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r Site Information: Customer Info: Wade Jurney Project Name: 40 1200_B Model: 40_1200 B Lot/Block: Subdivision: Address: City: State: FL 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPl2014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 25 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T13177460 Al 2/8/18 18 T13177477 HJ1 2/8/18 2 1 T13177461 lCJ1 2/8118 19 T13177478 H-12 218/18 3 T13177462 CJ3 2/8! 8 20 T13177479 I HJ3 2/8/18 I4 T131774631CJ5 I218/18 I21 IT13177480IT1 I2/8/18 I �5 T13177464 E.13 12/8118 I22 T13177481 I T2 1218/18 I6 1T13177465 IEJ4 1218/18 I23 IT13177482 IT3 I2/8/18 I7 IT13177465 IEJ4A 12/8118 I24 IT131774831T4 I218118 I I8 IT13177 67IER I218/18 I25 IT13177484IV1 I2/8/18 9 T13177468 GR1 2/8/18 10 T13177469 GR2 2/8/18 11 T13177476 6R3 2/8/18 12 T13177471 1-11 2/8/18 I13 I T13177472 I H2 2/8/18 �14 IT13177473 H3 I218118 �15 T13177474 -H4 2/8/18 I 16 T13177475 I H5 218/18 17 IT13177476 11-16 I218/18 I 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, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MTek'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 ANSI/TPI 1, Chapter 2. pO�I0SR'P rF 39 Walter P. Bnn PE No.22839 M7ek USr4 Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: __EgRnV,20I8 Finn, Walt?1`e 1 of 1 Job Truss Truss Type Dry Ply T13177460 4 1200_B 2CAR Al Common 7 1 Job Reference a ti nal Builders FirstSource, Plant City, FL 3a566 8.130 s Sep 152017 MiTek Industries. Inc. Thu Feb 8 09:03:32 2018 6-2-8 4.8-6 6-1-2 6.1.2 441E 6-241 4x6 = 4.00 12 Scale = 157.7 11 14 Ij 3x8 = 3x4 = 4x5 = 3x6 = 4x6 = 3x4 = 3a5 — 8-10.14 1T00 I 25-1-2 3400 8-10-14 &1-2 8-1-2 8-10-14 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/TPI2014 Cat. TC 0.66 BC 1.00 WB 0.76 Matrix-SH DEFL. in (too) Odeft L/d Vert(LL) 0,27 14 >999 240 Vert(CT)-0.5014-16 >808 180 Holl 0.15 10 n/a n/a PLATES GRIP MT20 2441190 Weight: 157 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=13091038, 10=130910-3-8 Max Hom 2=109(LC 16) Max Uplift 2=605(LC 8), 10=605(LC 9) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=-3176/1920, 3-5=-2904/1758, 5-6=-2029/1332, 6-7=2029/1332, 7-9=-2904/1757, 9-10=3176/1920 BOT CHORD 2-16=-1710/2966, 14-16=1411/2519, 12-14=1427/2519, 10-12=1726/2966 WEBS 6-14=-500/931, 7-14=769/550, 7-12=-149/470, 9-12=314/304, 5.14=769/550, 5-16=-149/470, 3-16=-3141304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=1.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl.. RS (envelope) and C-C 13 nee 1 60 right end left end rightexposec C C for forces 8 MWFRS for hewn; Cantilever vvertical members and reactions V1f_R'�?�4? Lumber DOL plate griped; ,`.%% E N +•• 3) This truss has been designed for a 10.0 par bottom chord live load noncencument with any other live loads. • ,�` G S V F�•. �� 4) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� will rd between the bottom chord and any other members. • • NO '1 x2839 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 605 lb uplift at joint 2 and 605 lb uplift at = *,. : joint 10. :9 A F .•�� � • O R 1 . It "111111111110% Walter P. Fnn PE No.22839 MTek USA, Inc. FL Cart 6634 004 Parke East Blvd. Tampa R.33610 Date: February 8,2018 AWARNING-Vies design Pa .I. andidi NOTES ON r10S AND INCLUDED MITEKREFERENCE PAGE M P7473 rev. 10/032015BEFORE USE. Design valid for use only with MiTeh40conneclors. This design is based only upon parameters shown, and is for an Individual building componeM not ;- a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incuryorme this design he Neoverag building design. among indicated is to prevent buckling ofindivldual truss web andlor Ncid members orgy. McConal temporary and permanent bracing MiTek' is always h quired for mildly and to prevent collapse with Possible personal injury and propertydamrage. Forged guidanw higaNing the fabrication, storage, delivery. erection and brectng oftmsses and truss systems. we ANSIRPI1 Quality cdteda, DSUS and Best Building Component 69W Pars East Blvd. Sarery Inlormation available from Truss Plate Instlute, 218 N. Lee SVeel, Suite 312, Alexandra, VA22314. Tampa, FL 36310 •lob Truss Truss Type Oty Pry • T13177461 401200_B 2CAR CJ1 Comer Jack 12 It _ Reference (Dobpnal) Builders FindSource, Plant City, FL 33566 8.130 s Sep 15 2017 MTek Industries, Inc Thu Feb 8 09:03:32 2018 Page 1 ID:iggw3kJFy2V2wONW7e?BJ6zgFSB-mXbi6hwkMiAdP7v FiFCIgpDWgC67uSPiBLy_znFAv -1-0-0 -0-0 l 1-00 Scale =1:6.1 IN - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumbef DOL 1.25 BC 0.03 Ven(CT) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 5lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 141-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/sae) 3=-4/Mechanical, 2=121/0 3-8, 4=10/Mechanical Max Harz 2=40(LC 8) Max UpIM 3=5(LC 13), 2=135(LC 8), 4=-13(LC 8) Max Grant 3=16(LC 8), 2=121(LC 1), 4=19(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vu11=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 3) • This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 Ill uplift at joint 3, 135lb uplift at joint 2 and 13 lb uplift at joint 4. 4111 P. .``%% VIER CENS• No 22839 OF :��/ 4-0R E%. /ONA� Waiter P. Finn PE No.22839 MTek USA, Inc. R. Cart 6634 6gD4 Parke East Blvd. Tampa FL 33610 Date: February 8,2018 QWARNING. Verity EesfOnswramerera and READ NOTES ONT Me MD INCLUDED HTEKREFERENCE PAGE MA7473rev. 109Y2015BEFORE USE. Design valid for use only with MTeM wnneclors. This design is based only upon parameters shown, and is bran individual building componedL not a Wss system. Before use, the building designer must vent' Ue applirabiaty of design paremetere and dopeM incorporate this design into the overall buildingdeslgn. Bredng indicated is to prevent buclding of individual muss web ardor Moth members only. Additional temporary and permanent bracing MiTek' 7 Is always requited for stabdity and to prevent collapse who Possible pelsolwl Injury and pmpedy damage. For general guidance regarding the fabrication. storage.delivery, ereidien and belong of busses and truss systems. we ANSUiPIll Quality Cnteria, DSBJi9 and BCSI Building Comp onent 6904 Parke Fast BIM. SuerylMormatlon available fmm Truss Plate Instdute, 218 N. Lee street, sure 312, Alewwd1 , VA=l4. Tampa, FL 36610 Truss Truss Type QryPlyT13177462 r40_1200:2CAR CM Comer Jack 8 1 Job Referenceo Honal Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 Mrfek Indusbies, Inc. Thu Feb 8 09:03:33 2018 Page 1 ID:iggw3kJFyZV2wONw7e?BJ6zgFS8-Ek94J1wM701U1 HUmpPmRH 1 MN59?UrS8beMmUQmFAu Litz i Scale =1:9.4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (toe) Ydeft Ltd PLATES GRIP TCLL 20.0 Plate GNP DOL 1.25 TC 0.14 Vert(LL) -O.00 2-4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na n/a SCOL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 11 lb FT=20% LUMBER. BRACING. TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. REACTIONS. (Ib/size) 3=63/10echar ical, 2=17SID-3-8, 4=28/Mechanical Max Hoe 2=72(LC 8) Max Uplift 3=-58(LC 12), 2=-130(LC 8) Max Grav 3=63(LC 1), 2=178(LC 1), 4=56(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- - 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mphl TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 24-13, Inleriar(1) 2-4-13 to 2-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 Pat bottom chard 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 58 Its uplift at joint 3 and 130 lb uplift at joint 2. ,�P\j C E Nr! No 22839 4% OF :N SiONA%_ ��C��. Walter R Finn PE No.22839 Mffek USA, Inc. FIL Cert6634 6904 Parke East IDvd. Tamps FL 33610 Date: February 8,2018 AwasuaNG. Variydeslgo Penmarm oad READ NOTES ON TIOSANDINCLWED48TENREFERENCEPAGEMII-74T3nv. 10,0=015 BEFORE USE. Design valid for use only with Mnel®conneMm. This design is based only upon parameters strewn. and is far an Individual building cemponaut.net �'• a mass "am. Before use, the building designer must ve&y Pe applicability &design parameters and property Incorporate this design into me overall building desgn. Bmang untested is to proven buelding mindwidual"as web an&or chord members only. Adddlonal temporary and permanent bracing MiTek' is always required far stability and to pmwM collapse with possible personal injury and pmpeM damage. For general guidance regarding the fabreabon, storage. delivery, emdmn and brefing of trusses and truss systems, see ANSV111I1 Quality omens, OSB89 and SCSI Building Component 69U Parke Fag Blvd. Safety Inf umallon available over Truss Plate Ins gme. 218 N. Lee Street. Suite 31Z Alexandria, VA22314. Tampa, FL 36610 Truss Type Dry Py T731774fi3 200B 2CAR�CJ5 �41 Comer Jack 4 1 Job Egfigainoe b Canal Builders Firsagource, Plant City, FL 33566 I." — 5-0M i LOADING (pat) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 TCDL 7.0 Lumber DOL 1.25 SC 0.28 BCLL 0.0 ' Rep Stress Ina YES We 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 REACTIONS. (Ib/size) 3=122/Mechanical, 2=247/0-3-8, 4-08/Mechanical Max Horz 2=105(LC 8) Max Uplift 3=108(LC 12), 2=153(LC 8) Max Gmv 3=122(LC 1), 2=247(LC 1). 4=96(LC 3) FORCES. (lb) - Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown. 8.130 s Sep 15 2017 Scale =1:12.7 DEFL. In (loot Odeft L/d PLATES GRIP Vert(LL) -0.03 2-4 >999 240 MT20 244/190 Vert(CT) -0.06 2-4 >909 180 Hom(CT) -0.00 3 n/a n/a Weight: 17 In FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vut=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsh, h=15R; Cat. II; Exp Q Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-D-0 to 2-0-13, Interior(l) 2-4-13 to 4.11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 par bottom chord live load nonconcument with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Tit between the bottom chord and any other members. 4) Referto girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1081b uplift at Joint 3 and 153 Ib uplift at Joint 2. �i No 22839 - 03 i19p: tH of ............ Water R Finn PE ND22839 MTek USA Inc. R Dert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 8,2018 ,&WARNING-VeNry Jasignpanmetwoantl READNOTES ON TWS AND INCLUDED a KREFERENCE PAGE MIPW3rw. lO Ofa BEFORE USE. . Design wild for use only wet Mtiet® connectors. This design is based only upon parameters shown, and is for an lndivIdual bustling component, not a truss system. Before use, me building designer must verily to applicability of design parameters and properly Incorporate Nis design bdo the overall buildingdesign. Bidding indicated is to prevent bucluing of indMdual fuss web andlor onord members only. fWdNonaltemporaryandpennanentbraung MiTek' isaways reguimdkfMabilayandtopmv dmilapewM possible persomilinju,rand popery damage. Forgenemlguldanceregafdingthe fabrication, sorage, deletery,ereCion add beating trusses and truss systems, we MSM11 Quality Cdleda, D5849 and Best Building Component 6904 Parka East BIW. Wery Inlormallon available hom Truss PWte Ina tMo, 218 N. Lee S met Sude 31Z Nemndra, VA M14. Tampa, FL 36610 Tru Truss Truss Type Truss Type Qty 17' T13177464 EJb �4122Q0-B-2CAR pC 3 Reference (optional) Builders FirdSoufce, Plant City, FL 33566 1-0-0 1 3.0A 09:03-W 2018 Scale =1:9.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl LID PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(L-) 0.01 2-4 -999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Ina YES We 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnxr P Weight: 11 Be FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/sIze) 3=64/Mechanical, 2=177/0-3-0, 4=28/Mechanical Max Horz 2=72(LC 8) Max Uplift 3=59(LC 12), 2=176(LC 8), 4=39(LC 8) Max Grav 3=64(LC 1), 2=177(LC 1), 4=56(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuH=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedcr(2)-1-0-0 to 2-4-13, Interior(1) 2-4-13 to 2-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed; parch left exposed;C-C for members and forces 13 MWFRS for reactions shown; Lumber DOL=1160 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent 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-D-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 3, 176 lb uplift at joint 2 and 39 Ib uplift at joint 4. ,,11111111111111', S�.v�GENs4s, sa aa No 22839 ,ONA� fill Waiter R Finn PE No.22839 MTek USA Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 8,2018 AwAfdansiVraxEeslgnpanmemesand READNOTE50NThai INCLUDED MITEKREFERENCEPAGE Ml1i 10AZZ20156EFOREUSE. Design valid for use onlywan MneA® connectors. This design la based only upon parameters shown, and b for an individual building compares, not a busssystem. Befora use, Me building designs, muCwnry the applemei ty of design parameters and propedy incorporate this design !Memo overall buildingdesign. Bracing in4icsted is to prevent bucking of lndiNdual Vasa web andlor Nos members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse win possible personal injury and property damage. For general guidance regarding no falemeion, storage, delivery, erection and leading oftmseds and truss systems, see ANSIRPI1 Quality Criteria, USlla9 and BCSl Building Component 69" paned East Blvd. Safety bdomotion evaibbie Dom Tmss Plate lnelde, 218 N. tee SUeet, Suite 312. Plelandra, VAM14. Tampa, FL U610 Truss Truss Type Dty, Piy T13177465 r4C�1200L_a_2CAR EJ4 Jack -Open 7 1 11-I, seftianch, o tional Builders FirstSource, Plant City, FL 33566 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20:0 Plate Grip DOL 1.25 TO 0.34 TCDL 7.0 Lumber DOL 1.25 BC 0.19 SCLL 0.0 ' Rep Stress Ina YES WB 0.00 BCDL 10.0 Code FBC2017rTPI2014 Matrix-P LUMBER. TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=98/1yechanical, 2=217/0-38, 4=40/Mechanical Max Horz 2=91(LC 8) Max Uplift 3=88(LC 12), 2=143(LC 8) Max Grav 3=98(LC 1), 2=217(LC 1), 4=79(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (to) or less except when shown. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Feb 8 09:03:36 2018 Page 1 I D:iggw3kJFyZV2wONw7e?BJ6zgFS8-eJgCYGzFPxg3ulCLUXK8vg_r7M0e2pu2KK9Y51znFAr Scale =1:11.3 DEFL. in (loc) Udell Lld PLATES GRIP Ved(LL) -0.01 2-4 *99 240 MT20 244/190 Vert(CT) -0.03 2-4 >999 180 Hoa(CT) -0.00 3 Ida n/a Weight: 141In FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4.2-0 ac pudins. BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 2-4-13, Intenor(1) 2-4-13 to 4-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 2) This truss has been designed for a 10.0 Pat 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 Its uplift at joint 3 and 143111 uplift at joint 2. V No 22839 11��JJ"" •,d'S+�ONAL EC1���le Waller P. Firm PE No.22839 NLTek USA, Inc. FL Gert 6634 6904 Parke Past Blvd, Tampa R.33610 Date: February 8,2018 AWARNING-Vanardevlgn parameows antl HEAD NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE ARPM3 rev. 1010120156EFORE USE. ' Design valid for use only our Atmekle connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Befom use, Pe building designer must verity the applicability of design parameters and property incoryorate this desgn Into the overall bukingdesigm Bracing indlW" is to prevent budding ofindiAdual Moss web andlor Cord members only. Motional temporary and permanent bracing MiTek' isabwaysre9ulredfornab4d,.dtgpreventwllapaew8hpossiblepersomlinjugmdpmp r"mage. Forgeneralguidanceregardingthe hbdcegon, storage, server , erection and bracing of tmsaes and truss systems, see ANSUTPB Duality Critelli, DSB49 and SCSI Building Component eg01 P." Past BIM. Safety Information available fmm Truss plate InMWe, 210 N. Lee Street, Sufte 312, Nemndda. VA 22314. Tampa. FL U610 ob Truss Truss Type Dry Ply • T13177466 40 1200 B 2CAR EJ4A Jack -Open 6 1 Job Reference (optional Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc Thu Feb 8 09:03:37 2018 Page 1 ID:iggw3kJFyZV2wONw7e?BJ6zgFS8-7VOb90xtAFmVvnX2FrNStW?OmLMGBBZ u6dBmFAq Scale =1:11.3 42-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vde8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.01 1-3 >999 240 MT20 2441190 TCDL 7.0 Lumber COL 1.25 BC 0.19 Vert(CT) -0.03 1.3 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 2 n/a n1a BCOL 10.0 Code FBC2017frPI2014 Matrix-P Weight: 131b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-0 Do purlins. BOT CHORD 2x4 SP ND.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=146/0-3-8. 2=107/Mechanical, 3=40/Mechanical Max Horz 1=69(LC 8) Max Uplift 1=57(LC 8). 2=93(LC 8) Max Gmv 1=146(LC 1), 2=107(LC 1), 3=79(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All tomes 250(lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=,.2psf; BCDL=3.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0.1-12 to 3-6-9, Interior(1) a-6-9 to 4-1-4 zone; Cantilever left and right exposed ; end vertical left and right ezposed;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 get bottom chord live load nonwnwrrent 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 3-6-0 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 57 Ib uplift at joint 1 and 93 Its uplift at joint 2. ,`SI lC i� ` No 22839 —O. 9�:OOF f Nzi 00..a /ONA' fc%%I% Waiter P. Ron PE N0.22839 Mlrek USA Inc. FL Cert 6634 6904 Parke East BMd. Tampa FL 33610 Date: February 8,2018 ,&WARNING.Vd?ydesrgnpaamefarsand READNOTES ON MS AND INCLUDED Wh EKREFEf1ENCE PAGE Mr1-747s.. 10/0511015BEFORE USE. saaras Design valid for use only with MGM connegors. This design is based any upon parameters shown, am! is for an lndMdval building component not a toss system. Before use, the building designer must venyme applicability of design parameters and Properly incorporate this design Into the overall bundingdeogn. Baling indicated is to buckling of individual truss web andlor Word members only. Additional temporary and permanent emong M!Tek' prevent is always movies! for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bating of Wsses and truss systems ,see ANS111711 Quality Criteria, DSB49 and BCSl Building Component 6909 Parke East Blvd. Safely Information available tam Toss Plate Institute, 218 N. Us Street Buae 312, Alexandra, VA22316. Tampa, FL ae610 ob. Truss Truss Type 7�Jb T13177467 40_1200 B 2CAR EJ7 Jack -Open efere(optional) Builders FinlSource, Plant City, FL 33566 7-0-0 3x6 = 152017 LOADING (psQ SPACING- 2-M CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Verf(LL) 0.13 2-4 >622 240 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.21 2-4 >397 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a WE BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (Ito/size) 3=166/Mechanical, 2=318/03-8, 4=81/1vechanical Max Holz 2=138(LC 8) Max Uplift 3=135(LC 12), 2=-179(LC 8), 4=-1(LC 12) Max Gray 3=166(LC 1), 2=318(LC 1), 4=125(LC 3) FORCES. (to) -Max. Comp./Max. Ten. -All forces 250 ita, or less except when shaven. Base; 3/4'=I' PLATES GRIP MT20 244/190 Weight: 23 In FT=20% BRACING. TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc punins. SOT CHORD Rigid ceiling directly applied Or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vud=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(l) 2-4-13 to 6-11-4 zone; Cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber D0L=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat 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 200 wide will fit between the bottom chord and any other members. 