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HomeMy WebLinkAboutTrussIllt� MiTek® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 1612_Grp2_A - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Wade Jurney Homes Project Name: 1612_Grp2_A Model: 1612 Tampa, FL 336104115 Lot/Block: Subdivision: Address: N/A City: N/A State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 22 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 T16319872 Al 2/21119 18 T16319889 H5 2/21/19 12 T16319873IA2 I2/21/19 I19 IT16319890 1HJ1 I2/21/19 I 3 T16319874 A3 2/21/19 20 T16319891 1 HJ2 2/21119 4 T16319875 I C,11 12/21 /19 I21 I T16319892 I T1 12/21 /19 I 15 IT16319876 I CJ3 12/21/19 122 IT16319893 IT2 12121119 I 16 IT16319877 CJ5 12/21/19 I I I I I I I I I 17 IT16319878 I EJ3 12/21/19 18 IT16319879 I EJ5 12/21/19 19 IT16319880 I EJ7 12121/19 110 IT16319881 IEJ7A 12/21/19 Ill IT16319882 I GE1 12/21/19 112 IT16319883 I GR1 12/21/19 113 IT16319884 I GR2 12121/19 114 IT16319885 H1 2/21119 115 IT16319886 IH2 2121/19 116 IT16319B87 H3 12/21/19 117 IT16319888 I H4 12/21/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No 681 9 STATE PF '441Z Al 'o N A Joaquin Vela PE No.68182 Mlrek USA, Ina R Cert 6634 6904 Padre East Blvd. Tampa R.33610 Date: February 21,2019 Velez, Joaquin 1 of 1 Truss Truss Type Oty Ply .. T16319872 �Lphomd) 2_Grp2 A F16 Al Common 8 ]Jb 'Builders FirstSource, Plant City, FL 33566 8,220 s Nov 16 2018 MiTek Industries. Inc. Thu Feb 21 Sx6 = 4.00 12 Scale: 3/16•=1' t I� 3x4. = 4x6 = 3x6 = 4xS = 3x4 = , 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 lncr YES Code FBC2017/TPI2014 CSI. TC 0.84 BC 0.88 WB 0.84 Matrix-SH DEFL. Ved(LL) Vert(CT) Horz(CT) in (roc) Udell Ud 0.32 14 >999 240 -0.6014-16 >745 180 0.17 10 n1a n/a PLATES GRIP MT20 244/190 Weight 1741b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purling. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 4-2-5 oc bracing. 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1444/0-4-0, 10=1444104-0 Max Ho¢ 2=-120(LC 17) Max Uplift 2=-664(LC 8), 10=-664(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3545/2301, 35=-3219/2069, 5-6=2239/1563, 6-7=2239/1563, 7-9=-3219/2069, 9-10=-0545/2301 BOT CHORD 2-16=-2057/3313, 14-16=-1625/2706, 12-14=-1642/2706, 10-12=-2041/3313 WEBS 6-14=547/1080, 7-14=-794/644, 7-12=-243/566, 9-12=388/425, 5-14=794/644, 5-16=-243/566, 3-16=-388/425 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 5-0.0, 6 1111 GCpi=O 18; MWFRS (envelope) and C-C Extedo)r(2) A-M t lute for(l) 0-0 t 18 10-0, E terior(2) 18-10-0 to 241-10-1, Interior(1) 24-10-1 to 38-8-0zone; cantilever left and fight exposed ; end vertical left and fight exposed;C-C for members and forces `%%``` U (N' V, -.# F.4F �-,� 8 MWFRS for Lumber DOL=1.60 DOL=1.60 ,��� ON J C) E N S 1 �� reactions shown; plate gap ,� : V F•••, 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumentwith any other live loads. 4) • This buss 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 2-0-0wide No 68182 will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001la uplift at joint(s) except (jl=lb) 2=664,10=664. S OF 4fR Ak- ON Joaquin Vela PE No.68182 MITek USA. Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 ®WARNING-Verllydeslgepme...WREADNOMS ON TRISANOINCLUOEDAUrEKR£FERENCEPAGEWI-7413rev. f0'OY1015 BEFORE USE Design valid for use only will, MTeM connexion. This design is based only upon parameters shovm, and is for an indiiidual Wilding comporent net ��- a Wss system. Before use, the belong designer must very Me applicability of design paameters and pmpedy incorporate ads design into theovemll buildingdmign. Bredng Mdicated is to prevent Welding of Individual Was web andlorchorcl members only. Additional temporary and pemmrent brodng MiTek' Is always required for stability and M prevent collapse with possible personal injury and pmpeM damage. For general guidance regarding Me fabrication, storage, dative erection and leading ofbuasW and Muss systems.see ANSIfrPlf Qualdy CrReda,OSB-a9end BCSlBuildln9Companenf Safety reformat/on availeWe fiom T,um Plata InstbRe, 218 N. Lee Street Suite 31Z Aleuxilm, VA 22314. 6904 Ponies East Blvd. Tampa, FL W610 JoD Truss Truss Type Qty Ply T16319873 1612_Grp2_A A2 Common 1 7 Job Reference (optional) 1 Builders FlrstSDurde, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:57:31 2019 Page 1 I D:LmU3hl26CxfFghSPwbiy2zjO8w-8agJjPgmckNFLhLaLFTTSNbmTQzcER4sOV8uO4?hl 26.8 5-1-0 fi-1-0 26-8 26-8 Scale=1:11.5 4.6 = 4.00 12 2x4 = 2x4 = 2." 2-" LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.17 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 5 >999 180 BCLL 0.0 ' Rep Stress lncr YES WS 0.04 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 181b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly. applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=169/0-5-0, 3=244/0-3-0 Max Horz 1=-33(LC 9) Max Uplift 1=-72(LC 8), 3=-157(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-262/264, 2-3=-262/272 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult--i60mph (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 Exterior(2) 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 gdp DOL=1.60 3) This truss has been designed for a 10.0 par bottom chord live load nonconcurrentwith any other live loads. 4) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to beading plate capable ofwithstanding 100 to uplift atjoint(s) 1 except at --lb) 3=157. No 68182 S OF fill N Ad Joaquin Velez PE No.68182 MITek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa R. 33610 Date: February 21,2019 ®WARNING-Verdyderrmperemefueend READ NOTES ONTNISANDINOLUDEOMREKREFERENCEPAGEMII-74" ,idDYMISSEFOREUSE. Desga valid (or use only with MiTelrt0mnnectars. This design is based only upon parameters shown, and Is for an individual building component not a buss system. Before use, the balding designer must verily the applicat ility of design parameters end pmpedy incorporate this design into Meovemll buildingdesgn. Bmanglndirafedlsropn ntbucWbgofindNdualV nmbandlortl dmembemonly. Additional temporary and permanent bracing Is always required for stability and to with, possible personal injury and property damage. Forgensmlguidenceregadirgthe M)TeW preventmllapse falud.b.n, storage, dativery� erection and bradug oftmsses antl buss systems, see ANVaPIf Cathy CMeda,DS689and BCS/BURding Component Safetyleaverstlen avalaWe from Truss Plate InstiWte, 218 N. Lee Sbeel Suite 312, Alexandria, VA 22314. 6a04 Pence East Blvd. Tampa, FL X610 Job Truss Truss Type Cty Ply T16319874 1612_Grp2_A A3 Common 1 1 Job Reference (optional) 1 Builders FmdSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries. Inc. Thu Feb 21 05:57:32 2019 4x6 = 2x4 = 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=171/04-0, 3=171/0-5-0 Max Harz 1=16(LC 13) Max Uplift 1=72(LC 8), 3=73(LC 9) FORCES. (Ili -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=261/284, 2-3=260/283 Scale =1:10.2 PLATES GRIP MT20 2441190 Weight 161b 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) 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) and C-C Exterior(2) zone; cantilever left and fight exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 1001b uplift at joint(s) 1, 3. OIN .`�%,,�O E N sF�F� No 68182 �9 ST OF !�ST. O R Joaquin Velez PE No.68182 MTek USA Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 ®wARN1NG- Vadrydaaign panrri anfi EAD NOTES ON MIS AND INCLUDED MITEKREFERENCE PAGE ABI-7M rw. 10A12015BEFi USE Design valid for use only weh MiTels0l, connedLrs. This design is based only upon parameters Sol and is for an individual building component, not ��- a truss system. Before use, Me budding designer must very Me eppliosbi0ty of design parameters and pvariedly inroaorate Nis design into the overall buildingdesign.Bradng indicatctl is to pieenlbuckling of ludiWdual"a web and/or clwM members only. Adiitbnal temporary and permanentbarJrg WeK Is always required for stability and 0 prevent collapse with possible personal injury and property damage. For general sultanas regarding Me fabroetpn, storage, delivery, erection and trading oftrusses and Mass systems, see ANS14FRI Dually Crkeda,DSB-99 and BCSIBoUding ComponerM 691 Parke Fast Blvd. Saretylnrormation available fmm Truss Plate Insti ute, 218 N. Lee Street Suite 312, Alexandra, VA 22314. Tampa. FL 36610 Truss Type Qty Ply �TT�Jl T16319875 �JbRf,,,�cds �(,ptmnal) r1612_GIP2�_A Comer Jack 8 1Builders Fird Source, Plant City, FL 33566 8.220 s Nov 162018 MiTek Industries, Inc. Thu Feb 2105;57;332019 Pagel ID:L"U3h126CxtFghSPwbiy2zjO8w-5zx474rO8L.dza?VyTgVxXch71 EgAiKC9rpMsyuzj?hG Scale =1:6.