eK mousines, Inc. I Ue may 11 uu:e%mu zUzl rage l v ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-IDR9xTTo7ASwDgJyNUDHvOEBpCfmV_cNggLV6TzHch_ 6-0-0 Scale = 1:20.3 N 3x4 = 3 6-0-0 ." . 6-0.0 Plate Offsets (X;Y)-- ' [1:0-2-0,Edge] " LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl: Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.81 Vert LL 0.14 ( ). 3-6 >507 240 Ml'20 244/190. 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 FBC2020ITP12014 Matrix -AS Weight: 19lb 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. REACTIONS. (size) 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. NOTES- 1) Wind:.ASCE 7-16; Vult=160mph (3-second gust) Vasd=124rnph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Eric]., 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. 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, S.except at=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.. • sO CjUIN� GENS .� %i No 68182 lo � r Z .0 S OF .. ♦ i�,Fss 0, NA1- Joaquin Velez PE No.68182 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 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 MIT®k• Is always required for stability and to prevent coliapsewith possible personal injury and property damage. For general guidance regarding the .. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see � ANSI/TP11 Quality Criteria, DSB-69 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 T23917412 2756938-GHO-I8MW EJ6B Jack -Open 1 1 Job'Reference (optional) Cunaers hlrst jource (turn udty, t-L), rlant Lilly, rL - d3bbf, b.4JU s Apr zU 2u21 ml I eK Inousmes, mc. i ue may 11 ukrze:2U euei rage 7 • ID:gll8wLVNi6YkTT7fiBJBhFyw6EN-DP?Y8pUQmUanrqu9xBkWSemPzc?4EQPXvK42dvzHcgz 2 0 0 4 5-11 6-0-0 44 = 0 m tL W N N Scale=1:20.4. Plate sets -- [2:0-3-12,Edgel LOADING (pso SPACING- 2-0-0 . CSI. DEFL. in (loc) Udefl : Ud -PLATES . GRIP TCLL 20.0 Plate Grip DOL .1.25 TC.. 0.59. Veft(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 WB . 0.'09 Horz(CT) 0.07' . 4 n1a nle . . BCDL 10.0 Code FBC2020/TP12014. Matrix -AS Weight:.29 lb Fr = 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. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS.. . (size) 4=Mechanical, 2=0-8-0, 5=Mechanical " Max Horz2=208(LC 10) Max Uplift 4=-32(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 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=5ft; Cat. ll; 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 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `,11.11111,1., to the use of this truss. component.. %�%v IN N V 4) Provide adequate drainage to prevent water ponding. `�� -ON ........ �!� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �i 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 oo ' �� SF ••• �00 will fit between the bottom chord and any other members. N O 68182 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 (jt=lb) * :• •: 2=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 'O sheetrock be applied directly to the bottom chord.' Sf'10) F R 10 s.FONA1-% 1/111111��` Joaquin Velez PE No.68162 MiTek USX. 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 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 ANSVTPII 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 T23917413 2756938-GHO-I8MW i EJ7 Jack -Open 11 1 Job Reference (optional) ounoers rrrsiocurce trrani ulry, r-L),- rrani ldry, rL - JJOOr, 0.4JV b Ain eV ZVL I w11 I M Il nnlbnleb, uIL". I ue Ividy 1 1 V.7:40:41 GVG I rage I I D:gll8wLVNi6YkTT7fiBJ8hFyw6EN-hbZwL9V3XnieSzTLUvFI_rJV2OM2zt6g8_gbALzHcgy -2-0-0 7-0-0 — -- — 2.0.0 7-0-0 Scale=1:24.9 q �. .: 2x 1 m ma m 7-0-0 700 Plate Offsets (X,Y)-- [2:0-0-8,Edge] LOADING (psf) SPACING- 2-0-0 ... CSI. DEFL. in (loc). IUdefl: Ud PLATES: GRIP TCLL ' 20.0 Plate Grip DOL 1.25 TC . 0.95 Veft(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 W B .. 0.00 Horz(CT) :. 0.01 3 Na Na _ BCDL 10.0 Code, FBC2020/TP12014:: ; : Matrix -AS :Weigh1:.30 lb FT = 20% LUMBER-BRACING - TOP CHORD, 2x4 SP No.2 a 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=273(LC 10) . Max Uplift 3=-149(LC 10), 2=-251(1_13 10) Max Grav 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. " 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 D000.60 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 20.0psf 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. �� QU) N 5) Refer to girder(s) for truss to truss connections.