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HomeMy WebLinkAboutREVISION - BUILDING PERMITFA OFFICE USE ONLY: Q DATE FILED: PERMIT # l ©I �7� U REVISION FEE: ��® RECEIPT# isnR -I PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION SCq FORT PIERCE, FL 2) 46 553 2- 652 4h� APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION APR 3 0 2019 LOCATION/SITE FI E®PY ADDRESS: �� n 7 �' \ Q ND L b T � -k DETAILED DESCRIPTION OF PROJECT REVISIONS: t LTV 1=12 A i%Ju D G 0 1? c CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): STATE: OWNER/BUILDER INFORMATION: ST. LUCIE CO CERT. #: FAX: NAME: ('- r� ';' Qi e, % Air an I O ADDRESS: /, r, S i-11 pa_SY Fa r-) ri a 1)2. CITY: - STATE: Y L PHONE ( AYTINIE:'C 4-Z- FAX: _ ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC. 9123109 Revised 06130117 I ZIP: ZIP: ZIP: f ' OFFICE USE ONLY: ILE J��j� DATE FILED: - ®P PERMIT # (� �'� OyS 9 REVISION FEE: RECEIPT # IS�j o Y PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION ISI 2300 VIRGINIA AVEN FORT PIERCE, FL 34982 F� i (772)462.1553 f + APPLICATION FOR BUILDING PE + I aS10 s'� sb /14 PROJECT INFORMATION 3r LOCATION/SITE ADDRESS: 3 0-7 Acl"c C Lrcc r�I, A A� CFIVEr DETAILED DESCRIPTION OF PROJECT REVISION& iUr?w Al WE s4T1 CONTRACTOR INFORMATION: STATE of FL REG., BUSINESS NAME: QUALIFIERS NAlV CITY: /o. PHONE (DA' By mw APR 081018 cUCle Coin.&uceoeo4n�me�E #: N IA- , ST. LUCIE CO CERT. #: OWNER/BUILDER INFORMATION: NAME: kj- C ADDRESS: CITY: PHONE(DAYT ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 TE: (= j_ ZIP: A161 FAX: STATE: M..E ZIP: _nvs 6 t•I N C" CJ01 CJ02 00 C' CJ03 0w J01 J01 J01 JO1 J01 J01 J01 J01 J 0 1 J01 J01 J01 J01 O J01 0 O J01 u J01 J01 JO1 J01 J01 J01 J01 J01 CJ03 CJ02 0 0 9 O FCj01 ti vo U U U Hatch Legend im • I BRG. WALL Truss ��s(yn �C�)cL%hens 7Yr CLI "S� r d LA 1`I YS )Sr 30. —« 5� r O F IT j SCANNED 1-06-00 By St. Lucie County \J`�\ P .. C EAt .. 9 % 4/ GLL e ?J<:1_ STATE OF NOTES: 1.)REFER TO HIB 91 (RECOMMENDATIONS FOR HANDLING INSFAIATION AND TEMPORARY BRACING.) REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIRED. 2.)AII TRUSSES (INCLUDING TRUSSES UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED OR REFER OR DETAIL V10S FOR ALTERNATE BRACING REQUIREMENTS. 3.)ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. 4.)ALL TRUSSES ARE DESIGNED FOR 2' O.C. MAXIMUM SPACING UNLESS OTHERWISE NOTED. 5.)ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED LOAD BEARING UNLESS OTHERWISE NOTED. 6.)SY42 TRUSSES MUST BE INSTALLED WITH THE TOP BEING UP. 7.)BEAM/HEADER/LINFEL (HDR) TO BE FURNISHED BY BUILDER. Jacksonville PHONE 904 7724HDD FAX 90 772-1973 Tampa PHONE: 813 1-9831 FAX 813 "95B Freeport PHONE: 950-B35A541 FAX 850A354532 BUILDER: GONZALI ZAMUDIO LEGALADDRESS: SE CORNER OF ARNOLD & 38TH sr MODEL Remien: ZAMUDIO Re, By: DATE: DMM BY: 2/5/2019 1641717 JSER PRODUCT #'s 1630.2 - );p)0; ,�s���` N/A N;g° 1 ,ra,;,; . , . . .4 — �■ 1 ■_�ik'_4—th■ 901 .4�—i3 I■ 1 IN MIS ■_ 1-. —q ■ iY-iti � 4S1•Li�'.: � 44TK1=6�Ik/36F- :L\:I�lyci��li4 w_:t�is44 s3�wwwmw I ■—i ll l=l .I ■■ LOI ■- _-■ 901 Lol Coro 1 ■ 1. rem , 1 • �diaF.✓l`/d'f`i.�ii'.�`i'`3`l`..�!'I`fl`.41'!`%.{a�'.ififl'1..fliii.J.l•..{�;F.a•`./.I�!'f{}}.al'ri"'3.r'r.��{i'`1`./J1 f!`�.rfiJi�J'/`f..�'1.i�.J.JF..f.�%�.rF�i �{.��I�.�l'1`�ii'F.��.r�`�i��i�`fi'�i �l•��i �JFi`�If..�'iFfii�rf1`1��1'4.fifi�i'.aF1`.���.a{✓..f'�1`.f.11'�.�1`Jli��. 0 11 11 11 11 1 • 11 11 1 - oo-00-as Li. W W r N N M r N N J w a w n LW r Lq nil 0 MiTek' t a01r0q 5% RECEIVED Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. APR 112018 Permitting Department FT I : �n A� St, Lucie Counter - - RE: 1641717 - 1641717 1 1 MiTek USA, Inc. Site Information: 6904 Parke East Blvd.. a°�j 1tsj�OM Customer Info: GONZALO ZAMUDIO Project Name: ZAMUDIO RESIDENCE Moa a, F 41 5 Lot/Block: N/A Subdivision: ZAMUDIO RESIDENCE Address: 3707 ARNOLD ROAD, N/A City: FORT PIERCE State: FL SCANNED NName ame: Address and License # of Structural Engineer of Record, If there is one, for the buf�,� �tt°�g1C1e CflUD fy Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 19 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. I Seal# I Truss Name I Date INo. Seal# I Truss Name Date 1 1 T16735506 1 CJ01 4/9/19 118 IT167355231111 4/9/19 12_ _ 1 T16735507 1 CJ02 14/9/19 119 1 T16735524 I T12 14/9/19 1 13 1 T1 6735508 1 CJ03 14/9/19 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14 1 T1 6735509 1 HJ01 14/9/19 15 1 T1 6735510 1 J01 4/9/19 16 1 T16735511 1 PB01 1 4/9/19 17 1 T167355121 PB02 14/9/19 18 I T16735513 I T01 14/9/19 19 1 T16735514 I T02 4/9/19 10 1 T1 6735515 1 T03 14/9/19 11 4/9/19 12 T16735517 I T05 14/9/19 1.13 I T1673551 B 1 T06 14/9/19 114 I T16735519 I T07 14/9/19 115 IT16735520 I T08 14/9/19 16 _ 1 T16735521 I T09 14/9/19 17 1 T167355221 T10 14/9/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions) identified and that the designscomply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSUTPI 1, Chapter 2. till rr t Uq" SR P 34.��CEN'gF.y'L No 22839 :9 STA OF F :0.. <4: •,�S'`S��NA� �r1,�p Walter P. Finn PE No.22839 MITek U% Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL a3610 Date: April 9,2019 Finn, Walter I of 1 Job Truss Truss Type Oty Ply 1641717 T16735506 1641717 GJ01 Jack -Open 8 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Apr 9 09:43:04 2019 Page 1 IDZIR9n377jc4Swh7CwEeBYCmCXf-gTVhRrOPHLWj7YHkBb71CgW YJIKbf6y7YHpl zSUa5 -1-6-0 1-0.0 r - 1-6.0 1-0.0 Scale = 1:7.1 Plate Offsets (X,Y)-- 12:0-1-14,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 'BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB .0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 6lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS, (lb/size) 3=-8/Mechanical, 2=206/0-", 4=26/Mmhanical Max Hoe 2=44(LC 8) Max Uplift 3=-B(LC 1), 2=-127(LC 8), 4=-26(LC 1) Max Gmv 3=17(LC 8), 2=206(LC 1), 4=32(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=18ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except 01=11o) 2=127. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." No M39 �! O F lV SO %%- Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 9,2019 Job Truss Toms Type Oty Ply 1641717 ' r T76735507 1641717 GJ02 Jack -Open 8 1 Job Reference (optional) I Builders First Source, Plant City, FL- 32566. 0.22U 5 Nov 15 2U1 B MITek Industries, Inc. lue Apr 9 09:43:05 ZU19 Pagel ID:ZIR9n377jc4Swh7CwEe8YCzoCXf-1134BO12A6NK97Tlv7MIDMgl7f7(32uGBnlrMTzSUa4 Scale = 101.3 Plate Offsets (X Y)— (2-0-0-2 0-0-01 LOADING (psf) SPACING- 2-" CSI. DEFL in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Ved(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC O.OB Ved(CT) -0.01 4-7 >999 ISO BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MP Weight: 12 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=64/Mechanical, 2=236/0-8-0, 4=29/Mechanical Max Horz 2=71(LC 12) Max Uplift 3=-39(LC 12). 2=98(LC 8) Max Grav 3=64(LC 1), 2=236(LC 1), 4=49(LC 3) FORCES. (lb) - Max CompJMax. Ten. -All tomes 250 (Ib) or less except when shown. GRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst, h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-6-11 to 1-5.5, Interior(1) 1-5-5 to 2-11-4 zone;C-C for members and fames & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girdegs) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' -(ER P. No 22839 O R 1 Waiter P. Fins PE No.22839 MITek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 9,2019 Q WARNNG-vedyydesf spammele iemIREU) NOTES ON Ti NCLUDED UMSKREFERANCEPAGEMIP747hev. la=20156EFORE USE Design valid for use only with MBek®connectors, rhls design Is based only upon parameters shown, and Is for on Individual bulltling component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into me overall buldingdeslgn. Bracing Indicated B to bucWhg of hdMduol tons web and/or chord members only. Additional temporary and pe0nanentbrocing MiTek' prevent Is always requiretl for stabeity arW to prevent collapse wilt pcsable personal "and property damage. For general guidance regarding the erection and bracing of trusses and tams sy4ems seeANSVtpII Wamy Criteria. D5349 and 5051 Bu1dYlp Component 6904 Parke East Blvd.fobrlcotion.storage.delivery. Tampa, FL 33610 Safety Infomlatbnovalloble from Truss Flare Irtfltu re. 218 N. We Street Suite 312, Mexanddo. VA 22314. Job Truss Thus Type Oty Ply 1641717 ' T16735508 1641717 CJ03 Jack -Open e 1 Job Reference (optioned) Builders First Source, Plant City, FL-32566, 8.220 s Nov 16 2018 MiTek Industries, Inc. Tua Apr 9 09:43:06 2019 Scale=4:15.4 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(L) 0.05 4-7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matdx-MP Weight: 18 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (IWsize) 3=123/Mechanical, 2=306/0-8-0, 4=60/Mechanical Max Horz 2=105(LC 12) Max Uplift 3=-75(LC 12), 2=-100(LC 8), 4=-1(LC 12) Max Grav 3=123(LC 1), 2=306(LC 1), 4=89(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-6-11 to 1-5-5. Interior(l) 1-5-5 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 Ib uplift at joint(s) 3, 4 except at=lb) 2=100. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building coda." `'41%11111 to 1/4#11 E N SF�ti ` No 22839 ' :9 TE OF : k/� 'O OR 1' /ONAL ENCa�. 111 Walter P. Rnn PE No.42839 MITek USA, Inc. FL Cert 66N 6904 Parke East BNtl. Tampa R.33610 Date: April 9,2019 Job Truss Truss Type Oly Ply 1641717 ' T76735509 1641717 HJ01 Diagonal Hip Girder 4 1 Job Reference r Lionel Builders First Source, Plant City, FL - 32566, 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Apr 9 09:43:07 2019 Page 1 IDZIR9n3??jc4Swh?CwEeSYC=CXf.E2Bg4sOlaoM5aTHsOKggNrSuFxofXvgZe5nxQMzSUa2 -2-1-7 42-11 7-1-7 9-10-1 2-1-7 4.2-11 2-9-12-- - - Basis -1:22.7 ]d m oti 4%4 — NAILED NAILED NAILED NAILED NAILED 4-2-11 2-9-12 .LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Ven(LL) 0.21 7-8 >557 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Ven(CT) -0.37 7-8 >318 180 BCLL 0.0 ' Rep Stress [nor NO WB 0.23 Horz(CT) 0.01 6 Na n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 42 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 act pudins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=233/Mechanical, 2=47310-10-15, 6=2291Mechanical Max Horz 2=156(LC 22) Max Uplift 5=-106(LC 8). 2=-178(LC 4), 6=-76(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-920/240 BOT CHORD 2-8=303/870, 7-8=-3D3/870 WEBS 3-7=-956/333,.3-8=-04/302 NOTES- (8) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=18ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcumant with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except 01=lb) 5=106, 2=178. 6)'NAILED' indicates 3-1 Od (0.148'x3') or 2-12d (0.148'x3.25') toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead +Flood Live (balanced): Lumber Increase--1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-5=-60, 6-9=-20 Concentrated Loads (Ib) Vert: 7=-63(F=-32, B=-32) 4=-76(F= 38, B=-38) 8=-7(F=-4, B=-4) 12=58(F=29, B=29) 13=65(F=32, B=32) C E AI No 22839 Walter P. Finn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL a3610 Date: April 9,2019 OW4111ING-VerrtydesignperamefersandREAONOTESONTNISANDMCLUDEOMLIEKAIEFENANCEPAGENO74Mmiv HIM3,2VISBEFOREUSE. Design valid for use only with Mmek® connectors. IDh design Is based only upon parameters shown, and Is for an Individual building component, not a Muss system. Before use, the bulldIng designer must verity fie applicablllty of design parameters and properly Incorporate this design Into the overall building desgn. Bracing indicated h to prevent buckling of Individual truss web and/or chord members only.. Additional temporary and permanent bracing MiTek' h always required for stabOM and to prevent collapse wilh possible personal 4" and property damage. For general guidance regarding ire fabrication, storage. delivery. erection and bracing of trusses and truss systems saaANSVIPN Cuppty Criteria, DSS419 and SCSI Building Component 218 Street Suite 312. 69a4 Parka East Blvd. Tampa, FL 33610 Safety Informatbriwollable from Truss Rate Institute, N. We Alexandria. VA 22314. Job Truss Thus Type Oty Ply 1647717 _ ' T16735510 1641717 J01 Jack-Padial 46 1 Job Reference (optional) euilders First Source, Plant City, FL-32566, 3x4 = 8.220 s Nov 16 2018 MiTek Industries, Inc. Tus Apr 9 09A3:08 2019 Page 1 ID:Z1R9n377jc4Swh7C W Ee8YCzoCXf-IEICHCRwL5UyBcs2zl g3w2_4yL9HGOeitl W VyozSUal Scale=1:19.4 LOADING (psq SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.14 4-7 >581 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Ved(CT) -0.22 4-7 >372 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 24 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=180/Mechanical, 2=381/0-8-0, 4=87/Mechanical Max Horz 2=139(LC 12) Max Uplift 3=-109(LC 12). 