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HomeMy WebLinkAboutTRUSS PAPERWORKJ� 1_ Lumber design values are in accordance with ANSIfrPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: J37481 - J37481-Dave Golden Homes-Osteen Res. MiTek USA, Inc. Site Information: 6904 Parke East Blvd. FL 3g��411`a'ED Customer Info: Dave Golden Homes Project Name: Osteen Res. Model: Tampa, �tVVIV Lot/Block: Subdivision: �� Address: 8505 Immokolee Rd. City: Ft. Pierce State: FL St. Lucie County 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 [All HeighlI Wind Speed: 160 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 21 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 I Date No. Seal# Truss Name Date 1 1 T16454958 1 A01 3/7/19 118 1 T16454975 1 ZEJ7C J 3/7/19 12 1T164549591 A02 13/7/19 119 I T164549761ZHJ3 13/7/19 I 13 I T164549601 A03 13/7/19 120 I T1 6454977 1 ZHJ5 13/7/19 I 4 IT16454961IA04 317/19 ._ 121 1 T1 64549781 ZHJ7 l3f7119 15 I T16454963 I A05 317/19 > I I I 1 I V 1 I REVIEWED F I CODE COMPLi G ,v, I ST. LUCIE CO I ROCC 16 I T164549631 A06G 13/7/19 I7 J T16454964 A07G 317/19 I8 _ 6T1645496 ZCJ1 3/7/19 19 I T16454966 1 1 ZCJ 1 A 13/7/19 110 1 T1 6454967 1 ZCJ3 I3l7/19 Ill IT16454968IZCJ3A I3M19 112, .1T164549691ZCJ5 I3/7/19 113 IT16454970IZEJ3 139 14 T16454971 ZEJ5 3M/7/19 15 1116454972 ZEJ7 13/7/19 16 T16454973 ZEJ7A I3/7/19 117 1T16454974IZEJ7B I3/7/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Albani, Thomas 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 .,hould verify applicability of design parameters and property incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 'OR ANCE uN 1 I /:/ 39380 f' �t O: STATE OF :�4U` i tC �.. O R 10 76NA� E0C��. Thomas A Albanl PE No.39380 MITek 1.1% Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Data: March 7,2019 Albani, Thomas 1 of 1 Job s was Truss Type Dry Ply J37481-Dave Res. T164-14958 J37481 A01 Scissor 5 1 GDM811.1=1s-Osteen Job Reference East Coast Truss, FL Pierce, FL 34946 8.220 a Nov 152018 MiTek Industries, Inc. Thu Mar 7 10.36:192019 Scale=1:41.3 4x4 = 34 � 34 Plate Offsets (X,Y)— [2:0-0-10,Edge), [6:0-0.10,Edge1 LOADING gasp SPACING- 2-0.0 Cat. DEFL. In (lot) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.23 8-9 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.40 8-9 -677 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.53 Horz(CT) 0.27 6 We Wa BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 101 to FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=987/0-8-0, 6=987/0-8-0 Max Horz 2=-231(LC 6) Max Uplift 2=-522(LC 8), 6=522(LC 8) FORCES. (Ib)-Mars. CompJMax.Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=2707/1139, 3-4=2010/802, 4-5=2010/802, &6=-270711139 BOT CHORD 2-10=-891/2484, 9.10=-897I2498, 8-9=897/2432, 6-8=891/2417 WEBS 4-9=469/1385, 5-9=-733/445, 3-9=710/445 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid telling directly applied. NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7.10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=3.OpsF h=15ft; B=35ft; L=23ft; eave=oft; Cat. II; Exp C; Encl., GCpi=D.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about Its Center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent 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) Bearing at joint(s) 2, 6 Considers parallel to grain value using ANSIrrPI i angle to grain formula. Building designer should verify Capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at joint(s) except Ot=lb) 2=522, 6=522. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A Albert PE No.39380 MITek USA, Inc. FL Cert $034 9004 Parke East Blvd. Tampa FL 33g10 Date: March 7,2019 ®WARNING-Yadh do9gn parameters antl READ NOTES ON THIS AND INCLBDEDMITEx REFERENCE PAGE OP7473a1 10XV2015SEFORE ME Design valid for use only with MRek® connedors. The design b bases ony upon parameters shown, and Is loran Individual building component, not a made system. Before use, the buntline designer must verify to appgcablly of design parameters and property incorporate this design We the awrell buildingdeslgn. Bracing Indicated ism paves buorinp ofmolNdual truss web and/or chord members only. Additional temporary and permanent bating Welk* Is eMggs readedfor stability and to pavers collapse wit possible personal loury and property damage. For general guidance regarding the fabticagon,stoage, delWery.ereelon and batng of laesas and base systems, see ANSVIP/f Godley Corona, DSB49 and Best Bulldtog Componsnl 6934 Parts East BNd. Safeylefefmaflon evati ale from Tales Plate lnsltNe, 219 N. Lee Street, Suite 31Z A10xsndda. VA 22314. Tampa. FL 36810 Job t Trusa Truss Type 0ty Ply J37481-Dave Golden Homes-Osleen Res. T18454959 J37481 A02 GABLE 1 1 Job Reference D ti0nel East Coast Truss, Ft. Plante, FL 34946 I 8.220 s Nov 16 2018 MTek Industries, Inc. Thu Mar 7 10:36:20 2019 4x4 = axe � SO 5-10.11 11-4-1 1&8-5 22-8-0 ~ 5-10.11 5-5-5 I SSS 5.10-11 Stele-1:41.3 Plate Offsets (X,Y)- 12:0-0-10,Edgel, f8:0.0-10 EdgeI LOADING (psf) SPACING- 2-0-0 est. DEFL. In (IDC) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 VerULL) 0.23 8.9 "99 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.40 8.9 -677 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Hoa(CT) 0.27 6 n/a nits BCDL 10.0 Code FBC20177rP12014 Matrix -AS Weight: 115 lb FT-0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=987/0.6-0, 6=987/0-8-0 Max Hoa 2=-231(LC 6) Max Uplift 2=-522(LC 8), 6=522(LC 8) FORCES. (Ib)-Max. Comp./Max.Ten.-All forces 250(I1g) or less except when shown. TOP CHORD 2-3=-2707/1139, 3-4=-2010/802, 4-5=2010/802, 5-6=-2707/1139 BOT CHORD 2-10=-891/2484, 9-10=-897/2498, 8-9=897/2432, 6.8=891/2417 WEBS 4-9=-469/1385, 5-9=-733/445, 3-9=7101445 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vu8=160mph (3-sewnd gust) Vasd=124mph; TCDL=5.Opsf; BCDL-3.Opst, h=15ft; B=35ft; L=23ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever 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 (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI7rPl 1. 