(4�' I4p 'S 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ,�� ,•'� (, E N S ' •, �i� •.• 3=149, 2=251. , ;• �C` i 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. ST F. :•141� ' C) Joaquin Velez PE No.68182 MITek USA,.Inc. FL Cert 6634 6904Parke 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 forstability 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?PIt 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 - C ass T23917414 2756938-GHO-IBMW H6 Jack -Open Girder 1 1 Job Reference (optional) tsuuaers rrrsisource tmam Uly, I-L), darn Uly, rL - JJaa1, u.vau s Apr zu zuei rvu r eK rnausines,, mc: i ue may r r us;za;zz zuz r rage r I D:gllBwLVNi6YkTT7fiBJ8hFyw6EN-9071ZV W hI5gV472X2cm_X3snsCidvWKipMeZ9iozHcgx • 2 0-0 3-0-0 6-0-0 2-0.0 3-0.0 3-0-0 , m 0 2: 1 4x4 = 2x4 11 3 13 4 Scale=1:16.7 Plate Offsets (X,Y)=- [2:0-3-8,Edoe] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl' Ud PLATES GRIP TOLL 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 FBC2020ITP12014 Matrix -MP Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD . 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puriins. BOT CHORD 2x4 SP No.1 BOT CHORD. Rigid ceiling directly applied or 7-9-12 cc bracing. WEBS 2x4SPNo.3 OTHERS 2x4 SP No.3 REACTIONS. .(size) 2=0-8-0, 5=Mechanical Max Horz2=16B(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 forthis 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=0A8; MWFRS (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. `II/1111111//�� 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 ,,� , ' G E N S+ • • 0 01 F•••, will fit between the bottom chord and any other members. �� ••� V� 0 7) Refer to girder(s) for truss to truss connections.: 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) 2=303, 5=118. 9) Hafiger(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 -10 : CC . 5-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. �) % S TfROF 10) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). s�Q�•••P .� •��/: LOAD CASE(S) Standard / s ' •� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 ��I SRO Uniform Loads (plf) N AX- 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) 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 Mil-7473 rev. 5/1912020 BEFORE USE. -for Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is 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 ' ANS//fPl1 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 T23917415 2756938-GHO-I8MW H7 Half Hip Girder 1 1 Job Reference (optional) muueers rlrstaource trtant carry, r�l, rlant Illy, rL - JJoor, -2-0-0 2x 1 0.' JV bmpl eu euG 1 IVII 1 V& II IUVJllmb, II IV. I Vtl IVIGy .. VJ.LJ.LJ GVG 1 r3 J. 1 I D:g118wLV Ni6YkMfi BJ8hFyw6E N-e_hgmrXJ3 PyU H ckcJ I D4GOzFp6 P RlmzblJi EEzHegt 7-0-0 4x4 3x4 = 3 4 Scale = 1:21.6. LOADING (pso SPACING- 2-0-0 - CSI. DEFL. in (loc) . I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 " Vert(LL) 0.04 6-12 5.999 240 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 FBC2020ITP12014 Matrix -MP Weight: 40lb FT=20% LUMBER- ' BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or. 10-0-0 oc bracing. WEBS 2x4SPNo.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=Mechanical Max Horz 2=222(LC8). Max Uplift 2=-445(LC 8), 5=-357(LC 8) " Max Grav 2=536(LC 1)i 5=543(LC:32) " 'FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) of less except when shown.: TOP CHORD 2-3=-447/201, 5-4=-335/217 BOT CHORD 2-6=-224/340 WEBS 4-5=-557/365, 4-6=-391/602' . 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 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 ()LUIN to the use of this truss component. 4) Provide drainage to ,� OP • �� ' . ' , IV �i� adequate prevent water ponding. ♦♦e . ,•'� G•� S+'• F •••, 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ •• V 6) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where wrectangle 3-6-0 tall by 2-0-0 wide •• No 68182 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 Ot=lb) 2=445, 5=357. • 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 269 lb down and 256 lb up;at Is 13 : ST OF 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 of.others. '�•' Q;.' = the responsibility 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). .0 ;C e♦ ` 0 R �` ♦ee t1,q- N LOAD CASE(S) Standard r-% 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 111 Uniform Loads (plo Joaquin Velez PE No.68182 Vert: 1-3=-70, 3-4=-70,.5-10=-20 MiTek USA, Inc. FL Cert 6634 Concentrated Loads (lb) 6904 Parke East Blvd. Tampa FL 33610 Vert: 3=-68(B) 6=-150(B)- . 