4) Referto girder(s) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1351b uplift at joint 3, 179 lb uplift at joint 2 and 1 lb uplift at joint 4. ♦1,/111111//11111 O♦♦ P� ..r P GENS No 22839 9 A F � 141 'O�F ,O R 5 O-"ON44 C kX 10 •11.4p IONAL S%6. Walter P. Finn PE No.22839 MTek USA, Inc. R. Ceft6634 6904 Parke East Blvd. Tampa FL 33610 Date., February 8,2018 AwARNINO- Varifydeslgnpammemm and READ NOTES MAIMS AND INCLUDED AUTEKNEFERENCEPACUAIX7/73re'. fOPoMOIS6EFORE USE. ' Design valid far use only with MTek® connectors. This design is based only upon parameters shown, and is far an individual building component, not a buss, system. Before use, the building designer must verify me applicability of design parameters and properly maorporete this design WoOe overall bu0dingdeslgm Bracing indicated is to prevent buckling of inrAdual "as web andlor chord members only. AddNanaltempmary and permaneN bracing MiTek' Isalwayerequiredfor9abady.dtopreventmil psewdhpossiblepemomllnjurymdpmpeMdamage. Forgeneralguidancareganingthe fabrication, storage, delivery, erection and trading oftrusees and Wss systems, see MSM11 Quarry Criteria, OSB89 and Best Building Component 6904 Parke East BAN. Safetyinformation available from Truss Glace hattute, 218 N. Lee Street, Sure 31Z Alexandra, VA22314. Tampa. FL 36610 Job Truss Truss Type Oty PIy • T13177466 40 1200 B 2CAR GR1 HIP GIRDER 1 2 _ _ _ ob Reference fopli.n.11 Builders FIMMurce, Plant city, FL 335bb 1 7-0-0 12-0-0 174)-0 u.t3u s aep 10 zui t mu ex mausmes, Inc I nu rest a ID:iggw3kJFyZV2wONw7e?BJ6zgFSe-%44)nODIrABVMMW6jNO43VVSRn B ?=X} 27.0-0 34-M -0-0 7-0-0 5-0-0 5-0-0 5-0-0 5.0 7-0-0 Special NAILED NAILED NAILED NAILED NAILED Special 4.00 12 Sao $x5 Say NAILED 3x4 = NAILED NAILED 14 = NAILED Spate=1:58.6 31 = 15 24 25 14 25 13 27 28 29 12 30 11 31 32 t0 ass = 3x4 = WILED 4x1DMTZDHS = NAILED NAILED NAILED Us = NAILED NAILED 3'4 Special NAILED 3x4= 4xlOWMHS= Special NAILED NAILED LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (lac) 1defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.70 12-13 -579 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.98 12-13 ,415 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.46 HOR(CT) 0.20 8 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 295 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1'Except' TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins. 3-5,5-7:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.1 G-5 oc bracing. BOTCHORD 2x4 SP No.t WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=264410-M, 8=2644/0-3-8 Max Horz 2=48(LC 27) Max Uplift 2=1453(LC 4), 8=1453(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7271/3872, 3-4=-0701/3654, 4-5=9691/5186, 5-6=9691/5186, 6.7=6701/3654, 7-8=7271/3873 BOT CHORD 2-15=3612/6815, 13-15=4955/9255, 12-13=5388/10079, 10-12=4925/9255, 8.10=-3568/6815 WEBS 3-15=.889/1872, 4-15=2912/1587, 4-13=-254/804, 5.13=508/389, 5-.12=508/389, 6.12=.254/804,6-10=-2912/1587,7-10=-889/1872 NOTES- 1)2-ply truss to be connected together With 10d(0.131"x3' nails as follows: Top chords connected as follows: 2x4-1 now at 0-7-0 cc. R I�� /� Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. ,%% `Q.�•,.....,$.-�i G E N '•. ti �� to If front back face in the LOAD CASE(S) Ply to �� V - F % 2) All loads are considered equally applied all plies, except noted as (F) or (B) section. ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. �� NO 22939 • •: 3) Unbalanced roof live loads have been considered for this design. = *.: 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3Dpsf; h=15ft; Cat. II; Exp C; Encl., MWFRS left left Lumber DOL=1.60 GCpi=0.18; (envelope); cantilever and right exposed ; end vertical and right exposed; plate grip Dovidea as O S • ¢ C 5)Provitle adequaledreina9eto prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. i9 •, $ S 7) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. ��a(� ( Q Q;J �2'��, OR 8) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide �j ` `* �% IN l fit between the ottom chordandher members. air a %%%% 9) Provide de mechanical connection others)tof truss bearing plate capable of withstanding 14531b uplift at Joint 2 and 1453lb uplift at joint 8. 10) 'NAILED" Indicates 3-1 Old (0.148 x3l or3-12d (0.148"x3.25") toe -nails per NOS guidlines. Walter R Finn PE ND.22839 11) Hangena) or other connection device(s) shall he provided sufficient to support concentrated load(s) 161 lb down and 1681b up at Mfrek USA Inc. FL Cert 6534 7-0-0, and 161 lb down and 1681b up at 27.0-0 on top chard, and 449 It, down and 2841b up at 7-D-0, and 4491b down and 284lb 6904 Parke East 81%d. Tampa FL 33610 up at 26-11-4on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. Date: February 8,2018 QWARNING - Vrrty deargn panmrer s and READ NOTES ON THIS AND INCLUDED M ms ( REFERENCE PAGE MIA7V3 rev.1 MMOf 5 BEFORE USE. wasse Deelgnvalkfarae90rty.Mr MT.M.re Bdare.Wades, Is basedonlyupan parameters spawn, and Is ear an NEMEual building w rapOnenL nal ��• gn paere and prepery Ihurparste the design inlotha overag a truss system. Before use, the buhding designer mustverdythe epplkabiI y of deimmel buildngdesign. BraringMoetMistopreventbmdngafeeNdualtrusswebordorchordmembersany. AddNanaltempwaryandpemlaHIntbraWg MiTek' Is always ragutred ter subilhy and to prevent calWpae with possible personal Injury and proper damage. For general gutdanm regaNing the fabrication, storage, deliver , erection and bmdng oftnews and truss systems, we ANSMI Ouagty Cro rla, DSae9 and 8051 Building Camp ... M safetyIrdormauon avalUblehdmTmss Plate InntNe,218N.Lee Street,Suha31ZA ndda,VA22314. 6904 Parke Fast BIM. Temps. FL 36610 Job Truss Truss Type aly Ply • T13177468 1 40 1200 B 2CAR GR1 HIP GIRDER 1 2 Job Reference f.plimall Builders FrslSGume, Plant City, FL 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Feb 8 09:03:40 2018 Page 2 I D:Iqgw3kJFyZV2wONw7e1BJ6zgFS8-X44jnQOrrABVMM W8jN043 WBRwBI_WmdFy7mENhnFAn LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plq Vert: 1-3=54, 3-7=64, 7-9=-54, 2-8=20 Concentrated Loads (lb) Vert: 3=112(F) 5=112(F) 7-112(F) 15=449(F) 10=-449(F) 16=-112(F) 17=-112(F) 18=112(F) 19=112(F) 20=-112(F) 21=112(F) 22=-112(F) 23=-112(F) 24=-61(F) 25-61(F) 26=61(F) 27=61(F) 28=61(F) 29=61(F) 30-61(F) 31 =-61(F) 32=61(F) Q WARNINO•Vwlydaalgn Pammeteraand READNOTES ON MS AND INCLWEDUTENREFERENCEPAGEMll-7 T3.1. 1W=0156EFORE USE. Design valld mr use onlywbb MiTek®wnnedom. This design is based only upon parameters shown, and is br an individual building component,not a truss system. Before use, the building designer must verify 0e appikabitiy of design parameters and property incorporate this design into theaverap bull ingdesign. Bracing indicated is topmvembucNinpoflnNWdualtrusswebendlarNabmembersany. AddNowllempareryandpaimaneMbrecNg MiTek• is aWays requ"d for stabJey and to preverd collapse wM passible personal injury and property damage. Forgenemlguidanwmgamingthe labricetion,storage,delivery,erect'mnendb.dngoftmssesandtmsssystems,see MSDTP110uality Creeds,DSB-89 and SCSI Building Component 6906Parke Fart BIA. Safety Informa0on awllable fmm TNaa Plata InatiWe, 218 N. Lee stmet, Sulte 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty ply • T13177469 lion 40 1200 B 2CAR GR2 GABLE f 1 ReferenceD 'o al Builders FirslSource, Plant City, FL 33566 4.00 12 44 NAILED 6 3x4 3x4 NAILED 4 5 NAILED 38 3 24 qr 30 = 3 1 2 3x8 no in 111 d 44 45 46 47 48 19 49 50 51 3x8 _ NAILED 20 NAILED NAILED 44 = 78 Sx3 = NAILED NAILED 6xl2 MT20HS = NAILED NAILED NAILED nUFOD 809:03:422013 Scale=1:60.6 44 NAILED NAILED 7 39 3x4 NAILED NAILED 406 54 = 5x6 = 9 NAILED NAILED 11 � 11 12 ue ' 52 14 53 54 55 13 I,d� 17 16 15 NAILED NAILED 3x4 = 6x8 = 3x4 = 3x4 = NAILED NAILED 44 = NAILED 21S zs-7a 1�012 t411 1 iauI I a.z 1-11F 121t 1C 1 0.1.10 so-e aza Plate Offsets (X Y)- 12*D-3-0 EdD t Iv1O-ae D-3-0t 122,0-as o-1-121 122�0-o-z o-2-4t r22 D-1-1z 0-0-01 122:0-4-a 0-2-81 124 0.2-0 0-0-101 LOADING (pso SPACING- 2-D-0 CSI. DEFL, in (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.23 18-20 -999 240 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.2618-20 -880 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Ina NO WB 0.77 Hor2(CT) 0.04 11 Na n1a BCDL 10.0 Code FBC2017[TP12014 Matrix-SH Weight: 203 to FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Strudural wood sheathing directly applied or 3-8-1 oc purling. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 5-2-4 oo bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Ala): 22.24 OTHERS 2x4 SP No.3 REACTIONS. All bearings 4-3-0 except (jt=length) 2=D-3-8, 11=0.3.8. (lb) - Max Horz 2=93(LC 9) Max Uplift All uplift 100 lb or less at joints) except 2=560(LC 4), 17=1221(LC 4), 15=203(LC 9), 11=289(LC 5) Max Grav All reactions 2501b or less atjoinl(s) except 2=936(LC 1). 17=2088(LC 1). 17=2088(LC 1), 15=445(LC 20), 15=326(LC 1). 11=473(LC 20) FORCES. (to) -Max, CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD " 2.3=2104/1233, 3-5=-1519/824, 5-6=509/331, 6-7=503/342, 7-8=656/1166, 8.9=2641601, 10-11=-879/442 BOTCHORD 2-20=-1183/1944, 18-20=1110/1848, 17-18=-817/494, 15-17=-580/345, 13-14=372/785, 11-13=367/798 WEBS 20-21=82/470, 5-21=-82/470, 5-22=1218/731, 18-22=1227/746, 18-24=1018/1743, 7-24=-1022/1759, 17-25=1697/1012, 7-25=-1697/1012, 17-26=-347/227, 8-26=530/383, 9.15=704/363, 9-14=-122/511, 10-14=936/507, 10-13=0/292, 3-21=522/427, 21-22=310/270, 22-23=-2891252, 23-24=260/230, 24.25=273/231 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); canglever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (name] to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water pond ing. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will rn between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 560 lb uplift at joint 2, 1221 lb uplift at joint 17, 203 Ib uplift at joint 15 and 289 Ib uplift at joint 11. 11) "NAILED" Indicates 3-1Od (0.148"z3") or 2-12d (0.148"x3.25") toe -nails per NOS guidlines. 12) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). P. ....E N r ♦♦♦ V\ as�•. I� No 22839 t7: :ice :9 tQ OF :40 1.0 ♦♦ �SSeel ,ONA, 10 Waiter P.'Fine PE N0.22839 MRek USA, Inc. FL fart 6634 6904 Parke East Blvd. Tampa R.33610 Data: February 8,2018 WARNIND-VeNtytleslpn Fanmeten and READ NOTES ON MS AND INCLUDED M1BTEKREFERENCEPAGEMA7471 raw. fONJ11015BEFORE USE. • Design walk for use 0nlywith MiTeM monneakrs. This design is based only upon parameters shown, and is for an individual building Component not a buv system. Sense use, the balding designer mustverifythe appikabllity artesian parameters and property Incaryomle Nis design mothe metal bugdinglumogn. SmGnglndi=Mistopmv MbuWgofmdVdual WaawebanNornoMmembmonly. Mentioned temporary and permanent braalng MiTek• Is allays re,u'vedfor sanity and to prevent mllapsewGh passible perSmul Nlury and pmpedy damage. ForgemmuguldanceregaMblg Ne fabdoallon.storage, delivar, eredikn and trading oftrusses and buss systems,sea ANSIIVII Quality Creole, DSM9 and SCSI Building Component senor Palle Fast Birk. Safety Information avallable ham Tmss PWIo Institute, 218 N. Leo Street, 6u4e 312. Alexandria, VA 22314. Tampa, FL 36510 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=64, 6-9=54, 9-10=54, 10-12=54, 2-11=20 Concentrated Loads (lb) Vert: 4=-44(B) 10=62(B) 13=14(B) 3=62(B) 38=-44(B) 39=53(B) 40=53(B) 41=-53(B) 42=53(B) 43=53(B) 44=14(B) 45=20(B) 46=20(B) 47=98(B) 48=98(B) 49=98(B) 50-98(B) 51=98(B) 52=106(B) 53=20(S) 54=-20(B) 55=20(B) AWARNINO- Verly Eesignpanmebars and READ NOTES ON MS AND INCLUDED M19TEKREFERENCEPAOCAfX74`3 rev. 10131N) EBEFOREUSE. Design valid bar use only we MneW connectors. Thu design Is based only upon parameters shown, and is for an individual building wmawem, no a Mod system. Berme use, the balding designer mustveriry Me applirabiriry of design parameters and properly incorporate this design Into the overa0 buildingde9gn. Bracing indicated is to bucMing ofirch4dual buss web andforchord members any. Addhionaltemporaryandpermanlnbrscing WGIC prevmd Is always required for stabildy and to prevent collapse wM possible personal injury and property damage. For general guidance regarding the fabrication,storage, dellwry, erection and brsung oftmsses and truss systems, see ANSVTPI1 Quality Create, USM9 and Bost Building Component 6904PaIXelast Blvd. SafetyIMnmlatlon avallabk Nom Truss Plata Ins01Ne,216N.LeaB et,Sutle312.Neundda,VA22314. Tampa, FL 36610 Job Truss Truss Type CryPty ' T13177470 40 1200 B_2CAR GR3 Hip Girder 1 1 Job Referencefoo8onall Builders FindSourca, Plant City, FL 33566 iN LOADING (psf) TCLL 20.0 TOOL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 4.oD SPACING. 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC20177rPI2014 REACTIONS. (lb/size) 2=45110-3-0, 5=45110-3-0 Max Horn 2=27(LC 4) Max Uplift 2=-064(LC 4). 5=-464(LC 5) 8.130 s SeD 15 2017 MTek Scale =1:21.8 Special Sxe = Special NAILED 5x6 = 2x4 It .--___ 2x4 II 3x4= Special CSI. DEFL, in (roc) Well Lid PLATES GRIP TC 0.29 Vert(LL) 0.06 7-6 -999 240 MT20 2441190 BC 0.30 Vert(CT) -0.05 7-8 >999 180 WE 0.07 HOR(CT) -0.01 5 rum n1a Matrix-SH Weight: 35 lb FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-14 oc bracing. FORCES. (III) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=870/876, 3-0=783/825, 4.5=-870/876 BOT CHORD 2-8=794/794, 7-8=778/783, 5-7=794/794 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Cantilever left and right exposed; end vertical left and night exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 464 lb uplift at joint 2 and 464lb uplift at joint 5. 7) "NAILED" indicates 3-10d (0.148"x3") or3-12d (0.148"4.257 toe -nails per NOS guidlines. 8) Hanger(s) or other connectiondevice(s) shall be provided sufficient to support Concentrated load(s) 82111 down and 134 lb up at 3-0-0, and 82 lb down and 1341b up at 6-9-0 on top chord, and 101 Ib down and 47 lb up at 3-0-0. and 101 It, down and 47 lb up at 6-8-4 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front.(F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Undone Loads (plf) Vert: 1-3=54, 3-4=54, 4-6=-54, 2-5=20 Concentrated Loads (lb) Vert: 3=-23(F) 4=23(F) 8=7(F) 7=7(F) 9=10(F) 10= 8Bfl ,III P %%% No 22839 OA �"spiS/lONAL Walter P. Finn PE No.22839 Mrfek USA Inc. FL Cart 6634 6904 Parke East BMd. Tampa FL 33610 Data: February 8,2018 QWARNING . VorKy dwJar 1..nrefen .d JMFAD NOTES ON Me AND INCLUDED OMK REFERENCE PAGE MII-7a3 . IMMO15 BEFORE USE. Design valq for useonlywdh MTelr®oonneclon. Thlsdedgn is based only upon pammnersshown, and is forma NOMtlualbullcing component, not a Muss system. Before use, me bu8dmg designer mud veriy9w appikWbiGty of design parameters and prgw ly Moorywale this design Into me overall buedngdedgn. Broome hdicmed is to prevent bucking of mdvdual Muss web andlorclimd members only. Adddiorultemporay and permanent bmemg We[( Is always required for stability and to prevent csllapsewdh possible pemowl Injury and property damage. Far general guldance regarang the fnsloallon,storage, delva,emdion and bracing WWsses and Was systems. we ANSVIPIt Quality Crtteda, DSB49 and SCSI Building Component 69U Pars Fad Bhst. Saretylatormaamn mallebie from Truss Plate Institute, 218 N. Lee Slraet, Suite 312, Alemndda, VA M14. Temps, FL 36610 Job Truss Truss Type Oy Pty • T13177471 LbReferembe(wflaml) 40 1200 B 2CAR H1 Hip 1 1 Builders FirstSourca, Plant City, FL 33566 Sx8 = 4.00 12 toe = Scale=1:58.6 3x8 = 14 73 12 11 10 3x8 = 8x4 = 4x8 = 3x8 = 4x6 = 3x4 = LOADING (ps1) TCLL 20.0 TCDL , 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/rP12014 CSI. TC 0.56 BC 0.99 WB 0.96 Matnx-SH DEFL. in (too) VdeO Ltd Van(LL) 0.39 12 >999 240 Vert(CT)-0.6212-14 >652 180 Hom(CT) 0.16 8 n/a n/a PLATES GRIP MT20 2441190 Weight: 1551b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or2-10-6 oc purlins. 4-6: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x45P No.3 REACTIONS. (Ib/size) 2=1309/D-3-6, 8=1309/0-3-8 Max Hors 2=61(LC 12) Max Uplift 2=-M(LC 8), 8=648(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3226/2305, 33=2938/2025, 4-5=3590/2533, 5-6=3590/2533, 6-7=2938/2025, 7-8=3226/2305 BOT CHORD 2-14-2104/3017, 12-14=-1746/2742, 10-12-1751/2742, 8-10-2109/3017 WEBS 3-14=286/378, 4-14=86/390, 4-12=-671/1042, 5-12=-493/500, 6.12=671/1042, 6-10=-86/390,7-10=286/378 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) eldvestColleftandngexp0. osed;C?Clamember0 to sandforces 11, Cno(S29-�Rtu35-0-Ozone; and '%JEF:'P!F/Nfi�� rantilleeveleftoandnghtposed:to 8 MWFRS for reactions Lumber DOL=1.60 DOL=1.60 V E NS �• �� shaven; plate grip ,� �C V F•�•. �� 3) Provide adequate drainage to prevent water pending. �� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent Win any other live loads. j� 0 22839 •� 5) • This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide _ * will fit between the bottom Chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 6481b uplift at Joint 2 and 648 lb uplift at Joint 8. (i C Waiter P, Firm PE No.22839 Mrrek BSA Inc. R. Cert 6634 6904 Parke Put Bled. Tampa FL 33610 Bate: February 8,2018 AWARMNO- VemmydesignparameNnand READNOTES ON TMSANDINCLUOEOMI KREFERENCEPAGEM214)3ray. 10/0112015BEFOREUSE Design valid Oruseonywbh Wee1,,®mnnectors.Thbde9gni based Onlyupon parametemshown, and be Oran bullAdual belong camporem,net a Vasa system. Before use, line building designer must vent' Ne applitabilry oldesign paramstere and propery incoryorste m3 design Imothe overall bmldingdesign. Bradg Odiewbal is to prevent huddles ofinSvidual truss web and/orellom members bNy.Addle'onaltemporaryandpermanentbrasing MOW Is stways requlred Or soblli y and to prevent collapse whin possible personal Injury and properly damage. For general guldance regaming em fabdcalion, acrage, delvey, erection and braWg of noses and truss systems,we Mention Quality CMede, DSBa9 and BC5l Building component 69N Parke Essl BW. Sarerylmorm Lion available ham Tmss Plate InMROe, 218 N. Lee Street, Sube 312, Xmndna, VA22614. Tampa, FL MI Job Truss Truss Type Dry Py • 40 1200_B 2CAR H2 Hip 1 1 b Reference (optional)T13177472 Builders Fi irSourCe, Plant City, FL 33565 4.e0 12 6.13U S beD 1b 2Ul I MI I eK 5� 2,4 II 54 = 4 18 5 19 6 5-1-2 mc. mu Feo UUa:Ua:4bzum 5-1044 Save =1:58.6 3� = 16 15 14 13 12 11 10 3x8 = 2x4 II 3x4 =3x4 = 3x8 = 3x4 =3x4 = 20 II LOADING (psf) SPACING. 2-0-0 CSI. OEFL. in (too) i L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(CIL) 0.34 13 -999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.54 13-15 >746 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.34 Hom(CT) 0.16 8 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 162 lb FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 441-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1309/D-3-8, 8=1309/0-3-8 Max Horz 2=73(LC 12) Max Uplift 2=-640(LC 8), 8=640(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-3253/2236, 34=2698/1906, 4-5=2892/2092, 5-6-2892/2092, 6-7=2698/1906, 7-8=3253/2236 BOT CHORD 2-16-2036/3028, 15-16-2036/3028, 13-15=-1596/2502, 11-13=1599/2502, 10-11=2040/3028,8-10=2040/3028 WEBS 3-15=-561/468,4-15=-152/372,4-13=357/599, 5-13=364/376, 6-13=-357/599, 6-11-152/372,7-11=-561/468 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.13psf; h=151t; Cat. II; Exp C; Encl., GC pi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-4A3, Intenor(1) 2-4-13 to 11-0-0, Extenor(2) 11-0-0to 28-1-2, Intalor(1) 28-1-2 to 35-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces S 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 par bottom chord live load nonconcument with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Tn between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 640 lb uplift at joint 2 and 640 lb uplift at joint 8. '6 0111111111111'r `�PV� C E N S C/4,' Vide ' �. lc•' 0 No 22839 i Off. �7I� ��p,�• � O R . p'Cj�2O� Walter P. Rnn PE No.22839 Ill USA Inc. FL Cart 6634 6904 Part® East Blvd. Tampa FL 33610 Date: February 8,2018 QWARNING-Verlry deorpn Ranmeten and READ NOTES ON INS AND INCLUDED M191EK REFERENCE PAGE MII-TV3 mv. 1"W"s BEFORE USE. Design valid foruas enlywim MTeKdl mn.m..This design is based only upon parameters drawn. and is for an individual building cemponmL not ��- a Mass system. Before use, me building designer must verity she applirablliy, of design parameters and property imourporater oils design Into Me overall bWdingdeslgn. Brsding Indicated is to prevent budging ofIndNdual Muss web enNor,hoel members oNy. Add6omitempmaryandpermamMMachg MiTek' Is always rerouiredfor stabOGyand to prevent mliapse cam possible personal Injury and property damage. Forgene ilguldarwrogamingtlre formation,storage, detivsry, erection and bidding ofWsses and truss systems, we Miami Quality Cdteda, DSB49 and SCSI Building Component 69N Palle Ease BW. Safety Informa64n available form Truss Plale Inmteute, 218 N. Lee Basin, suite 312, Nexendda, VA22314. Tampa, FL 36610 Job Truss Truss Type Ory Pty • T13177473 40_1200 B 2CAR H3 Hip 1 1 Reference(,ptuinab Builders FirslSDume, Plant City, FL 33566 5-10.14 6.1-2 54 = 6, = 15 2017 MITeK In0usit e5. hrc. III B Ua:UJ14S ZU16 awls =1:586 Sxe = 14 .