4) Plates checked for a plus or minus 0 degree rotation about Its Center. 5) Gable studs spaced at 2-0-0 cc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonwnwrent With any other live loads. 7) s This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSIRPI 1 angle to grain formula. Building designer should verity Capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=522,6=522. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Albaml PE No.39380 MiTek USA, Ina FL Cart 6694 6904 Parke East Blvd. Tampa FL HMO Data: March 7,2019 &WARMING.YwUxOe+l-9nparamolo,Sshd READ NOTES ON WS AND INCLUDEDMITER REFERENCE PAGE NILL7473ru. 10MV2015aEFORE USE �� Doalgn veto for use anMwah Mrelt®oonn9ctam. This design is based o0l upon pammetem shown, and Is for an hdMdual building componan, not Yd� R- atruasre system. Berouae.Oe building designer must vasty Me appllrablay of design parameters and properly Nccryosh, Ole design into the oWrAl building design. Brecluglndlcated is to pmventbucMng V Wdholdualtruss web andlorgordmombem only. Addslonaltempolery and permanentbracing ��-��•YYY® MiTOW Is aWaya required for stability and to prevent coAapse with possible personal injury and pmpaMdamogs. For genera? guldanw regarding to fabdeatlnn,storage, deWaryry election and bradng aftlamas and truss systems, see ANS1RPH QualityCdleds, DSB49 and Best Building Component ansiablefrom TunsPlate Instftte,218N.LeeE M.Sula312,Alexandda.VA22314. 6904 Plaits East Blvd.SadolylnformeNoo Tampa, FL 36610 Job s Tntss Truss Type Oty Ply J37481-Dave Golden Homes-Osteen Res. T16454960 J37481 03 Scissor 2 1 Job Reference (optional) cos ...ai cuss, rL rierce, FL 34945 8.220 s Nov Mu Mar 7 1025:21 2019 Scale-1:41.3 ass = 1. II 34 cc 3.00 12 Side1x4 II 5-10.11 11-0-0 10.9-5 2241-0 5-00.11 54i5 I 5 I 5.10.1t t Plate Offsets (X Y)- [2:0.1-10 Edgel [6:0-0-10 Edgel LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) gde0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.45 Vert(LL) 0.23 8-9 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.40 8.9 -677 180 BCLL 0.0 ' Rep Stress Inv YES WE 0.53 Hom(CT) 0.27 6 n1a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 1281b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ithislze) 2=987/0-8-0, 6=987/0.8-0 Max Horz 2=231(LC 6) Max Uplift 2=522(LC 8), 6=522(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2707/1139, 3-4=-2010/802, 4-5=2010/802, 5-6=2707/1139 BOT CHORD 2-10=891/2484, 9-10=-897/2498, 8-9=897/2432, 6.8=891/2417 WEBS 4-9=-469/13B5, 5-9=433/445, 3-9=710/445 BRACING - TOP CHORD Structural wood sheathing direcly applied. SOT CHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jl(s): 10 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-sewnd gust) Vasd-124mph; TCDL=5.0psf; BCDL=3.Opsf; h=15ft; 8=35ft; L=23ft; eave=41t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed: end vertical left and right exposed; Lumber DOL-1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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.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 chard and any other members. 6) Bearing at Joint(s) 2, 6 Considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should veiny Capacity of bearing surface. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 2=522,6=522. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) Is always required. Thomas A. Albani PE No.30360 MiT4k USA, Inc FL Cart 6634 6004 Parke East Blvd. Tampa FL 33610 Date: March 7,2019 ®WARNING - gwirydasigh perzm.tms andREAD NOTES ON MS AND INCLUDED"TEK REFERENCE PAGE OP7472 rev. 10mMpOISBEFORE USE Design wild for use ony with Mnek®connedors. Thin design Is based only upon parameters shown, and Is fat en Instinctual binding compownL nd ��- a Was system. Before use. the building designer must way Me epproabWy of design parameters and properly Incorporate as design Intolhe overall boldingdeslgn. Bracing lndlcded Is to prevent buckW,gat'mtons eb web and/or chord members any. Addttional tempomryeM partnenem bradng MOW Is always required for stabliey and to prevent ro6epse with possible personal injury and property damage. Fcrgenerd guidance regarding we fabroauon,sti,hx.,deliveryry eredn,n and trading ofWsses and truss sydems, He ANSUTPI1 Duality Cmeda, DS849 end Goal Building Component 6904 Parke East Blvd.S001y Inyarmatlon available "in Truss Plan, Institute, 218 N. Lee Street, Suite 312, Alexandra, VA22314. Temps. FL 36610 Job • Truss Truss Type City Ply J37481-Dave Golden Homes-Osleen Res. T16464961 J37481 A04 ATTIC 2 1 Jab Reference (national) a Ist Tnlss, FL Pierce, FL 34946 8.220 a Nov 16 2018 MITek Industries, Inc Thu Mar 710:35:22 2019 Page 1 ID:xreYy52nYkgwZtUO6FugOzdMOC.wEeOp6PuyFJIyOGzDy8JOKIHR7RP80_ljJPOD0dL7t 13�0.13 -1.4-0 ]-2d &T-3 1ff1112-T-0 1SS-12 224V-0 i 2aPo ' ado Ts< z+u o-s1 1-a.o too asii z+1s T-z-4 1+0 Scale = 1:42.4 44 4x4 = 3xBMiBSHS = 1.4 II 4x4 = i$ Plate Offsets(X,Y)- 12:0-1.12,EdgeIj8:0-1-12,Ed9ej LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (roc) gdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.46 10-12 >589 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) .0.8110-12 >335 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Ina YES WB 0.73 Horz(CT) 0.03 8 We n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Attic -0.27 10-12 364 360 Weight: 92 lb FT=0% LUMBER - TOP CHORD 2x4 SP 270OF 2.2E BOT CHORD 2x4 SP 270OF 2.2E WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1145/0-8-0, 8=1145/0-8-0 Max Horz 2=231(LC 7) Max Uplift 2--398(LC 8), 8=398(LC 8) Max Grav, 2=1267(LC 14), 8=1267(LC 15) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-6 with 2x4 SP No.3 with 2 -10d (0.131")3') nails and Grass brace spacing of 16-0-0 oc. FORCES. (Ib)- Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=2042/341, 34=1661/385, 4-5-393/1136, 5-6=393/1137, 6-7=1661/385, 7.8-20421341 BOTCHORD 2.12=-122/1759,10-12=-122/1759, 8-10=-122/1759 WEBS 7-10=0/526, 3-12=0/526,4-13=-2990/920, 6-13-29901920 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf, h=15ft; B=351C L=23ft; eave=411; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 150.0111 AC unit load placed on the top chord, 114-0 from left end, supported at two points, 3-0-0 apart. 