2=-109(LC 12). 4=-2(LC 12) Max Gray 3=180(LC 1), 2=381(LC 1), 4=127(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18tt; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exlerior(2)-1-6-11 to 1-5-5, Intedor(1) 1-5-5 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer togirder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=109, 2=109. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 0`%111111111'r" EJVgF.yP No 22839 Walter P. flan PE No.12B39 MlTek USA, Inc. FL Cad 669 6904 Parke East Blvd. Tampa FL 33610 Date: April 9,2019 Q wARNWG-Verifydes/Snparzmefers9ad READ NOTES ON THISANG INCLUDED MITEKREFERANCEPAGEMB-7473Iay. I09320150EFORE USE Design valkl for use only with MBek® connectors. This design b based only upon parameters shown, and is for an Individual building component, not a muss Mtem. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into the overall bunding design. Brocing Indicated is to prevent buckling of Individual muss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabdcaaon. storage, delivery, erection and bracing of basses and muss Mtems seeµSVTPl1 WNBy Ciliate, D511-09 and 501 Building Component Safety InfarmaMplxaaiabl6 from Truss Rate Institute. 218 N. Lee Street Suite 312. Alexondrla. VA 22314. MiTek' 69U Parke East Blvd. Tampa, FL 3361 G Job Truss Truss Type City Ply 1641717 - T76735511 1641717 PB01 Piggyback 2 1 Jab Reference o tional • Builders First Source, Plant City, FL- 32566, 3x4 = B.220 s Nov 16 2018 MiTek Industries, Inc. Tue Apr 9 09:43:09 2019 Page 1 ID:ZIRgn3??jc4Swh?CwEeBYCzoCXf-ARJaUYRY6PcppmCEXkBISGXNjkXZ7r_s5PG2VEzSUaO Scale = 1:19.2 2x4 II 4 3x4 = 10 a _ 2x4 = 2x4 11 2x4 TOP CHORD UNDER PIGGYBACKS TO BE LATERALLY BRACED BY PURLINS AT 2-0-0 OC. MAX. TYPICAL. 11J-6 11-7.6 Plate Offsets (XY)— (3:0-2-0,0-2-111, f5:0-2-0,0-2-111 LOADING (pi SPACING- 2-M CSI. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(L-) Na - n/a .999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 7 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 331b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-7-6. Ili - Max Horz 1=22(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 7,8 except 2— 133(LC 12), 6=-125(LC 13) Max Gmv All reactions 250 lb or less at joint(s) 1, 7 except 2=384(LC 23), 6=384(LC 24), 8=282(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-31 34=-217/279, 4-5=-217/279, 5-6=-275/272 NOTES- (9) 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-4-9 to 3.4-9, Intedor(1) 3-4-9 to 3-9-11, Exterior(2) 3-9-11 to 11-2-14 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip D0L--1.60 3) Provide adequate drainage to prevent water pending. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This Mass 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) Provide mechanical connection (by others) of Muss to bearing plate capable of withstanding 100 lb uplift at joints) 1, 7, 8 except (jt=lb) 2=133. 6=125. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.° No 22839 *; * � S6Si LORA•v• p4S�ONAL E,`�� Walter P. Finn PE No.22839 MiTek USA, Inc. R. Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 9,2019 AWARNING -VenlydesignparamelersandREAOMOTES ONMISMDINCLUOEDM?KREFERANCEPAGEM6747drev.f00Yfa1SBEFOREUSE Design valid for use only with V ilais connectors. This design B based any upon parameters shown. and Is for an individual building component not a roes system. Before use, Me building designer must verify Me apiollcabYlty of design parameters and properly Incorporate the design into Me overall building design. Bracing Indicated a to buckling of Indidual Muss web and/or chord members only. Additional temporary and bracing MiTek' prevent permanent a always requlred for stability, and to prevent collapse Win possible personal Wury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of bursas and Muss wsfema seeANSUIPII Quo®v CObrb, VS689 and BCSI Building Component 69M Parke East Blvd. Salary bsformetionavaeable from Truss Flats Institute. 218 N. Lea Street Suite 312, Alexandria. VA 22314, Tampa, FL 33610 Job Truss Truss Type Ply=all 641717 PB02 Piggyback �Cry 2 Builders First Source, Plant City, FL-32566, 2x4 = 2x4 II US = 8.220 s Nov 16 2018 MiTek Industries. Inc. Tue ADr 9 09:43:11 2019 2x4 = Scale=1:18.9 11-7-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Mail Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a - Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WS 0.06 Horz(CT) 0.00 4 n/a rVa BCDL 10.0 Code FBC2017/rP12014 Matffx-SH Weight: 351b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SPNo.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All beadngs l l-7-6. (Ib) - Max Harz 1=34(LC 16) Max Uplift All uplift 100111 or less atjoint(s) 6 except 1=-158(LC 23), 5=-158(LC 24). 2=-180(LC 12). 4=-173(LC 13) Max Grav All reactions 2501b or less atjoint(s) 1, 5 except 2=421(LC 23). 4=421(LC 24), 6=354(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib).or less except when shown. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.1 B; MWFRS (envelope) and C-C Extenor(2) 0-4-9 to 3-4-9, Interior(1) 3-4-9 to 5-9-11, Extedor(2) 5-9-11 to 8-9-11, Interior(1) B-9-11 to 11-2-14 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load 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-M 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) 6 except at=lb) 1=158, 5=158, 2=180, 4=173.. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 00 %% ER'P I No 22839 �4�F •: O R N Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa M. 33610 Data: April 9,2019 ,&WARNING-1sn1ydesfgn,ramefersenEREADNO7ES ON MISANDINCLUDEOMIrEKBEPERANCEPAGEMX7MwJ 140341015SUORE USE Design valid foruse only with Mirk®connectors. This design L based only upon parameters shown. and Is for an Individual bWtling component, not a fuss system. Before use, Me 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 fss web and/or chord members only.. Additlonoi temporary antl permanent bracingIs L always required for stability and to prevent collapse with possible personal Injury antl property damage. For general guidance regarding thelxe fabrication storage. delivery, erection and bracing of trsses and fuss Mtems seeANSI/IPI7 Cua1Nv CMeM, DSB-89 antl BCSI Bulding ComponentSafely Eest BNtl. Informa6pnovaiiable from Truss Plate Institute. 218 N. Lee Steel, Suite 312, Alexandria. VA 22314. FL 33610 Job Truss Truss Type City Ply 1641717 • - T76735613 1641717 T01 HIP GIRDER 2 2 Jab Reference (optional) tlmlaersrirst Source, Plant Gny, rL-32566, 6.220 s NOV 162D18 MN eK Ineustnes, Inc. I us Apr 9 09:43:21 2019 Page 'ID:21R9n3??jc4Swh7CWEeBYCzoCXf-gkl7Ofb4H576FcLYEGP6xo1 DJaU1p3adsGAhvYzSUZq 6. 3- : S9-fi- 7 54 5 6 70.�-00 7-26 ~4- �0-0 F-1to_-fi37_10 { 0 7�0 - Scale=1:106.0 NAILED NAILED :NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 2x4 II NAILED NAILED NAILED NAILED NAILED S.OD 1 r12 Sx6 = NAILED NAILED _ Special NAILED NAILED Sx12 - 3x6 = 2.4 II NAILED 5xB =NAILED 3x6,= 2x4 II NAILED 4x12 5x6 = 3 4 30 31 32 33 S 34 35 6 367 37 38 39 408 41 42 9 4310 44 45 46 11 47 128 .�J1r aj 2 1314 .gyp 1 6 to 25 24 49 50 23 512253 52 M 55 21 5@0 58 57 59 19 60 61 62 631 65 1766 67 16 68 15 69 'ST1.5x8 STP= ST1.Sx8 STP= 4x6=NAILED NAILED Sz8 NAILED 2x411 NAILED 542= ST1.Sx8 STP= ST1.5x8 STP= 46 = 2x4 II NAILED 2x4 11 NAILED 4x6 NAILED NAILED 4x6 =NAILED 34 11 4x6 = US = Sx8 = NAILED NAILED NAILED NAILED NAILED NAILED Special Special NAILED NAILED NAILED NAILED NAILED NAILED FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN LOADING (psp TCLL 20.0 TCDL '10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-" Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20171-rP12014 CSI. TC 0.98 BC 0.93 W B 0.91 Matrix-MSH DEFL. in (too) Udefl Ud Vert(LL) 0.38 19-21 >999 240 Vert(CT) .0.6719-21 >700 180 Horz(CT) 0.03 16 n/a n/a PLATES GRIP MT20 244/190 Weight: 647 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 3-6,9-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. BOTCHORD 2x6SP No.2 WEBS 1Row at midpt 5-24,8-18 WEBS 2x4 SP No.3 *Except* 5-24,5-21,8-21,8-18,11-18: 2x4 SP No.2 REACTIONS. All bearings 0-8-0. (lb) - Max Horz 2=54(LC 31) Max Uplift All uplift 100 It, or less at joint(s) except 2=-1354(LC 20), 24=-2258(LC 5), 16=-2453(LC 4), 13=-1283(LC 19) Max Grav All reactions 250 lb or less at joint(s) except 2=523(LC 6), 24=5734(LC 19). 16=6261(LC 1). 13=493(LC 4) FORCES. (lb) - Max. Comps Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1691/4273, 34=-1546/3999, 4-5=-1546/3999, 5-7=-6135/2480, 7-8=-6135/2480, 8-10=-1749055, 10-11=-17491755,11-12=-1382/3616,12-13=-1501/3836 BOT CHORD 2-25=-3929/1623, 24-25=-3999/1651, 22-24- 968/2613, 21-22=-968/2613, 19-21=-2259/5835,18-19=-2259/5835,16-18=-5880/2369,15-16=-5880/2369, %`P��.......P. - WEBS 7255-946/ 8- 56?8224-11532/7 9� 670 8-18=-4358/1723878018=-95056/6750 ,��,,, 11-18=3200/8098, 11-16=-571612371, 11-15=-1189/3159, 12-15=-1864i774 F NOTES- (12) NO 22$39 •� 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: * �• Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs follows: 1 0-9-0 connected as 2x4 - row at cc. if front back face in LOAD CASE(S) Ply i ';D •.• OF •� 2) All loads are considered equally applied to all plies, except noted as (F) or (B) the section. to connections have been to distribute only loads noted as (F) or (B), unless otherwise indicated. . O • ply pmvided 3) Unbalanced roof live loads have been considered for this design. i��T�• p P,.•��,�� TCDL=4.2psf; Cat. II; B; Encl., -6. H [ �? 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; BCDL=3.Opsf; h=18ft; Exp 1S ��� grip DOL=1.60 Proide S E viadequate drainage 5) ilto prevent water 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. ' Walter P. Finn PE No22839 7) This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. MITek USA, Inc. R. Cert 6634 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1354 lb uplift at joint 2, 2258 lb uplift at 6904 Parke Fast Blvd. Tampa R.33610 joint 24, 2453 lb uplift at joint 16 and 1283 lb uplift at joint 13. Dale: 9) This truss has large uplift reaction(s) from gravity load case(s). Proper connection Is required to secure truss against upward April 9,2019 Mew 69M Parka East Blvd. Tampa, FL W610 b Truss Truss Type OtY PlyTJ,6b 717641717 �10 T01 HIP GIRDER 2 eference(.ptiinlaij Builders First Source, Plant City, FL - 32566. 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Apr 9 09:43:21 2019 Page 2 ID:ZIR9n3??jc4Swh?CwEe8YCzoC%f-gk170fb4H576FcLYEGP6xo1 DJaU1p3adsGAhvYzSUZq NOTES- (12) 10) 'NAILED' indicates 3-10d (0.148'x3') or 3-12d (0.148')3.25°) toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 315 Ito down and 242 lb up at 7-0-0, and 315 Ib down end 242 Ib up_ at 51-0-0_on top chord, end 268.Ib down and 127Ib up at 7-0-C and-2681b down and l27lb up at 50-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber lncrease=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60,3-12=-60, 12-14=-60, 2-13=-20 - Concentrated Loads (Ib) Vert: 3=-268(F) 6=-120(F) 12=-268(F) 25=-268(F) 15=-268(F)9=-120(F) 30=-120(F) 31=-120(F) 32=-120(F)33=-120(F) 34— 120(F) 35=-120(F)36=-120(F) 37=-120(F)38=-120(F)39=d20(F)40=-120(F) 41=120(F)42=-120(F)43=-120(F) 44=-120(F)45=-120(F)46=-120(F)47=-120(F)48=-120(F)49=-07(F)50=-67(F) 51=-67(F) 52=-67(F) 53=-67(F) 54=-67(F) 55=-67(F) 56=.67(F) 57=-67(F) 58=-67(F) 59=-67(F) 60=-67(F)61=-67(F) 62=-67(F) 63=-67(F) 64=-67(F)65=-67(F) 66=-67(F) 67=-67(F) 68=-67(F) 69= 67(F) Job Truss Truss Type City Ply 1641717 T16735514 1641717 T02 Hip 2 i Job Reference (optional) ounuem nrsl ovurce, riam ury, rL-azavb, B.ZZU S NOV 18 ZUId MI I ex Inausine9, Inc. I ue pLFIiKY{Y{�3F. Scale = 1:10&0 3.6 It 2x4 II 5.00 F12 6x8 i 3x6 = 3,6 = 3 4 532 6 7 5x8 = 5d) = 3.6 = 2x4 II 5x6 = 8 9 1033 11 12 1314 24 23 22 21 20 19 18 17 16 15 4x6 = ST1.Sx8 STP = 3x6 = SX8 = 2x4 11 5x12 = STI.5x6 STP = 4x6 = 6x8 — 5x6 = 4x6 = 3x6 = 3x6 II 2x4 II LOADING (psQ SPACING- 2-" TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0Rep Stress lncr YES BCDL 10.0 .Code FBC2017fFP12014 CS1. TC 0.95 BC 0.84 WB 0.95 Matfii DEFL in (loc) Vde8 Lid Vert(LL) 0.35 15-30 >354 240 Vert(CT) -0.6415-00 >192 180 Horz(CT) 0.03 16 Na Na PLATES GRIP MT20 244/190 Weight: 2831b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 -Except- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 4-6,6-9: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-5-13 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5-21, 8-21, B-18, 11-18, 4-22 WEBS 2x4 SP No.3•Except• 4-22:2x4 SP No.2 REACTIONS. All bearings 0-8-0. (III - Max Horz 2= 66(LC 13) Max Uplift All uplift 100lb or less at joint(s) except 2=658(LC 24), 24=-873(LC 8), 16=-683(LC 9). 