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi 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 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matra-P Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=4/Mechanical, 2=121/0-4-0, 4=10/Mechanical Max Horz 2=40(LC 8) Mu Uplift 3=-5(LC 13), 2=-120(LC 8) Max Grav 3=17(LC 8), 2=121(LC 1), 4=19(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) 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 Extedor(2) zone; cantilever left and right exposed; end vertical left and night exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except Ut=1b) 2=120. ,``��OPQUIN If VFI J �• pENg .� . No 68182 %c % Joaquin Velez PE No.68182 MiTek USA, Inc. R. Cart 6634. 6904 Parke East Blvd. Tampa R. 33610 Date: February 21,2019 ®WARNING- Verily detignpimudahre and READNOTES ON MIS AND INCLUDED MBEKREFERENCEPAGEMII-7473 rev. lWpLZ0156EFORE USE Design "lid for use onlywiN Mlfek®oonnectors. This design is based Only upon parameters shown, and is loran individual Wilding component net ��- a truss system. Before use, Vie building designer must verify the applicability of design pammeters and Moody ldoxx,mte Ibis design Into Me awmH buildingdesiin. BmdrgindicatedistopreventbucklirgofindMdueltrusswebanNordwrdmembersoniy. Addifunaltemporary and Waranmtbmdng MiTeK Is always reguied far stability and to neverdoollapsewith possible personal injury and pmpedy damage. Forgeneralguidanceragareing Me hbdostlon, storage, delivery, erection and coming ofineses and trues systems, see ANSM11 dead, Lriteda, DSB4i9 and Bzll Building Component 69M Parke East Blvd. Selelylnformaflon available from Truss Plate Mandate, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL U610 Truss Type Dry Ply • T16319876 rl6'12_Grp2A �'_J3�Cane r Jack 8 1 Job Reference (optional) 'Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MTek industries, Inc. Thu Feb 21 05:57:33 2019 Pagel IO:L"U3hl26CYfFghSPwbiy2zj08w-5zx474rO8Ldza?VyTgVxXoh6XEr3iKC9rpMsyuzj?hG Scale =1:9.4 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(L-) -0.00 2-4 >999 240 MT20 244/190 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 Hom(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: ll lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=62/Mechanical, 2=179/0-4-0, 4=28/Mechanical Max Hoe 2=72(LC 8) Max Uplift 3=-58(LC12), 2=-132(LC 8) Max Grant 3=62(LC 1), 2=179(LC 1). 4=55(LC 3) FORCES. (lb) - 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=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) 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 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 20.0psf 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except Ut=lb) 2=132. UIN ........ OP G E N S��F� No 68182 S OF , O Q �\?tr✓` R Joaquin Velez PE No.68182 Milk USA, Inc. FL Cart 6634 6964 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 ®WARNING-VadrydaelgnpmametareamrREADNOTES ONWSANDINCLUDED NJTEKREFERENCEPAGE491-7473m.1GADJOU3BEFOREUSE Design valid for use only with MTeMoommMrs. This design Is hazed a* upan parameters sown, and is br an Individual building component not a buss system. Before use, Me building designer must wdly Ne applicability of design parameters and prowdy inourporete this design roes Me overall lovIdingdesign. among indicated is to prevent buWingofindividual truss web aM/arcimembers only. AddWndtemmma aMpennarlentbmdM WOW Is alweyo required brstsbility and fo prevent collapsewitn possible personal injury and pmperty damage. Forgeneralguidanceregardirgthe fabrication, storage, delivery.uvogon ancibra Ing of busses and busssystems,see ANSUrPfI Ouslay Criteria, DS949 and BCSIBuilding Component Most Parke East Blvd.Saely/romunkm available from Tmes PlatelnSttu ,218N.Lee Sheet Suite312,Algandna,VA22314. Tampa, FL M610 Job Truss Truss Type O ty T16319877 1612�GW A CJ5 Comer Jack 6 [ty1 Job Reference (optional) ' 1 Builders FlrstSource, Plant City, FL 33566 8.220s Nov 162018 MiTek Industries, Inc. Thu Feb 21 05:57:342019 Page 1 ID:LvnU3hl26CxfFghSPwbiy2zjO8w-ZBVSLOsevngC9391O0A3?DBzeyFRnSJ4T6PULz?hF -0-0 5-0-0 g, I 5.0-0 Scale=1:12.7 3x4 = Plate Offsets (X,Y)-- (2:0-0-6,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.03 2-4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.06 2-4 >921 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight 171b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=121/Mechanical, 2=247/0-4-0, 4=48/Mechanical Max Ho¢ 2=105(LC 8) Max Uplift 3=-107(LC 12), 2=-154(LC 8) Max Grav 3=121(LC 1), 2=247(LC 1), 4=95(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Sbuctural wood sheathing directly applied or5-0-0 oc pulling. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C'Extedor(2) 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 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 chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=11b) 3=107. 2=154. `�.` J v� No 68182 OF .00 Al OR1ID �4-S��NA� E?G%. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa R. 33610 Date: February 21,2019 ®WARNING.Va1,11 aergnparamet..dREADNOWSON7NISANDINCLUDEDAIIIE FERENCEPAGEM-74T3.16NY[015BEFOREUSE Design valid foruse only with MITeW mnnedprs. This design is bayed only upon pammesm shown, and Is for an Individual building mmpanent not a buss system. Betora use, the buiding designer must verify the applicability of design parameters and Misery Inmryomte this design Into the ovxmll bulldigdesign. Bracing Indicated is to Mventbuckling ofindwimlbuss web andlor chord members only. AddllbneltempararyarxiMmarentbmdig MiTek- isabveysregulmdfor stsNlityand to pmvetx collapse Wth pass@Ie personal injury and property damage. Forgenemlguldanmregsmin Ne fabdm5on,sbrage,detive eredronsMb=olbu mwdWsssystems,see ANSIRP11 Quahly CrMeAa,OS&69 and BC5l Building Component 6904 Parke East BW. Sarelylorormstbon evailade fi hn Tw� Prate lnslum, 218 N. Lee Sheet. suite 312, Alexandria, VA 22314. Tampa, FL W610 Job Truss Truss Type Ory r7Job 1612_Grp2. A EJ3 Jack-Open2 Reference (..if .. 1 :Builders FirstSoume, Plant City, FL 33566 3-0-0 8.220s Nov 16 2018 MI lax Industries, Inc. Inu Feb 21 U5:by:Jb ZUIV Page 1 ID:LvnU3hl26CxfFghSPwbiy2zj08w-1 L3gYmtHfythpleLa5YPcDmOw2KP9EISJ7al nzj7hE Scale-1:12.9 LOADING (pall SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.27 VG, 0.01 34 >999 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 3-4 >999 180 BOLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight lO lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (lb/size) 4=103/0-4-0, 2=71/Mechanical, 3=32/Mechanical Max Horz 4=57(LC 9) Max Uplift 4=-31(LC 8), 2=-64(LC 12), 3=4(LC 12) Max Grav 4=103(LC 1), 2=71(LC 1), 3=53(LC 3) FORCES. (Ib)-Max. Comp./Max.Ten.