4) All plates are MT20 plates unless otherwise Indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) - This truss has been designed for a live load of 20.Dpsf 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) Coiling dead load (5.0 psf) on member(s). 3-4, 6-7. 4.13, 6-13 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 del) applied only to room. 10-12 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=1b) 2=398,8=398. 11) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Warning: Additional permanent and stability branding for truss system (not part of this component design) is always required. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A. Albert PE 11093011 MiTak USA, Inc FL Can 6634 0904 Parke East BNd, Tampa FL 33610 Data: March 7,2019 ®WARNING-V,xlydedgn paamelere and READ NOTES ON THIS AND INCLUDEOAVIEx REFERENCE PAGE MI47473 mv. 10MV2015 BEFORE USE Design valid for use only whb Mili demanders. This design le based only upon parameters shown, and Is for an Individual building component, net a Was syatem. Before use, the bull4ing deslpner must vedy the eppGralosy of design parameters and papedy Nwrperdle this design Into the overall building doogn. Bracing lndldated Is to wVw d bucking of Inc, dual Wss web andfor chord members any. Additional temporary and permanent bradng MiTek' Is always required for stability and to prevent "apse with poealble personal injury and prepety damage. For general guidance regarding NG fabdcatil dodge, delivery. eadlon and bradIg of tresses and good Systems. sae ANSM11 Quality CMend,DSB-99 and Best Building Component 6904 Parke East BNd. Soleylnlemeticn avails l9 from Truss Plate Institute. 218 N. Lee Ended. Suite 312, Amoroso, VAM14. Tampa, FL M10 Job ' Truss Truss Type Cry Ply J374B7-Deus Golden Homes-Osteen Res, T16454962 J37481 A05 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Mar 7 10:36:22 2019 Page 1 ID:xmYyS2nYkgmZtU08FugOzdMOC-wEeOp6PuyFJIyOGzDyBJOKIM27RkSUgliJPODtzdL7t 13. 13 1.4.0 A23 67-3 1 1. 110 12-70 65-12 122-e-0 zaao i 1.a0 I 7.2-4 2+16 o!.4 s10 1-ao tso W&IS 2d16 7-24 M Scale-1:43.3 4x8 = Sae = i$ 4x4 = 3x8M18SHS = 1x4 11- 10 1x4 II 7-2-4 13-7-e I 1f�S12 I 22-e-0 7.21 6-s-4 1-10-0 7-2-1 Pilate Offsets (X,Y)- [2:0-2-0,0-1-121, [8:0-2.0,0.1-121 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. In (too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.43 13-17 >375 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 Be 0.66 Vert(CT) -0.6413-17 >251 180 M18SHS 244/190 BCLL 00 ' Rep Stress Ina YES WB 0.46 Horz(CT) 0.03 18 n/a n/a BCDL 10.0 Cade FBC2017/TPI2014 Matrix -AS Attic -0.30 11-13 503 360 Welght: 921b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP 270OF 2.2E TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP 270OF 2.2E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. All bearings 9-4-0 except (jt=length) 2=0.8.0, 11=0.3-8. (lb) - Max Hom 2=231(LC 7) Max Uplift All uplift 100 Ill or less at joints) 11 except 2=348(LC 8), 10=-322(LC 14), 8=298(LC 8) Max Grav All reactions 2501b or less atjoints) except 2=1072(LC 14). 10=310(LC 7), 8=896(LC 14). 11=733(LC 14), 8=880(LC 1) FORCES. (lb) -Max. COmp./Max. Ten. -All forces 250(I1a) or less except when shown. TOP CHORD 2-3=-1437/195, 3-4=-1208/258, 4-5=281f767, 5-6=-2611691, 6-7-1284/278, 7-8=-1519/186 BOT CHORD 2-13=011325, 11.13=0/1325, 10.11=0/1325, 8.10=011325 WEBS 7-10=-2441259, 3-13=01264, 4-14=2073/649, 614=20731649 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=160mph (3-second gust) Vasd=124mph; TCDL=5,Opsf; BCDL=3.Opsf, h=15ft; B=35ft; L=23ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 150.O1b AC unit load placed on the top chord, 111-4-0 from left end, supported at two points, 3.0-0 apart. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about Its center. 6) This truss has been designed for a 10.0 pat bottom chord live load nonconwmenl 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) Ceiling dead load (5.0 pet) on member(s). 3-4, 6-7, 4-14, 6-14 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13. 10-11 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at joints) 11 except (It=1b) 2=348,10=322,8=298,8=298. 11) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 12) Wareing: Additional permanent and stability bracing for truss system (not part of this component design)is always required. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A Albanl PE No.30360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 7,2019 ®WARNING-Vo4/y Easlgnparamelers andREAD NOTES ON THIS ANDINCLUDED ANTEK REFERENCEPAGEtA1-7473rov. 10.MV2015 BEFORE USE saaass �� Design valid for use ony with MBekae characters. This design is based only upon parameters shown, and is loran IndMdual building component, net ® a lass system. Before use, the building dealgbllity nermust witty the applioa4fde3lgn parameters and propedy Incorporate this design lntothe averall �->/'YY �1f✓r� buildingdeslgn. Bracing Indicated Isla prowntburkMg of N4Mdualtmnwebandhorchonlmembere only. Additional temparary and permanent bracing MiTek- le always required for stablldy and to pennant =noose s lh passible personal Injury and property damage. For general guldens regarding the lebdwaon, atomgge, deliveryry erectionand bredng of tresses and Mae systems, see ANSUIPlf Quality Corona, DSB49 antl SCSI Building Component Social Park. East BNd. Safety information Smile horn Trues Plate lnuffi e,218 N. Lee Street. Suite 31Z Alexandra, VA 22314. Tampa, FL 36610 Job • Truss Truss Type Qty ply J37481-Dave Golden Homes-Osteen Res. T16454963 J37481 A06G Hip Glider 1 1 Job Reference o Clonal East Coast Truss, FL Pierce, FL 34946 8.220 s Nov 16 2018 MITek Industries, Inc. Thu Mar 7 10:36:24 2019 Scale=1:47.1 4x4 = 3x4 = 3x4 = 6x10 = 44 = 6x10 = 3x4 = 3x4 = 0 3-8-0 1 125-0-&eD I 20.278000 20.2r-D70.a0 41-0 Plate Offsets(X,1')— [4:0-4-1,0.1.151 [8:0-4-0,0-2-01 [11:D-0-10-1-15] ry6:0-5-OOd-8j [18:0-5-00.4-8) LOADING (par) SPACING- 2.0.0 CSf. DEFL. In (loc) BdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Ven(LL) 0.05 15-23 -999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.07 19-21 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.53 Hom(CT) 0.01 16 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1701b FT=O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 6-18,10-16:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Ir ize) 2=801/0-8-0, 16=2706/0-8-0, 13=203/0-3-8 Max Harz 2=-233(LC 6) Max Uplift 2=-478(LC 8), 16=1917(LC 8), 13=-447(LC 25) Max Grev 2=827(LC 17), 16=2706(LC 1). 