13=-205(LC 13) Max Gmv All reactions 2501b or less at joints) 2 except 24=2906(LC 1), 16=2095(LC 23), 13=276(LC 1) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-935/2144, 3-4=-754/2073, 4-5=-1072/678, 5-7=-2542/1361, 76=-2642/1361, 8-10=-1704/1037,10-11=-1704/1037,11-12=-1761791, 12-13=-261/889 BOT CHORD 2-24=-1931/1012, 22-24=-1729/954, 21-22=-416/1072, 19-21=-1242/2784, 18-19=-1242/2784,16-18=-791/355,15-16=-791/355,13-15=-795/358 WEBS 3-24=-725/756, 5-22=-1224/730; 5-21=-761/1649, 721=-452/319, 8-21=-276/160, 11-18=-1119/2489, 11-16=-1787l928, ,PI 4 24=- 302/ 31, 4-22�-1526/3098��22/333, ,,,`P.�ER z ,,, NOTES- (7) v • •\CEMg••:�yL 1) Unbalanced roof live loads have been considered for this design. ��� V F i ••, 0 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=18ft; Cat. II; Exp B; Encl., NO 22839 ••�. GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -16-11 to 4-2-15, Intedor(1) 4-2-15 to g-0-0, Extedor(2) 9-0-0 to 17-2-7, * Interior(1) 17-2-7 to 49-0-0, Extedor(2) 49-0-0 to 57-4-3, Interior(1) 57-4-3 to 596-11 zone;C-C for members and forces & MWFRS for Lumber DOL=1.60 DOL=1.60 reactions shown; plate grip 3) Provide adequate drainage to prevent water ponding. t 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcumant with any other live loads. 5) • This truss has been designed for a live load 20.0psf the bottom in 3-6-0 tall by 2-0-0 i •, A F i 0 of on chord all areas where a rectangle wide will fit between the bottom chord and any other members. ��n •• Q Q:• 6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 658 lb uplift at joint 2, 873lb uplift at ��� `s • 0 R 1 plate joint 24, 63 lb uplift at joint 16 and 205 lb uplift at joint 13. �j is/�•�•�••����� ONAX,,,`�.& 7) 'This manufactured is designed individual building The this for product as an component. suitability and use of component any fill particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.* 11, - Walter P. Finn PE No.22839 MRek UK Inc. FL Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Date: April 9,2019 Q WARNING -1sNsy EeslgnparemefemanOREAO NOTES ON THISANO INCLUOEOMBEKIEFERANCEPAGEMIJiMM rev. I,210.'Y{015BEFORE USE Design valid far use onlywith Mnek®connectors. this design Is based only upon parameters shown antl s for an Individual building component, not a thus system. Before use. me building designer must verify the applicability of design parameters and properly Incorporate this design Into the Overall buildingdeslgn. Bracing indicated Itoprevent buckling ofindividual husweb and/or chord members only. Additbndl mporaryancipermonentbradng Is always recurred for stability and to prevent collapse with possible personal N1ury and property damage, For general guidance regarding the fobrica3on. storage, delivery, erection and bracing of busses and thus systems seeANSM11 Quality CMeda, DS349 and BCSI Building Component Safety Infoanalbnowslable from Truss Rate Institute. 218 N. Lee Sheet Suite 312. Alexandria. VA 22314. ��- MOW 69N Parke East Blvd. Tamps, Fl- 33610 I Job Thus Thus Type Oty Ply 1717 ' T16735515 FJ06bRe1erence(OPtU3naIJ 1641717 T03 Hip 2 1 burners Ylrst bource, Ylant Glty, rL-32be5, 6.22U s NOV I 2U16 MI I eK InmlSlneS, Inc. I ue Apr 9 09:43:262019 Page 1 ID:21 R9n3?7jc4Swh?CW Ee6YC20CXf-AIgO3MfC5dmOLNEVi p7Herk7wbG7UKYMOYtSalzSUZI 50.6-12 143- BA-0 tt-0-0 180.8 24-11d 333 12 2-2 47-0-0 4 -0. -0 5e0 9-& -fi- 8<-0 2-81 ]-0-8 e10.12 ]4452J-3 0- -9 40.]-1-8 6-9-14 VB-o 7.5-4 -6 2-10-11 scale -1:106.0 3x6 = Special 3x6 = 6x8 = 2x4 II US = 3x8 = 2x4 II 5.00 12 Sxe 4 Spacial Sxfi = 3 4 5 31 6 7 32 33 8, g 10 11 o.n MIN ST1.5x8 STP = 46 = 24 23 22 21 20 19 ST1.5x8 STP = 4x6 = 5x8 = 3x8 II 5xfi = 6x8 = 2x4 11 14 18 17 16 15 2x411 5x12= STI.Sxe STP = ST1.Sxe STP= 4x6 = 6x8 = 4x6 = 8-4-0 11-0.0 18.0.8 2111-4 32zls-7-3 - 11 12 40-2-2 47a-81n-0 58A0 a-a-n �2-a-n F- zn-a I 6.1n.1a I zn.. 9a-1 71 m.n.n � Plate OOsets(X,Y)-- r4:0-6-4,0-2-121 rB:0-3-8,0-1-81 f11:02-00-2-41 rl5:0-3-80-3-121 r21:0-2-BO-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 VerI LL) 0.25 18-20 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.49 18-20 >952 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.93 Horz(CT) 0.03 15 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 330 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 9-11: 2x4 SP No.2, 7-9: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 •Except- 19-22: 24 SP No.2 WEBS 2x4 SP No.3 *Except* 4-21,6-21,11-17,8-17: 2x4 SP No.2 REACTIONS. All bearings 0-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 6-21, 11-17, 8-17 (lb) - Max Horz 2=79(LC 12) MaxUplift All uplift 100 Ib or less at joint(s) except 2=-721(LC 24), 24=-811(LC 9). 15=734(LC 8), 13=-322(LC 23) Max Grav All reactions 250 lb or less at joint(s) 2, 13 except 24=3187(LC 1), 15=2863(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250'(lb) or less except when shown. TOP CHORD 2-3=-96W2361, 3A=-148/636, 4-5=-1620/836, 5-6=-1620/836, 6-8=-2965/1300, 8-10=-1260/664, 10-11=-1260/664, 11-12= 543/1460,12-13=-459/1330 BOT CHORD 2-24=-2116/1057, 23-24=-211611057, 21-23=-6421451, 20-21— 1001/2965, 18-20=-1001/2965,17-18=-1001/2965,15-17=-1039/648,13-15=-1203/589 WEBS 3-24=-2847/1324, 3-23=-998/2445, 4-23— 1894/861,4-21=-1176/2670, 5-21=-431/385, 6-21=-1669/585, 10-17=-399/367,11-17=-1203/2719,11-15=-2341/1091, 12-15=-340/373, 8-18— 183/665, 8-17= 2100/789, 6-20=-101/496 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-6-11 to 4-2-15, Intedor(1) 4-2-15 to ll-C-0, Extedor(2) 11-0-0 to 19-2-7, Intedor(1) 19-2-7 to 47-", Extedor(2) 47-0-0 to 55-2-7, Intedor(1) 55-2-7 to 59-6-11 zone;C-C for members and fames & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with SCDL= 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 721 Ib uplift at joint 2, 811 lb uplift at joint 24,734 lb uplift at joint 15 and 3221to uplift at joint 13. 7)'This manufactured product is designed as an individual building component. The suitability and. use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard ,`IIp11111Jry/�, ,% W� ,JER P. �J E/Vg��'Y No 22839 ice" '0E OF C? . SF /ONA%11% Walter P. Finn PE No22839 MITek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ADril 9.2019 Job Truss Truss Type City Ply 1641717 ' T76735515 1641717 T03 Hip 2 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.220 s Nov 162018 MiTek Industries, Inc. Tue Apr 9 09:43:262019 Page 2 ID:ZIR9n377jG4Swh7CwEe8YCmCXf-AIgO3MfC5dmOLNEVI p7Herk7wbG7UKYMOY1SaIZSUZI LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 - Unifonn Loads (plf). - - Vert: 1-4=-60, 4-11— 60, 11-14=-60, 2-20=-20, 18-20=-80, 13-18=-20 Concentrated Loads (lb) Vert: 32= 75 33=-75 ,&WARNING-Ven/y desJRnpammefessand READ NOTES ON MIS AND INCLUDEDMUEKREFERANCEPAGEM&M" rev. f111M,2015BEFOREUSE Desgn valld for use only with Mgek® connectors this design Is based only upon parameters shown. and Is for an IndIvldual building component, not o trues system. Before use, the building designer must verify the applicability, of design parameters and properly incorporate this tleslgn Into the overall building design. Bracing Indicated is to prevent bucking of indNldual huss web and/or chord members only. Additional temporary and permanent bracing is clways required forstablllly and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems. seeANSI/IPII QDaMy CltleAo, DSB49 and BCSI euldIng Component Safety Inkormatbsnvoiloble from Truss Plate Institute. 218 N. We street Suite 312, Alexondrla, VA 22314. MiTek' 6904 Parke Ent Bind. Tampa, FL M610 Job Tnus Truss Type Oty Ply 1641717 ' T16735516 1641717 T04 Hip 2 1 Job Reference o floral Builders First Source, Plant City, FL - 32556, 8.220 a Nov 16 2018 MITex industries, Inc. Tue Apr ID:ZIR9n377Ic4Swh7CWEeBYCzoCXf-75ymU2gTdFO6bhNu8E11jG1 1-& 8-0-0 13.0.0 -. 18-11-10 24-11-4 3&0.12 39.0.6 45-0.0 47-8.0 50.9-6 58-C -8- 8-4-0 4&0 5-71-10 511-10 8-1-8 5-11-10 5-1140 2-8-0 3-1-6 ]-2- Special Special 5.00 12 5z8 2x4 II 3x6 = 3x8 = 3.6 = 2.4 II 5x3 4 5 32 6 337 34 a 35 9 10 11 d 'i Mil MEN PMP 11 MIMI MINIM r M= ST1.5xS STP = 4x6 = 25 24 23 22 21 20 19 18 17 16 15 ST1.5x8 STP = 5x6 = US = 6x8 4.10 MT20HS = 2x4 11 6xe = 5x6 = ST1.Sx8 STP = 3x8 11 2x4 11 2x4 11 4x6 = 8-0-0 13-0-0 18-11-10 24-11-4 33.0-02 39-0-6 450.0 47-&0 58.0.0 a.e.n { e.an asssn asssn as.a asssn ass-sn a-a.n sn.n.n Scale=1:106.0 14 STI.5x8 STP = 41B = Plate Offsets (X Y)— f4:0-6-0 0-2-81 r10:0-6-00-2-81 f l3:0-4-13 0-1-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.35 19-21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.67 19-21 >702 180 MT20HS 1871143 BCLL 0.0 Rep Stress [net NO WB 0.93 Horz(CT) 0.07 13 rda We BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight 344 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 *Except* 7-10,4-7: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-9 0o putting. BOT CHORD Rigid ceiling directly applied or "F0 oc bracing. WEBS 1 Row at micipt 4-22, 6-22, 8-18, 10-18 (lb) - Max Hoa 2=-91(LC 13) Max Uplift All uplift 100 lb or less at joint(s) except 2=-272(LC 24), 25=-721(LC 9), 15=-415(LC 8), 13=-261(LC 9) Max Gmv All reactions 250 lb or less at joint(s) 2 except 25=2929(LC 1), 15=1729(LC 24), 13=899(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown. TOP CHORD 2-3=-513/1245, 3-4=-1075/592, 4-5=-2505/1241, 5-6=-2505/1241, 6-8=3816/1748, 8-9=-3021/1490,9-10=-3021/1490, 10-11=-15521811, 11-12=-1428/705,12-13=-1633/770 BOT CHORD 2-25=-1068/636, 24-25=-1068/636, 22-24=-222/890, 21-22=-1399/3816, 19-21=-1399/3816,18-19= 1399/3816,16-18=379/1311,15-16= 392/1337, 13-15=-571/1432 WEBS 3-25=-2654/1299,3-24=-1018/2441,4-24=-1342/633,10-16=-1005/476, 11-15=-493/316, 8-19=-66/408, 6-21=-230//59,4-22=-965/2175, 5-22=-300/317, 6-22=-1852/690, 8-18=-1142/394,9-18=383/353, 10-18=-1025/2309 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0pst h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exierior(2)-1.6-11 to 4-2-15, Intedor(1) 4-2-15 to 13-0-0, Exterior(2) 13-0-0 to 21-2-7. Interior(1) 21-2-7 to 45-0-0, Exterior(2) 45-0-0 to 53-2-7, Intedor(1) 53-2-7 to 59-6-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss. has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 272 lb uplift at joint 2, 721 Ib uplift at joint 25, 41516 uplift at joint 15 and 261 lb uplift at joint 13. 8)'This manufactured product is designed as an individual building. component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard %still 1111//1j1 P�..ER P. F� 1eO �.v...El11s�.�ti,��i�. No 22839 f `7 _ Water P. Finn PE No.22839 NLTek USA, Inc. FL Celt 66M 6904 Parke East Blvd. Tampa FL a3610 Date: April 9,2019 O WARNING -Verity design peranreters end READ NOTES ON THIS AND INCLUD£DMITEKREFERANCE PAGEM6T470 rev. faTne015 BEFORE USE Design valid for use only with Mnek® connectors. Ms design Is based only upon parameters shown. and Is for on Individual building component not a truss system. Before use, the bustling designer must ved the applicability of design parameters and properly Incorporate Me design Into the overall building design. Brochg indicated is to prevent budding of Individual truss web and/or chord members only.. Additional temporary and permanent bnachg Is always required for stability end to prevent collapse with possible personal nury and property damage. For general guidance regarding the storage, delNery, creation and bracing of trusses and truss systems seeANSVO'II Quality Criteria, DS949 and BCSI building Component Seh1y, Infermef onwailoble from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. WOW 6904 Pe05e East Blvd.fabrication, Tampa. FL 343610 Job Truss Truss Type City Ply 1641717 ' T16735516 1641717 TO4 Hip 2 1 Job Reference (options[) Builders First Source, Plant City, FL - 32566, 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Apr 9 09:43:28 2019 Page 2 ID.7JR9n377jo4Swh7C W EeBYCwGXf-75ymU29TdF06bhNu8E11jGpT2Px7yD4ITsMYfezSU7j LOAD CASE(S) Standard 1) Dead +Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 U_nifonn_ Loads.