-All forces 250(lb) or less except when shown Structural woad sheathing directly applied or 3-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 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) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and tomes & 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 nonooncumentwlth any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 4, 2, 3. IV No 68182 -13 StOR O F ' 4U OF P,���� .,;5'S+,ON A Joaquin Velez PE No.68182 Mriek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 ®WARNING -Vadryrle rgnpvam,ftams dREAD NOTES ON THISANOINCLUOEOMITEKREf£RENCEPAGEMII.14mm� 1093/2015BEWREUSE Design Wild forwe only wM MTeIvic connectors. This design Is based only upon parameters slawn, and ISM, an individual building eomporem, rat ��- a truss syetem. Befom use, the building designer must verify the applicability of design parameters and pmpedy Incarcerate this design into the overall bulldNgdesign. Bracing Indicated isto ofln"dual WslimbandlerdmN members only. Additional formulary and pemlareat bradng MiTek' preventbuckllrg aalenrys required forstebility and to preventmllapsewM omnsle personal injury and properly damage. Fergenerelguldanaregerdingthe labdallon, storage, delivery.eractlonandbraciagoftmeses and buss systems. see ANSNIIGualMy Crtivfa,DSB-09and BCSIBuIlding Component 6904 Parke East BIW. S.MlylnlormaUon avallabia from Tess Plate Ins4Wts, 218 N. Lee Street, Same 312. AtevanEda. VA 22314. Tampa, FL 36610 Truss Tmss Type Qty Ply T16319879 r1612_Grp2A EJ5 JACK -OPEN 5 1 Job Reference o Banal tBuilders FirstSource, Plant City. FL 33566 3x4 - 8.220 s Nov 16 2018 MTek Industries, Inc. Thu Feb 21 05:57:36 2019 Page 1 ID:LvnU3hl26CxfFghSPwbiy2zj08w-VYDCm6uvQG7YRSDX8p3e9QJXTRejuhybXnbWZDzj7hD Scale=1:12.7 5-0-0 Plate Offsets (X Y)— 12:0-0-6 Edcel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.03 2-4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.06 2-4 >921 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 17 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0oc purins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (It/size) 3=121/Mechanica1,2=247/04-0,4=48/Mechanical Max Horz 2=105(LC 8) Max Uplift 3=-107(LC 12), 2=154(LC 8) Max Grav 3=121(LC 1), 2=247(LC 1), 4=95(LC 3) FORCES. (lb) - 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=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;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 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 100111 uplift at joint(s) except at=lb) 3=107, 2=154. %OPQUIp. ENS'.��% No 68182 irz Joaquin Velez PE No.68182 MTek USk Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 ®WARNING. VedtydwialsammarersandREADNOTESONMIS ANDINCLUDWMITEKREFERENCEPAGEMll.74Mmx.1W0.VZDISBEFOREUSE. Design valid for use only wall MITek®oomlecbrs. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer mustvedly the applicability of design parameters and pmpe ly inmryorate this design M o thaoverall buildingdesign. Belong indicated is to pren2ntbuWirg ofindivdual truss web antler tlroN members only. Additgnaltempaer,andpennanentbraing Mew NaAaye uimdbrstabilitymdWpreventmllapse Wi Nssiblepersonalinju wdpmpertydamage. Forgeneralluidanmaxardi,gthe febrioxi.n. stmaga. ddivery,erecrion and bratlng of trusses and buss systems, see ANSM11 Quality Creeria,DSB-89 and BCSl Building Component 6904 Parke East Blvd. Saletylnfwmaflen avalablefmm Tmss Plateln tW%,218N.Lee Str %Suile312,Al a dda,VA42314. Tempa,FL 36610 Job Truss Type Oty Ply • T16319880 1612_Grp9_A ]EM Jack -Open 19 1 JOb Reference (op6onap 1 Builders FirstSource, Plant City, FL 33566 4x6 = 8.220 s Nov 16 2018 MTek Industries, Inc. Thu Feb 21 05:57:36 2019 Page 1 ID:LwU3hl26CxfFghSPwbiy2zjOBw-W dCm6wOG?YRSDX8p3e9OJSFRZluhybXnbWZDzj?hD LOADING (pso SPACING- 2-0-0 CSI. DEFL. in floc) Vde0 L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Ve an 0.14 2-4 >575 240 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.20 2-4 >401 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Hom(CT) -0.00 3 n/a n1a BCDL 10.0 Code FBC20171rPI2014 MatrixSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Iblsize) 3=165/Mechanical, 2=319/0-4-0, 4=80/Mechanical Max Ham 2=138(LC 8) Max Uplift 3=-134(LC 12), 2=-181(LC 8), 4=1(LC 12) Max Grav 3=165(LC 1), 2=319(LC 1), 4=124(LC 3) FORCES. (Ib)-Max. Comp.lMax. Ten. -All forces 250(lb) or less except when shown. Scale: 3WA. PLATES GRIP MT20 2441190 Weight 2311D FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc Puffing. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-sewnd gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-M to 5-0-0, ntenor(1) 5-0-0 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 DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 4 except at=lb) 3=134, 2=181. P(�UIN 1 VF1,,�i�i G E N SF F� No 68182 9' S OF OR X Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634. 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 ®WARN/NG.Very/ydealgnpa.sua.amf A NOTES ON TNISANDINCLUDMWEKREFERENCEPAGEMM-7473.. fa91Y2arSBEFOREUSE Design valid forme onlywi01 MITeki) mnnecess. This design is based only upon parameters shown, and is for an Individual bulldog mmpormi. met a truss system. Be%. use, Me building designer must verify On applicability of design parameters and properly incorporate this design Into me ovemll buildingdesgn. among indicated is to prevent budding of lnd!Aduai truss web and(orolwrd members only. Additional temporary and permanentbadng MiTek' Is always required forstnofity and to prevent calapse with possible personal injury and pronely damage. Forgeneralguitlanceregardirgtoe fabrication, storage, delivery, erection and bracing of busses antl truss systems, see ANSVTP/f Quality Criteria, DSB-89 and BCSl Building Component 6904 Parke East Blvd. Saretyln7ormation available from Teas Plate Insetute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL M610 Job Truss Truss Type Gay Ply T16319881 1612,GrpA2 EJ7A Jack -Open 1 1 Job Reference (optional Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:67:37 2019 Page 1 ID:L"U3hl26CxfFghSPvibiy2zjOBw.zkBbzSuXBa7P3cokiWatherkPnved721mGK45gzj7hC -"-0 5-2-8 ]-0-0 1-0-0 5-2-8 1-9T 4.6 = 3xe = Scale =1d5.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.09 2-6 >935 NO MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.19 2-6 >431 180 BCLL 0.0 Rep Stress lncr YES WB 0.11 Horz(CT) 0.01 4 n1a n1a BCDL 10.0 Code FBC20171TP12014 MatricSH Weight: 26 In FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=13/Mechanical, 2=319/0-4-0, 5=232/Mechanical Max Horz 2=110(LC 8) Max Uplift 4=-17(LC 9), 2=-189(LC 8), 5=-112(LC 8) Max Grav 4=35(LC 24), 2=319(LC 1).5=232(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. WEBS 3-6=226/356 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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 Exlenor(2) -1-M to 5.2-8, Interior(1) 5-2-8 to 6-114 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 psf bottom chord live load nonconcurrent with any other live loads. 5) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=189,5=112. IN ENV�F��'. No 68182 9 S OF �''SS��NA EC1,`% Joaquin Velez PE Na.68182 MiTek USA, Inc. R. Carl 6634 6904 Parke East Blvd. Tampa R.33610 Date: February 21,2019 ®WARNING.VenrydWgnpa memrs mdRE4DNOTESONMIS AND INCLUDED MNEKREFERENCEPAGEA91.74n..1NQVi0158MREUSE Design valid for use only with MTeWoumectors. This design is based only upon parameters Mom, and is for an Individual building earnme nl, cat abusssystem. Before use, Me building deaigner must verify the applicability ofdes'gn parameters and properly inWra ate this design into the overall buildingdesign. BradngIndicatedistopreventbucklin,ofindividualMissvebandlorchordmembeasonly. Additional temporary and MiTek' permanentbredig is aMmys required for stability and to prevent mllapsewifh possible personal injury and property damage. Fofgenemiguidanceregardingthe labdca8on, domp.,delivery, erection and bratlng oftrusses and buss systems. see ANSI77PI1 Qualtty Criteria, DSB-99 and SCSI Building Component 69o4 Pence East Blvd. Saraly lnhrmahon available from Truss Plate Institute,218 N. Lee Sheet Suite 312. Alexandria, VA 22314. Tampa, FL W610 Job Truss Truss Type City Ply T16319882 1612_Grp2 A GE1 Common Supported Gable 1 1 Jab Reference (optional) 1Bunders FirstSource, Plant City. FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:57:38 2019 3x8 = 3x6 = 5-1-0 5-1-0 3x8 = Scale=1:13.4 Plate Offsets (X Y)-- 12:0-0-2 Edoel 13:0-3-0Edgel (4:0-0-2 Edgel LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.24 Vert(LL) 0.00 5 ntr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.00 5 n/r 120 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Hom(CT) -0.00 4 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 19 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 2=242/5-1-0,4=242/5-1-0 Max Horz 2=25(LC 8) Max Uplift 2=-149(LC 8), 4=-149(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=205/486, 3-4=-205/486 BOT CHORD 2-4=-330/177 BRACING- TOPCHORD Structural wood sheathing directly applied or 5-l-0oc, purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=1511t; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/fPl 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-M oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=11g) 2=149, 4=149. 9) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 4. QUIN �VF"`,ii NO 68182 Joaquin Velez PE No.68182 MITek USA Ina FL Cart 6634 69D4 Parke East Blvd. Tampa R.33610 Date: February 21,2019 ®WARNING-Venlydeslanparernmer,ama AD NOTES ON MIS ANDINCLUDEDABfEKREFERENCEPAGEMB-T4T3 w.1N0Y20IeBEPotEUSE. �� Design valid for use only with MiTea cennedors. This design is based only upon parameters sfu vn, and is for an individual building component, not a buss system. Before use, Me building designer must verify Me applicability of design parameters and pmpedywr inporete this design into drs ove211 buldingdesign. Bmdng MdimtedistopreventbuWingofindvidualtmsswebanNorOoNmembemonty. AdditunaltempararyaMpeimarantbaang MiTek' is always required forstability and b prevent collapsewith possible personal lemy and property damage. For general guidance regarding Me fabrication, storage. delivery, erection W bracing of trusses and Muss systems, see ANSM11 Qualify Cessna, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sarelylnrormaffcn available ft. Truss Plate Institute. 218 N. Lee Street Suite 312, Alexandra, VA 22314. Tampa, FL W610 Job Truss Truss Type Qty pty ' T16319883 1612_Grp2 A GR1 Hip Girder 1 n L LbReference(optional) i ,l.p-0,, a,o.w1e. 7-0-0ai,wnY. r�u f -0 7-0-0 Special 4.00 12 7x10 = Ct 0 0.44u s Nov fbzufb Ml lex Inausmes, mc. Inu reb z1 Ub:b1:41 2U19 Scale: 3/16'=l' NAILED NAILED NAILED Special 2x4 I 5x8 = 4x6 — 7x10 = NAILED NAILED NAILED NAILED NAILED —NAILED NAILED NAILED 5x12 = 15 24 25 14 26 13 27 28 29 72 30 11 31 32 10 5x12 = 2x4 II NAILED 4x10 MT2aHS = NAILED NAILED NAILED NAILED 5x12 =4xIO MT20HS =NAILED 2x4 II Special NAILED 8x14MT20HS = NAILED NAILED NAILED Special NAILED LOADING Pat) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017/7PI2014 CSI. TC 0.75 BC 0.87 WB 0.96 Mablx-SH DEFL. Ve t(LL) Vert(CT) Horz(CT) in (loc) Udell Ltd 0.73 12-13 >618 240 -1.00 12-13 >446 180 0.15 8 n1a n1a PLATES MT20 MT20HS Weight: 429 lb GRIP 2441190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purling. 3-5,5-7: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-10-9 oc bracing. BOT CHORD 2x6 SP No.2 *Except* 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2883/04-0, 8=2884/04-0 Max Hom 2=48(LC 8) Max Uplift 2=1567(LC 4), 8=-1568(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ile) or less except when shown. TOP CHORD 2-3=8375/4410, 34=-12592/6748, 4-6=-12590/6746, 6-7=-12605/6760, 7-8=-8379/4414 BOT CHORD 2-15=414lf7900, 13-15=-4133/7862, 12-13=6652/12603, 10-12=4090/7865, 8-10=4099, 7904 WEBS 3-15=-133/736, 3-13=-2675/5026, 4-13=-968/762, 6-12=985/771, 7-12=2685/5036, 7-10=-132/736 NOTES - I) 2-ply truss to be connected together with 1Od (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row, at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 Me. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=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 fight exposed; Lumber DOL=1.60.plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except 61--lb) 2=1567,8=1568. 10)'NAILED' indicates 3-10d (0.148"0") or 3-12d (0.148'x3.25') toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2331b down and 2621b up at 7-0-0, and 233 Ib down and 262 Ile up at 30-8-0 on top chord, and 3131b down and 173 lb up at 7-0-0, and 313lb down and 173111 up at 30-74 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. `aC. E N S�NIN CF1,,��i Z No 68182 �frr- -•Nlllllla`- Joaquin Velez PE No.68182 Mffek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa R.33610 Date: February 21,2019 ® WARNING.Vedrydealgn Iv meHmaWRE NOTES ON MIS ANDINCLUDEDMrrEKREFERENCEPAGEMfx473 nv. 1W0.Y20f6BEFORE USE Design valid for use only wN, Mffeva connectors. This design is based only upon parameters shown, and is for an individual Wilding component not a Was system. Before use, the building dmgner must wny Me applicability of design parameters and properly Incorporate Mis design into the pveraA building design. Bracing indicated is to pauent buckling of indiNdud Was web ardlor chord members only. AddWnal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapsewilh passible personal injury and property damage. Forgenealguidanceregaalirgthe fabdwton, storage, delivery, erection and bacing of asses and Was systems, see ANShTP11 Oualdy CMeda, DSB-09 and BIDS? Bu iding Component 6904 Parke East BM. Safetylnformallan available from Truss Plata InseNte, 218 N. Lee street Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Truss Type aty Ply • T16319883 rJob�G��Pl 2 GrjaR AHip Girder i Job Reference�fttll 1 Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MTek Industries, Inc. Thu Feb 21 05:57:41 2019 Page 2 ID:LvnU3hl26Cxi1FghSPwbiy2zj08vr-sVO5pgxl FodgXD6VxMepsUOKgsq7kCLh2lHERzj?h8 LOAD CASE(S) Standard ' 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniforrn Loads (plf) Vert: 13=-54, 3-7=-54, 7-9=54, 2-8=-20 Concentrated Loads (to) Vert: 3=-186(B) 5=-11l(B) 7=-186(B) 15=-313(B) 13=-60(B) 4=111(B) 6=111(13) 12=60(13) 10=-313(B) 16=1 11(B) 17=111(B) 18=111(B) 19=-111(B) 20=-111(3) 21=111(B) 22=41l(B) 23=111(B) 24=-60(B) 25=460(B) 26=60(13) 27=-60(B) 28=-60(B) 29=60(B) 30=-60(B) 31=-60(B) 32=30(B) ®WARNING-Verdirdaelgr1ramehms.mIREAONOTE50NMIS MIDINCLUDEDWEKREFERENCE PAGE W-74TJm.iG0Y1019BEFOREUSE Design valid for use onlywith MiTeiillidonnecism. This design Is based omy upon parameters slavm, and is for an individual building component, not a Wss system. Beforeuse, the bulding desgner must verify the applicability of design pammeters and pmpedy incoryorate this design Into theoverdll buildingdesign. BrsungindicatedIstopreventbucklingofindimdualtrusswebandlordwrdmembersonly. Additionaltemporaryandpermarentbrzung MiTek• is always required for stability and prevent collapse with possible personal injury and property damage. For general guidanmregardiig Na rabicaton.storage,delivery, erection and bretlngoftrusses andbusssystems, see AN9?PH Qualify Cri(eda, OSB-69 and SCSI Building Componud 690I Parke Fast BNd. Safetylsiormaflen available from Tmss Plate Institute, 218 N. Lee Street Suite 312, Aleundda, VA 22314. Tampa. FL 36610 Job Truss Truse Type Oty Ply T76319884 1612_Grp2_A GR2 Roof Special Girder 1 q L Jab Reference (options[) Bullders 1-1151boume, Plant lacy, FL JJbbb 6.22US NOV 11521.116 MIIex lnduslnes,Inc. Inu Fe021Ub:b7:442U19 Pagel ' ID:LwnU3hl26CxfFghSPwt iy2zjO8w-G46ERr_wY?POhg4cUCWr6esCg[Bm7mNOxxrmzj?h5 1-0-0 74)-0 10-0-12 13-114 17-0-0 19-4-0 22�-0 I6 D 0 294-0 32-8-0 1 37-8-0 38-1-0 �-0 7-0-0 3-0-12� 34iA 34-12 2-0-0 3-0-0 1 3-0-0 1 34-0 i 34-0 1 5-0-0 1--0-01 Scats=1:66.9 NAILED Special NAILED NAILED NAILED 6x12MT20HS = 4.00 12 6x8 = NAILED 4x6 = 2.4 II 6x8 = NAILED NAILED NAILED NAILED NAILED Special 3 24 4 25 26 5 27 6 NAILED 5.8 =NAILED 20 II 4x6 = 6x8 = 5x8 = 23 33 2234 35 21 36 20 3719 38 18 17 39 1640 41 15 42 14 5xa = 2x4 It 46 = 7x10 = 46 = 4x6 = 2x4 II NAILED 5x8 = 4x6 = 2x4 II Special NAILED NAILED NAILED NAILED NAILED NAILED 6xl2MT20HS = NAILED NAILED Special NAILED NAILED NAILED 7-0-0 104-12 I 13-11-0 17-0-0 19-0-0 221-0 1 26-0-0 291-0 3241-0 37A-0 >11.f1 21d 1l 'A.RA 17a4l 211f1 �11 '!M '+1f1 '11f1 J111 Plate Offsets (X,V)-- (2:0-4-0,0-2-101, [3:0-4-0,0-2-0), [7:0-7-0,0-3-4], [11:0-4-0,0-251, [12:0-4-0,0-2-101, [21:0-5-0,0-5-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(L-) 0.90 18-19 >498 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -1.2418-19 >362 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress lncr NO WB 0.77 Horz(CT) 0.13 12 n/a Na BCDL 10.0 Code FBC20177rP12014 Matrix-SH Weight 457 lb FT=20% LUMBER - TOP CHORD 2x6 SP No.2 *Except' 1-3,11-13: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2669/0-4-0, 12=2442/0-4-0 Max Horz 2=48(LC 8) Max Uplift 2=-1412(LC 4), 12=-1338(LC 5) BRACING - TOP CHORD Structural wood sheathing directly applied or 355 oc pudins. BOT CHORD Rigid ceiling directly applied or 75-12 oc bracing. FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-7529/3933, 3-4=-9368/5020, 4-5=-10656/5709, 5-0=-10659/5712, 6-7=-12209/6533, 7-8=.15412/8260,8-9=12672/6796,9-10=-12672/6796, 10-11=-10201/5478, 11-12=-6937/3669 BOT CHORD 2-23=362717094, 22-23=3623/7069, 21-22=4881/9366, 20-21=-5983/11386, 19-20=-8118/15346,18-19=-7827/14766,16-18=-7827/14766,15-16=-5373/10199, 14-15=-3418/6545,12-14=-3412/6553 WEBS 3-23=-92/497,3-22=1508/2846,4-22=-1301/784, 4-21=-816/1538,5-21=-282/255, 6-21=591/509, 6-20=-1953/3757, 7-20=4812/2601, 7-19=-704/399, 8-19=-413/816, 8-18=-137/381,8-16=-2306/1250,10-16=-1453/2722,10-15=-1506/898, 11-15=2161/4041 NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=151t; Cat 11; 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 5) Provide adequate drainage to prevent water poaching. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 35-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) except (jt-lb) 2=1412,12=1338. 10) 'NAILED' indicates 3-1Od (0.148'x3') or 3-12d (0.148'x3.25') toe -nails per NDS guidlines. ````I1111t111/I/��I PpUIN No 68182 -f11111l Joaquin Velez PE No.68182 MIT& USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date; February 21,2019 ®WARNING-VW01dawlgnparam..nc!READNOTES ONTHIS MDINCLUDEDMREKREFFRENCEPAGEW1.7473nv.100212015BEFOREUSE Design valid for use onlywiN MTekW mnnecmrs. This resign is owed only upon parameters shown, and Is fpran individual building component act a buss system. Before use, the budding dmgnermust verify the appliraNlity of design parameters and pmpedy Inmrporele this design into theoverall buildingdesgn. Bmdngindicated istoprowntbuWirgofmdwi al tress web andlorchordmembers only. Additionaltemporary and pemlarentbadng MiTek' u always required for stability and N preventcollapse with possible personal injury and property damage. Forgenelal gutch nceregan ing the fabricator. storage, derivery crouton and trading of trusses and less systems, see ANSWPH quality Crderia,DSB-09 and BCSI Budding Component 6904 Parke Fast BIA. m Saferylnrorafion available Rum Trlss Plate lost e.218 N. Lee Street Suite 312, Alexand4a, VA 22314. Tampa, FL 36610 Job Truss Tress Type Oty Ply • T16319884 1612_Grp2 A GR2 Roof Special Girder 1 q L Jab Reference (optional) •. Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MTek Industries, Inc. Thu Feb 21 05:57:44 2019 Page 2 ID:LvnU3hl26CziFghSPwbiy2zjO8w-G46ERi wY?POhg4cUCWr6esCglBm7mNOXxrmzj?h5 NOTES- 11) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 233111 down and 2621b up at 7-", and 245 lb down and 242111 up at 32-M on top chord, and 3131b down and 173 he up at 7-0-0, and 115 he down and 19 It, up at 32-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Unitarian Loads (pt) Vert: 1�3=-54, 3-6=54, 6-7=-54, 7.11=-54,11-13=-54, 2-12=-20 Concentrated Loads (III) Vert: 3=-186(F) 6=111(F) 11=-149(F) 23=J73(F)19=-212(F)18=-12(F) 8=-17(F)14=-70(F) 24=-111(F) 25=-111(F) 26=-111(F) 27=111(F) 28=17(F) 29=-67(F) 30=67(F) 31=-67(F) 32=-67(F) 33=60(F) 34=-60(F) 36=60(17) 36=-60(F) 37=460(F) 38=12(F) 39=-28(F) 40=-28(F) 41=-28(F) 42=28(F) ®WARN/NG•VerHy Oea/Bn pvamaren arMREAD NOTES ON THIS AIIDINCLUDEDJMrEKREFERENCEP4GEW-7Mray. 1ON3/t8158EFORE USE Design valid for use only with MTek® correctors. This design Is based only upon parameters sham. and is for an IndMtlual building wmpowL not a buss system. Before use, the buddbg designer must verify Me applimlaity of design Parameters and properly incorporate this design into the overall bulldOgdesgn. SmdngINIatedistopmmntbuayd[ngofindividualWssweban ord Mmembemonly. Addi[brattemporaryand permanent badng MiTek' Is always required far staWlity and 0 prevent collapse with possible personal ln]M and pmpeny damage. ForgenealguldanaregardLg the fabdcaGon. storage, delivery, erection and bmdng of busses and truss systems, see ANSIRP1I Quality areeda, DSB•89 and BCSIBuilding Component 6904 PaAe East Blvd. SatetylnTampulan available firm Tl1Os Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa. FL U610 Job Truss Truss Type Oty Ply • T16319885 1612_GryZ A H1 Hip 1 1 Job Reference (optional) Builders FirslSource, Plant City, FL 33566 8.220s Nov16201BMiTeklndvsUies.Inc. Thu Feb2105:57:452019 4.00 f2 Scale=1:64.7 Sea = 4x6 = 4x10MT20HS = ass = 20 6 5.6 = 5.8 = 4x10MT20HS = 3x4 = 4%I0MT20HS = 5,8 = 9-0-0 I 18-10-0 I 28A-0 I 37$-0 i 9-0-0 410-0 g-teal gal-r Plate Offsets (X,Y)— j2:0-4-0,Edgel, ll0:0-4-0,Edgel LOADING (psf) SPACING- 2-M CSI. DEFL. in (Joe) I/dell Lid PLATES GRIP TCLL 20.0 Plate Gfip DOL 1.25 TC 0.66 Vert(LL) 0.50 14 >905 240 MT20 244/19D TCDL 7.0 Lumber DOL 1.25. BC 0.90 Vert(CT) -0.84 12-14 >535 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(CT) 0.20 10 Na n/a BCDL 10.0 Code FBC20171FP12014 Matrix-SH Weight 187 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except' 4-6,6-8: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 3-7-9 oc bracing. REACTIONS. (lb/size) 2=1444/0-0-0, 10=144410.4-0 Max Horz 2=60(LC 12) Max Uplift 2=-714(LC 8). 10=-714(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forms 250(I1b) or less except when shown. TOP CHORD 2-3=-3629/2742, 3-4=3371/2421, 4-5=3131/2323, 5.7=4277/3040, 7-8=-3131/2323, 8-9=3371/2421, 9-10=3629/2742 BOT CHORD 2-16=-2509/3393, 14.16=2865/4109,12-14=2868/4109, 10-12=-2506/3393 WEBS 3-16=-244/430,4-16=-557/856, 8-12=-557/856,9-12=-244/430, 5-16=-1224/975, 5.14=0/392, 7-14=01392, 7-12=12241975 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; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-M to 5-0-0, Interior(1) 5-0-0 to 9-0-0. Exterior(2) 9-M to 17-5-13, Interior(1) 17-5-13 to 28-8-0, Extedor(2) 28-8-0 to 37-1-13, Interior(1) 37-1-13 to 38-8-0 zone; cantilever left and right exposed ; end vertical left and fight exposed;C-C for members and forms & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except 0t=lb) 2=714. 10=714. ,`%��oPQUW fVF�,��, ENSF;� •� i NO 68182 S OF :�44/` Joaquin Velez PE No.68182 MITek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 ®WARNING -Very dlalpn peramafen aMREAD NOTES ON TNISANOINCLUOEO 0REKREPERENCEPAGEM.74M .fgbO SBEPDREUSE Design wild for use only with MffaM Maredpls. This design is based only upon parameter shown, and is for an hdividual bulldog component, not a boss system. Before use, the building designer must rxdfy the applicability of design parameters and prpedy Incorporate this design IMP the overall bdlding design. Bear, Indicated is to prevent MrckJing of Individual Miss web aMlordmrd members only. AddUonal temporary and permanent brdng MiTek' is always required forstabilryity and to posoudcollapsewdo possible personal injury and property damage. Forgenerlguldanceregerdog,ce f.bdwSahyln%wmarmlon devailaryle Truss Peteln GMe28NeLee SSh eq SUlta 312, AlexanMe, VAPj2�yaIIry CMeda, O3B-0g and BCSIBU/Iding Component 6904 Parke Bast Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Ply • T16319886 1612 Grp^e_A H2 Hip 2 1 Jab Reference (optional) Builders FirstSouroe, Plant City, FL 33566 8.220 s Nov 16 2018 MITek Industries, Inc. Thu Feb 21 05:57:47 21319 Page 1 ID:Lv U3h126CxIFghSPwbiygO8w-gfoM3tOore0_F82fHdID51GMmtE=T2D3_IDS474?112 1-0- 510-14 11-0-0 18-10-0 2641-0 31-9-2 37-8-0 41 -0-0 5-10-14 51-2 7-10-0 7-10-0 51-2 61a14 -0-0 Scale=1:64.7 4.00 12 5x6 — 2x4 II 5x6 = 4 195 20 6 A I� 19 IG 2t4 II 3x4 = 46 = 3x8 — 4x6 = 3x4 = 214 II 56:100--4 5-1-2 I T-10-0 I- -31--2 I 37-01760 54 Plate Offsets (X Y)-- 12:0-4-0 Edoel 18:0-4-0 Edae1 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(L-) 0.43 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.70 13-15 >636 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Holz(CT) 0.19 8 n/a n/a BCDL 10.0 Code FBC2017/7P12014 Matrix-SH Weight 1771b FT=20% LUMBER - TOP CHORD 20 SP No.2 *Except* 4-6: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 2=1444/0-4-0, 8=1444/0-4-0 Max Horz 2=-73(LC 17) Max Uplift 2=-707(LC 8). 8=-707(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3639/2717, 3-4=-3122/2324, 45=-3589/2717, 5-6=3589/2717, 6-7=3122/2324, 7-8=-3639/2717 BOT CHORD 2-16=-2488/3391,15-16=-2488/3391, 13-15=1971/2906, 11-13=-1968/2906, 10-11=-248513391, 8-10=-2485/3391 WEBS 3-15=-5161550,4-15=-175/402,4-13=598/909,5-13=-484/530, 6-13=-598/909, 6-11=-1751402, 7-11=516/550 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) and C-C Extedor(2) A-M to 50-0, Inteffor(i) 5-0-0 to 11-0-0. Extedor(2) 11-M to 19-5-13, Intedog1) 19-5-13 to 26-8-0, Extedor(2) 26-8-0 to 35-1-13, Intedor(1) 35-1-13 to 38-M zone; cantilever left and fight 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 pending. 4) This truss has been designed fora 10.0 psf 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 fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=1b) 2=707, 8=707. .