13=241(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-5 oc purlms. BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. JOINTS 1 Bruce at Jt(s):8 FORCES. (lb)-Max.Camp./Max. Ten. -All forces 250(Ib) or less except when shaven. TOP CHORD 2-3=-13277711, 3-4=1097/582, 4-6=711/5D3, 6-8=-731/521, 8-10=-336/674, 10-11=-268/586, 11-12=-77/478, 12-13=-202/411 BOT CHORD 249=567/1303, 18-19=-545/990, 16-18-233/428, 15.16=-394/316, 13-15=294/142 WEBS 3-19-2981228, 4-19=262/613, 4-18=544/332, 8-18-569/1042, 8-16-15191948. 10-16=-320/295, 11-16=-947/857, 11-15=7121618, 12-15=-281/272, 7-8=432/322, 9-10=350/311 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=5.Opsf, BCDL-3.Opsf; h=15ft; 8=35ft; L=23ft; eave=411; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (direcgonap; Cantilever left and right exposed; end vertical left and right exposed; porch right exposed; Lumber DOL-1,60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending, 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 per bottom chord live load nonconwrtent with any other live loads. 6) - This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at Joint(s) except 0=11b) 2=478.16=1917,13=447. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 3231b down and 372 Its up at 7-0-0, 1801b down and 2001b up at 9-0.12, end 360Ib down and 3671b up at 11-4.0, and 1801h down and 200.I1bup at. 13.7-0 on top chord, and 3721b down and 2301b up at 7-0-0, 8316 down and 24 Ib up at 9-0-12, 83 Ib down and 24 Ib up at 11.0-12, and 83 Ib down and 2411dup al 11-7.4, and 485 Ib dawn and 4491b up al 15-7.4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Thomas A Alban[ PE No.39380 Ill USA, Inc. FL Cart 86M 9904 Parke East Blvd. Tampa FL 33810 Date: March 7,2019 ®WARNING.Vedlyd.e,DA laelule and READNOTEa ON THISANDINCLUDEDMITEK REFERENCE PAGE 4VF7473 rvV. 10,VV2015BEFOREOSE Design valid Poland ony Wnb Unclad connectors. This design Is based only upon parameters shown. and Is for an Inalvldual building component, not a truss system. Before use. the building dongner must vary the applicability otdoega parameters and propeM meandered. Ihms design under. avarall beldingdosign. Bracing Indicated Is to prevent buckling 0 individual truss web and/or Chord members only. Add Janad temporary and permared bracing MITOW Is alwaysrequired for stabllny and to prevent collapse with passible personal injury and propeM damage. For general guidance regarding the fabrication, aoree, delve eredlan and braeing onneaaes and truss systems. a.. ANSnAl Duality Canada, DSB49 and SCSI Building Component 6904 Parke East Bind. SBray/nformagen avanee le from Trass Plata InanNe, 218 N. Lee SVeed, Bulls 312, Nexandda, VA 22314. Tampa, FL 36610 Job • Truss Truss Type Oty Ply J37481-Dave Golden Homes-Osteen Res. T16g54963 J37481 AO6G Hip Girder 1 1 Job Reference (optional) east GO6st lmss. M. Plane, FL U945 8,220 s Nov 162018 MTek Industries, Inc. Thu Mar 7 10:35:25 2019 Page 2 ID:zreYy52nYkgrvZtU06FugOzdMOC-LpKNJ57RmFAhbgRYu4il ezvvxlC%OLgmTPGdhgCzdL7q • LOAD CASE(5) Standard 1) Dead + Roof Live (balancol Lumber Increase cl.25, Plata Increase=1.25 Uniform Loads (plp Vert: 1-4-60, 4-7=60, 7-11-60, 11-14=60, 2-13-20 Concentrated Loads (lb) Vert: 7=-256(B) 17=124(1!1) 19=-372(B) 18=-62(B) 15-485(B) 5=128(B) 9=128(1!1) 24-183(B) ®WARNING -V rfyydeslpn pe(anrefaa and READ NOTES ON MIS AND INCLUDEDMITEK REFERENCE PAGF MIL7473 rvv. 10.mL2015aEFORE USE ' Design valld for use onywtlh MITek®conn cters. Thle design is based off upon pammetem sham, and le for an IndMdual builNng component, not Sousa yatim. Before .,..the bullong deslgnarmustvem Ale epplipublry,of design parameters and pmpeMincorporale MIS design Suess overall bulldingdesign. Bracing indicated Is to prevent buckling of lSo Mdual truss web Sopron chord members any. Mcdonaltemporaryandpermaneslbracin9 WO_ Is always required for stabll'M and to prevent Collapse with possible personal injury and property damage. For general sulpance regarding to fabdcason, storage, degne erection and bracing oftrusses and Was systems, sae ANMnTI1 Duality Cdbds, DSB49 end SCSI Building Component 6604 Parks East Blvd. Se7ary/nh7mation amilee Is horn Truss Mee Ins(gute, 218 N. Lee about, Sups 312, Alexandria, VA 22314. Tampa, FL 36510 Job w TN99 Truss Type ply ply J37481-Dave Golden Homes-Osteen Res. T76454964 J37481 AD7G Hip Girder 1 1 Jab Reference o lional East Coast Truss, Ft. Pierce, FL 34946 am R37 8,220 a Nov 16 2018 MTek Indust ID:xreYy52nYkgmZtUO6FugOzdMOC-p7uvrTS000pl TtH&3-0 I 13- 12 17-M 41-e 43.4 4x8 1.4 II 3x4 = Ads = 3 14 15 4 16 17 5 19 19 6 13 20 12 21 11 22 10 23 B 3x4 = Irk. Thu Mar 7 10.36:26 2019 Scale-1:41.3 Plate Offsets (%,Y)-- 13:0-5-4,0-2-01 (6:0-5-0 0-2-01 LOADING last) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 WALL) .0.02 2-13 ,999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.04 2.13 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.12 Horz(CT) 0.00 7 We Na BCDL 10.0 Code FBC201777PI2014 Matrix-S Weight: 107 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 Co bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 22-8-0 except (jt=length) 7=0-3-8, 7=0-3-8. (Ib) - Max Horz 2=116(LC 7) Max Uplift All uplift 100 to or less atjoint(s) except 2=226(LC 8). 13=-565(LC 5), 12=702(LC 8), 10>596(LC 5). 9=-568(LC 4). 7=251(LC 8) Max Glav All reactions 250 Ib or less at joint(s) except 2=282(LC 17), 13=634(LC 17), 12=689(LC 18). 