- 12 11- 9 3x8 = 2x4 I 41 = 31 = 2z4 3x4 = 44 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING. 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/TPI2014 CSI. 0.77 TerL) BC 0.93 WB 0.55 Matrix-SH DEFL. in (loc) I/de0 L/d Vert(L8 11-12 -999 240 0.2 Vert(CT)-0.5611-12 >729 180 Horz(CT) 0.15 7 Na nia PLATES GRIP MT20 2441190 Weight: 156 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc pudins. 45: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 4-11 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1309/0-3.8, 7=1309/0.3-8 Max Horz 2=85(LC 12) Max Uplift 2=630(LC 8), 7=-630(LC 9) FORCES. (Ib)- Max. Comp./Max. Ten. -All farces 250111 or less except when shown. TOP CHORD 2-3=-3201/2149, 3.4=-2508/1762, 4-5=2315/1736, 5-6=2509/1762, 6-7=3200/2149 BOT CHORD 2-14=1943/2974, 12-14=1943/2974, 11-12=1436/2314, 9-11=1948/2974, 7-9=194812974 WEBS 3-12=702/539, 4-12=-153/477, 5-11=157/477, 6-11=-701/538 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. II; Exp C; End., -dforces le M1andrig3te0 Ep'pA Inter Sfarreactions hovmne;uncantrCverLtndverticall posetlC-Cformembersa9 andright posed; ,%%%%`P� �` V,•V\ii E!V'9 _'. 3) Provide adequate drainage to prevent water pacing. live loads. 4) This buss has been designed for a 10.0 last bottom chord live load nonconcumenl with any other 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • No 22839 � will M between the bottom chard and any other members. : * :• � 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 630 lb uplift at joint 2 and 630 lb uplift at Joint 7. O: jCC :9 A F e 4&f� 1.010 ID S/ON A„ Walter P. Finn PE NO22839 MITek USA. Inc FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Daf9: February 8,2018 ®WARNING- Vowlydesfgnparsmere s and READ NOTES ON TIOSAND HICLUDEDMITEKREFERENCE PAGE MIii 1"=015 BEFORE USE. Design vend for use enlywdh Wales wnnestors. This design is based only upon parameters shown, and is fbr an individual budding component, net a truss evident. Before use, the budding designer must wriythe appllrabliry of lea iat parameters and properly incoNorate Nis design into theoverad bvddingi ign.BradngIndicatedist4praveNbucMingOfindvidualWaswebandrorchordmembersany.Additionaltemporaryandpermanentlower, MiTek' is always required for subdry, and to prevent collapse with passe personal Injury and prepedy damage. For general guidance regarding the fabrication. Gerald. detNery, eredbn and bmdng ofbasses and Wss syusm.. see ANSUIPI1 Duality criteria, DS049 and BOsl Building component asm Parke East BIW. Safety Information owllable from Trust; Plate Inetilute, 218 N. Lee street, Suite 31Z Alexandria, VA 22314. Tampa, FL 3eM10 Job Truss Truss Type Qy Ply • T73177474 40 1200 B_2CAR H4 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Feb 8 09:03.49 2018 Page 1 ID:Iggw3kJFyZV2wONw7e7BJ6zgFSS-mp77gV7PLxJDylidm3BxPOw F4bdEyKrpk2VrnFAe 1r-0�0 7-10.14F• 2 I 340 5 1-0-0 7-10-14 -067-1-2 7-10-14 -0-0 4.00 12 5x6 = 5x6 = Scale =1:59.6 3x8 = 16 14 13 '- 11 3nd = 2x4 II 4x6 3x4 = 3x4 = 4x6 2x4 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CS'. TC 0.93 Be 0.99 WB 0.31 Matrix-SH DEFL. Vert(LL) VerhCT) Horz(CT) in (too) War L/d -0.44 11-13 >920 240 -0.6711-13 >599 180 0.16 9 n/a n1a PLATES GRIP MT20 244/190 Weight: 1531b FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied. 5-6: 2x6 SP No.2 BOTCHORD Rigid ceiling directly applied or 2-2-0 Do bracing, Except: BOT CHORD 20 SP No.2 5-1-7 oc bracing: 13-14. WEBS 20 SP No.3 WEBS 1 Raw at midpt 3-14, 8-13 REACTIONS. (lb/size) 2=1309/0-3-8, 9=1309/0-3-8 Max Hoe 2=96(LC 12) Max Uplift 2=-618(LC 8), 9=618(LC 9) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shaven. TOP CHORD 2-3=3154/2069, 3-5=2288/1599, 5-6=-2096/1564, 6.8=2288/1599, 8-9=3154/2069 BOT CHORD 2-16=1859/2926, 14-16=1859/2926, 13-14=1237/2096, 11-13=1866/2926, 9-11=-1866/2926 WEBS 3-16=0/326, 3.14=982/668, 5-14=205/440, 6-13=-205/440, 8-13=982/668, 8-11=0/326 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCDL-0.2psf, BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpl=Merio(11)23-9N- �p� 1Rto 35-0.0 zone;antiever left and right exposed;encivertcal left and rightxposed;C-C for members and forces for Lumber DOL=1.60 DOL=1.60 �ISR % •••• �jY �j� & MWFRS reactions shown; plate grip drainage to `QV ••.• V j�••. e 3) Provide adequate prevent water porting. 10.0 bottom live load live loads. �� \G=IV V F •'. �� 4) This truss has been designed for a psf chord nonconcument with any other 5) - This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • No 22839 will fit between the bottom chard and any other members, with BCDL = 10.Opsf. = * .• � 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6181b uplift at joint 2 and 618 1la uplift at 9. joint �-0e :9 A F . 4U 0�s O I O.. ; `= R ,,NA ...........,N �. Waiter P. Finn PE No.22839 MITek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 8,2018 AWARNING - Vrdy EWpn paamerers and READ NOTES ON This AND INCLUDED N ITEK REFERENCE PAGE Md-7473nv. 11X971015 BEFORE USE. assess Design valid for use only with MTebb connectors. This design is based only upon parameters shown, and is loran thdi dual holding component. not ��• a toss system. Before use, the building designer must very me applicability of design parameters and propeM incorporate this design into the overall buddingdesign. Bracing indicated into prevent bucMing ofindividual truss web andror choN members a*. AddMaraltempararyandpemlaroMbacing IffieW Isalwaysrequlred for stability and to prevent collapse with possible personal injury and property damage. Forgeneralguidanoeagardingthe fabrication,storage, deiher, ere85an and bracing oftusees and fuss systems,see ANSIrm11 Quality Canada. DSB419 and BCSI Building component 6904 Parka Best BW SafetyInformation available faro Truse Plate Intrude 218 N. Lee Street, Suae 31Z Alexandra, VA22314. Tampa, FL 36610 Job Truss Truss Type Oly Ply T13177475 40_1200_132CAR H5 Hip t 1 Jab Reference (optional) Builders FirslSouml Plant City, FL 33566 7-6-2 8436 5-74 6-8.6 4.00 12 5x6 = Sx6 = 7-6-2 Scale =1:596 _ 16 "' 14 13 11 _ 3x8 3x8 2x4 II 4x6 = 3x4 = 3x4 = 4x6 2x4 II LOADING (Pat) SPACING- 2-0-0 CS'. DEFL. in (loc) BdeO L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Velt(LL) -1 14-16 >745 240 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Ven(CT) -0.7614-16 >533 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.88 Hoa(CT) 0.15 9 No Na BCDL 10.0 Code FBC2017frPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 *Except' 5-6: 2x6 SP No.2 BOT CHORD 2x4 SP No.2'ExcepY 12-15: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1309/0-3-8, 9=1309/0.3-8 Max Horn 2=91(LC 16) Max Uplift 2=623(LC 8), 9=623(1_C 9) PLATES GRIP MT20 2441190 Weight: 15111, FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2.0 oc purling. BOTCHORD Rigid ceiling directly applied or 2-2-0oc bracing, Except: 5310 oc bracing: 13-14. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shaven. TOP CHORD 2-3=3176/2118, 3-5=-2377/1670, 5-6=2185/1630, 6-8=2377/1670, 8-9=3176/2118 BOT CHORD 2-16=1910/2949, 14-16=-1910/2949, 13-14=1318/2185, 11-13=1916/2949, 9-11=-1916/2949 WEBS 3-16=01300, 3-14=935/637,5-14=-182/461,6-13=-182/461, 8-13=-935/636. 8-11=01300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuK=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst, h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-0-0 to 2-4-13, Imerior(1) 24-13 to 14-2-8, Exterior(2) 14-2-8 to 24-7-3, Interior(1) 24-7-3 to 35-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8, MWFRS for reactions shaven; 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 Psi bottom chord live load nonconwnent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 623 lb uplift at joint 2 and 623 lb uplift at joint 9. e v No 22839 tot9O: OF Walter P. Finn PE No.22839 M(fek USA, Inc: R. Cert6634 6904 Parke East BNB Tampa FL 33610 Date: February 8,2018 QwARNING- VerrfyEWgnp+rameters antlREAD MOMS ON Me ANDINCLUDEDMITEK REFERENCE PAGE Ma-74rarev. 