``%,,��P�G No 68182 ir �'. S OF :�Q/Z O N A ;Ca%. Joaquin Velez PE No.68182 Mrrek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa R. 33610 Date: February 21,2019 ®WARNING-VoNy doe gnpammohn antl READNOTES ON i ANDINCLUDEDW9 REFERENCEPAGEM-74Mrev. 1QTQeV15BEFORE USE Design valid foruse andy won MTek®mnnesnes. This design Is based orly upon parnmeters shown, and Is bran IrMMdual bullmng composer. not a buss system. Befofe use, the building designer must vent' The applicability of design parameters and properly Inmmarate this design Into Neoverall buildingdesign. among hdicetedistopme ntbucklhgofindimduWl wmba�ortlw members only. Addr5onsltemporaryeMpermarentlacing MiTek' Is always regulred for stadiity and to prevent mllapse win possible personal Injury and pmperty damage. ForgenamiguldonceregeNi the fabdption, storage, delivery erection and badng of busses and buss systems. see ANSWIR11 Dually Cinerla, DSB-89 end SCSI Building Campem rd san yla/ermaflon avallaryie M1am Toss Plate InstiWte, 218 N. Lae Sheet suite 312. Alexandds, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qy Ply • T16319887 1612_Grp2 A H3 Hip 2 1 Job Reference (optional) •, Builders FlrstSource, 71-0.0 Plant City, FL 33566 fi-I N4 13-0-0 18-10.0 8.220 s Nov 16 2018 MITek Industries, Inc. Thu Feb 21 05:57:48 2019 Page 1 ID:LwU3hl26CxfFghSPwbiy2zjO8w-9rUHD1QcyWfu8aKHSeypWzHZNi7CMIeV9 j?ht 24-M 30-9-2 3 - 640-14 6-1-2 5-ID-0 I �D 510-0 6.1-2 6_10-14 -0-0 Scale=1:64.7 Sx6 = 2c4 II 5.6 = 4.D0 12 4 19 6 20 6 4.6 = 16 15 14 13 12 11 10 4x6 = 2x4 II 4x6 = 3x8 = 3x4 = 2x4 II 3x4 = 46 = fi-10-14 13-0-0 18-10 0 24-8-0 30-9-z 37A-0 610-14 6-1-2 '10.0 5.10-D 8-1-2 E-10-14 Plate Offsets (X,Y)- 12:0-2-6,Ed9e1, f8:0-2-6,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Odell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.40 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.6313-15 >708 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.19 8 n/a ma BCDL 10.0 Code FBC2017/TPI2014 MatrixSH Weight 181 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pur irs. BOTCHORD Rigid ceiling directly applied or 2-2-0oc bracing. REACTIONS. (lb/size) 2=1444/0-4-0, 8=1444/0-0-0 Max Ho¢ 2=-85(LC 13) Max Uplift 2=-698(LC 8), 8=-698(LC 9) FORCES. (Ib)-Max. Comp•/Max. Ten. -All forces 250(Ib) or less exceptwhen shown. TOP CHORD 2-3=-3608/2684, 34=2902/2199, 4-5=-2991/2333, 65=2991/2333, 6-7=-2902/2199, 75=-3608/2684 BOTCHORD 2-16=-2455/3359, 15-16=-2455/3359, 13-15=-1824/2685, 11-13=-1821/2685, 10-1 1=-2452/3359,8-1 0=-2452/3359 WEBS 3-16=0/266, 3-15=-718/670, 4.15=-215/422, 4-13=-358/540,5-13=-051/397, 6-13=-358/540, 6-11=215/422, 7-11=718/670, 7-10=0/266 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) and C-C Extedor(2) -1-M to 5-0-0, Interior(1) 5-M to 13-0-0, Extedor(2) 13-M to 21-5-13, Intenor(i) 215-13 to 24-8-0. Exterior(2) 24-8-0 to 33-1-13, Intefior(1) 33-1-13 to 38-M zone; cantilever left and fight 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at --lb) 2=698,8=698. ��%%% opP .. E IV S�C'1 e ;� F No 68182 9' ST OF •u/� •,41,1 N i1� EC%%%�� Joaquin Velez PE No.68182 MITek USA. Ina FL Cert 6634 6904 Parke East Blvd. Tampa R.33610 Date: February 21,2019 ®WARNING-yedfydesign,earemefoaandREAD NOTES ON MIS AND INCLUDED WEKREFERENCEPAGE,IN-74n o.1G03P1pf5SEFOREUSE. Design valid for use onlywith MTek® connectors. This design Is based only upon parameters shown, and Is for an IndMdual building component. not a buss system, gained use. the building designer mustwny Me applicability of design parameters and properly Inmrpprate Nis design into Me overall burdingdesgn. BradngIndicated istopieventbuo ingoflndhedualWsswebandrorchordmembersonly. AdailkneltemporaryaMpemareattwog MiTeW Is always required for stabiliy end to prevent wraps wi h passlNe personal injury and Milady damage. For general guldance regarding Me fabricator, storage. delivery. election and trading of bWaW and truss systems, see AN=PI1 QwMy Cdfeda, DSB49 and SCSI Build/air Campanent Sol Palle East Blvd. Safefylnreva lad avallabie RomTrm Pla[ Instbde,218N.Lee SbeeLSuite312,Alexandda,VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply • T16319888 1612Grg2_A H4 Hip 2 1 Job Reference (optional) Builders RrstSoun e, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Feb 21 05:57.49 2019 Page 1 ID:Lv U3hl26CxIFghSPwbiy2zjO8wd2v7UZ23MGeUSjlP1ohAALg?hvKRWCWXIEiWzzj?hO 1-0 7-10-14 15-0-0 22-" 29-9-2 37-8-0 E -0-0 7-10-14 7-1-2 7-8-0 7-1-2 7-10-14 o Scale=1:65.8 4.00 12 5x6 = 5x6 = 2x4 II 6x8 = 6x8 = 214 II 7-70-14 15-0-0 22-8-0 29-9-2 37-M 7-16-14 7-1-2 ]6-0 7-1-2 7-70-14 Plate Offsets (X,Y)— [2:0-2-6,Edge], [9:0-2-6,Edge], f12:0-4-0.Edgel, [13:0-4-0,Edge] LOADING (pst) SPACING- 2-M CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate -Grip DOL 1.25 TC 0.87 Vert(LL) -0.88 11-12 >507 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.11 11-12 >403 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.32 Horz(CT) 0.17 9 the n1a BCDL 10.0 Code FBC2017/TP12014 MatrixSH Weight: 16716 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x6 SP No.2, 1-4,7-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1444/04-0, 9=1444/0d-0 Max Ho¢ 2=96(LC 12) Max Uplift 2=-688(LC 8), 9=-688(LC 9) BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 act bracing. WEBS 1Row at micipt 3-13,8-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=J55112626, 3-5=-2745/2035, 56=-2541/1981, 6-8=-2745/2035, 8-9=-3551/2626 BOT CHORD 2-14=-2394/3300,13-14=-2394/3300, 12-13=-1628/2541, 11-12=-2393/3300, 9-11=-2393/3300 WEBS 3-14=-3/305, 3-13=1000/815, 5-13=209/531, 6-12=209/531, 8-12=1000/816, 8-11=-3/305 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extertor(2) -1-M to 5-0-0, Interior(1) 5-0-0 to 15-0-0. Exterior(2) 15-0-0to 31-1-13, 1nterior(1) 31-1-13 to 38-8-0 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 pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=688, 9=688. QUIN �V,-' . ' No 68182 i OF 4(/Z O Joaquin Velez PE No.68182 MITek USA, Inc. IL Cert 6634 6904 Parke Past Blvd. Tampa FL 33610 Date: February 21,2019 ®WARNING.VedfydeNgnpem O..hdREADNOMS ON 7 MMDINCLUDEDNIrEKREFERENCEPAGENI-7473rex. 1=312015BEFORE USE Design valid for use only wrb MiTeM connectors. This design is based only upon parameters shown, and Is for an Individual Wilding CmponenL not a buss system. Before use, me building *signer must verify the applimbilily of design pammeles and pmpedy Incoryorzts Nis design IMp theaverall buildingdesign. BmangbMicatedlstopreventbualirgofinalmduallasswebandforcbordmembersony. Addtionaltemporaryandpemlanentb,acing KWIC Is ebvays required for stability and to pre,mdoollapse me passible personal injury and property damage. Forgenealguidanceregamilgthe fabroadpn,shomes. deiivery,emabon and among of passes and truss systems, see ANSI?Plf Oualdy, Canada,DS&89 and SCSI BuffdMg Component 6904 Parke East Blvd. Safery/nfmmarfod available from Thum Plate Instead, 218 N. Lee Street Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Tmss Truss Type Oy Ply T18319889 rob 2 Grµ2_A HS Hip 2 1 ' Job Reference (optional) Builders FirstSoul Plant City, FL 33566 8.220 s Nov Inc. Thu Feb 21 05:57:502019 Scale =1:65.9 4.00 12 5x6 = 5x6 = 3x4 = 46 = 3X4 = yhq = • 4x6 = 3X4 = 9-9-14 77-11 20-8-0 27-10-2 3]-8-0 STE 7-2-2 8-8-0]-2-2 9-ol Plate Offsets (X Y)- 12:0-0-6 Edge? [4:0-3-0 Edgel [9:0-3-0 Edoel rl l:0-0-fi Edoel LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) I/de8 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.40 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Veri(CT) -0.6516-18 >694 180 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.16 11 Ida n/a ' BCDL 10.0 Code FBC2017lTP12014 Merrill Weight 180 lb FT=20% LUMBER - TOP CHORD 2x4 SP N0.2 `Except' 6-7: 2x6 SP No.2 BOTCHORD 2x4 SP NoA'Except' 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-M oc bracing. REACTIONS. (Ib/size) 2=1444/0-0-0, 11=144410-4-0 Max Horz 2=-108(LC 13) Max Uplift 2=-676(LC 8), l l=-676(LC 9) FORCES. (Ito) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-3546/2510, 3-5=-3212/2285, 5-6=-2433/1833, 6-7=2261/1766, 7-8=-2433/1833, 8-10=-3212/2285, 10-11=-3546/2510 BOT CHORD 2-18=-2291/3315, 16-18=-1813/2698, 15-16=1375/2261, 13-15=-1811/2698, 11-13=-2290/3315 WEBS 8-15=700/626, 8-13=-248/552, 10-13=-394/439,5-16=-700/626, 5-18=248/552, 3-18=-394/439, 6-16=-386/547, 7-15=386/547 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.i8; MWFRS (envelope) and C-C Extedor(2) A-M to 5-0-0, Interior(1) 5-0-0 to 17-M, Exterior(2) 17-0-0 to 29-1-13, Intedor(1) 29-1-13 to 38-8.0 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 pending. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 2=676,11=676. No 68182 O• jJ� I F 00 S,ONA� Joaquin Velez PE No.68182 Iii USA Inc. FL Carl 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 ®WARNING-Verlyydeatlin ummefenmWRPADNOTESONMISAND/NCLUDEDADTENREFERENCEPAGEWI.747Jrev.fN0Y1p15BEFOREUSE Design valid for use only with Mil connectors. Time design a based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design pammeters and pmpedy incorporate mis design into use overall buildingdesign. Brad, indicated! Is to prevent buckling ofIndividual trussweb michordmembers bell Ad3lionaltemporaryandpemoreMbmang KWIC is always required for stability and to proventcoltapse wllh possible personal injury and propertydamage. For general guidance regarding be fabrication, storage, delivery, erection and bracing ofhusses and truss systems, see Mali Quality Crkeda, DSB-89 and BCS/ naval Comunevenot 691 Parke East Blvd. Safarylnformetlan available from Trues Plate InstlNte, 218 N. Lee Street Suile 312, Alexandra, VA 22314. Tampa, FL M610 Truss Truss Type City Ply T16319890 IJob 1612_Grp2_A HJ1 Diagonal Hip Girder 3 1 Job Reference (optional) . Builders FirslSource, Plant City, FL 33566 8.220 s Nov 16 2018 MITek Industries, Inc. Thu Feb 21 05:57:51 2019 Page 1 - ID:LvnU3hl26CxfFghSPwbiy2408w-ZQINE3JutuQkmtQWSg9GbR55UfOvQZp_cjpbsj?tL. -1-5-0 5315 9.10-1 1{y0 I 5315 I 46-1 Scale-1:21.2 3.4 = NAILED NAILED u. NAILED 5 NAILED 5-0-05 2-0-0 26-1 LOADING (psg SPACING- 2-M CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.57 Vert(LL) 0.23 6-7 >508 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.32 6-7 >362 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.20 Horz(CT) 0.01 5 n/a WE BCDL 10.0 Code FBC2017rrPI2014 MatrixSH Weight 37 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. ((b/size) 4=151/Mechanical,2=437/0-5-5,5=281/Mechanical Max Hom 2=137(LC 4) Max Uplift 4=-120(LC 4), 2=-318(LC 4), 5=-124(LC 8) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(I1c) or less except when shown. TOP CHORD 2-3=899/454 BOT CHORD 2-7=-519/834, 6-7=-519/834 WEBS 3-7=185/503,3-6=-998/621 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-10-14 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuli 60mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.0psh h=1511; 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 par bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3S4 tall by 2-0-0 wide will 6t between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except at --lb) 4=120, 2=318, 5=124. 6) *NAILED' Indicates 3-10d (0.148-x3-) or2-12d (0.148'0.25-) toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-4=-54, 25=-20 Concentrated Loads (lb) Vert 6=-39(F=-19, B=-19) 9=89(F=45, B=-45) 10=54(F=27, B=27) No 68182 ST OF ' �� .o�. A� a `o P ����` ONA\, S V` Joaquin Velez PE No.68182 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 ®WARNING-tradr, dedgnpammafersarMREAU NOTES ON THISAND INCLUDED ADTEK REFERENCEPAGEMI1i 1I1e1gt115BEFONE USE Design valid for use only with Mi rele9 cotmeonrs. This design Is based only upon parameters shown, and Is for an Individual building component net a buss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall bidding design Bracing Indicated is to prevent buckling of Individual Miss web and/or dhoti members Win Additional temporary and permanent bmar, Welk' Is~ exubed for staff and n pewat collapse with posstle personaNnjury and property damage. Forgeneralguidenaregardingthe fabrication, snrege,delivery, erection aMbradngofbusses and Wsssy Atems, see ANSI/TPI1GuaNy Crlleda,DSB-89and BCiBuilding Component 6904 Pare East BM. SalerylnfarmeBon available from Trcos Plate InstM , 218 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL W610 Jab Truss Truss Type Oty Ply T16319891 1612_Grp2_A HJ2 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FIMISoufce, Plant City, FL 33566 8.220s Nov 162018 MiTek Industries, Inc. Thu Feb 21 05:57:522019 Page 1 ID:L"U3hl26CxfFghSPwbiy2zj08w-1 dbF7a4xfBOHMwSc4ALOoozENu2FewvyDGTM61zj?gz Scale=1:15.7 7-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) War L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.09 24 >925 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0A7 2-4 >479 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 MatrlxSH Weight 23 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purling. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directy applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=158/Mechanica1, 2--303/0-5-5, 4=70/Mechanlcal Max Horz 2=104(LC 4) Max Uplift 3=-127(LC 8), 2=-249(LC 4), 4=-1(LC 8) Max Grav 3=158(LC 1), 2=303(LC 1), 4=116(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) 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 right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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-M 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 1001b uplift at joint(s) 4 except (jt--Ib) 7' 'NAILED" 1 o the facef she truss aroe-nailse noted aser IN IDS guidfront (F) or back (B). %%;OPQG eeLOADCASE( )icates ection,tloads applied E LOAD CASE(S) Standard �'' F•'•. �� 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Unions Loads (plf) No 68182 _ •' *;• * Vert 1-3=-54, 2-4=-20 _ Concentrated Loads (lb) Vert 6=54(F=27, B=27) "O' z O F44/� Joaquin Velez PE No.68182 MiTek US& Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: February 21,2019 ®WARNING-Vwlyy daelgnparemalrra am)READ NOTES ON MIS ANDINCLUDED M?EKNEFEAENCEPAGE&VbM73 ray. 10i012(h38EF0REUSE valid air we only with MiTeW connectors. This design is based only upon parameters shown, and is for an individual building tumpmant net Nil' us a buss system. Beforee, the building dwgner must veify the applicability of design parameters and pmpeM Inw,porate this design into the overall membemonly. Additgnaltemporary and brodng MiTek' bUdingdesign. Bmdnglndiraledisopre ntbucklirgafindMdualbusswebend/ortlro permanent is always reguired forstabllltyand to prevent cmllapsewith possible personal Injury and propety damage. Forgenemiguldanosragardirgthe aluma8an.storage, tleliv¢ryerection and trading of musses and buss systems, see ANSIRPIf Qualify CMerfa,DSB-89 and BC51 Bu11ding Componeat Safetylnfermation ava�larylefmm Truss Plate lnsdhre,218 N. Lee Street Suite 312, Alexandra. VA 22314. 69n4 Parke East BIW. Tampa. FL M610 Jab Truss Truss Type Oty Ply , T76319892 1612 GIP A �Ti Roof Special 1 1 Job Reference o donal Builders Fir dSource, Plant City, FL 33566 8.220 s Nov 16 2018 Mill Industries, Inc. Thu Feb 21 05:57:53 2019 Page 1 ID:LvnU3hl26CxiFghSPwbiy2zj08w-Vp9eKw5ZQU87_30oetsdLO W LUIHhNCr6RwCwekzj?gy 1 410-14 9d-0 154-0 174-0 24-0-0 30A-0 V-1-0 -8 -0-0 410-14 4-1-2 64 2-0-0 6A-0 6A-0 7-0-0 -0-0 4.00 12 5x6 = 5x6 = 6x8 = 2x4 II 5x6 = 5x6 = 3x12 W20HS = 2x4 II 6xl2 MT2aH6 = 20 II 46 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.94 Lumber DOL 1.25 BC 0.92 Rep Stress lncr YES WB 0.72 Code FBC20171TP12014 Matrix-SH DEFL. Vert(LL) Vert(CT) Hom(CT) in (lac) Won L/d 0.68 12-13 >658 240 -1.1012-13 >409 180 0.21 9 n/a Na PLATES MT20 MT20HS Weight 175 lb LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural woad sheathing directly applied. 6-8: 2x4 SP M 31, 8-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpl 6-16. 8-12 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1444/0-4-0, 9=1444/0-4-0 Max Hom 2=-61(LC 17) Max Uplift 2=-618(LC 8), 9=-714(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=-3611/2345, 3-4=-3338/2088, 4-5=-3099/1999, 5-6=4433/2817, 6-7=-5114/3271, 7-8=-5114/3271, 8-9=-3587/2238 BOT CHORD 2-16=-2162/3378, 14-16=-2467/4120, 13-14=3274/5416, 12-13=-3276/5411, 11-12=-197313322. 