10=610(LC 17), 9=631(LC 1B), 7=3D1(LC 30), 7=298(LC 1) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(I1a) or less except when shown. WEBS 3-13=-315/234, 4-12=446/407, 5-10=-415/371, 6-9=317/237 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wlnd; ABC 7.10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF BCDL=3.Opsf, hot Sit; B=35ft; L-23ft; eave=4ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL-1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water pending, 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord five load nonconcunent with any other five 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 beading plate capable of withstanding 226 lb uplift at joint 2, 665 lb uplift at joint 13, 702 It, uplift at joint 12, 596 Ill uplift at joint 10, 568 Ib uplift at joint 9 and 251 Ib uplift at joint 7. 8) Hanger(s) or other Connection devices) shall be provided sufficient to support concentrated load(s) 168 Ito down and 263111 up at 6-0-0. 121 It, down and 146 Ib up at 7-0-12, 121 Ib down and 146 to up at 9-0.12, 121 lb down and 146 It, up at 10-4-12, 121 Ib down and 146111 up at 12-3-4, 121 Ib down and 146 lb up at 13-7-4, and 121 Ib down and 146 Ito up at 15-7-4, and 168 lb down and 2631b up at 17-8-0 on top chord, and 18516 down and 342111 up at 6-0-0. 48 lb down and 971b up at 7-0-12, 481b down and 971b up at 9-0-12. 48 It, down and 97 Its up at 104-12, 48 Ib dawn and 97 Ito up at 12-3-4, 48 Ill down and 97 lb up at 13-7-4, and 48 Ito down and 97 lb up at 15-7-4, and 1851b down and 342 Ib up at 17-7-4 on bottom chord. The desigrdselectlon of such Connection device(s) Is the responsibility of others. 9) Waning: Additional permanent and stability bracing for truss system (not part of this component design) Is. always. required. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Thomas A. Albani PE No.39360 Ili USA, Inc. FL Cod 6634 6004 Parka East Blvd, Tampa FL 33610 Data: March 7,2019 WARNING -VedydwWA par.I. antl READ NOTES ON THIS AND INCLUDED Al K REFERENCE PAGE NP7479 ray. 1"W20f5 BEFORE USE �e Design valid toy use any with MnekA correctore. This design Is based only upon parameters shown, and b (Wan Individual balding component, not pgpa4�- abasssystem, Before use, the building designer must very me applIcablady of assign parameters and pmpedyewrpomte Nis design Into the owrell bulldingdesign. BmcingindlwtedletopreventWWngof NdlNduat Vusswebandlor NoNmemb000y. PAddoneltemporaryand"nomembract, WOW Is always required for Mobility and to prevent real with possible personal injury and pmpeay damage. For general guidance regarding rue fabrication, atomge, derrrerr// call and bradng cleanness and wee systems. sea ANSpIPIf Dually Claude, OSBl and SCSI Building Component Sereylnformmlon evagebla(mm Trvae Plate lnaNNa, 21a N. Lee slrem. Suite 312, Alaxendtla, VA 2T314. 6904 Porxa East Blvd Temps, FL MID Job • Truss Truss Type 0ty Ply J37481-Dave Golden Homes-Osteen Res. T16454964 J37481 A07G Hip Girder 1 1 Job Reference o Lionel Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries. Inc. Thu Mar 7 10:36:26 2019 Page 2 ID:xreYy52nYkgwZlUD6FugGzdMOC-p7uvfTSOOUp5R7ZkSoOGOAT5UW14OSdmNEMfzdL7p LOAD CASE(S) Standard Uniform Loads (pip Vert: 1-3=60, 3-6=60, 6-8=60, 2-7=20 Concentrated Loads (lb) Vert: 3=72(F) 6=-72(F) 13=185(1a) 12=-39(F) 4=-67(F) 5=-67(F) 10=-39(F) 9=165(F) 15=67(11c) 16=67(F) 17=-67(F) 18=-67(F) 20=39(F) 21=39(1a) 22=39(F) 23=-39(F) ®WARNING- Vedlydosipn 1Iamomrs antl READ NOTES ON MIS AND INCLUDED ANTEK REFERENCE PAGEMI-7473n,, 10MV2015 BEFORE USE Design valid for use only wM Mrak® connector:. This design Is based only upon bannisters shown, and Is for an IrMMduat bullding component, no �� a mass system. Before use, the building designer must verlt/ the appllcabll��-��•YYYlty of design parameters end properly Incorporate m]s design lnothe overall Whore design. among Indicated is to pnv9Mckd bung of lndMdual Was web andlor chord members any. Additional temporary and permanent bracing M OIC Is Mays required for stability and to prevent collapse wiP possible personal Injury and property damage.. For goners] guidance regarding foe fabtica00n, storage, deMaryry, section and bracing oftNSSBs and Wes systems, sea ANSNF/10ualty Crrfedo, DSB49 and SCSI Building Component 6904 Parka East BM. Salatylntormafloa avallab]s (mat Tmss Piste ]nstftVa, 210 N. Lee Street, Sulu 312, Alexandria, VA 2 314. Tampa, FL Seat Job L Truss Truss Typo Oty Ply J37481-Dave Golden Homes-Osteen Res. T18454965 J37481 Zc l Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Plerce, FL 34946 8.220 s Nov 16 2018 MTek Industries, Inc. Thu Mar 7 10:36:27 2019 Seats =1:7.6 LOADING (psl) SPACING- 2-0-0 CSI. DEFL. In (roc) Udeg L/d PLATES GRIP TCLL 20.0 Plata Grip DOL 1.25 TO 0.21 Vert(LL) 0.00 5 >999 240 MT20 2441190 TOOL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 too BCLL 0.0 ' Rep Stress ]nor YES WB 0.00 Hoa(CT) 0.00 4 We n/a BCDL 10.0 Code FBC2D177TPI2014 Matrix -MP Weight: 5lto FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 0-11-4 0o purling. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. REACTIONS. (Ito/size) 3=-0/Mechanica1, 2=175/0-e-0, 4=17/Mechanical Max Hom 2=79(LC 8) Max Uplift 3=-4(LC 1). 2=193(LC 8), 4=17(1-C 1) Max Grant 3=20(LC 8), 2=175(LC 1), 4=42(LC 8) FORCES. (Ib)-Max. Comp./Max. Ten. - All forms 250 lb) or less except when shown. NOTES- 1) Wnd: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf; h=15ft; B=35ft; L=2311; eave=4ft; Cat. II; Exp C; End , GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL-1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunant with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4lb uplift at joint 3, 193 lb uplift at joint 2 and 17 lb uplift at joint 4. 