101012015BEFORE USE. Design wild for use only win MTeM connectors. This design is based only upon parameters shown, and is for an individual bustling componen4 not ��• a Wss system. Before use, the balding designer must verifyne applitabiaty of design parameters and property Incamorate this design Into to overat buldingdesign. Bracing indicated is to prevent budding of individual Wss web andlordmrdmember:only. Additional temparsryand permanent bracing MiTek' Is always required for stability and to prevent collapse with possible unsonafinjury and property damage. Forgenemi guldance regan ing the recreation. storage,delivary,eredkn and brdng ofbusses and Wss systems, see ANSUrPH Quality Criteria. DSMS and onto Building Component deal Parke Fail Blvd. Safety Information available from Truss Plate Instmde.218 N. Lee street, Sute 312, Alaeandna, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T73177476 40_1200 B 2CAR H6 Hip 1 1 JobRefrercd(.mIuxuQ Builders FirstSource, Plant City, FL 33566 �1 d 4.00 12 54 = Sx8 = 8.130 s Sao 15 2017 Feb 8 Scale =159.6 3x8 = 4x6 = 44 = 3x8 — LOADING (psq SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Ina YES BCOL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2'Excepl' 6-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 Cat. DEFL, in (loc) Well L/d PLATES GRIP TC 0.58 Vert(LL) 0.3016-18 >999 240 MT20 2441190 BC 0.95 Vert(CT)-0.5013-15 >815 180 WB 0.52 Horz(CT) 0.15 11 n/a n/a Matfix-SH Weight: 164 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 2=1309/0-3-8, 11=1309/0-3-8 Max Holz 2=103(LC 12) Max Uplift 2=611(LC 8), 11=611(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3204/2035, 3.5=2931/1878, 5-0=2121/1474, 6-7=1959/1432, 7-8=-2121/1474, 8-10=-2931/1878, 10-11=-3204/2035 BOT CHORD 2-18=-1840/2994, 16-18=-1509/2489, 15-16=1083/1959, 13-15=1516/2489, 11-13=-1846/2994 WEBS 3-18=-317/318, 5-18=161/486, 5-16=691/531, 6.16-273/473, 7-15=-273/473, 8-15=-691/531,8-13=-161/486, 10.13-317/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuB=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18;,MWFRS (envelope) and C-C Fxtedor(2) -1-0-0 to 24-13, Interior(1) 2-4-13 to 16-2-8, Exterior(2) 16-2-810 17-9-8, Interior(l) 22-7-3 to 35-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcumenl with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 611 Ib uplift at joint 2 and 611 lb uplift at joint 11. No 22839 9�: OF :4 s. s��NA� E?C?%% Walter P. Right PE No.22839 MITek USA, Inc R. Cat6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: February 8,2018 AWARNING- VwDydazJgnpanme..d READNO7ES ON THIS AND INCLUDED INTEKREFERENCEPAGE0I-7470rw. I"220156EFORE USE. ' Design valid for use only with MiTel® connecters. This design Is based only upon parameters shown, and is for an IndWual building component, not a truss system. Before use, the building designer mug verify the sppliaabi ty of design parameters and gope,ly mouldings, this design Into the overall buildingdeggn. Bracing lndirated is to prevent budging ofindividual truss web amber chord members only. Additional temporary and permanent bracing WOW requiredforg biliye dlopreventmllapsewMpossiMepemonalinlugmdpmo rlydamage. Forgenemlguldanceregar ingthe fabrication, storage, deltrery, eregion and brain ofbusses and truss systems, see ANSIRPII Duality Creeds, DS3A9 and SCSI Building Component E904 PaNa Said Blvtl. Safetyli formagan available fmm Tmss Plate InWOe, 218 N. Lee S e, &le 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Pry T1an74n 40_1200 B_2CAR HJ7 Diagonal Hip Girder 2 1 Jab Reference o tonal Builders FirstSource, Plant City, FL 33566 1.5-0 NAILED NAILED 8.130 s Sao 15 2017 MTek Industries. Inc. Thu Feb 8 09:03:53 2018 b4 II —" NAILED NAILED 7-0d4 914 &10.1 7.0.14 1 2-0-0 I 0.93 Scale =1.21.2 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017rrP12014 CS'. TC 0.53 BC 0.88 WB 0.19 Matdbi DEFL. in Vert(LL) -0.06 Vert(CT) -0.12 Horz(CT) 0.01 (roc) Ddeft L/d 2.7 >999 240 2-7 >980 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight 381b FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 5-8-1 cc purling. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied orb-6-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (11 ize) 4=18/Mechanica1, 2=437/0-4-9, 5-016/Mechanical Max Hoa 2=137(LC22) Max Uplift 4=-29(LC 22), 2=316(LC 4), 5=235(LC 8) Max Grav 4=25(LC 18), 2=437(LC 1), 5=416(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=751/346 BOTCHORD 2-7=403/686, 6-7=403/686 WEBS 3-7=-91/465, 3-6=911/535 NOTES- 1) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=15fl; Cat. 11; Fxp C; Encl., GCpi=0.18; MWFRS (envelope); Cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconwrent with any other live loads. • been for bottom ,,��/k /, 3) This buss has designed a live load of 20.Opsf on the chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ♦♦♦♦ IER P R �r will fit between the bottom chord and any other members. 4)Refer to girder(s) truss er(s)for truss to truss Connections. ♦ ♦gip ,.....,y N g'• ���� 5) Provide mechanical connection (by others) of truss to bearing capable of withstanding 291b uplift at 4, 316lb uplift at ♦♦♦ �r'.E V F•••• plate joint joint 2 and 235 lb uplift at joint 5. �� NO 22839 6) "NAILED" indicates 3-1 Did (0.148"x3") or 2-12d (0.148'XJ.25") toe -nails per NOS guidlines. * •� wewe 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (a). yd LOAD CASE(S) Standardwe i) Dead +Roof Live (balanced): Lumber Increase=7.25, Plate Increase=1.25 4U z Uniform Loads (pit) )11CC._f%` �iOT •'• P: Vert: 1d=54, 2-5=20 ConcentratedVert (O Q ���� %. ';i1S�O .A 7=-39(FI=-20, 13=20) 3=-91(F=-46, B=-06) 9=55(F=27, B=27) Elop% Waiter P, Flnn PE No22639 MTek UK Inc. R Cert 6634 69D4 Padre East BNd. Tampa R. 33610 Daze: February 8,2018 ,WARNING-VerlydW,.panmere .dn ADNOTESONTNISANDINCLWEDMITEKREFERENCEPAGEMV703rev. le=1015BEFOREUSE. sse Design valid for use onlywM MTai®connesdors. This design is based only upon parameters shown, and Is Mran iramdual burning component, not �!' a trussify M truss system. Before use, Me building designermusl vere appiiwbiity of design parameters and property incorporate this design Into Nvea eoll esidam ttiv,n.Braun, Indicated lstoonward bucWMgo1roWdualtruss web andfurUdrdmembersonly. Additional temporaryand pemlanedbraung MiTek' is ahvays requlnd for stabOdy and to prevent culottes wM possible personal injury and pmNriy damage. For general guidance regaNing the febdcadan, storage. Mahar,erwide and bung of tosses and muss systems, we ANS 11 Quality erlteda, OSB49 and Beal Building Component 6904 Parts Fast Rival. SafetyInformation available from Trues Plate Institute, 218 N. Lee Street, Suite 31Z Aleaindda, VA=14. Tampa, FL 3e610 Job Truss True Type Ory Ply T13177478 40 1200 B_2CAR HJ2 Diagonal Hip Girder 2 1 Job Reference Ioollonall Builders FirstSource, Plant City, FL 33566 150 8.130 aSep 152017 MTek lndusbies, Inc Thu Feb 809:03:642018 Page 1 ID:igg WJkJFy2V2wONw7e7BJ6zgFSB.7mw0jCB%ATxW2 WaoYJeMeTjjuCd6NGyLhT7 V"mFAZ Scale = 1:13.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vart(LL) -0.06 2A >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.09 2-4 >760 180 BCLL 0.0 ' Rep Stress In NO WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC20177fP12014 Matrix-P Weight: 20 lb FT-20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-15 cc purllns. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0cc bracing. REACTIONS. (lblsme) 3=138/Mechanlwl, 2=263/0-4.9, 4-04/Mechanical Max Horz 2=91(LC 4) Max Uplift 3=118(LC 8), 2=230(LC 4) Max Grav 3=138(LC 1), 2=263(LC 1), 4=100(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chard live load nonconcu0ent 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 240 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 118111 uplift at joint 3 and 230 lb uplift at 11�11111 J J '' joint 2. l 1 t ,,V PV ....... E•N gF:Y2 ) In the LOADdicates 7CASE(S)ectionoads applied to the few of the truss aroe-nailse noted as front (F) or back (B). LOADCASE(S) Standard No 22Q39 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 aa * •� Uniform Loads (plf) Vert: 1-3=64, 24=20 Concentrated Loads III Vert: 6=55(F=27, B=27) mob• .•�� �, OF • O�F' . C p R AD 01 10NA� Wafter P. Finn PE No22839 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Dam: February 8,2018 ,&WARNING-VerHy daalgnpenmsfon and READNOM ON TIPS AND INCLUDED MREKREFERENCE PAGE MII.103,s, 100342pISBEFOREUSE. asawas Design valid for use onlywlN Mireub, correctors. This design is based only upon parameters shown, and is bran ind'widual burning component, not �� a Was system. Before use, the building designer mustv"the applisabltiy property parameters and propeIncorporate Nis dealgwe n into Neral buldingdesign. Bracing Indicated isto prevent bucding ofindvidual truss web andrarcltmd members only. Addnonalumixuaryandp.mummtscing MiTek' Is always required for stabndy and to prevent Collapse with possible persctial Injury and pmpetry damage. ForgenemIguldanwrsgsmingthe fabrication, Storage, dellvery,enedon and bracing ofWsus and Mn systems, ne ANSUTPII Oualxy Criers, DSB29 and BCSI Building Component 69M Parke East Blvd. Sarery Information avallable ham Tn s Plate Institute, 218 N. Lee EUeet Suite 31Z Alexandria, VA22314. Tampa, FL 36310 Job Truss Truss Type Ory Pty T13177479 40-1200 B 2CAR HJ3 Diagonal Hip Girder 2 1 Job Reference footicnall Builders FirslSource, Plant City, FL 33566 8.130 s Sep 152017 MTek Industries, Inc. Thu Feb 8 09:03:55 2018 Pagel ID:iggwSkJFyZV2wONw7e7BJ6zgFS&bzUOxVBAm4Nggg761AbAgG7aOWJ?PbrmG3G8mFAy -14i-0 k 4-2-3 1" 42-3 Scale-1:10.6 Plate Offsets (X.V)— f2:D-3-11.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) gde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.01 24 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.02 24 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 HGR(CT) -0.00 3 We nla BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 151b FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (go/sae) 3=90IMechanical, 2=211/0.3-14, 4=22/Mechaniral Max Horz 2=71(LC 4) Max Uplift 3=77(LC 8), 2=2DII LC 4) Max Great 3=90(LC 1), 2=211(LC 1), 4=62(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 4-2-3 oc pudins. BOTCHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psp BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chard 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 Tn 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 77 lb uplift at joint 3 and 204 lb uplift at joint 2. 6) "NAILED" indicates 3-1Od (0.148"x3l or2-12d (0. 1 48"x3.251 toe -nails per NDS guidlines. 7) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pm Vert: 1J=54, 2-4=-20 Concentrated Loads (III) Vert: 5=55(F=28,0=28) �11111111//j % Alg.y�L No 22839 OF .