9-11 =-I 972/3333 WEBS 3-16=-294/350,4-16=-384/748, 5-16=123Of747, 5-14=-970/1627, 6-14=-1975/1246, 6-12=-510/237, 7-12=-395/391, 8-12=1212/1901, 8-11=0289 NOTES- 1) Unbalanced roof live loads have been considered forthis 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; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0, Intenor(1) 5-0-0 to 38-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) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent 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-M wide will 6t between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=618, 9=714. Scale=1:66.0 GRIP 2441190 187/143 FT=20% NO 68182 �,.aS OF •�/� i a ••. i,� ntC c 0 R 1 p �j��% NA7 E��%% Joaquin Velez PE No.68182 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2019 ®wA ,NG-Vrlfydeslgnp seehnendREAONOTES ON MIS ANOINCLUOEOMITEKREIERENCE PAGE 115I.7473me 1W321f5BEFORE USE Design valid far use only Won MifeR®connedms. This design is based only upon parameters shown, and is for an indiWdual building component, not ��- a buss system. Before use. Me building designer must verify the applirabiliry of design parameters and properly Inmrpmate Nis design into Meoverall among Indicated Is topre•entbuddingofindiNdualtruss web andnordeNmembersonly. AddilionaltemporeryaMpenearentbri MiTek- bwldingdesgn. Is aMaye required lorstablllly and m prevenlwllapse wllh passible personal Mpay and pmpeM damage. Forgeneral guidance regardingMe fabdcabon. sblrreagge, deliveryry erttpon and bredngoftneses 6ndlrye56y3tcma,see ANSMIf quality Cmeda, OSBd9 and SCSI Building Component SafetylnlwmN/on mile Ie fmm Traes Plate lnstMe, 218 N. Lea Sb L SuIW 312. Alaandde, VA 22314. 6904 Parka East Blvd. Tempe, FL 36610 Job Truss Type Oty PlyT76319893 1612-Grp�_A F Roof Special 1 1 Job Reference (optional) Builders R!"StSOUrce, Plant City. FL"33b65 U.ZZU S NOV lb ZUIU MI I ex InOUSMBS. InC. 1 nU reO 2l Ub:br:OV ZUle 5.6 = 5x6 = 4.00 12 4 5 5.6 = 3x4 = 5x6 = Sole=1:65.9 3x8 = 18 17 16 15 14 13 12 3x8 = 2x4 II 3x8 = Us = 3x4 = 4x6 = 3x4 = 6x8 = -0 2-0-0 2A-0 2E-0 -s-01--0 3-05-10-14 5-12 1 -0 6 I I Plate Offsets (X Y)- 12:0-4-0 Edgel t6:0-3-0 Edgel 110:0-4-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefi Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.52 14-15 >859 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.86 14-15 >519 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(CT) 0.18 10 n/a n/a BCOL 10.0 Code FBC2017/TPI2014 MatuSH Weight 184lb FT=20% LUMBER - TOP CHORD 2x4 SP NO.2 *Except* 6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/Size) 2=1444/04-0, 10=1444/0-4.0 Max Hom 2=73(LC 12) Max Uplift 2=-597(LC 8). 10=-707(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-M oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3650/2252, 3-4=3099/1941, 4-5=-2864/1858, 5-6=-4275/2715, 6-7=-4110/2600, 7-8=4204/2691, 8-9=-3332/2075, 9-10=3613/2340 BOT CHORD 2-18=2066/3401, 17-18=-2066/3401, 15-17=1830/3172,14-15=2494/4204, 12-14=-1777/3115,10-12=2095/3381 WEBS 3.17=.583/443,4-17=-439/764, 5-17=646/356,5-16=-1204/1925, 6-15=-1573/1077, 7-15=-254/186, 7-14=365/367, 8-14=788/1197, 8-12=-84/361, 9-12=279/360 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; BCD1_=3.0psh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0. Inte lor(1) 5.0-0 to 38-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-64) tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) 2=597, 10=707. `%% C)N U W 01111111111, VF4F,��� O %3 0ENg'e1 .� No 68182 S Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: February 21,2019 ®wmR - 11.0, 4agnpera.e ..CREAD NOTES ON THIS AND INCLUDED NREK lsflEVCEPAGEW-7473 rev. id0aR0I6BEFORE USE. valid torus" ONy"Mi a--nn `M_ This design - based oNy upon parameters slaws, and k loran indiWdual Wliding mmponenl. rwl WpeSign e buss system. Before use. Na building tlesgner must verify me applicability of design parametem end Popedy inmryorat" Mis design inb gapve211 Blaring lndicnint is to or r,"dal WsswebeMlortlwN members only. Addtbnal temporary end rcr4mdng MiTek' buildilg tlesign. preventbuddirg per Is eAvays regmredkroteblllry antl to pmvant wliepae v3N possible personal lnjluy end property damage. Fprgeneral gultlance regartlirg the fabtlealion, srorege, dative erection and bmong of trusses and buss systems, see ANSI?Plf Dualky CNfeda, OSB-49 and BCS/Bul/ding Component SalefylnPormatlon ava"aGa lmm Truss Plate Institute, 218 N. Lee Street Sulte 312. Alamndda, VA 22314. 6904 Padre Easl eNd. Tampa, FL 36610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 1 � " Center plate on joint unless x, y 4 offsets are indicated. —II dimensions shown In ft-In-sixteenths Il--•-64--8 (Drawings not to scale) I Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. 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-bracing, is always required. See BCSI. u C14 C2a 2. Truss bracing must be designed by an engineer. For 0"116 WEBS 4 Cry wide trussspacing, individual lateral braces themselves may requires or alternative Tor l T cc O WNp� b bebracing, bracing should be considered. should x O ss°P U 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. a IL 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate cra cwr cs-e BOTTOM CHORDS designer, erection supervisor, property owner and plates 0-''+a' from outside all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/rPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from ` Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSlrrPI 1. software or upon request. NUMBERSILETTERS. 8. Unless otherwise noted, moisture content oflumber shall not exceed 19 % at time of fabrication.. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for [CC -ES Reports: use with fire retardant preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 X 4 width measured perpendicular 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 be 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 punins provided at output. Use T or I bracing spacing Indicated on design. Y if indicated. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values g y 14. Bottom chords require lateral bracing atit. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTekO All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cat 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. $ 18. Use of green ortreated lumber may pose unacceptable environmental, health or performance risks. Consult with p Industry Standards: project engineer before use. ANSIrrPl1: 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 DCSI: DesignComStandard for Bracing. is not sufficient. -SCSI: Building Component Safe Information, I �W1 ® /��1 M 20. Design assumes manufacture in accordance with g Guide to Good Practice for Handling, ITV ANSI rPI 1 Quality Criteria. - Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 a. F MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING 300 Brookside Avenue, Building 4, Ambler, PA 19002 - p 215-646-8001 - mulhemkulp.com March 12, 2019 Baylie Eikmeier WADEJURNEY HOMES 3198 Aerial Way Brooksville, FL 34604 Master — Up to 160C MPH 1612 Model — Elevation B BUILDERS FIRSTSOURCE ROOFTRUSS SHOP DRAWING REVIEW M+K Project #: 195-19004 WJH Project #: 0221-WP009 — 7002 Penny Ln. Reference Roof Truss Shop Drawings preparedbyBuilders FirstSource. Dated. Feb. 27 2019 Ms. Eikmeier: 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 Lode 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 as noted. Please feel free to call if you have any questions. Respectfully, MULHERN & KULP STRUCTURAL ENGINEERING, INC. James G Friling, P.E. Principal/Director of Operations Y7' GE o'fVA� nnnl� F .� P.-IClientFiles1195-WadelumwHomes12019119004-LakewoodParkCommunity1022LWP009- 16128RH15ubminals12019-03-08-structsubmitta112019-03- 12- 1612 Model - Grp 2 Elev. B - Master- FL RiShop Orwg Redewdocr ARROW ON THE TRUSS REPRESENTS ITS LEFT END CA Al Al 9 a 37-OR-00 i -I _1 �__1 • 1 rl I 1� 11 � 1 11 • I' II I II I• II ®Bui�PS Fir4Source 1602 INDUSTRIAL PARK DR PLANT CITY FL Phone: (813) 759-5922 Fax (813) 752-1532 httplAvww.Ndreom - 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- SI#eenths. - 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 cut or modify trusses without first contacting Builders FirstSource. - Immediately contact Builders FlrstSource if trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. - Use Manufacturers specifications for all hanger connections U.N.O. - Use 10d 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 sole. Do not scale dimensions ENCLOSED BUILDING (COND. [)(CAT. II) 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 Jurney Homes 1612 Grp 2 - A Elevation A Lot Swing Left Layout: 1612_GF Date: 02/2l/19 Revision History: Revl: Rev2: Rev3: 1 Of 1