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 an.d/or chord members only. Additional temporary and permanent bracing /� ty'O - is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidanceregarding the fabdeation,:storage, delivery, erection and bracing of misses 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 T23917416 2756938-GHO-18MW . H7A Half Hip Girder 1 1 Job Reference (optional) owiciers rrrsibource trlani GIIy, r-L), rlanr cny, rL-;5=01, 0.4JU s Apr 4U zU41 Mr r eK rnUU51nes, Ina. I ue May i i Ve:Ze:z4 zue i rage I _ ID:qll8wLVNi6YkTT7fiBJ8hFyw6EN-6AF2_AXxgi4CKRBwA1pScUx4vDOzADf6gx2GmgzHcgv -2-0-0 2-10-0 5-8-0 7.0-0 2-0-0 2-10-0 .2-10-0 4x4 = 2x4 11 3 4 0 2x 1 Soale=1:23.4 LOADING (pso 'SPACING- 2-0-0 CSI. DEFL, in (loc) . l/defF 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 Inor NO WB 0.08' Horz(CT) 0.01 2 n/a n/a BCDL . 10.0 Code FBC2020[TP12014 Matrix -MP Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP M 31 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0 Max Holz 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 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) Building Designer/ Project engineer responsible for verifying applied roof live load.showfi 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.. �11111111/� 5) • This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,v fj N will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. ♦♦♦ , ,••.� C E N S • •, �� ••, 7) Provide mechanical.connection'(by others) of truss to bearing plate; capable of withstanding 100 lb uplift atjoint(s) except at=lb); ♦ �• �F 5=343, 2=308. No 68182 P) 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) in. the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �'p •LOAD CASE(S) Standard O:• S OF Z. 1) Dead+.Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 o �� T••.'C Q;•' _ ♦♦ �••`�\♦�♦: �i��tS Uniform Loads (plf) • R 4=-70, 5-1 0=-20/.11,6 Concentrated Loads (lb) 1O N A; Vert: 3= 122(F) 6— 196(F) 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. -- 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,mquired 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-e9 and SCSI Building Component Parke 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 3ast Tampa, Job Truss Truss Type t , l Qty Ply GHO Homes - Clementine - Classic T23917417 2756938-GHO-I8MW HJ3 Diagonal Hip Girder 1 1 Job Reference (optional) ouucers rnsioource triant any, rLI, riant any, rL - oaoor, o.v a nPi cu ,.o ,.,oy ID:gll8wLVNi6YkMfiBJ8hFyw6EN-2ZMpPsZBMKKwZILIHSrwhvDNgl3Pe8LPHFXMrZzHcgt -2-9-15 4-2-3 2-9-15 4-2-3 Scale =1:14.9 0 .. , 0-10 4-2-3.. i r 09.910 349 Plate Offsets (X Y)— [2.0-0-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc), Vdefl . Ud PLATES GRIP TCLL .: 20.0 Plate Grip DOL 1.25 TC . 0.77 Vert(LL) -0.09 4-10 >541 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC : 0.56 Vert(CT) -0.09 4-10 >573 180 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 23 lb 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=0-870, 2=0-8-0. (lb) - Max Horz 2=163(LC 8) Max Uplift All uplift 100 lb or less at joints) 3, 4 except 2=-452(LC 8) Max Grav All reactions 250 lb or less at joint(s) 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: 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) 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 ether 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 ttom chord and any other otru s to truss connections.members. 5) Referbetween ogirder(s) for ,,,wLN F�F 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) ,�� OP , E N •' ��. .••�C S ••' V F•�•, 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 v 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 No 68182 responsibility of others. * lo 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 i � ', S O F Uniform Loads (elf) 1-3=-70, e 0 �i T� 'c Vert: 4-8=-20 Concentrated Loads (lb) �Si C , � • • t� � � �R �� Vert: 11=143(F=72, B=72) Q N A\-� Joaquin Velez PE No.68182 MITek USA, Inc. FLCert 6634 • 6904 Parke East Blvd. Tampa FL 3361.0. 