(pll), _ Vert: 1-4=-60,4-10=-60, 10-14=-60,2-21= 20, 19-21=-80, 13-19=-20 Concentrated Loads (Ib) Vert: 33=-75.34=-75 OWMNOIG-Vedlydeslgn,uamatemand REAONOTES ON TNISMOOICLUOEOURElfREFERANCEPAGEUX74T3mv. 1003140159EFORE USE Design valid for use only with MIFek® connectors. This design 6 based only upon parameters shown, and Is for an individual buliding component, not a truss system. Before use, the building designer must verify Me applicability of design parameters and properly Incorporate this design Into the overall bustling design. Bracing Indicated b to prevent bucking of individual truss web and/or chord members only.. Additional temporary and permanent bracing B always required for stability, and to prevent collapse wiM possible personal mwy and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems seeANSIR911 Qualify CMrrda, D3349 and SCSI Suldbp Component Safety Informal and ailoble from Truss Plate Institute, 218 N. Lee Sheet. State 312. Alexandria. VA 22314. MiTek' 6904 Parke East BNd. Tampa, FL 33610 Job Truss Truss Type Oty Ply 1641717 ` T16735517 1641717 T05 Hip 2 1 Job Reference (optional) Builders First Source, -Plant City, FL- 32566, 8.220 s Nov 16 2018 MiTek Inc. Tue Aor 909:43:302019 5.a0 12 5.6 = Special 2x4 11 _ 5x6 � 3x6 = 2.4 11 Special 3z6 5x6 = Scale= 1-.108.0 25 2423 37 3B 22 21 20 39 40 1918 17 ST1.5x8 STP= ST1.5x8 STP= 5x12= 5x8= ST1.5x8 STP= ST1.5xB STP= 358 II 5x6 = 8-0-0 8.4.0 -8-4-14 I 8-1-82 31:0 47--4 488--00 fi00 5140 9--1.0 Plate Offsets (X,Y)- (5:0-3-0,0-2-41. (11:0-3-0.0-2-41, f 17:0-3-0.0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lac) Vol Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.20 20-22 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.3820-22 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.76 Horz(CT) 0.03 17 Na n/a BCDL 10.0 Code FBC2017fTP12014 Matri%-M$H Weight: 346 lb FT=20% LUMBER - TOP CHORD 2x4 SP NO.2 *Excel 5-8:2x4 SP M 31, 1-4,8-11: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 'Except' 21-23:.24 SP No.2 WEBS 2x4 SP No.3 *Except* 3-24: 2x4 SP No.2 REACTIONS. All bearings 0-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purims. BOTCHORD Rigid ceiling directly applied or 6-0-0oc bracing. WEBS 1 Row at midpt 3-24.6-24, 1D-18 (lb) - Max Hoe 2=-104(LC 13) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-378(LC 26), 25=-685(LC 9), 17=-615(LC 8), 15=-114(LC 13) Max Gmv All reactions 2501b or less at joints) 2, 15 except 25=2885(LC 1), 17=2576(LC 24) FORCES. (Ib) -Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-622/1547, 3-5=-1204/618, 5-6=-f044/638, 6-7=-2762t1265, 7-9=-2762/1265, 9-10=-2762/1265,10-11=-831/533,11-13=-942/521,13-14=-234f747,14-15=-044/564 BOT CHORD 2-25=-1357f731, 24-25=-1357f731, 22-24=-654/1976, 20-22=-885/2762, 18-20=-602f1866, 17-18=-671/486,15-17=-486/296 WEBS 3-25=-2622/1304,3-24=-1057/2682,13-18=-796/1968,13-17= 2088/984,14-17=-333(256, 9-20=-5531218,7-22=-525/200,6-24=-1533f718,6-22=-382/1285,10-20=-063/1465, 10-18— 1687/790 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-6-11 to 4-2-15, Intedor(1) 4-2-15 to 15-0-0, Exte6or(2) 15-0-0 to 23-2-7, Intedor(1) 23-2-7 to 43-0-0. Extedor(2) 43-M to 50-10-13, Interior(1) 50-10-13 to 59-6-11 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 4x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 lb uplift at joint 2, 685 lb uplift at joint 25, 6151b uplift at joint 17 and 114 Its uplift at joint 15. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14. 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 hastlave been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' SR P %% V% ...E N,I tFiN�L No 22839 O• A F• •��. %% J. Walter P. Finn PE fft 228:ii9 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 9,2019 LUAU LAaMka) Standard Q WARNNG- Veriydesignperametersand READ NOTES ON TN6ANDOJCLUDMUTEEKR£FERANCEPAGEM 7477rei, 169 ISBEFORE USE Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the bu idIng designer must verity the applicability of tleslgn parameters and properly Incorporate this design into the overall 7 buildingtleslgn.&acingIndicatedistopreventbuckingofMdMdualtonsweband/or chord members only. Additional temporary and permanent bracing MiTek- a always required for stolar y and to prevent collapse wish possible personal Injury and property damage, For general guidance regarding the fabrication, storage, dellvery, creation and bracing of trusses and hus systems see/0a9UtpI1 Quality CreedalDSB-09 and SCSI I1ull Component 69N Parke East BNd. Safety Infonnalbmvaloble from Truss Plate Insartule, 218 N. Lee Sheet. Suite 312, Alexandro. VA 22314. Tampa. FL W610 Jab Truss Truss Type Cry Ply 1641717 " T16735517 1641717 T05 Hip 2 1 Job Reference o banal Builders First Source, Plant City, FL .32566, 8.220 s Nov 16 201E MiTek Industries, Inc. Tua Apr 9 09:43:30 2019 Page 2 IDOR9n37?jc4Swh?CWEeeYCzoCXf-3T4Wvkij9sGgq9XHG13Dphm5CckOAHmAMW zSUZh LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 _ Uniform .Loads .(plQ Vert: 1-5=-60, 5-11=60, 11-16=-60, 2-22=-20, 20-22=-80, 15-20=-20 Concentrated Loads (lb) Vert: 33=-75 34=-75 2) Dead +0.75 Roof Live (balanced) +0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-5=-50, 5-11=-50, 11-16=-50, 2-37=-20, 37-38=-50, 22-38=-20, 20-22=-102, 20-39=-20, 39-40=-50, 1530=-20 Concentrated Loads (lb) Vert: 33=-75 34=-75 3) Dead+ Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 1-5=-20, 5-11=-20, 11-16=-20, 2-22=-40, 20-22=-85, 15-20=-40 Concentrated Loads (Ib) Vert: 33= 75 34= 75 4) Dead +0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plQ Vert: 1-2=95, 2-30=56. 5-30=37, 5-32=52, 11-32=42, 11-14=56, 14-15=37, 15-16=29, 2-22=-6, 20-22=32, 15-20=-6 Horz: 1-2=-103, 2-30=-65, 5-30=46, 11-14=65, 14-15=46, 15-16=37 Concentrated Loads (Ib) Vert: 33=-7534=-75 5) Dead +0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plQ Vert: 1-2=29, 2-31=37, 5-31=56, 535=42, 1135=52, 11-36=37, 1536=56, 15-16=95, 2-22=-6, 20-22=32, 15-20=-6 Horz: 1-2=-37, 2-31=46, 5.31=.65, 1136=46, 15-36=65,15-16=103 Concentrated Loads (lb) Vert: 33=-7534=-75 6) Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (toll) Vert: 1-2=-6, 2-5=42, 5-11=-38, 11-15=42, 15-16=-34, 2-22=-20, 20-22=-67, 15-20=-20 Horz: 1-2=-14, 2-5=22, 11-15=-22, 15-16=-14 Concentrated Loads (I s) Vert: 33=-75 34=-75 7) Dead +0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll) Vert: 1-2=-34, 2-5=42, 5-11=-38, 11-15=-42, 15-16=-6, 2-22= 20, 20-22=67, 15-20=-20 Horz 1-2=14, 2-5=22, 11-15=-22, 15-16=14 Concentrated Loads (lb) Vert: 33=.75 34= 75 8) Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plQ Vert: 1-2=41, 2-5=21, 5-11=32, 11-15=22, 15-16=13, 2-22=6, 20-22=14, 15-20=6 Ho¢: 1-2=49, 2-5=-30, 11-15=30, 15-16=22 Concentrated Loads (lb) Vert: 33= 75 34= 75 9) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plQ Vert: 1-2=13, 2-5=22, 5-11=32, 11-15=21, 15-16=41, 2-22=6, 20-22=14, 15-20=-6 Horz: 1-2=22, 2-5=30, 11-15=30, 15-16=49 Concentrated Loads (lb) Vert: 33=-75 34=-75 10) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plQ Vert: 1-2=1, 2-5=-7, 5-11=4, 11-15=-7, 15-16=2, 2-22=-20, 20-22=-56, 15-20=-20 Horz 1-2=-21, 2-5=-13, 11-15=13, 15-16=22 Concentrated Loads (lb) Vert: 33=-75 34=-75 11) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll) Vert: 1-2=2, 2-5=-7, 5-11=4, 1 1-15=-7,15-16=1, 2-22=-20, 20-22=-56, 15-20=-20 Horz: 1-2= 22, 2-5_ 13, 11-15=13, 15-16=21 Concentrated Loads (Ib) Vert 33= 75 34= 75 12) Dead +0.6 MWFRS Wind (Pas. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (toll) Vert 1-2=24,2-5=32,5-11=17,11-15=17,15-16=9,2-22=-6,20-22=14,15-20=-6 Harz: 1-2=-32, 2-5=41, 11-15=26, 15-16=17 Concentrated Loads (lb) Vert: 33=-75 34=-75 13) Dead +0.6 MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plQ Vert: 1-2=9, 2-5=17, 5-11=17, 11-15=32, 15-16=24, 2-22= 6, 20-22=14, 15-20= 6 Horz: 1-2=-17, 2-5=-26, 11-15=41, 15-16=32 Concentrated Loads (lb) Vert: 33= 75 34=-75 AWARNING -VedrydesrgnperameremandREADNOTES ONTNISANDINCLUDEOMREKREFERANCEPAGEMAT4TJmv.l6bSQ015BEFORE USE. Design valid for use only with Mmekal connectors. The design Is based only upon parameters shown, and Is for an IntlNidual building component, not a huss 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 bucMing of Individual truss web and/or chard members only.Addilimal temporary and permanent bracing MiTek' prevent Is always required for stabllity and to prevent collapse with possble personal lnlury and property damage. For general guidance regarding Me fabricatiom storage, delivery, erection and bracing of husses and truss systems, seeANSVRII GaafRy CrReM. DSB-89 and BGS] Building Component 69U Parke East Blvd. Safety Informafbnovallable from Truss Plate Institute. 218 N. We Sheet Suite 312, Maxondria. VA 22314. Tampa. FL 33610 Truss Truss Type Cry Ply 1fi41717'T16735517 L1641717 �T05 Hip 2 1 Joh Reference (optionaQ _ Builders First Source, Plant City, FL - 32566, 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Apr 9 09:43:30 2019 Page 3 ID:ZIR9n3??jc4Swh?CWEe6YCzOCXf-3T4Wvkij9sGgq?XHGf3Dph"SCckOAHmAlW zSUZh LOAD CASE(5) Standard 14) Dead +0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf). -- Vert: 1-2=24, 2-5=32, 5-11=17, 11-15=17, 15-16=9, 2-22=-6, 20-22=14, 15-20=-6 Horz: 1-2=-32, 2-5= 41, 11-15=26, 15-16=17 Concentrated Loads (lb) Vert: 33=-75 34=-75 15) Dead +0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-5=17, 5-11=17, 11-15=32, 15-16=24, 2-22=-6, 20-22=14, 15-20=-6 Horz: 1-2=-17, 2-5=-26, 11-15=41, 15-16=32 Concentrated Loads (lb) Vert: 33=-75 34=-75 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1 at Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=12, 2-5=4, 5-11=-11, 11-15=-11. 15-16=-3, 2.22=-20, 20-22= 56, 15-20= 20 Horz: 1-2=-32, 2-5=-24, 11-15=9, 15-16=17 Concentrated Loads (lb) Vert: 33=-75 34=-75 17) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-3, 2-5=-11, 5-11=-11. 11-15=4, 15-16=12, 2-22=-20, 20-22=-56, 15-20=-20_ Horz: 1-2= 17, 2-5= 9, 11-15=24, 15-16=32 Concentrated Loads (Ib) Vert: 33=-7534=75 18) Dead+ Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-5=-20, 5-11=-20, 11-16=-20, 2-37= 20, 37-38=-60, 22-38=-20, 20-22=-90, 20-39=-20, 3940=-60, 15-40=-20 Concentrated Loads (lb) Vert: 33=-7534=-75 19) Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Ing Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-34, 2-5=40, 5-11=-32, 11-15=-40, 15-16=-34, 2-37=-20, 37-38=-50, 2228=-20, 20-22= 107, 20-39=-20, 3940=-50, 15-40=-20 Horz: 1-2=-16, 2-5=-10, 11-15=10, 15-16=16 Concentrated Loads (lb) Vert: 33=-75 34=-75 20) Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Ing Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-34, 2-5=40, 5-11=32, 11-15=-40, 15-16=-34, 2,37=-20, 37-38=-50, 22-38=-20, 20-22=-107, 20-39=-20, 3940=50, 15-40=-20 Horz: 1-2=-16, 2-5=-10, 11-15=10, 15-16=16 Concentrated Loads (lb) Vert: 33=-7534=-75 21) Dead +0.75 Roof Live (bal.)+.0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Ing 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2= 26, 2-5=-32, 5-11=43, 11-15=-43, 15-16=-37, 237=-20, 3738=-50, 22-38=-20, 20-22= 107, 20-39=20, 3940=-50, 1540=-20 Horz: 1-2=-24, 2-5- 18, 11-15=7, 15-16=13 Concentrated Loads (lb) Vert: 33=-75 34= 75 22) Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-37, 2-5=-43, 5-11=43, 11-15=-32, 15-16=-26, 2-37=-20,3738=-50, 22-38=-20, 20-22=-107, 20-39=-20, 3940=-50, 1540=-20 Horz: 1-2=-13, 2-5=-7, 11-15=18, 15-16=24 Concentrated Loads (lb) Vert: 33=-75 34=-75 23) 1st Dead+ Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-5=-60, 5-11=-60, 11-M -20, 2-22=-20, 20-22=-80,15-20=-20 Concentrated Loads (lb) Vert: 33=-75 34=-75 24) 2nd Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-5=-20, 5-11= 60, 11-16=-60, 2-22=-20, 20-22=-80, 15-20=-20 Concentrated Loads (lb) Vert: 33=-75 34=-75 25) 3rd Dead +0.75 Roof Live (unbalanced) +0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plQ Vert: 1-5- 50, 5-11=-50, 11-16=-20, 2-37=-20, 37-38=-50, 22-38=-20, 20-22=-102, 20-39=-20, 3940=-50, 1540=-20 Concentrated Loads (lb) Vert: 33=-75 34=-75 26) 411h Dead +0.75 Roof Live (unbalanced) +0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-5=-20, 5-11=-50, 11-16=-50, 2-37=-20, 37-38=-50, 2238=-20, 20-22=-102, 20-39=-20, 3940=-50, 1540=-20 Concentrated Loads (lb) Vert: 33= 7534=-75 QWARNWG- VeAtydesrgepmeelefenanLREAO NOTES ON THMANOINCLUOEOMfrEKREFERANCEPAGEMU74nmv. 1MW1015REFORE USE. Design valid for use only with MiTek® connectors. This design 6 based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the bullding designer must verity the appllcobYlty, of design parameters and proper y Incorporate this design Into the ovemli building design. Bracing indicated is to budding of InOMduai truss web members only.. Additional temporary and permanent bracing MiTek' prevent and/or chord Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabtication, storage, delivery. erection and bracing of trusses and truss systems seeANS1/IPII Duality CMnia. D3549 and SCSI Building Component 69N Parke East Blvd. Tampa, FL 33610 Safety Informatienovatioble from Truss Hate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Truss Type 717 �Job ' �T065s ��Jlql T16735518 717 Hip eference o tional V condom First Source, Plam Ulty, FL - 32bbb, 5.00 F12 Special 2x4 II 5x8 2x4 11 3x6 = Special 5 6 30 31 327 a 32 d.2ZU S NOV la zUl6 MI I eK 5xB = 9 Inc. Iue Apr uuv;4J:31 zuiu Scale = 1:108.0 0 23 22 21 35 20 11) 18 41 17 lb 15 ST1.5x8 STP= ST1.5x8 STP= 5x12 = 5x6 = ST1.5x8 STP= ST1.SxB STP= 3x6 II 6xa = LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor NO Code FBC2017/TP12014 CSI. TIC 0.99 BC 0.74 WB 0.99 Matrix-MSH DEFL. Ven(LL) Vert(CT) Horz(CT) in (too) Vdefl Ud -0.16 18-20 >999 240 -0.42 18-20 >999 180 0.02 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 342 lb FT=20%- LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 7-9: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-0-0 act bracing. BOT CHORD 2x6 SP M 26 -Except' 19-22: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=-7/0-8-0, 23=2696/0-8-0, 15=2462/0-8-0, 13=330/0-8-0 Max Ho¢ 2=-116(LC 13) Max Uplift 2=-185(LC 26), 23=339(LC 9)„15=281(LC 8), 13— 157(LC 13) Max Grav 23=2701(LC 23), 15=2484(LC 24), 13=330(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-262/1064, 3-5=-1756/574, 5-6=-2658/679, 6-8=-2658/679, 8-9=-2658/679, 9-10=-1514/548,10-12=0/480, 12-13=0/309 BOT CHORD 2-23=-904/396, 21-23=904/396, 20-21=-194/1519,18-20=-264/2658, 17-18=-162/1314, 15-17=-409/257 WEBS 3-23=-2430/928,3-21=-585/2603,5-21=-786/226,9.17=-994/235,10-17=-424/2002, 10-15=-2033/684, 12-15=-289/225, 8-18=-632/474,6-20=-597/452, 5-20=-161/1567, 9-18— 210/1825 �Pf NOTES- (9) F°ti --, ,,,%% `JEq �4_. E N g'•. �Y 110 1) Unbalanced roof live loads have been considered forthis design. %;* "G �' F •'. �i 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp B; Encl., �� GCpi=0.18; MWFRS (envelope) and CC Exterlor(2)-1-6-11 to 4-2-15, Interior(1) 4-2-15 to 17-0-0, Ektedor(2) 17-0-0 to 25-2-7. NO 22839 �� Intenor(1) 25-2-7 to 41-", Extedor(2) 41-0-0 to 49-2-7, Intedor(1) 49-2-7 to 59-6-11 zone;C-C for members and forces & MW FRS * �• for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All MT20 indicated. plates are 4x6 unless otherwise 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i A F 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 1. �i�'� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. � R 1 Q 7) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 185 lb uplift at joint 2, 339lb uplift atjoint 2, 21 ft at joint 13. Isha llbe �� �**#44r 8) Hanger( )eorlotherlconnec[ on de ice(s provided sufficient to support concentrated load(s) 75lb down and 471Is up at /0NA� �� 28-0-0, and 75 So down and 47 lb up at 30-0-0 on top chord. The design/selection of such connection device(s) is the responsibility - Waiter P. HIM PE No.22839 of others. 9)'This manufactured product is designed as an Individual building coinponent. The suitability and use of this component for any MIT&USA, Inc. RDert B634 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' 69D4 Parke Fast Blvd. Tampa FL 33610 Date: LOAD CASE(S) Standard April 9,2019 QWARNING. Verff de.1,u rrvmetereend REAO NOTES ON 7NISANDINCLUDED UNEKREFERANCEPAGEW74TJ rev. 1dA'✓1015BEFORE USE. Design valid for use only with WOW connectors. This design a based only upon parameters shown, and Is for an Individual building component, not �1 o truss system. Before use. the building designer must verify Hie oppllcobYlty of design parameters and properly Incorporate this tleslgn Into me overall building design. Bracing Indicated is to buckling Inc Muss any., Addlflonol temporary and bracing MiTek' prevent of Mdual web and/or chord members permanent Is always required for stability and to Prevent collapse with posvble personal t*ry and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracng of muses and Muss systems, seeANSVIPII GuoOy CMrrM. DSE-09 and SCSI Building Component 6904 Parks East Blvd. Tampa, FL 33610 Safety InfoenaBanavallable from Truss Plate Institute. 218 N. Lou Sheet, Suite 312. Alexandria, VA 22314. Job Tnas Tnss Type Oty Ply 1641717 ' T16735518 1641717 T06 Hip 2 1 Job Reference o floral BuildersFirst Source, Plant City, FL- 32566, 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Apr 9 09:43:31 2019 Page 2 ID:ZIR9n3??ic4Swh?C W EeBYCzoCXf-Xfev64iLwAOhS96TgMaSLvRxbcyJ9Zr59gbDGuSUZg LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo - Vert: 1-5=-60, 5-9=-60, 9-14=-60, 2-20=-20, 18-20=80, 13-18=-20 Concentrated Loads (lb) Vert: 31=-75 32=-75 WMNING-VerrrlydeslgnperamerersenCBEADNOTES ON TNISANDWCLUDEDUB KBEFEBANCEPAGEMM1]I)arev. 1040.'YlefSBEFOBE USE Design valid for use only with MreR® connectors. This design Is based only upon porameters shown. and Is for an Individual building component, not a Mas system. Before use, Me Wilding designer must verify the applicability of design parameters and properly Incorporate this design Into Me overall bWdingdesign.Bracing indicated is to prevent bucNing of Individual fiussweb and/or chord members only. AddiBonal temporary and permanent bracing MiTek' Is always required for slabllify and to prevent collapse with posvble personal Injury and property damage. For general guidance regarding the fabriwibn, storage. delivery, erection and bracing of Msses and fuss systems seeANSVrPII CuaMy CISnb, V3549 cad SCSI Building Component 69M Perks East Blvd. Sato Fommtiona bla from Truss Mate Institute. 218 N. lee Street, Suite 312 Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Cry Ply 1641717 • T16735519 1641717 T07 Hip 2 1 Job Reference (optional) 11151 riu,n 1„y, " -, a.[m 5 NOV 10 2u 10 run eK Inummes, me. Special 2x4 11 5.00 12 6xB — 2x4 II 3x6 = 5x8 = Special 6 7 31 32 33 B43 10 24 Jr Ja as 22 ST1.5x8 STP= ST1.50STP= 6xa = 19 18 16 ST/.5x8 STP= 6x8 = e uu:w:JJ Zulu Scale = 1:108.0 ST1.5x8 STP = LOADING (Pat) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017ITP12014 CS1. TC 0.94 BC 1.00 WB 0.98 Matrix-MSH DEFL. in (too) Udefl Ud Vert(LL) -0.20 19-21 >999 240 Vert(CT) -0.40 19-21 >999 180 Horz(CT) 0.05 14 n/a n/a PLATES GRIP MT20 244/190 Weight: 3551b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except` TOP CHORD Structural wood sheathing directly applied. 10-11,6-9: 2x4 SP M31, 11-15: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 5-24, 12-18 WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. Ile) - Max Horz 2=129(LC 12) Max Uplift All uplift 100 He or less atjoint(s) except 2= 147(LC 26), 24=-623(LC 12), 16=-533(LC 13), 14=-135(LC 9) Max Grav All.reactions 250 He or less at joint(s) 2 except 24=2715(LC 25), 16=2401(LC 24), 14=414(LC 1) FORCES. (lb) - Max. Cc mpJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-440/1079, 3-5=314/1032; 5-6=-1923/977, 6-7=2417/1227, 7-8=.2417/1227, 8-10-2417/1227, 10-12=-1831/910, 12-13=-55/309 BOT CHORD 2-24=-920/535, 22-24= 280/835, 21-22=-506/1714,19-21=-763/2417, 18-19=-475/1591 WEBS 3-24=377/295,5-24=-2674/1261,5-22=-362/1159,6-22=-553/318,6-21=-512/1239, 10-18=-783/407,12-18=-703/1912,12-16=-1962/1032,8-19=-580/282,10-19=-564/1426, 7-21=-564/277 NOTES- (9) - ,,�/1111111/111 ,,�� tEp P 1) Unbalanced roof live loads have been considered for this design. �� ``P.�.. '.......... EN,9 •• 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=1 Bit; Cat. 11; Exp B; Encl., ,�� V , G �� �� GCpi=0.18; MWFRS (envelope) and C-C Extenor(2)-1-6-11 to 4-2-15, Interior(1) 4-2-15 to 19-0-0, Fxterfor(2) 19-0-0 to 27-2-7. Interior(1) 27-2-7 to 39-M, Extenor(2) 39-0-0 to 47-2-7, Interior(1) 47-2-7 to 59-6-11 zone;C-C for members and forces & MW FRS + NO 22839 • •� for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Provide = * : 3) adequate drainage to prevent water pending. 4) All plates are 4x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 pet 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 i •, T E q ft will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 147 to uplift at joint 2, 6231b uplift at ����•••AS( P: plate R IV."* joint 24, 5331b uplift at joint 16 and 1351b uplift at joint 14. 8) has/have been modified. Or; pA� � Building designer must review loads to verify that they are correct forthethe intended use se of this truss. 'This 9) manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Walter P. Ann PE No.22839 ' Melt USA, Inc. FL Cert 6634 LOAD CASE(S) Standard 6904 Parke Fast Blvd. Tampa A.33610 Date: ADHI 9.2019 Job Truss u Truss Type ay Ply 1641717 - T76735519 1641717 T07 Hip 2 1 Job Reference (optional) Julders First Source, Plant City, FL-32556, 8.220 a Nov 162016 MiTek Industries, Inc. Tue Apr 9 09:43:34 2019 Page ID:7JRgn3??jc4SWh?CWE98YCmCXf-xEJ1 k5IDD5mGJc2VV89zX3Tdp"Mw4XroptsHzSUZd LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform. Loads (pIQ. - Vert: 1-6=-60, 6-10=-60, 10-15=-60, 2-21=-20, 19-21=-80, 14-19=-20 Concentrated Loads (lb) Vert: 32=-75 33=-75 2) Dead +0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=.50, 6-10=-50, 10-15=-50, 2-37=-20, 37.38=-50, 22-38=-20, 22-39=-50, 21-39=-20, 19-21=-102, 19-40=-20, 18-40=-50, 14-18=-20 Concentrated Loads (lb) Vert: 32=-75 33=-75 3) Dead+ Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (fall) Vert: 1-6=-20, 6-10=-20, 10-15= 20, 2-21=-40, 19-21=-85, 14-19=-40 Concentrated Loads (lb) Vert: 32=-75 33=-75 4) Dead +0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=95, 2-29=56, 6-29=37, 6.31=52, 1D-31=42, 10-35=56, 14-35=37, 14-15=29, 2-21=-6, 19-21=32, 14-19=-6 Horz:1-2=-103, 2-29- 65, 6-29=-46, 10-35=65, 14-35=46, 14-15=37 Concentrated Loads (lb) Vert: 32=-75 33=-75 5) Dead +0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=29, 2-30=37, 6-30=56, 634=42, 10-34=52, 10-36=37, 14-36=56, 14-15=95, 2-21=6, 19-21=32, 14-19=-6 Horz: 1-2=-37, 2-30=-46, 6-30=-65, 10-36=46, 14-36=65, 14-15=103 Concentrated Loads (I s) Vert: 32=-75 33=-75 6) Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-6, 2-6=-42, 6-10=-38, 10-14=-42, 14-15=-34, 2.21=.20, 19-21=-67, 14-19=-20 Horz: 1-2=-14, 2-6=22, 10-14=-22, 14-15=-14 Concentrated Loads (lb) Vert: 32= 75 33= 75 7) Dead +0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=34, 2-6=-42, 6-10_ 38, 10-14=-42, 14-15=-6, 2-21=-20, 19-21=-67, 14-19=-20 Horz: 1-2=14, 2-6=22, 10-14=-22, 14-15=14 Concentrated Loads (lb) Vert: 32=-7533=-75 8) Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=41, 2-6=21, 6-10=32, 10-14=22, 14-15=13.2-21=-6, 19-21=14, 14-19=-6 Horz: 1-2=-49, 2-6=-30, 10-14=30, 14-15=22 Concentrated Loads (lb) Vert: 32=-75 33=-75 9) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=13,2-6=22,6-10=32,10-14=21, 14-15=41, 2.21=-6,19-21=14, 14-19=-6 Horz: 1-2=-22,2-6=-30, 10-14=30, 14-15=49 Concentrated Loads (lb) Vert: 32=-75 33=-75 10) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=1, 2-6= 7, 6-10=4, 10-14=-7, 14-15=2, 2-21=-20, 19-21=-56, 14-19=-20 Harz: 1-2= 21, 2-6=-13, 10-14=13, 14-15=22 Concentrated Loads Qb) Vert: 32=-75 33= 75 11) Dead +0.6 MWFRS Wind (Neg. Internal) Right Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=2, 2-6=-7, 6-10=4, 10-14=-7, 14-15=1, 2-21=-20, 19-21=-56, 14-19= 20 Horz:1-2=-22,2-6=-13,10-14=13,14-15=21 Concentrated Loads (lb) Vert: 32=-75 33=-75 12) Dead +0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=24,2-6=32,6-10=17,10-14=17,14-15=9,2-21=6, 19-21=14,14-19=-6 Horz: 1-2=-32, 2-6=Al, 10-14=26, 14-15=17 , Concentrated Loads (Ib) Vert: 32=-7533= 75 13) Dead +0.6 MWFRS Wind(Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=9,2-6=17,6-10=17,10-14=32,14-15=24,2-21=-6,19-21=14,14-19=-6 Hom 1-2=-17, 2-6=-26, 10-14=41, 14-15=32 Concentrated Loads (lb) Vert: 32=-7533= 75 A WARNING - Venry daargra parameters d READ NOTES ON THIS AND INCLUDED MGISK REFERANCE PAGE MX74M res, ISSIGNOIS BEFORE USE. Design valid for use only witn Mlrek® connectors, This design is based only upon parameters shown, and a for an indMtlual 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 buckMg of Individual tnus web and/or chord members only. Adtlltlonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse will possible personal lNury and property damage, For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and thAs systems seeANSUTM Quality CdINM. DS549 and 2=1 Building Component Safely blformplbrgvolloble from Truss Plate Institute. 218 N. Lee Sheet Suite 312 Alexondrla. VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply 1641717 _ T16735519 1641717 T07 Hip 2 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.220 a Nov 16 2018 MiTek Industries, Inc. TUB Apr 9 09:43:342019 Page 3 ID:ZIR9n3??jc45wh?CwEe8VCmCXf.xEJ1 k51DD5mGJcr2VV89zX3TdpvxMwiXroptsHzSUZd LOAD CASE(S) Standard 14) Dead+ 0.6MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 - - Uniforrt. Loads. (pit). Vert: 1.2=24,2-6=32,6-10=17,10-14=17,14-15=9,2-21=-6,19-21=14, 14-19=-6 Horz: 1-2=-32, 2-6=41, 10-14=26, 14-15=17 Concentrated Loads (Ile) Vert: 32=-75 33=-75 15) Dead +0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9,2-6=17,6-10=17,10-14=32,14-15=24, 2.21=-6,19-21=14, 14-19= 6 Horz: 1-2=-17, 2-6=-26, 10-14=41, 14-15=32 Concentrated Loads (Ib) Vert: 32= 75 33= 75 16) Dead +0.6 MWFRS Wind (Neg. Internal) let Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=12, 2-6=4, 6-10=-11, 10-14=.11, 14-15=.3, 2-21=-20, 19-21=-56, 14-19= 20 Horz: 1-2- 32, 2-6=-24, 10-14=9, 14-15=17 Concentrated Loads (Ile) Vert: 32=.75 33=-75 17) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ , Vert: 1-2=-3, 2-5= 11. 