8) Waning: Additional permanent and stability bracing for truss system (not part of this component design) Is always required, Thomas A. Alban! PE No.39300 MTak USA, Ina FL Cart BBM 4904 Parke East Blvd. Tampa FL 33010 Date: March 7,2019 ®WARNING-Vodry tleslDnparameten and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MIF7173 rev. 10.132015 BEFORE USE Design vedlforumonlywhin MRek®connedors.1thisdesign Is b85ed onlj VpOn paramaleA shown, and Is Nean IndlV .W bushing comparaM net a Wss System. assets use, the building designer must V.Fvyme appllfdelfny of design parameter$ and properly moorpords this design Inlothe c.ml buldingdesign. Bracing Indicated Is to proven bucking of mg Mdual truss web and/or choW members only. A✓ldional temporary and pmmmem bracNg MiTek' Is always required fer atebllity and to ptsvem Collapse well possible personal lnlury and property damage. Forgeneralguidgueregarding No febrWim, stomgge, dgN.%ry, antO n andbladng ortrum.,and Waa syliems, he9 ANSM11 Quality Cdoda, DSB49 and SCSI Building Component Seferylnfa urn from Truss Pld$ Iherthm, 218 N. Lee Sheet, Bull. 312, Alexandria, VA22314, 69p4 Parke East BW. m evaliab1. Tempe, FL 36610 Job Truss Truss Type Oty Ply J37481-Dave Golden Homes-Osteen Res. T76454966 J37481 ZCJ1A Jack -Open 6 1 Job Reference(optional) Truss, Ft. Plana, FL 34M 8,220 s Nov 162018 MiTek Industries, Inc. Thu Mar 710:36:28 2019 Page 1 ID:xreYy52nYkgmZtUO6FugOzdMOC-IOOf49Uex53AhJj7ZCFkGbYS30enYJwSEsLR%zdL7n -1-0-0 0-114 1-0 0-114 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ltd TCLL 20.0 Plate Grip DOL 1.25 TO 0.21 Vert(LL) 0.00 5 ,999 240 TCDL 10.0 Lumber DOL 1.25 SC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Ina YES VJB 0.00 Horz(CT) 0.00 4 n/a rda BCOL 10.0 Code FBC2017rTP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD SOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 3=4/Mechanlcal, 4=17/Mechaniwl, 2=175/0.3-8 Max HOrz 2=79(LC 8) Max Uplift 3=6(LC 5), 4=24(LC 13), 2=211(LC 8) Max Grav 3-15(LC 8), 4=30(LC 8), 2=175(LC 1) FORCES. (Ib)-Max. Comp./Max. Ten. -All forms 250(I1d) or less except when shown. b PLATES GRIP MT20 244/190 Weight: 51b FT = 0 Structural wood sheathing directly applied or 0-11-4 oD purling. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu0=160mph (3-second gust) Vesd=124mph; TCDL=5.Opsf; BCDL=3.Opsf h=15ft; B=35ft; L-23ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; parch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked fora plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 per bottom chord live load nonconcumenl with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. - 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at Joint 3, 24lb uplift at Jaunt 4 and 211 It, uplift at Joint 2. 6) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required, Scale= 1:7.6 Thomas A. Alban) PE Nc.39380 MiTek USA, Inc. FL Cart 6634 6804 Parke East Blvd. Tampa FL 33610 Data: March 7,2019 ®WARNING-Vonrp design neddioras and READ NOTES ON THIS AND INCLUDED MTER REFERENCE PAGE M 7473 rov. I0.n9/2ate BEFORE USE Design villa for use nativism MRek® come nlord. This design b based only upon paremmem shone, and Is for an IndnIdual building component, n d ��• a trues system. Before use, the Wall designer must verily the applicabllly of design parameters and properly decoding, this design Into me event ��-��•YYY bUlding dealer. Bracing Indicated Is to prevent buckling of Individual Was web andlor chard members any. Methanol femininity and permanent brical MiTek' Is ehvays re4ubedfor mablllry and to prevent mllapee with possible personal injury and property damage. For general guidance regarding he fabrication, storage, deNreryry inde lien and lending allrussea and truss ss queers. Dee ANSWPII dCi tteda, DS849 antl WSJ Building Comnent po BeliefPalle East BMW. Selory/n ndustAn avaWble final Plata Mathdo, 21a N. Lee Basin Euaa 312. Nexandda, VA22314. Tampa, FL 316610 Job 6 Truss Truss Type Oty Ply J37461-Dave Golden Homes-Osteen Res. T16454967 J37481 ZCJ3 Jack -Open 2 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 162016111 Industries, Inc. Thu Mar 7 10:36:28 2019 Page 1 Scala-1:12.7 2-114 LOADING (psf) SPACING. 2-0-0 CST. DEFL. In (lac) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.21 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TOOL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4.7 S99 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 3 Na n1a BCOL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 121b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purling. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid wiling directly applied or 10-0.0 0o bracing. REACTIONS. (ha/size) 3=65/Mechanical, 2=21410-8-0, 4=31/Mechanical Max Hom 2=132(LC 8) Max Uplift 3=.52(LC 8). 2=158(LC 8) Max Grev 3=74(LC 13). 2=214(LC 1).4=50(LC 3) FORCES. (Ib)-Max. CompJMax.Ten.-Allforces 250(lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Ops1; BCDL=3.Opsf; h=15ft; B=35ft; L=23ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL-1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its writer. 4) This truss has been designed for a 10.0 pat bottom chord live load nonwncunent with any other live loads. 5) • 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. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 52 lb uplift at joint 3 and 158 lb uplift at Joint 2. 8) Wading: Additional permanent and stability bmcing for truss system (not part of this component design) is always required. Thomas A Albani PE No.39360 MITek USA, Inc FL Cort 6634 6904 Parke East Blvd, Tampa FL 33610 Date: March 7,2019 ®wARMNa - vonlydaugnpnamarws and READ NOTES ON MIS AND INCLUDEDAYFER REFERENCE PAGE NA7473 aay. 10MV2015 BEFORE USE Design vend Mr use onNwlm MOM vernedOR.TNe design Is based Only Open parameters shows, and le loran Indvduel building component, net ��• a truss system. Before me, me buildingdesigner mug vary the appgcebllily, of design parameters and propedyhooyeefe this design into Me Overall bdidingdesi9r. Bracing Indicated is to buckling of hdMtlual truss web endlor Ume members only. AOd6lonal temporary and Musamm brace, -•Y MITek' prevent Ib always required for stability and to proved collapse with possible personal hjury antl Property damage. For general guidance regarding he fabdcatien,storage, deheryry Seguin and breGn, of Wsaee and bull Vatame, See ANSM11 Dually Creeds, DSB49 and BOSI Building ComponnR lOn..hebla from True Plate insdNe,218 N Lea Shed, Su6e3IZAlexandra,VA22314. 