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. valid for use only with MiTe Design k®'connectors. This design Is based only upon parameters shown, end 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 fabdcation,.storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Ckiteria, 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 t Qty. . Ply GHO Homes - Clementine -Classic T23917418 2756938-OHO-I8MW HJ3A. Diagonal Hip Girder 1 1 Job Reference (optional) cuncers rustaource Irian Liry, rL/, rlant L111y, rL - aaa0f, V.Y . MV, LV GVL I IV VJ11100, 111V. I v1¢y I kTT7fiBJBhFyw6EN-WlwBcCap7dSnBuwVr9M9E6ZYQRF4ZZbYWvHw ?zHcg; 386 1 . 3-6.6 Scale=1:13.8 N R � N LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL . 20.0 Plate Grip DOL 1.25 TC 0.77 . Vert(LL) -0.05 4-10 >849 240 MT20 244/190 TCDL 15.0 Lumber DOL 11.25 BC : 0.40 Vert(CT) -0.05' 4-10 >885 186 : BCLL 0.0 ' Rep Stress Iner NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight:21 lb FT=20%a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-6 oc puffins. 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 Qt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz 2=150(LC 8) Max Uplift All uplift 100 lb or less at joints) 3,4 except 2=-411(LC 8) Max Grav All reactions 250 lb or less at joints) 3, 4 except2=508(LC 28), 2=387(LC 1) 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 dust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS. (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 ANSVTPI 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 nonooncurrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 'Refer to 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) 3, 4 except (jt=lb) 2=411. 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 1-4-'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. •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) 'S . G•ENS No 68182 O.• ST OF: :41 o � .,ass /� N A; '��,��• . Joaquin Velez PE No.68182 MITek USA, -Inc. FL Cert 6634 6904.Parke East Blvd. Tampa FL 33610 Date: May 12,2021 A WARNING - Verify designparameters 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 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 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 t T23917419 2756938-GHO-I8MW HJ5 Diagonal Hip Girder 1 1 Job Reference (optional) tjuuaers mrsmource trtam Lary, r-E), riant Lary, rL - ;5;50bf, a.qiju s Apr zu zuzi nm r eK maustnes, inc. i ue rvray i i ue:za:za zuz r rage i ID:qllBwLVNi6YkTT7fiBJ8hFyw6EN-_yUZpYaSuxaeo2VhPttOnK5j9gkH60dilZOTvRzHcgr -2-9-15 3.11-15 _ 7-0.2 2-9-15 3.11-15 3-0-3 - 7-0-2 , Scale=1:19.7 Plate Offsets (X,Y)-- [2:0-0-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. s. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate GripDOL 1.25 TC 0.77 Velt(LL) • -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/T'PI2014: Matrix -MP _ 'Weight:38lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD . Structural wood sheathing directly applied or 6-0-0 oc. purliins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. All bearings Mechanical except (jt=length) 2=0-8-0,2=0-8-0. (lb) - Max Horz 2=216(LC 24) Max Uplift All uplift 100 (b or less at joint(s) 4, 6 except 2=-478(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4 except 2=734(LC 28), 2=441(LC 1), 6=281(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ili) 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; MWFRS.(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) 4, 6 except at=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 Ib down and 143 lb up at 1-4-15, 182 lb down and 143 lb up at 1-4:A5, and 35 lb down and 4 lb up at 4-2-15, and 35 Ib 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). L,OAD'CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4= 70, 5-11=-20 Concentrated Loads (lb) Vert: 7=7(F=4, B=4) 14=143(F=72, B=72) IN `�. 'S •. .G E N S*-. �. i No 68182 X 0:• S OF.: S �b N A� �� .�`�,, Joaquin Velez PE No.68182. MiTek USA, Inc. FL Celt 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 propedy Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M�Tek' is alwaysrequired 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-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 t t Qty Ply GHO Homes-- Clementine - Classic I T23917420 2756938-OHO-I8MW HJ5A Diagonal Hip Girder 1 1 Job Reference (optional) uuuders t-irstsource jrtant uty, t•Lj, rani ury, t-L - JJJbr, a.4Ju s Hpr Zu ZVZi rvn r en muusures, uro. r ue rvrny r i Ua.ca.ca cvc. ray. . ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-SB2x1 ub4fFiVQC4tyaOdJXetW EOBrRBrzDmOSuzHcgq •-2-9.15 3.10.4 7-11-7 2-9-15 3-10-4 4-1-3 .4 O 1 Scale=1:21.2 c v 0 v o_ rn m N 3-10-4 7-11-7 3.10.4 _ 4-1-3 Plate Offsets (X,Y)-- [2:0-3-1,0-1-8] LOADING (pso . SPACING- 2-0-0 - : CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL .1.25 TC . 0.86 Vert(LL) -0.08: • 7-13 >999 240 MT20 : 244/190 TCDL 15i0 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/TPI2014 Matrix -MP Weight:.42lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD . Structural wood sheathing directly applied or 4-3-5 oc pydins. BOT CHORD 2x4 SP No.2 BOT CHORD . Rigid ceiling directly applied or 8-8-12 oc bracing. 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 NOTES- d — C f• ft• ft• L— ft• — ft• C 1) Wmd. ASCE 7 16; VuIt=160mph (3-secon gust) Vasd-124mph, T DL=5.Ops , BCDL=5.Opsf; h=15 , B=79 —40 , eave-5 , at. ll; Exp C; Encl., GCpi=0.18; MW FRS(directional); cantilever left and right dxposed ; 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 ,`,111111111I/��, to the use of this truss component. � Qlj I Vt' 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � . QP • •g 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 ♦♦ , ,•'� GE N • • �� F•••, will fit between the bottom chord and any other members. ♦ •• 5) Refer to girder(s).for truss to truss connections. No 68182 •% Z) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=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 lbdownand 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 % S OF V✓ down and 4 lb up at 4-2-15, and 47 lb down and 31 lb up at 7-0-14, and 48 lb down at 7-0-14 on bottom chord. The design/selection device(s) is the Q oo '� •' Q;.' _ of such connection responsibility of others. ;C ♦♦ �i� �s • 0 R 1 'R S) 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) Joaquin Velez PE No.68182 Vert: 14=-70, 5-11= 20 MiTek USA, Inc. R. Cert 6634 �. Concentrated Loads (lb) 6904, Parke East Blvd. Tampa FL 33610 Vert: 14=277(F=191, B=86) 16=-108(F= 49, B=-59) 17=713(F=-16, B=4) 18=-67(F=-38, B=-30) 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 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 fabdcation,:storage, delivery, erection and bracing of trusses and truss systems, see. ANSI/fPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.' Safety Information available from Truss Plate. Insiltute,'2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t 1 City Ply GHO Homes - Clementine - Classic T23917421 2756938-GHO-I8MW HJ7 Diagonal Hip Girder 1 1 Job Reference (optional) ounaers rlrslzjource trianl.clly, ruf, ream aty, rc - SaoOr, 0.%OU b MPr cv LUL 1 IVII I GR IIIUUJl110J, I.— I UO I y 1 I 1%. I I D:gll8wLVNi6YklT7fiBJ8hFyw6EN-wKcKEEciQYrM2Mf4W IwsslB3fePlag07CtVa_KzHcgp • 2-9-15 4-9-9 9-10-1 2.9.15 4.9-9 5-0.8 Scale=1:24.2 . v Io d, In m C6 0-g-00 4-9-9g 9-10-1 -- — 6 0 4-1-9 b 0.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 .Plate Grip DOL 1.25 TC 0.77 Vert(L-) -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 FBC2020lfP12014 Matrix -MP Weight: 50 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-9 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings Mechanical except at=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz 2=270(LO 24) . Max Uplift All uplift 100 lb"or less at joints) 6 except 4=-126(LC 8), 2=-524(LC 8) Max Grav All reactions 25.0 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=-342/1000 WEBS 3-7=0/294, 3-6=-1061/363 NOTES- 1) 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. 11; 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 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 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) 6 except at=lb) 4=126, 2=524. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 119 Ib down and 65 Ib up at 4-2-15, 119 lb down and 65 lb_ 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 1431b up at 1-4-15, 182 Ib down and 143 lb up at 1-4-15, 35 lb down and 4 Ib up at 4-2-15, 35 lb down and 4 lb 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 design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S), section, loads applied to the face: of the,truss are noted as front (F)or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5711=-20 Concentrated Loads (lb) Vert: 15— 77(F=-38, B=-38) 16=143(F=72, 13=72) 17=7(F=4, B=4) 18=-49(F= 25, B=-25) Ot"11III111//��' IN No 68182 r � -10 ' 1Z S OF :•II/ -ft 0% , IN 'f ,O IV A`��, 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 MITek®'connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MO Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation,:storagei delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 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 t ; Qty Ply GHO Homes - Clementine - Classic T23917422 2756938-GHO-18MW HJ14 Diagonal Hip Girder 1 1 - Job Reference (optional) t3unaers t-lrsibource trtam lltty, rLJ, rtant linty, rL - dJbbl, 1:5.401.1 S Apr zu zuzl mi I eK Inausines, Inc. I us May l l uv:z`.r:zb zuei rage i na1T 3-0-12 Scale=1:13.0 LOADING (psf) SPACING- 2-0-0- _ CSI. DEFL. in (loc) UdeflUd 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 .: 0:31 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: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD .' . :Structural wood sheathing directly applied or 3-0-12 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD . , .Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings Mechanical except at=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 joint(s) 3,4 except 2=-414(LC B) Max Grav All reactions 250 lb or less at joint(s) 3, 4 except2=489(LC 28), 2=385(LC.1) FORCES. (lb) - Max. Comp:/Maz.'Ten. - All forces 250 (lb) or less except when shown::: . NOTES- 1) Wind: ASCE 7-16; VuIt=160mph (3-second gtiet) 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); 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 ANSI/TPI T. 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 cc. 5) This.truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. V 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 ,�� O�Q , will fit between the bottom chord and any other members. ♦♦♦ , ,•'� G•� N 3 • • �� 7) Refer to girder(s) for truss to truss connections. ♦ V F �••• 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) No 68182 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 * .:• •: 1-4-15, and 182 Ib down and:143 Ib up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. -0 : CC .10) In the LOAD CASE(S) section, loads,applied to the face of the truss are noted as front (F) or back (B). i '• S 0 F V✓ LOAD CASE(S) Standard i 0 • �(/ T ••.'c Q� .• ♦♦ �i�t�si ' R � 11 Dead + Roof Live (balanced): Lumber Increase=1.25, Plate.lncrease=1.25 •'•\Cj\ •. Uniform Loads Vert: 1 (3If,70, 4-8=-20 Concentrated Loads (lb) Vert: 11=101(F=72, B=29) Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6004 Parke East Blvd. Tampa FL 33610 Date:. May 12,2021 WARNING --Verity designparameters 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 . ANSUrPI1 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 T23917423 2756938-GHO-IBMW V3 Valley 2 1 ': Job Reference (optional) euucers mrstaource (viatlt uty, t-L), mart ury, rL - ss5ef, n.vau s Hpr zu ZUZ r rvn r er inuusuies, uru. rue may r r uv:co:o. c.c, ragn , ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-PWAiSadKAszDfW EG47R50yjO62vTJPb8RXF7W mzHcgo 3-0-0 3.0-0 Scale=1:10.3 - 2 3 2x4 G 2x4 II I LOADING (psf) SPACING- 2-0=O CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TIC 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 In6r YES WB : 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 . Code FBC2020gPI2014 Matrix-P Weight: 10 Ib 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD: Rigid ceiling directly applied or 10-0-0 oc bracing. 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. Comp./Max. Ten. -All forces 250:(Ib) or less except when shown.. NOTES- 1) Wind: ASCE 7-:i6; Vult=160mph (3-second gust)Vasd=124mph; TCDI--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):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 foi- 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 jive 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 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.. ,�. OP • • • �� I�. �� J . • DENS � ��. No 68182Z. ..S C. F •r�� • 00 i.s. .0 O.R NAX- Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 12,2021 0 WARNING - Verify designparameters 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 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/7P/1 Quality Criteria, OSB-e9 and BCSI 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 �. 