6-10= 11. 10-14=4, 14-15=12, 2-21=-20, 19-21=-56, 14-19=-20 Harz:1-2= 17, 2-6=-9, 10-14=24, 14-15=32 Concentrated Loads (lb) Vert: 32=-75 33=-75 18) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-6=-20, 6-10=-20, 10-15=-20, 2-37=-20, 37-38=-60, 22-38=-20, 22-39=60, 2129= 20, 19-21=-90, 1940=-20, 1840=-60, 14-18=-20 Concentrated Loads (lb) Vert: 32=-75 33=-75 19) Dead +0.75 Roof Live (bat.) +0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-34, 2-6=40, 6-10=-32, 10-14=40, 14-15=-34, 2-37=-20, 37-38- 50, 22-38=20, 22-39=-50, 21-39=-20, 19.21=-107, 1940=-20, 1840=-50, 14-18=-20 Horz: 1-2=-16, 2-6=-10, 10-14=10, 14-15=16 Concentrated Loads (lb) Vert: 32=-75 33=.75 20) Dead+0.75 Roof Live (bat.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Veil: 1-2=-34, 2-6=40, 6-10=-32, 10-14=40, 14-15=-34, 2-37= 20, 37-38=-50, 2228=-20, 22-39=-50, 21-39=-20, 19-21=-107, 1940=-20, 1840=-50, 14-18=-20 Horz: 1-2=-16, 2-6=-10, 10-14=10, 14-15=16 Concentrated Loads (Ib) Vert: 32= 75 33= 75 21) Dead +0.75 Roof Uve (bat.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Intl let Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads'(pIQ Vert: 1-2=-26, 2-6=-32, 6-10=43, 10-14=-43, 14-15=-37, 2-37=-20, 37-38= 50, 22-38=-20, 22-39=-50, 21-39=-20, 19-21=-107, 1940=-20, 1840=-50, 14-18=-20 Horz: 1-2=-24, 2-6=-18, 10-14=7, 14-15=13 Concentrated Loads (Ile) Vert: 32=-75 33=-75 22) Dead +0.75 Roof Live (bat.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lugrber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-37, 2-6=-43, 6-10=43, 10-14=-32, 14-15=-26, 2-37=-20, 37-38=-50, 22-38=-20, 22-39=-50, 21-39=-20, 19-21=-107, 1940==-20, 1840=-50, 14-18=-20 Horz: 1-2=-13, 2-6=-7, 10-14=18, 14-16=24 Concentrated Loads (Ib) Vert: 32=75 33=-75 23) tat Dead+ Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1$=-60, 6-10- 60, 10-15=-20, 2-21=-20, 19-21=-80, 14-19=-20 Concentrated Loads (lb) Vert: 32=-75 33=-75 24) 2nd Dead+ Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Unifoml Loads (pIQ Vert: 1-6=-20,6.10=-60, 10-15=-60, 2-21=-20, 19-21=-80, 14-19= 20 Concentrated Loads file) Vert: 32=-75 33=-75 25) 3rd Dead +0.75 Roof Live (unbalanced) +0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-6=-50, 6-10=-50, 10-15=-20,2-37=-20,37-38=-50,22-38=-20, 22-39=-50, 21-39=-20, 19-21- 102, 19-40= 20, 1840=-50, 14-18=-20 Concentrated Loads (lb) Vert: 32=-75 33=-75 26) 4th dead +0.75 Roof Live (unbalanced) +0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-6=-20, 6-10=-50, 10-15=-50, 2-37=-20, 37-38=-50, 22-38=-20, 22-39=-50, 21-39=-20, 19-21=-102, 1940=-20, 18-40=-50,14-18=-20 Job Truss Tnlss Type City Ply 1641717 T16735519 1641717 T07 Hip 2 1 Job Reference o Tonal bulders First Source, Plant City, FL-32566, LOAD CASE(S) Standard Concentrated Loads (Its) Vert: 32=-75.33=-75 6.220 a Nov 16 2018 MTek Industries, Inc. Tue Apr 9 09:43:34 2019 Page 4 ID:ZIR9n3??jc4Swh?CwEe8VCzoCXf-xEJ1 k51DD5mGJcr2VV89z)(3Tdpv#vtwiXroptsHZSUZd Q WMNWG- VedlydeSSapsavreten;=d NEADNOTES ON MSANDMCLUDE041OEKNEFENANCEPAGEMG74nmv. 1OW11015P£FONE USE Oa9gn valid for use only with MIreA9 connectors. Th6 design Is based only upon parameters shown, and 0 for an individual buHding component, not �� a roes system. Before use. the building designer must verify the oppllcabrily of design parameters and properly Incorporate this design Into me overall building design. Bracing hrolooted is to prevent buckling of individual fnss web and/or chord members only.. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication. storage, delivery, erection and bracing of (stases and Ins4 systems. seeANSVGII Cuelly CReOo, D3049 and SW SWding Component Safety Infoimallorsavoiloble from Tnus Rate InsfiVa. 218 N. Lee Sheet Suite 312. Alexandria VA 22314. MiTek' 6904 Parke East BNd. Tampa, FL 33610 Job Truss Oty Ply 1641717'T76735520 1641717 T08 �TrussType Hip 2 1 Job Reference (optional) e.ZZU a NOV I ZU16 Vil I eK Inc. IU9 AOr 9U9A3:315 ZU1V . Cuncer5 mrs180urca, Ylam Olty, t-L-3255b, a d 5x6 = Special 5.00 12 Special 6 7 32 3433 35 8 5x6 = 9 Scale=1:108.0 F1 25 1° 23 ee 22 21 uo 19 18 as lr eV 16 ST1.5x8 STP= ST1.5x8 STP= Sx8 = SK8 = 2x4 II 2x4 II 5x8 = ST1.5x8 STP= S171.5x8 STP= 3x8 II 6x8 = 8-0-0 15-2-14 21_ 24-111 2&0.0 31112 37-0.0 4]-8-0 58-0-0 e.a.n 6.1n.1a 5.9.9 n.11d a.o-1� a.n.1� a-n.a tn-a-n 1n-an .Plate Offsets(XY)- f16:0-4-00-3-121 (23:0-3-80-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) VdeB Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(L-) -0.18 19-21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.37 19-21 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz(CT) 0.04 14 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 393 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc pur ins. 6-9:24 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 SP No.2'Except* WEBS 1 Row at midpt 3-23, 10-16, 7-22, 8-18 20-24: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. (lb) - Max Horz 2=141(LC 16) Max Uplift All uplift 100 Ib or less at joint(s) 2 except 25=-639(LC 12), 16=-578(LC 13), 14=-121(LC 9) Max Grav All reactions 250lb or less at joint(s) 2 except 25=2629(LC 23), 16=2440(LC 24). 14=377(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-379/961, 3-5=-1551l797, 5-6=-1939/1053, 6-7- 1716/1029, 7-8=-2151/1163, 8-9=-1640/957,9-10=-1843/975, 10-11=-55/479,11-13=-128/439 BOT CHORD 2-25---802/460, 23-25=-802/460, 22-23=-461/1352.21-22=-666/2151, 19-21= 666/2151, 18-19=-666/2151, 16-18=360/1121 WEBS 3-25=-2358/11115, 3-23=-1029/2320,5-23=-962/525,5-22=-161/573, 6-22=-215/595, 9-18- 227/656,13-16---338/262, 10-18=-211/818,10-16=2207/1078, 8-19= 217/612, 7-21=-144/596,7-22=-1137/426,8-18=-1297/569 11111II11111111/1,1 P. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. ��,,`P��ER • ;�N ♦♦♦i ��� V �G E N g 'Y ♦♦ F••'. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; E7ie B; Encl., �� V ♦♦ GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-6-11 to 4-2-15, Interior(1) 4-2-15 to 21-0-0, Extedor(2) 21-0-0 to 29-2-7, : NO 22839 •,• Interior(l) 29-2-7 to 37-0-0, Extedor(2) 37-0-0 to 45-2-7. Intedor(1) 45-2-7 to 59-6-11 zone;C-C for members and forces & MWFRS * �� * L for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) AJI MT20 indicated. 7 . L i plates are 4x6 unless otherwise 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. _ ll� ; i � �. TE OF 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 O will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ♦♦�;t%•'P(O 7) Pmvide mechanical of truss to bearing capable of withstanding 1001le uplift at joint(s) 2 except Qt=lb) R s ••••••••�� connection (by others) plate ♦ ♦♦/ S/ 25=639, 16=578, 14=121. 8) 'This manufactured product is designed as an individual building. component. The suitability and use of this component for any og10NA111,111, particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Wafter P. Finn PE No.22839 LOAD CASE(S) Standard MfTek USA, Inc. R. Carl 6634 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 6904 Parke East Blvd. Tampa FL 33610 Dater. ADM 9.2019 Truss Truss Type 0' Ply641717 IJob TOB Hip 2 1 Job Reference o tional Builders First Source, Plant City, FL- 32566, 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Apr 9 09:43:36 2019 Page 2 ID:➢R9n3??jo4Swh?CwEeBYCzoCXf-udRo9nmUliO_Yw?QwAd2y8pidcLgsngJ61—rAZSUZb LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-6=-60,.6-9=-60, 9-15=-60, 2-21=-20, 19-21=-80, 14-19=20 Concentrated Loads (Ib) Vert: 32=-75 35= 75 Q WARi V.Aydeafgnpa.temand BEA)NO7ES ON MISANOINCLUDE0MREKNEFEBANCEPAGEMIP74M., 10=111SBEFOHE USE Design valid for use only with MBekO connectors. This design Is based only upon parameters shown, and 6 for an Individual building component not a truss system. Before use. the building designer must verify fie applicability of design parameters and property Incorporate this design Into me overall building design. Bracing Indicated a to prevent buckling of Individual cuss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability end 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 seeM3VrpD Quality Criteria, DS049 and SCSI Finding Component Safety informatbnovoDoble from Teas Plate Institute. 218 N. Lea street. Suite 312 Alexandria, VA 22314. �� MiTek' 69M Parke East Blvd. Tampa, FL 33610 Job Truss Oty Ply 1641717 - T16735521 1641717 T09 �TwssType Hip 2 1 Job Reference (optional) Dmmn,a run, ouu, , nam �ny, 11-- DA000, e.ezu s wov Tb Lulu MI Ileft I D:2IR9n3??ja4Swh?C W EeBYCMCXf-IC7wr 4-0 1-0.0 Los -129-0.0 33.0-12 35-a0 43-4.1 47-Et NO 680 SO 2114.0-12 4-0-12 1-11-4 6.4-1 4-3- Zx4 II 5.00 12 .5x8 = 2x4 11 8x14 MT20HS 11 Special 6 7 32 33 34 35 8 9 a d Inc. Ius Apr aUVAJ:JU zulu rage 'NI?I2kKabmlbakr1 B3G?4XeYVzSUZY Scale = 1:108.0 M 26 25 `" "' 23 22 sir 20 19 'O 18 rr 16 STI.5x6 STP= ST1.5x8 STP= 4x6 = Us = 6xl2 MT20HS= 6xB = US = ST/.5x8 STP= ST1.5xe STP= US = 3x8 11 548 = 2x4 II 2x4 II 6x8 = 4xfi = 4xB = LI-N 14-r_rt8-0 23-0-0 24-11-4 2&0.0 3&0-12 35-0-0 43-4.1 Plate Offsets (X,Y)-- I6:0-5-0 0-2-41 f9:0-2-0 0-5-01 f 16:0-0-8 0-0-81 I19:0-0-8 0-4-01 f23:0-3-8 0-4-01 f25.0-3-B 0-2-81 LOADING (psf) SPACING- 2-" CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.99 Vert(LL) 0.36 20-22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.70 20-22 >675 ISO MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Hou(CT) 0.03 14 • ar n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MSH Weight: 3691b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except- TOP CHORD Structural wood sheathing directly applied. 9-11: 2x4 SP No.1, 1-4,11-15: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 SP M 26 -Except' WEBS 1 Row at nr 3-25, 8-20, 7-22 14-17: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. (lb) - Max Ho¢ 2=154(LC 12) Max Uplift All uplift 1001b or less atjoint(s) except 2= 136(LC 17), 26=-747(LC 12), 16=-638(LC 13), 14=-151(LC 12) Mat: Gmv All reactions 250In or less at joints) 2 except 26=2793(LC 23), 16=2439(LC 24), 14=478(LC 1) FORCES. (lb) - Max- Comis Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-577/1250, 3-5=-1428/762, 5-6=-2159/1096, 6-7=-1926/1105, 7-8=-1926/1105, 8-9=-1926/1105,9-10=-2158/1124, 10-12=-1254/755,12-13=-471/458,13-14=-570/386 BOT CHORD 2-26=-1074/647, 25-26=-1074/647, 23-25=-387/1263, 22-23=-564/1929, 20-22=-564/1929, 19-20=-564/1929, 18-19=-372/1171, 16-18=-017/416, 14-16=-208/514 WEBS 3-26=-2465/1257,3-25=-1161/2442,5-25=-12311681,5-23=-233/848, 6-23=-164/624, 9-19— 182/674,12-16=-1846/916,10-19=-304/1031,13-16=-3741284, 10-18=-14061763, 12-18=-885/1755, 8-20=-477/140, 7-22=-450/129 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; E1p B; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) C-C wind load user defined. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1361b uplift at joint 2, 747 lb uplift at joint 26, 6381b uplift at joint 16 and 151 lb uplift at joint 14. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10. 11, 12, 13, 14. 15, 16, 17, 18, 19, 20, 21. 22, 23. 24, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) .`%%%*V........... C E N gFiNti No 22839 G9 OF . �: Q "W-J'UNAI�i�����` Walter P. Rnn PE No.22839 Milk USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa R.33610 Date: April 9,2019 Q WARNING -Verity dealSnpare..Is. end READ NOTES ON Tir AND INCLUDED MREK REFERANCE PAGE MIF7470 rev. 10111.2015 BEFORE USE Design valid for use only with M7I connactors. TNs design Is based only upon parameters shown, and is for an Indl lduol building component. not a truss system. Before use, Me building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bulldIngdeslgn. Bracing Indicated Is to prevent bucidngoflndlvktualtrust web and/or Chord members only. Additional temporary and permanent bracing Is always required for stability ontl to prevent collapse with possible personal"and property damage. For general guidance regarding the fabricallon, storage, delivery, erection and bracing of trusses and Mas systems seeANSVrPII Quality CRNdo, DSB49 and SCSI Building Component Safety Infoenalbrxrvoloble from Two; Plate Institute. 218 N. Lee Street Suite 31Z Alexandria. VA 22314. M!Tek' 6904 Parke East BNtl. Tampa. FL 33610 Job Truss Truss Type Oty Ply 1641717 Ti 6735521 1641717 T09 Hip 2 1 o lanai Job Reference(option •. Builders First Source, Plant City, FL - 32566, B.22D s Nov 16 2018 MiTek Industries, Inc. Tue Apr 9 09:43:39 2019 Page 2 ID:Z1R9n3??jc4Swh?CWEe8VCwCXf-IC7wnppMldOVPNj?12kKgbmlbgkr1 B3G?4XeYVzSUZY LOAD CASE(S) 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 _ Uniform Loads (plf) - Van: 1-6=-60, 6-9=-60, 9-15=-60, 2-22=-20, 20-22=-80,14-20=-20 Concentrated Loads (lb) Vert: 33=.7534=.75 2) Dead +0.75 Roof Live (balanced) +0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-50, 6-9=-50, 915=-50, 2-25=-20, 2537=-50, 22-37=-20, 20-22=-102, 20-38=-20, 18-38=-50, 14-18=-20 Concentrated Loads (Ib) Vert: 33=-75 34=-75 3) Dead+ Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-20, 6-9=-20, 9-15=-20, 2-22=40, 20-22=-85,14-20=-40 Concentrated Loads (lb). Vert: 33=-75 34=-75 4) Dead +0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform toads (plf) Vert: 1-2=95,2-31=56, 631=37, 6-35=52,9-35=42,9-10=56,10-14=37,14-15=29,2-22=-6,20-22=32,14-20=-6 Horz: 1-2=-103, 2-31=-65, 6-31=46, 9-10=65, 10-14=46, 14-15=37 Concentrated Loads (lb) Vert: 33=-75 34=-75 5) Dead +0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=29, 2-5=37, 5£=56, 6-32=42, 9-32=52, 9-36=37. 