•�� O R 10 p' Walter P.Rnn PE No.22839 MiTek USA Inc. FL Cert6634 6904 Parke East Bind. Tampa FL 33610 Date: February 8,2018 AWARNING-l6wilydWgnpanmafers sadREADNOTES ON TNI3AND INCLUDED WEK REFERENCEPAGEMII-74r3rev, IMM015BMREUSE Oeslgn vand foruse onlywfth Wekd) Warestdrs. This design Is based only upon parameters Shawn, and is loran IndMdual soloing component, not ��' a Me system. Berne use, the hording designermust verifythe applicability of design parameter and properly [..Wood this design Ntothe overall buflangdesign. Boring lndlomed is to prevent burping oflndiidual "as web anchor drum members cNy. Addtllonal temporary and permanent bracing MiTek' Is always resuiredfar stability ant to prevent collapse with possible personal Injury erty and propdamage. For general guidance rationing the fabricator. storage, dellwry, erestan ant bradng of trusses and mass systems, we AN511PI1 Quality Odterla. OSM9 and Best Building Component 69g4 PaAe EaA BIM. SafetyInfomution availablefrom Tmss Plate Inst e,218N.Lea&MeL5ufte312Aleundda.VA22314. Tampa, FL 36610 Job Truss Truss Type Dry Py T73177480 40 1200 0 2CAR Tt Roof Spedal 1 1 G e nal Bowers Ylrst4ource, Plant lay, 1-1.'J3 Ub 4.00 12 4x6 = yD)tl Scale = 1:60.6 3)0 = 16 14 13 11 3fE _ 2x4 II 4x6 = axe = 5x8 = 416 2x4 II LOADING (psQ TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING. 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/TPI2014 CSI. TC 0.99 BC 0.97 We 0.85 Matrxc SH DEFL. in (loc) 0deft L/d Vert(LL) 0.47 13-14 >859 240 Vert(CT) -0.84 13-14 >482 180 Horz(CT) 0.16 9 n/a n1a PLATES GRIP MT20 244/190 Weight: 156 Is FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (IMsize) 2=130910-3-8,9=130910-3.8 Max Hom 2=93(LC 12) Max Uplift 2=-581(LC 8), 9=-623(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown.. TOP CHORD 2-3-3171/1929, 3-5=2349/1516, 5-6=2317/1530, 6.7=-4676/2928, 7-B=4526/2820, 8-9=3235/1948 BOT CHORD 2-16-1719/2944, 14-16=1719/2944, 13-14=1788/3011, 11-13=1759/2997, 9.11=1759/3006 WEBS 3-16=0/288, 3-14=856/593,5-14=-678/1176,6-14=1110/802,6.13=-1108/1864, 7-13-1698/1145, 8-13=994/1637 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) �P,���� Cedar( ) 22- 0 to 27en9-8 zone;and can(le a eftlanr(d)righ posed p sod vertlinterioPral)lefl antl 13 dgh xPosed;GC for members and forces 8 MWFRS for Lumber DOL=1.60 DOL=1.60 ,���`PVIER V C E N g •• 'Y ' reactions shown; plate grip 3) Provide drainage to %% S 0 adequate prevent water ponding.F•••, 4) This truss has been designed for a 10.0 psf bottom chord live load nonooncumentwith any other live leads. NO 22839 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 581 Ib uplift at joint 2 and 623 lb uplift at "0 joint 9. ir Z 90.0111 OFO R10. %% ONA; 1111111 Waller P. Full PE No.2M mrrek USA. Inc FL Cent 6634 6904 Parke East Blvd. Ternpa R.33610 gate: February 8,2018 AwARNING-Vedrydaul9npareme ime andREAO NOTES ON MSANOINCLODEDRIFTEKREF£RENCE PAGENII-74T3ray. 1012142015BEFORE USE. Design valid for use odywre MTeMConnactors. This design is based only upon parameters shown, and is bran Individual building component, not a Musa system. Bebre use, Me burping designerment vent' to appgrabirM aidesign pammebrs and properly Incorporate to design Into Me avant badingdesiga Bradng lntliome!is to prsvem budding ofmdNdud Muss web andlordNordmembers ony. AddNonaltemporwyandpmmaeartradng WOW always request for slabrLy, and to prevent collapse wiM pmsible personal Injury and property damage. Forgenemlgedanceregardingthe falacatbn.storage. delhary, eredion and loading Oneness and Mas systems, sae ANSV)PI1 Quality Criteria, OSBJi9 and BCSI BudEleg Component 6904 Parka am EW. Safety Infonnatlon av Ubb Mom Truss Plate Institute, 218 N. Lee Sheet, Suit 312, Nexandd . VA22314. Tampa, FL 3861G Job Truss Truss Type Ory Pry ' T13177481 40 1200 B_2CAR T2 Roof Special 1 1 Jeb Reference (optional) Builders FItslSoulce, Plant City, FL 33566 4.00 12 EfoC Scale=1:60.6 3x0 = 16 14 13 'a 11 3,01 = 2x4 II Oki = M = 3x4 = 4x6 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip COL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.84 BC 0.97 WE 0.86 Matrix-SH DEFL. in (]cc) I/de0 Jr! Vert(LL) 0.39 13 >999 240 Vert(CT)-0.6513-14 >620 180 Horz(CT) 0.17 9 Na Na PLATES MT20 Weight: 1581b GRIP 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purging. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid Calling directly applied or 2-2-0 cc bracing. WEBS 2x4 SP No.3 _ WEBS 1Raw alridpt 6-14 REACTIONS. (lb/size) 2=1309/0-3-8, 9=1309/0-3.8 Max Horz 2=93(LC 13) Max Uplift 2=-579(1_C 8), 9=623(LC 9) FORCES. (lb) -Max. CompJMax.Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=317211932, 3-5=2347/1529, 5-6=2333/1526, 6-7=3678/2367, 7-8=2996/1839, 8-9=3242/2014 BOTCHORD 2-16=1722/2944, 14-16=1722/2944, 13-14=2181/3660, 11-13=1608/2800, 9-11=-1833/3031 WEBS 3-16e0/302, 3.14=865/583, 5-14=-607/1109, 6-14=1640/1085, 6.13=3501337, 7-13=661/983, 7-11=5C/323, 8-11=251/245 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 117-8-9, Ili.. Cpi=018EMArFRS (envelope) and C C EMedor(2)s1-0-O to2-4- 3, In erlor(1) 2-¢73 t 14-3-12, Extedor(2)F74312 to Interior(1) 20-5-0 to 25-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & ♦♦♦R'P ♦ V / MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ♦ �p ,......: ,y. E N S'• �L ��� 3) Provide adequate drainage to prevent water pending. ♦J \G : V F•••• �� 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcumentwith any other live loads. ♦♦ No 22$$9 lo 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide * :• •� will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 579 Ito uplift at joint 2 and 623 Ib uplift at joint 9. �•• :•�` � [0R%'Do'-' /0NA� E�C��♦ Walter P. Finn PE No.22839 MRek USA, Inc. FL Cert6634 6904 Parke Fast Blvd. Tampa R.33610. Oats: February 8,2018 ,& WARNING - Verity deelgn parzmefen and READ NOTES ON Me AND INCLUDED a9TEK REFERENCE PAGE AVI17473 m. I MI M2015 REPoRE USE. Design valial for use only with MTex® connectors. Tllb design is based only upon parameters shown, and is for an learrntlual building marsonent no awn system. Before use, to building designer must wo,to applictiliy V design parameters and properly Incetpmate this design Into the merag buraingdater.Booing releaselet. prevent buddingoflnelNduattrues web andlorboo members only. Additional temporary and permanent bracing WOW thee.. required for stability and to prevent collapse ebb passible personal Injury and propertydamage. For general guidance regarding the fabdcatlon, storage, delivery. wooden and bmdng of messes and bens systems, me ANSVTPH Quality Criteria, DSBa9 and BCSI Building Component good Parke Feel Bno, Safetyloormadon avabble bom Truss Plat Ina de, 210 N. Lee BUeel. Suae 312, Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Cty pry T13177482 40 1200 B 2CAR T3 Roof Spedal 1 1 �Job Reference, toptionall Bulleer6 mrstbourte, Flant Uly, bL 33566 4.00 12 44 = 5xe = "_6 54e-2 Scale=1:60.6 sea = 14 -- 12 11 axe = 3x4 = 3x4 = 5xe = 41 = 31 = 2x4 11 Plate Offsets(X.Y)— 12:0-4-0.Edael.16:0-3-0.Edael.19:0-40.Edae1 LOADING (psf) SPACING- 2-M CSI. DEFL. in (roc) gde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Ven(LL) 0.33 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.6014-16 >678 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.65 Horz(CT) 0.13 9 nuts rue BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 158 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.1'Except' 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1309/034, 9=1309/0-3-8 Max Ho¢ 2=93(LC 12) Max Uplift 2=577(LC 8). 9=623(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 4-7-5 co bracing. FORCES. (Ib)-Max. ComplMax.Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=314111955, 3-5=285711811, 5-6=321112126, 6-7=3070/2006, 7-8=-277711746, 8-9=326711965 BOTCHORD 2-16=1745t2919, 14-16=-1198/2130, 12-14=1482/2583, 11-12=1783/3042, 9-11=-1783/3042 WEBS 3-16=4291434, 5-16=397f/54, 5-14=-885/1395, 6-14=1244/932, 7-14=375/574, 7-12=-106/324,8-12=499/323 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18;.MWFRS (envelope) and C-C Exterior(2)-1-0-0 to 24-13, Intenor(1) 2-4-13 to 14-3-12, Exteriar(2) 14-3-12 to 17-8-9, Interior(1) 18-5-0 to 23-M zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf baftom chord live load noncommment 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 24)0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 577 It, uplift at joint 2 and 623 It, uplift at joint 9. VIVF1 P. C E N'SFi�%��ii No 22839 :9• A F ONA' Walter P. Print PE No.22839 Mrrek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tamps FL 33610 Date: February 8,2018 Awawahs -VarNy daskerparamerersand READNOTES ON TIOSAND/NCLWEDM?EKREFERENCE PAGE NXIV3.. 1MV2015 BEFORE USE. Design wlidhr use only with MTek®connedors. This design is based only upon parameters shown and la for an lnElvldual building component not �'- a MU system. Before use, Me budding designer must wdlythe applicability of design parameters and propedy Incorporate this design Into the overall building Eealgn. Bradng Indicated is to prevem buckling oflndiNdual"as web androrchord members only. MERimral temporary and permanent bradng MiTek' Is allays mulled for stabghy end to prevent collapse wdh passible persmml injury and property damage. ForgenemI guldhnae regan ing the fabdomldn,senrage,delivery,eme naMbmdngoftmsmaand Wsssystems,ses ANSIRPn Quality Citerta, DSBd9 and BC61 BWMing component 6901 Parke Fast BIM. saforyInfomuBon ewilable fmm Truss Plate InsgWe, 210 N. Lea Sheaf, suga 312, Aiexandda, VA 2251d. Tampa, FL 36610 Job Truss Truss Type Div Pty T13177483 40 1200 B_2CAR T4 RoofSpecial 1 1 Job Reference fornonal) guides, FlrslSource, Plant City. FL 33566 4.00 12 516 = 8.130 s Sao 15 2017 MTek 6,= Sb= Inc. Thu Feb 8 09:03:59 2018 Scale = 1:60.6 3 12 11 _ 3x8 = 3x4 = 3x4 = Sx8 = 5, = 2x4 I 3xii LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 REACTIONS. (lb/size) 2=1309/0-3-8, 9=130910-3.8 Max Hoa 2=93(LC 16) Max Uplift 2=576(LC 8), 9=-623(LC 9) CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.83 VeMILL) 0.30 13 >999 240 MT20 244/190 SC 1.00 Verl(CT) -0.5313-15 >758 180 WB 0.56 Horz(CT) 0.15 9 n1a nla Matrix-SH Weight: 161111 FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (Ito)- Max. CompJMax. Ten. -All farces 250 (lb) or less except when shaven. TOP CHORD 2-3=3157/1952, 3.5=2994/1935, 5.6=2689/1807, 6-7=2578/1729, 7-8=2576/1632, 8-9=-3229/1938 BOT CHORD 2-15=1742/2932, 13-15=-1188/2138, 12-13=1303/2375, 11-12=1714/3003, 9-11=-1714/3003 WEBS 3-15=3931403, 5.15=512/852, 5.13=654/1071, 6-13=1014/747, 7-13=183/317, 7-12=135/388, 8-12=669/437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Ops1; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-13, Interior(1) 2-4-1310 143-12, Exterior(2) 14312 to 16-5-0. Interior(1) 21-9-8 to 35-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;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 nonconcunent with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rn between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 576 lb uplift at joint 2 and 6231to uplift at joint 9. �y1pV IER'.... LENS' ;'Y .