1 City Ply GHO Homes -Clementine -Classic 4 T23917424 2756938-GHO-I8MW V5 Valley 1 .1 Job Reference (optional) dunciers mrstsource (riam t;ny, t-L), mant l ny, FL - ddb6/, tl.4JU s Apr zy euei IVII I eK IfIIn15UMs, uja. I ue Iwgy I I vu;et oe LVL I rays I I D:gll8wLVN16YkTT7fiBJehFyw6EN-tjk4fweyxA54HgoSeiyKxAGSgSC92sgifB_h2DzHcgn 5-0-0 5-0-0 2x4 2x4 11 2 3 2x4 II Scale =1:15.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (lbc) 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 Incr . 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 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals: WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-11-8, 3=4-11-8 Max Horz 1=114(LC 10) Max Uplift 1=431,LL, 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.Opef; 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:exposeid ;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. showricovers 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 alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1., 3. I N N No 68182 S OF40 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Geri 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 verity the applicability of design parameters and propedy incorporate this design into the overall - building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always• required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdeation, storage; delivery, erection and bracing of trusses and truss systems, see . ANS11TPll 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 3661.0 Symbols PLATE LOCATION _AND ORIENTATION 1 3/4° Center plate on joint. unless x, y offsets:are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0�1/16u . For 4 x.2 orientation, locate plates 0-.1110 from outside edge of truss. This symbol indicates the, required direction of slots in: .connector plates. * Plate location details available in MITek 20/20 software or upon_ request. PLATE SIZE The first dimension is the plate 4 X 4 width measured.perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output.: Use Tor 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/rPl1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89:, Design Standard: for Bracing.:..: BCSI: Building Component Safety Information, Guidie to Good Practice for Handling,. Installiro &:Bracing of Metal Plate ' Connected Wood Trusses., Numbering System . 6-4-8 dimensions shown:in ft-in-sixteenths .(Drawings not -to scale) 1 2 3 .TOP CHORDS .0 Cc O 2 U d O F: 8 7 6 5 JOINTS; ARE GENERALLY NUMBERED/LETTERED: CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE'IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS: . ICC-ES Reports: ESR-1311, ESR-1352,.ESR1988; :. ER-3907, ESR-2362, ESR-1397; ESR-3282' Trusses. are designed for wind loads in the plane of the: truss unless otherwise shown: Lumber. design values are in accordance -with ANSI/TPI, 1 section 6.3 These truss designs rely on lumber values established b'' others. © 2012 MiTekO All Rights Reserved MiTek" MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 General Safety Notes Failure to Follow Could Cause Properly Damage. or Personal Injury. 1. •Additional stability bracing for.truss system, e.g. diagonal or X=bracing, is always required: See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative:Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. .Provide copies of this truss design to the building designer, erection supervisor,, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIfrPI 1. 7. Design assumes trusses will be suitably protected from -'the environment in accord. with ANSIlTPI 1. 8. Unless otherwise noted, moisture content of lumber :shall not exceed 19%, at time of fabrication. 9. Unless expressly noted, -this design is not applicable for use with fire retardant; preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 11. Plate type,:size, orientation and location dimensions indicated are minimum plating requirements. 2,.Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins.provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsiliility.of others. 16.'Do not out 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..ReJiewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSIIrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated. .