1436=56, 14-15=95, 2-22=-6, 20-22=32, 14-20=-6 Hoe: 1-2= 37, 2-5=46, 5-6=-65, 9-36=46, 14-36=65, 14-15=103 Concentrated Loads (Ib) Vert: 33=-75 34=-75 6) Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-6, 2-6=42, 6-9=-38, 9-14=-42, 14-15=-34, 2-22=-20, 20-22=-67, 14-20=-20 Horz: 1-2=-14, 2-6=22, 9-14=-22, 14-15=-14 Concentrated Loads (Ib) Vert: 33=-75 34=-75 7) Dead+0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-34, 2-6=42, 6-9=-38, 9-14=42, 14-15=-6, 2-22=-20, 20-22=-67, 14-2D=-20 Horz: 1-2=14,2-6=22,9-14=-22,14-15=14 Concentrated Loads (lb) Vert: 33=-75 34=-75 8) Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=41, 2-6=21, 6-9=32, 9-14=22, 14-15=13, 2-22--6, 20-22=14, 1440=-6 Horz: 1-2=49, 2-6=-30, 9-14=30, 14-15=22 Concentrated Loads (Ib) Vert: 33=-75 34=-75 9) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 ' Uniform Loads (plf) Van; 1-2=13,2.6=22,6-9=32,9-14=21,14-15=41,2-22=-6,20-22=14, 14-20=-6 Horz: 1-2=-22, 2-6=-30, 9-14=30, 14-15=i9 Concentrated Loads (lb) Vert: 33=-7534=-75 - 10) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(pll) Vert: 1-2=1, 2-6=-7, 6-9=4, 9-14=-7, 14-15=2, 2-22_ 20, 20-22=-56, 14-20=-20 Horz: 1-2=-21, 2-6=-13, 9-14=13, 14-15=22 Concentrated Loads (Ib) Vert: 33=-75 34=-75 11) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-6=-7, 6-9=4, 9-14=-7, 14-15=1, 2-22=-20, 20-22= 56, 14-20=-20 Horz: 1-2=-22, 2-6=-13, 9-14=13, 14-15=21 Concentrated Loads (Ib) Vert: 33=-75 34=.75 12) Dead +0.6 MWFRS Wind (Pos. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (fort) Vert: 1-2=24, 2-6=32, 6-9=17, 9-14=17, 14-15=9, 2-22=-6, 20-22=14, 14-20=-6 Hoe 1-2=-32, 2-6=41, 9-14=26, 14-15=17 Concentrated Loads (Ib) Vert: 33=-75 34=-75 13) Dead+0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) - Vert: 1-2=9, 2-6=17, 6-9=17, 9-14=32, 14-15=24, 2-22=-6, 20-22=14, 14-20=-6 Horz: 1-2=-17, 2-6=-26, 9-14=41, 14-15=32 Concentrated Loads (lb) Vert: 33=-75 34=-75 A WARNING -yedlydea(gapammefoys.d READNOTES ON THISAND MCLUDEDUMEKREFERANGE PAGE NX7=rev. laa'Yfpfir BEFORE USE Design valid for use only with MOek® connectors. The design Is based only uponparometers shown, and Is for on Inc Mdual building component. not a buss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall buidingdesign. BlacinglndcatedIstoprevent bucldingoflndNldaaltrussweb and/or chord members only., Additional temporcry and permanent bracing MiTek' b always required for stobllity and to prevent collapse with possible personoi Inluty and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeAN3UIPil Quottly Criteria, DS5419 and SCSI Building Component Salsty Sdormatbmvoiloble from Truss Rote Institute, 218 N. Lee Street Suite 312, Alexandria. VA 22314. 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Cry Ply 1641717 ' T16735521 1641717 T09 Hip 2 1 Job Reference o 8onal e Builders First Source, Plant City, FL- 32566, 8.220 s Nov 162018 MI Iek Industries, Inc. 1us Apr 9 39:43:39 2019 rage a ID:ZI89n3??jc4Swh?CwEe8YCzoCXf-IC7wnppM1 dOYPNj?12kKgbmlbgkrl B3G?4XeYVzSUZY LOAD CASE(S) 14) Dead +0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=24, 2-6=32, 6-9=17, 9-14=17, 14-15=9, 2-22=-6, 20-22=14, 14-20=-6 Horz: 1-2=-32, 2-6=-41, 9-14=26. 14-15=17 Concentrated Loads (lb) Vert: 33=-75 34=-75 15) Dead +0.6 MWFRS Wind (Pos. Internal) Ain Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=9, 2-6=17, 6-9=17, 9-14=32, 14-15=24, 2-22=-6, 20-22=14, 14-20=-6 Hoe 1-2=-17, 2-6=-26, 9-14=41, 14-15=32 Concentrated Loads (lb) Vert: 33=-75 34=-75 16) Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=12, 2-6=4, 6-9- 11. 9-14=-11, 14-15=-3, 2-22= 20, 20-22=-56, 14-20=-20 Horz: 1-2=32, 2-6= 24, 9-14=9, 14-15=17 Concentrated Loads (Ib) Vert: 33=-75 34=-75 17) Dead+0.6 MWFRS Wind.(Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-3, 26- 11, 6-9=-11, 9-14=4, 14-15=12, 2-22= 20, 20-22=-56, 14-20=-20 Ho® 1-2=-17, 2-6=-9, 9-14=24, 14-15=32 Concentrated Loads (lb) Vert: 33=-75 34=-75 18) Dead+ Uninhabitable. Attic Storage: Lumber Increase=1.25; Plate Increase=1.25 Uniform Loads (pig Vert: 16=-20, 6-9=-20, 9-15=-20, 2-25=-20, 2537=-60, 22-37=-20, 20-22=-90, 2038=-20, 18-38=60, 14-18=-20 Concentrated Loads (lb) Vert: 33=-7534=-75 19) Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage+0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=34, 2-6-- 40, 6-9=-32, 9-14=-40, 14-15=-34, 2-25=-20, 25-37=-50, 22-37=-20, 20-22=-107, 20-38=-20, 18-38=-50, 14-18=-20 Horz: 1-2>76, 2-6=-10, 9-14=10, 14-15=16 Concentrated Loads (lb) - Vert: 33=-75 34=-75 20) Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Ing Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-34, 2-6=-40, 6-9=-32, 9-14=-40, 14-15=-34, 2.25=-20, 25-37=-50, 22-37=-20, 20-22_ 107, 20-38=-20, 18-38=-50, 14-18=-20 Hoe: 1-2=-16, 2-6=-10, 9-14=10, 14-15=16 Concentrated Loads (lb) Vert: 33=-75 34=-75 21) Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage +0.75(0.6 MWFRS Wind (Neg. Int) let Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-26, 2-6=-32, 6-9=-43, 9-14=-43, 14-15=-37, 225=-20, 25-37=-50, 22-37=-20, 20-22=C 07, 20-38=-20, 18-38=-50, 14-18=-20 Hoe: 1-2=-24, 2-6=-18, 9-14=7, 14-15=13 Concentrated Loads (lb) - Vert: 33=-75 34=-75 22) Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Ing 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2= 37, 26=-43, 6-9=-43, 9-14=32, 14-15=-26, 2-25=-20, 25-37=-50, 22-37=-20, 20-22=-107, 20-38=-20, 18-38=-50 , 14-18=-20 - Harz: 1-2- 13, 26=-7, 9-14=18, 14-15=24 Concentrated Loads (lb) Vert: 33=-75 34=-75 23) 1st Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-6=-60, 6-9=-60, 9-15=-20, 2-22=-20, 20-22=60, 14-20=-20 Concentrated Loads (lb) Vert: 33=-7534=-75 24) 2nd Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-6=-20, 6-9=-60, 9-15=-60, 2-22=.20r20-22=60, 14-20=-20 Concentrated Loads (Ib) Vert: 33=-75 34=-75 25) 3rd Dead +0.75 Roof Live (unbalanced) +0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Platelncrease=1.25 Uniform Loads (pIQ Vert: 1-6=-50, 6-9=-50, 9-15= 20, 2-25=-20, 2537=-50, 22-37=-20, 20-22=-102, 20-38=-20, 1838=-50, 14-18= 20 Concentrated Loads (lb) Vert: 33=-75 34=-75 26) 41h Dead +0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-6=-20, 6-9=-50, 9-15=-50, 2-25=-20, 2537=-50, 22-37=-20, 20-22=-102, 20-38=-20, 1838=-50, 14-18=-20 Concentrated Loads (lb) Vert: 33=-75 34= 75 AWARN/NG-VNIrydesignP..fersandREADNOTESONTHISANDINCLUDEDMITEKREFERANCEPAGEMIP74TJrev.1dDYJa15BEFOREUSE. Design valid for use only with Mitred) connectors. This design Is based only upon parameters shown, and Is for an IndvIdual building component not �' a truss system. Before use, the building designer must verify me appplicablliry of design parameters and properly incorporate thb design Into the overall building design. Bracing Indicated is to prevent buckling of lndtv(ual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and propeM damage. For general guidance regarding me fabrication storage, callvary, erection and bracing of busses and truss systems MaANSUIPIt Quality Criteria, DSSd9 and BCSI luldhD Component 6904 Parke East Blvd. Safely Information avollable from Truss Plate Iruflull 218 N. Lee Sheet Suite 312. Alexandra. VA 22314. Tampa, FL U610 Truss Truss Type City Ply 1641717T16735522 P71h 7 T10 Hip 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, - 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Apr 9 09:43:41 2019 Page 1 I D:Z1R9n377jc4Swh7CW Ee8YCwCXf-EbEhCVgcZEeGfhtOPTmolOsf6eJyV6zZSO0kcNzSUZW 29-0-0 33-&12 14 a3-0 ltbl 17-1.10 2441-4 2511-a 33 a'a 40-105 47-a-0 5a-eE 58-0-0 59-e-9 -6- a-4.0 3-2.1 ~ 5-]4 + ]-9T -1 + 4 O04 1�i 8-9d0 3-1-8 7-2-10 4-&d -- Scale =1:108.0 5x6 = Special 5.00 12 Special 5x6 = e 23 1221 'Y9 20 1a 18 O° 171b 15 ST1.5.8 STP= ST1.5xB STP= 4.10 MT20HS= ST1Exe STP= STl.5x8 STP= 6x8 = 6xB = 9-4-0 11-6.7 17-1-10 24-11-4 25-0-0 33-0-0 33-0-12 40-10-' 47-8-0 5&0-1 8-4-0 3-2-1 5-7-8 7-8-10 0- -12 8-0-0 0- -12 7-9-10 &9.70 I 10.4-0 Plate Offsets (X Y)- f 15:0-3-8 0-3-121 I23:0-M 0-4-Ol LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.19 18-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.3418-20 >999 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.95 Horz(CT) 0.04 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MSH Weight: 365 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc pudins. 7-8: 2x6 SP No.2, 1-5,10-14: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or6-" oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 11-17. 4-23 WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. (lb) - Max Hom 2=165(LC 16) Max Uplift All uplift 1001b or less atjoint(s) except 2=-151(LC 17), 23=-791(LC 12), 15=-680(LC 13), 13=-156(LC 12) Max Gmv All reactions 250 lb or less at joint(s) 2 except 23=2800(LC 23), 15=2493(LC 24), 13=439(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-656/1348, 34=516/1266, 4-6=-1754/904, 6-7=-2079/1078, 7-8=-1841/1080, 8-9=-2077/1109,9-11=-1662/913,11-12=-468/623,12-13=-560/410 BOT CHORD 2-23=-1162/719, 21-23=-166/600, 20-21=48011593, 18-20=-503/1851, 17-18=-478/1481, 15-17=-547/419, 13-15=-307/505 WEBS 3-23=404/309, 6-21=-807/512,6-20=-32/392, 9-18=-106/546, 9-17=-10021590, 11-17=-956/1990,11-15=2009/1020,12-15=-322/243,8-18=-156/354, 7-20=-145/336, 4-23=-2557/1224,4-21=-678/1474 NOTES- (9) 1) Unbalanced mot live loads have been consideredfor this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=18ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-6-11 to 4-2-15, Intedor(1) 4-2-15 to 24-11-4, Extedor(2) 24-11-4 to 41-M, Intedor(1) 41-3-3 to 59-6-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 4x6 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 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 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 151 lb uplift at joint 2, 791 It, uplift at joint 23, 680 lb uplift at joint 15 and 156 lb uplift at joint 13. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard `IIIp11111!!/,�, No 22839 9'e s :SOT. O R 1'D.• ,,`S,O N A' ,`� Waiter P, Flon PE No.22839 MITek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 9,2019 Q WARMING -Verhydesign peremefemand READ NOTES ON TRISAND fNCLUDEDMfhFKREFERANCEPAGEMX7473reV. 10=015SEFOREOSE Design valid for use only with Mnek® connectors. This design Is based only upon parameters shown, and Is for an IndMtlual building component, not ��- a taus system. Before use, the buJtling designer must verify o applicability of design parameters and properly Incorporate tba design Into the overall building design. Bracing Indicoled Is to prevent buckling of IndNiduai tars web and/or chord members only. AddlBonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding me fabrication, storage, delivery. erection and bracing of busses and tors systems. McANM/1PIt Quality Criteria. D3049 and SCSI Building Component 69N Pane East BNd. Safety Infonnallonavaliable from Truss Rate Institute. 218 N. Lee Sheet, Suite 312, Alexandra. VA 22314. Tempe, FL 33610 Job. Truss Truss Type O1Y ply 1641717 T76735522 1641717 T10 Hip 2 1 Jab Reference o tional Source, Plat Uny, FL - 32556, 8.220 s Nov 16 2018 MTek Industries, Inc. Tue Apr 9 09:43:41 2019 Page 2 ID:ZIR9n377jc4Swh7CwEeeYCwCXf-EbEhCVgcZEeGiMOPTmolOsf6eJyV6zZSOOkcNzSUZ W LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber lncmase=1.25, Plate Increase=1.25 - Uniform Loads (pig Vert: 1-7=-60, 7-8=-60, 8-14=-60, 2-20=-20, 18-20=-80,13-18=-20 Concentrated Loads (lb) Vert: 30=.75 31=-75 Job Truss Truss Type Oty Ply 1641717 T16735523 1641717 Tll Piggyback Base 2 1 Job Reference (optional) 6UImers rind bourse, clam Ury, FL-32bbb, a d 5x6 -- 5.00 12 Special II Special 6 7 32 33 34 35 6.22U S NOV lb 2015 MI I ex )n377jC4Swh7CW Ee8VC20CXf-AzM R 3 9.-.11 43.0-13 47-8 1-8-1� 8-&2 4-7- 2x4 II 804 MT20HS II 8 9 Inc. Iu9 Apr 909:43:432019 Scale = 1:108.0 5 26 25 L4 ar 23 22 L1 20 19 36 1ll 17 16 ST1.5x6 STP= ST1.5xe STP= 4x6= 6x8= 6x12 MT20HS = 6x8= 4x6= STI.W STP= ST1.5x8 STP= 4x6 = 3x8 II Sx8 = 2x4 II 2x4 II 4x6 = 6x8 = 4x6 = 8-0-0 14-11-2 23-2-5 8-0-n eaa R.49 -114bW.n-_11o I I.11ol. 3.R9.-11. 1 43R-.0a.�13 b7.