� No 22839 90: OF OP'\ iFS 0R1 OS,ONA,4��C;, Waiter P. Final PE NoM839 MiTek USA Inc. FL Cert 6634 S904 Parkas East Blvd, Tampa FL 33610 Date: February 8,2018 QWARNING-Vw*d.d e,wmdm.andREADNOTES ON TIaS AND INCLUDED MITEKREFERENCE PAGE MIF7473.. 10/O.V1015BEFORE ME. Design valldfor use any with MTuds wnnoMra. This design is based only upon parameters shown, and is her an lndMdual building componem,net a trus3 system. Berore use, the buiiding designer must ver5y the applicability of design parameters and properly Incorporate this design IMo the overall ■ bu,I0ingdesign. aratlng Indicated is to prevent heeding of McMdual bass web andlor Nord members only. Addilonaltemporaryandpetmaremixating M!Tek' Is etways required for stability and to prevent wWp39 web possible personal Injury and property damage. For general guidance regaming Me fabeeuion, storage, delivery, emeien and leasing of busses and buss systems, see ANSVTP11 Quality Drums, DS"9 and BCSI Building Component 691M Palle Fast BheL Saletylnformatlon arailableeom Tm3s Plate InWg e,218N.Lee Sbeeb Suite312.Aleaand�,VAM14. Tampa, FL 36610 dab Truss Truss Type Oty Pty T13177484 40 1200 B 2CAR V1 Valley 1 9 ab R fe a (optional) Builders FIrslSource, Plant City, FL 33566 4.00 12 3x4 = Bass -1:13.7 .i 3x4 3x4 LOADING (p3f) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2017/TP12014 CSI. TC 0.17 BC 0.40 WB 0.00 Matrix-SH DEFL. in Vert(LL) n/a Vert(CT) Fda Horz(CT) 0.00 (loc) Odell Ud - Na 999 - n/a 999 3 n/a We PLATES GRIP MT20 244/190 Weight: 20 lb FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied orb-0-0 cc pudins. BOTCHORD 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or 9-7-14 cc bracing. REACTIONS. (Ib/sae) 1=20817-4-8.3=20817-4-8 Max Horz 1=17(LC 13) Max Uplift 1=88(LC 8), 3=88(LC 9) FORCES. (lb) - Max. ComplMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=3141405, 2-3=314/405 BOTCHORD 1-3=333/285 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL-3.Opsf, h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members nd forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) live load of 20.0psfon the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide �P will lit between the bottom chord andany other members ,♦%% IER R ". 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 ID uplift at joint 1 and 88 Ib uplift at ♦ / �P IV i��i'' joint 3. 6 E $�.y� `,♦♦`♦ No 22839 9O: tH OF -Q/` IV ONA; 41,1181111 1110Np�♦ Walter P. Rnn PE ND.22839 Milk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 8,2018 AWARNINO• Vedrvdesign xuamefersand READNOhlONMSANDINCLUDEDWWKREFERENCEPAOEMIA703rev. 10N3x20f5BEFOREUSE. Deslgnvalld bruseonywilh MTek®scarctors. This design labasedony span paremelersshown, and Is bran lndlMdualbuilNng componeMnot a tmaa system. Befareuse, the butding designer must verity the applkabigly of design parameters and prepedy inemporale this design info themseall buildingdeslgn. gassing bdlcaled is to prevent buckling of lnWduat sues web and/or choM members only. Additional temporary and aermanembracing MiTek' Is sMays required be stability and to prevent coUpsearith postal. pastoral lniury and pmpe,ty damage. Forgenerelguldanmregardingihe fabrkMion,Waste. deMmy, session and brafingolbusseaandbusasystems,see Miami Quality Criteria, DS"9 and BCSI Bunding Comb .neat 6961 Pane Fast BIM. SafetyInformation availablefrem Truss PbteinWN e.218N.Lae SVaet,Suite312,Aiexand,ia,VA22314. Tampa. FL 36610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center late on joint unless x, 7 74 p j y onsets are indicated. I 6-4-8 dimensions shown in R-in-sixteenths s not to scale) (Drawing Failure to Follow Could Cause Property Damage or Personal Injury 9 1 ry Dimensions are in R-in-sixteenths. I I Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal orX-brawn 9 g, is always required. See SCSI. �'y1fi cl¢ c2a 2. Truss bracing must be designed by an engineer. For individual lateral braces themselves T WEBS Crd 4 O ,r �y' ,v p of x o "s ,tr'' O wide truss spacing, may require bracing, or alternative Tor bracing should be considered. 3. Never exceed the design tootling shown and never as�°p U stack materials on Inadequately braced trusses. p 4. Provide copies of this truss design to the building For 4 x 2 orientation, locale cra ce- csc F- designer, erection supervisor, property owner and plates 0- 'hd' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to beartightly against each other. 6. Place plates an each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE joint and embed fully. Knots and wane atjoint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIrfol 1. Connector plates. THE LEFT. 7, Design assumes busses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. ' Plate location details available, in MiTek 20/20 software or upon request NUMBERSILETTERS. 8. Unless otherwise noted, moisture content of lumber shall notexcexceed 19 % at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9 Unless not dpreservatdesignIsnot applicablefor ICC-ES Reports: use with fife retardant, lumber. 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, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall he of the species and size, and 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 puffins provided at output. Use T or I bracing spacing indicated an design. if indicated. Lumber design values are in accordance with ANSIrrPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at spacing, BEARING established by others. or less, 8 no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. i 6. Do not cot 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. a 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSIrrPH: 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 DSB-89: Design Standard for Bracing. ® is not sufficient. BCSI: Building Component Safety Information, Mill k 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSUTPI 1 Quality Critters. Installing & Bracing of Metal Plate - Connected Wood Trusses. MiTek Engineering Reference Sheet MII-7473 rev. 10/03/2015 /Brookside LHERN+KULP OENTIAL STRUCTURAL ENGINEERING Avenue, Building 4, Ambler, PA 19002 p 215-646-8001 mulherrikulp.coi630, 2019 ll Oren D'Onofrio /WADE JURNEY HOMES f 3198 Aerial Way / Brooksville, FL 34604 Florida Division 1202 Model —Elevation B—Up to 160 MPH Exp. C BFS ROOF TRUSS SHOP DRAWING REVIEW M+K Project #: 195-18010 WJH Project #: 022LWPOl1 — 5711 Eastwood Ave..... Reference Roof Truss Shop Drawfngspreparedbyguilders FirstSource, Inc, dated.' Feb. 6, 2018, Mrs. D'Onofrio: Pursuant to your request, we have reviewed the above referenced engineered roof truss shop drawings for the above referenced model and elevation. The scope of our review was to verify conformance with the structural design prepared by our office and to certify that the design loads used for their design meet or exceed the Code required criteria. Our review did not include dimensional checks, truss profiles or truss quantities. Our review found the engineered roof truss shop drawings meet or exceed the structural framing plan specifications and are in general conformance with the contract documents and are approved. Please feel free to calla you have any questions. Respectfully, MULHERN & KULP STRUCTURAL ENGINEERING, INC. James G Friling, P.E. Principall'DirectorofOperations ,+ vas'"PATE, ^,rer g• ' i 4i Z�LhftiF€F, 11\ JUL 3 p 2015 P.-IGient Fi1es1195- Wade lumeyHomes12019119004 - Lakewood Park Commun#1022LWP011- 1202- B RH (PRE! 1612 B)lsubmitta' '" submittal12019-07-16 - 1202 Model - E/ev. 8- FL RTShop Drawing Letlendoa ARROW ON THE TRUSS REPRESENTS ITS LEFT END 34-00-00 09 I- I I� I I- I ►i;,''���II�Il�',,1',,'1,►I ®■■III �����,�'I�II■■ A�SIt'i�lA 1 1' 11 1: 11 • 1. 11 Builders FirstSoiwce- 1602 INDUSTRIAL PARK DR PLANT CITY FL Phone: (813) 759-5922 Fax (813) 752-1532 htlp7Nnnv.btocwm - Per ANSI/TPI 1-2007 all "Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Dimensions are Feet -Inches- Sixteenths. -Trusses are to be 24" o.c. unless noted otherwise (U.N.O.) - Trusses are not designed to support brick U.N.O. - Do not cot or modify trusses without first contacting Builders FirstSource. - Immediately contact Builders FIrstSource if trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. - Use Manufacturer's specifications for all hanger connections U.N.O. - Use 30d x 1 1/2" Nails in hanger connections to single ply roof girder trusses. Floor Truss Notes: - Shift truss as required to avoid plumbing traps. - Installation Contractor and/or Field Supervisor are to verify all dimensions, trap locations, and options prior to Installation Dimension Notes: - Drawing not to scale. Do not scale dimensions ENCLOSED BUILDING (COND. I)(CAT. I I) 160 MPH EXPOSURE C TCLL: 20 PSF TCDL: 7 PSF BCLL: 10 PSF "Non -Concurrent" BCDL: 10 PSF DURATION: 1.25 Only reactions greater than 5,000 Ibs & uplifts greater than 1,000 Ibs are noted on the truss placement page Layout: Date: 01 Revision Rev1: Rev2: Rev3: jurney ti 40 - 1200 Elevation A Lot Swing Right 2 Car Garage Iofl