-z8-n0 me0AR.1a .Plate Offsets (X,V)— 19:0-24.0-5-01 rl6:0-3-8.03-121,[19:0-3-8.0d-O] f23:0-3-80-0-01,[25:0-3-80-2-8] LOADING (pst) SPACING- 2-" C51. DEFL in (foe) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.34 20-22 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.65 20-22 >724 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(CT) 0.03 14 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-MSH Weight: 3701b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except TOP CHORD Structural wood sheathing directly applied. 6-9: 2x4 SP M 31, 14,11-15: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 SP No.2 *Except* WEBS 1 Row at midpt 3-25, 7-22, 8-20 18-21,21-24: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. (lb) - Max Horz 2=155(LC 12) Max Uplift All uplift 1001b or less at joint(s) except 2=-141(LC 17), 26=-750(LC 12), 16=-641(LC 13), 14=-158(LC 12), Max Grav All reactions 2501b or less atjoint(s) 2 except 26=2792(LC 23), 16=2444(LC 24), 14=487(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3_ 578/1263, 3-5— 1545/803, 5-6=-2178/1110, 6-7=-1944/1119, 7-8=-1944/1119, e-9=-1944/1119,9-10=-2176/1140,10-12=-1342/803,12-13=516/473,13-14=-615/415 BOT CHORD 2-26=-1085/646, 25-26=-1085/646, 23-25=427/1367, 22-23=-575/1947, 20-22=-575/1947, 19-20=-575/1947, 17-19=411/1244, 16-17=-423/458,14-16=-225/556 WEBS 3-26=-2498/1271, 3-25=-1197/2536, 5-25=-1147/641,5-23=-182/741, 6-23=-175/657, 9-19=-195/711,10-19=-275/965,10-17— 1350/731,12-17=-890/1789, 12-16=-1877/928, �1p111111ff 13-16=-369/280, 7-22=471/125, 8-20=497/138 P ��i4 NOTES- (8) ,\\\\`:ER �P•�GENS.: 1) Unbalanced roof live loads have been considered for this design. ,��, F ••. �� 2) Wind: ASCE.7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf;, h=18ft; Cat. II; Exp B; Encl., NO 22839 •� GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-11 to 4-2-15, Intedor(l) 4-2-15 to 23-2-5, Ektedor(2) 23-2-5 to 314-12, �. �, * C Interior(1) 31-4-12 to 34-9-11, Extedor(2) 34-9-11 to 43-0-13, Interior(1) 43-0-13 to 59-6-11 zone;C-C for members and forces R MWFRS for Lumber DOL=1.60 DOL=1.60 reactions shown; plate grip 3) Provide drainage to water adequate prevent pending. 4) All MT20 indicated. i '• - plates are plates unless otherwise 5) This truss has been designed for a 10.0 bottom chord live load nonconcument with any other live loads, OF i O psf 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 ,0T •• ( V. fit between bottom BCDL= 10.Opsf. • �j�ss • OR I will the chord and any other members, with 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 Itsuplift at joint 2, 7501b uplift at • ��?`\\ , 4I�O 14. � \\` j"' joint 26, 641 Ib uplift at joint 16 and 1581b uplift at joint `, 111111`NAL� 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code.' Walter P. Finn PE Ne.22839 MITek USA, Inc. FL Cart 6634 LOAD CASE(S) Standard 6904 Parke East Blvd. Tampa Fl. 33610 Data: ADM 9.2019 Jab Truss Trues Type aty Ply 1641717 T16735523 1641717 T11 Piggyback Base 2 1 Job Reference (optional) + Builders First Source, Plant City, FL- 32566, 8.220 a Nov 16 2018 MiTek Industries, Inc. Tue Apr 9 09:43:43 2019 Page 2 ID:7JR9n3?4jc4SWh?CWEe8VCwCXf-AZMRdAst5sv_u71 n%toGgRx_KS55z?6swhVrhGz5UZU LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-6=-60, 6-9— 60, 9-15=-60, 2-22=-20, 20-22=-80,14-20=-20 Concentrated Loads (lb) Vert: 33=-75 34=-75 QWARNING-VedlydeslgRPoreme(enaed REAONO7 S ON MISANOINCLUOEOMR KNEFENANCEPAGEMX7m.,. f&MOISSUCREUSE. Design volid for use oNy wilh Mrel0connectors. ibis design is based or,y upon parameters shown, and is for on Indlvduol building component, not a truss system. Before use, Me building designer must verity the applicablllty at design parameters and properly Incorporate Mis design into the overall bullding design.Bracing Indicated is to prevent buckling of lndNWucl tuss web and/or chord members only. AddrIonal temporary and permanent bracing b always requlredfor stability and to prevent collapse with possible personal injury and property damage. For general guldance regarding Me fabrication storage, delivery, erection and bracing of trusses and truss systems. WeANSVI9I1 CUWMy Criteria, DSB49 and SCSI Building Component Safety Informalbmvolloble from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. MiTek' 69M Parka East BNtl. Tampa, FL 33610 Job Truss Truss Type Ory Ply 1641717 • T76735524 1641717 T12 Piggyback Base 2 1 Job Reference (optional) T Builders First Source, Plant City, FL-32566, 5.00 12 8.220 s Nov 16 2016 MiTek Industries, Inc. Tue Apr 9 09:43:45 2019 5x8 = Special 2x4 II 2.4 I Special 6x6C Scale = 1i106.0 26 25 24 38 23 22 21 2D 19 39 16 17 16 STI.Sx8 STP = STI.5x8 STP= 4x6 = US = 6x8 = 6x6 = 4.6 = ST1.5x8 STP= ST1.Sx8 STP= 46 = 3.8 II 5x8 = 2x4 II 2x4 II 4.6 = Sx6 = 46 = 8-40 1411-2 23-2.5 -11-4 29.00.0 33.042 34.9-11 43-5-03 47-8-D 58.0.0 84.0 17-2 &324- 40.12 4.0-12-2 4-2-3 10.40 17 d Plate Offsets (X,y)- f6:0-5-0,0-241, f9:0-4-9,0-2-61, I76:0-3-0,0-3A1,f19:0-3-8,0-4-0l,123:0-3-8.0-4-01- f25:0-3-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert ft-Q 0.35 20-22 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.68 20-22 >697 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.96 HOrz(CT) 0.03 14 n1a n/a BCDL 10.0 Code FBC20171IPI2014 Matrix-MSH Weight: 3701b FT=20% LUMBER- SPACING - TOP CHORD 2x4 SP M 31 "Except' TOP CHORD Structural wood sheathing directly applied or 4-24 oc pudins. 14,11-15: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 3-25, 8-20, 7-22 WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. (Ib) - Max Horz 2=155(LC 16) Max Uplift All uplift 1001h or less atjoint(s) except 2= 148(LC 17). 26_ 746(LC 12), 16=-647(LC 13), 14=-157(LC 12) Max Grav All reactions 2501b or less at joint(s) 2 except 26=2830(LC 23), 16=2392(LC 24), 14=521(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All fames 250 (lb) or less except when shown. TOP CHORD 2-3=-586/1302, 3-5=-1465f777, 5-6=-2164/1099, 6-7- 1931/1109, 7-8=-1931/1109; 8-9=-1931/1109,9-10=-2183/1131,10-12=-13037775,12-13=-616/369, 13-14=-712/435 BOT CHORD 2-26=-1121/656, 25-26=-11211656, 23-25=-398/1295, 22-23=-565/1936, 20-22=-565/1936, 19-20=-565/1936, 17-19=-394/1226,16-17_ 335/551, 14-16=-223/644 WEBS 3-26- 2506/1268,3-25=-1179/2512,5-25=-1215/667,5-23=-216/822.6-23=-175/656, 9-19=-151/632, 10-19=-300/1007,10-17=-1388/765.12-17=-876/1696,12-16=-1791/898, 13-16=-364/282, 8-20=413/101, 7-22=-483/131 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; E1te B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-6-11 to 4.2-15, Interior(l) 4-2-15 to 23-2-5, Extedor(2) 23-2-5 to 31-4-12, Interior(1) 31-4-12 to 34-9-11, Exterior(2) 34-9-11 to 43-0-2. Interior(1) 43-0-2 to 59-6-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL--1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 lost 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, with BCDL= 10.Opst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148lb uplift at joint 2, 7461b uplift at joint 26, 6471b uplift at joint 16 and 157lb uplift at joint 14. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead+ Root Live (balanced): Lumber Increase=1,25, Plate Increase=1.25 Uniform Loads (plt) Vert: 1-6=-60, 6-9=460, 9-15=-60, 2-22=-20, 20-22=80, 14-20=-20 ,1`111111111//1j, G E N SI. �Nti No 22839 Walter P, Finn PE Nolan MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 9,2019 Job Truss Truss Type b Oty Ply 1641717 V T16735524 1641717 T12 Piggyback Base 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. LOAD CASE(S) Standard Concentrated Loads (III) Vert: 33= 7b 34=75 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Apr 9 09:43:45 2019 Page 2 ID:ZIR9n3??iD4Swh?CwEe8YCzoCXf-7MUB2st7dT9i71 B9elrkwsOMbFnRRvs9N?_y19zSUZS ,&WARNING -Verify design pemmetemanCREADNOTES ON MIS AND INCLUDED MWEKREFERANCE PAGE M67473mv. felAV1015 BEFORE USE. Design valid for use onlywith MRek9 connectors. fib design Is based oNyupon parameters shown and Is for on InclOdual building component, not �'' a truss system. Before we, Me building designer must verify the appllcabllity of design parameters and properly Incorporate this design Into the overall bullding design Bracing Indicated is to prevent buckling of lndMtluol Muss web and/or chord members only,. Addillonal temporary and permanent bracing MiTek' S always required for stability antl to prevent Collapse with liosvble personal Injury and property damage. For general gultlanca regardingthe fabrication storage, tlelNery, erection and bracing of trusses and truss Systems. seeANSVIPiI Quality Cli OS349 and SCSI Bidding Component Sai Infarmntbrrwaliabie from Thus Plate Institute, 218 N. We Sheet, Suite 312, Alexandria. VA 22314. 69N Pence East Blvd. Tempe, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 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 2/1dr For;4 x 2 orientation, locate plates 0-1r0 from outside edge of truss. This symbol Indicates the _ required direction of slots in connector plates. Plate location details available In MTek 20/20 software or upon request. PLATE SIZE The first dimension Is the plate width measured perpendicular 4 X 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text In the bracing section of The output. Use T or I bracing If indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section Indicates joint number where bearings occur. Min size shown Is for crushing only. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction, DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System I 6-4.8. I dimensions shown in sixteenths IT"II (Drawings not to scale) JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-131 1, ESR-135Z ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind ioads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITekO All Rights Reserved MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for two system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Two 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 two 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 two at each joint and embed fully. Knots and wane at joint locations are regulated by AN51/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/1PI 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. 1.1. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling Is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/' Center plate on joint unless x, y 4 offsets are Indicated. �-8�-dimensions shown In ft-in-sixteenths I I (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system, e.g. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. O/rar c1-2 c2a M 2. Truss bracing must be designed by an engine r WEBS 4 p q� wide truss spacing, Individual lateral braces th lve2 may require bracing, or alternative Tor I ¢ a n Oc R O bracing should be considered. a 3. Never exceed the design loading shown and rmpr < a- a U stack materials on inadequately braced trusses m o p m 4. Provide copies of this truss design to the building 3 For 4 x 2 orientation, locate cz-e co-r csa BOTTOM CHORDS designer, erection supervisor, property owner ang, plates 0-14 from outside all other Interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE Joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/rPI 1. connector plates. THE LEFT. 7. Design assumes trusses well be suitably protected from Plate location details available in MTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/rPl 1. Software or upon request. NUMBERSAETTERS. 8. Unless otherwise noted moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR3282 camber for dead load deflection. the length parallel to slots. r 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and ^� 7 Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. In all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudlns provided at CYy// output. Use T or I bracing spacing Indicated on design. if Indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14 Bottom chords require lateral bracing of 10 f .spacing. or less If no ceiling Is Installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports)occur. Icons vary but dle�� © 2012 MITek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17, Install and load vertically unless Indicated otherwise. Min size shown Is for crushing only. yp 18. Use of green or treated lumber may pose unacceptable ffd environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSIITP11: National Design Specification for Metal 19. Review all portions of this design (front, back words Plate Connected Wood Truss Construction. and pictures) before use.. Reviewing pictures alone Is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, M !Te k® 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/IPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 O L r V) M