6904 Parke East Blvd.Selayinfam Tampa, FL 36610 Job I Truss Tmss Type Oty Ply Golden Homes-Osteen Res. T1ti454968 J37481 ZCJ3A Jack -Open 4 �J37481-Dave 1 Job Reference (optional rL rlerce, rL aAVob b.uus Nov Tbxuld muextrwusmes, me inumar rlu:ae:zezuiv Scale =1:12.7 a2-r 2.94 LOADING (psf) SPACING- 2-0-0 CSI, DEFL. In floc) Mail L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Cade FBC2017rTP12014 Matra -MP Weight: 12 lb FT-0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2.11-4 oe purling. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 cc bracing. REACTIONS. fits/size) 3=65/Mechanica1, 4=31/Mechanical, 2=214/0.3-8 Max Horz 2=132(LC 8) Max Uplift 3=61(LC 3), 4=46(LC 5), 2-213(LC 8) Max Gmv 3=66(LC 13), 4=50(LC 3), 2=214(LC 1) FORCES. (Ib) -Max, Comp./Max. Ten. -All farces 250 (Its) or less except when shown. NOTES. 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=5,Opsf; BCDL=3.Opsf h=15ft; B=35ft; L=23ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL-1.60 plate grip DOL-1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of the fabricator to Increase plate sizes to account for those factors. 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed for a 10.0 Pat bottom chard live load nonconcufrent 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 3-8-D tall by 2.0.0 wide will 0l 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 61 Its uplift at joint 3, 46 lb uplift at joint 4 and 213 Its uplift at joint 2. 8) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) Is always required. Thomas A. Albani PE No.38330 MITak USA, Inc FL Cert 6034 6804 Parke East Bind. Tampa FL 33810 Data: March 7,2019 AWARNING -Vonly Jealmemammorma and REAONOTES ON MIS AND INCLUDED MHERREFERENCE PAGE MI474731 10.DL20159EFORE USE De.lan vale forces only wfth Mirelc oommadan. This design is based any upon p rramdme shown, and le for an Indmdual bullring Component, not a true. syMom. Before use, the bullding dsslgnermust vedy me appliwbllly of design parameters and properly Nooryoreto Nls design into me owmll bulidingdeeign.B..Mg indicated is to prevent buckling of indhAdual Wae web anWordoW members only. Addalonal temporary and permanent bracing MiTek' b always required ror se buy antl to prewnl coaapa. wM passible personal Injury and property damage. For general guidance regrading Ne fabdodon, Storage. Wive%ry. r.dbn andbradng oftmsses and Voss systems. sae ANSr NIOuallty CMd.,DSBA9.nd BCSISaflding C.mpanerrt Smorybmn rmorloavelleble ham Truss Plate Indede, 218 N. Lee O.M, S.M1.312, Mexandd., VA 22314. 6904 Parke East BIM. Tampa. FL 36610 Job 6 Truss Truss Type Oty Ply J37481-Dave Golden Homes-Osteen Res. T76454%9 J37487 ZCJ5 Jack -Open 2 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 2n4 = 8.220 a Nov 16 2016 MITek Industries, Inc. Thu Mar 7 10:36:30 2019 Scale=1:17.6 4.11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) idell Lrd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TO 0.47 Ven(LL) 0.03 47 499 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 VemCT) -0.05 47 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hom(CT) .0,00 3 n/a We BCOL 10.0 Code FBC2017rTP12014 MatrIX-AS Weight: 181b FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=126/Mechanical, 2=286/0-e-0, 4=58/Mechanloal Max Mom 2=185(LC 8) Max Uplift 3=107(LC 8), 2=170(LC 8), 4=2(LC 8) Max Grav 3=140(LC 13), 2=286(LC 1), 4=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Ops1; BCD1_=3.Opsf h=15ft; B=35ft; L=23ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors, 3) Plates checked fora plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconwrtenl 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-D 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 107 lb uplift at joint 3, 170 Ib uplift at Joint 2 and 21b uplift at Joint 4. 8) This truss design requires that a minimum of 7/16" structure[ wood sheathing be applied directly to the top chord and i/Z' gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. Thomas A. Alban] PE No.39300 MITek U9A, Ina FL Ceft 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 7,2019 ®WARMNO- Vudl1do010A1aTemeVvs and READ NOTES ON MS AND INCLUDED MITEN REFERENCE PAGE MIN473 rov. 10.m212015 BEFORE USE Design valid for use only el MITak®conneators. Tbis deslgn Is based only upon parameters shown, and is for an Individual building component, not �- aWessystem. Before use, the building designer mustveriryme appllcabliy of deslgn parameters and properly incorporate Nis design Into Me overall baldingdoalga. Bracing Indicated is to prevent building of Individual Was web andlaraom members only. McAlonai temporary end pamlanent becing Welk' Is Always required for stablgy and to prevent conapse wah possibleparsonal ulury end propeny damage. Forganeml guidance regaNing Ne fabdrstion, Storage, delivery erection And bridng MWsses and Was"AnB.sae ANSIRPI1 Casualty Canada, OSB419 end Best BVIIdIRg Component 6904 Parke East Blvd. SeM1rytNofmMlon milae ie from Truss Plata trettlure.2la N. Lee Steel, Saute 312 Alexandria, VA22314. Tampa, FL 36610 JOD Truss Tfuss Type Oty ply J374B7-Dave Goltlen Homes-Osteen Ras. T16454970 J37481 ZEJ3 Jack -Open 2 t Jos Relerence (cplionall Truss, Ft. pierce, FL 34946 8.220 s Nov 16 2018 MTek Industries, Ina Thu Mar 710:36:30 2019 Scale-1:12.8 0-2.0 2-100 LOADING (psi) SPACING- 2-0-0 Cat. DEFL. in (foe) Vdeg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Ven(LL) 0.01 4-7 -999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 SC 0.12 Vert(CT) -0.01 4-7 >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 MatrM-MP Weight: 121b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0.0 act purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=6711.1echanical, 4=32/Mechanicel, 2=216/0-3-8 Max Hom 2-133(LC 8) Max Uplift 3=63(LC 8), 4=-47(LC 5), 2=215(LC 8) Max Grav 3=68(LC 13), 4=51(LC 3), 2=216(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-sewnd gust) Vasd-124mph; TCDL=S.OpsF BCDL=3.Opsf; h=15ft; B=35ft; L=23111; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; parch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to Provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of the fabricator to increase plate sizes to account for mesa factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent 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 240 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 63 lb uplift at joint 3, 47 lb uplift at joint 4 and 215 lb uplift at joint 2. 6) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. Thomas A. Albani PE No.39380 MTTek USA, Ine, FL Cod 6634 6904 Parke East Blvd. Tampa FL 3301D Data: March 7,2019 ® WARNING- Vw hrifsa 9n pzlamstms andREAD NOTES ON THIS AND INCLUDEDANTEK REFERENCE PAGE OP74r] rw,10TVZOM BEFORE USE Design valid for use only with MTek® connectors. This deslgn is based Dory upon parameters shown, and Is for an Individual building component, flat ��- alm3sSystem. Before use, the building designer must Verily me applimblly of design parameters and properly reoperate this design Into the dwell buidingdesign. among Indicated is to prawnt bucking oflndMdual thus web andlar add members only. Additionaltemporeryandperna urt room, _ Wek Is always required for slabighly and to prevent Collapse win passible personal Injury and property damage. For general guidance regaMlngthe lebdamlon, storage.delivery, ereGian and baling of lmssee and Wss systems, see ANS1`TPI1 Quality Credits, DSBd9 and Best Building Component 6914 Padre East Blvd. Somlylnrormmiun swilabbfrom Truss PIMelnridWO,P18N.LeSMM,Sule312,Alaaandde,VA22314. Tampa, FL Santa Job Tluse Truss Type Dry Ply J37481-Dave Golden Homes-Osteen Res. T16454971 J37481 ZEJS Jack -Open 8 1 Job Reference (optional) East Coast Truss, FL PIence, FL 34946 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 TCDL 10.0 Lumber DOL 1.25 BC 0.40 BCLL 0.0 ' Rep Stress Ina YES WB O.OD BCDL 10.0 Code FBC2017ITP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOTCHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=127/Mechaniw1, 4=59/Mechanical, 2=288/0.341 Max Horz 2=187(LC 8) Max Uplift 3=124(LC 8), 4=82(LC 8), 2=-266(LC 8) Max Grav 3=130(LC 13), 4=88(LC 3), 2=288(LC 1) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250(I1a) or less except when shown. 8.220 s Nov 16 2018 MTek Industries, Inc. Thu Mar 7 10:36:31 2019 DEFL. in (loc) Vast L/a Vert(LL) 0.08 4.7 >770 240 Vert(CT) 0.06 4-7 >918 180 Horz(CT) -0.00 3 n/a nla Scala-1:17.8 PLATES GRIP MT20 2441190 Weight: 16 Ib FT=0% BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied, NOTES- 1) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst BCDL=3.OpsF, h=15ft; B=35ft; L=23ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; M WFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about *its center. 4) This truss has been designed for a 10.0 pat bottom chard live load nonconcumenl 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 tell 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 1241la uplift at joint 3, 821b uplift at joint 4 and 266 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) Is always required. Thomas A. Aibenl PE No.39300 MITek USA, Ina FL Can 66M C904 Parke East Blvd. Tampa FL 33010 Date: March 7,2019 ® WARNING -Vedlytle pnpnme( antlREADNOTESONMSAND INCLUDED MITEKREFERENCE PAGE aeFi4rdmv.I&MOSSEFOREUSE Design vend nor use only Nth MTesd connectors. This design le based only upon parameters sheen, and in for an individual building component, nol � a MR& system. Before use, the bantling designer must vary the applikabllty of design parameters and papally Incorporate 013 design Toone overall building design. buckling a ImMdualbuss web andferchod members only. Addsonaltempoan, and pereanentbrzdng MiTek- Braoingledlaaled(.I. rwa nt is always Moubed for Entity end to prevent wfapse with possible personal IJury, and property damage. For genaml guidance mgading the fabdcaaon. storage, deliveryry erection and bracing clauses, and buss synems, wee ANSI?Pll Gueliry Cathode, DSB49 and SCSI Building Component fan Tessa Plate IMMut0. 218 N. Lee S aid, Suke 31Z Alexandria. VA MIC 6904 Pepe East given. mile a Tampa, FL 36810 Job w Truss Truss Type Qry Ply J37481-Dave Golden Homes-Osteen Res, T16454972 J37481 ZEJ7 Jack -Open 5 1 Job Reference (optional) East coast Truss, FL Pierce, FL 34946 8.220 s Nov 16 201MITek Industries, Inc. Thu Mar 710:36:32 2019 Page 1 ID:xreYy52nYkgNZtU06FugOzdMOC-d9FAwWX9bKZc9w1 uo2KgQR)2gl oGU7gVOsgYelzdL7j 4-0 74LO d-0 ~ 7-00 Scale-1:23.6 30 = Plate Offsets (X,Y)— 12:0-D-12,Edgel LOADING (pso SPACING- 2-0-0 Cat. Ii in (too) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) OAS 4-7 >623 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.22 4-7 -376 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 3 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 24111 FT-0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural woad sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=188/Mechanlcal, 2=36510-5-0, 4-82/10achanical Max Herz 2=241(LC 8) Max Uplift 3=-162(LC 6). 2=191(LC 8), 4=4(LC 8) Max Grew 3=208(LC 13), 2=365(LC 1), 4=123(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All tomes 250(lb) or less except when shown NOTES- 1) Wnd: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=3.Opsf; h=1511; B=35ft; L-2311; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed for a 10.0 loaf bottom chard live load nenconcurent with any other live loads. 5) • 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 2-0-0 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 1621b uplift at Joint 3, 191 lb uplift at joint 2 and 4lb uplift at joint 4. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. A@enl PE No.39300 MTak USA, Ino, FL Csrt 6634 H44 Parke East Blvd. Tampa FL 33610 Data: March 7,2019 ® WARNING -VMfydosien Pammateraand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIT7473eov. 10.TWOtt BEFORE ME �■�' Design valid for use onyweh Mrek®cormedma. This design Is based any upon parameters shown, and Is for an Individual bantling component, not d tmm syalem. Before vs,, 0o building designer must veriythe ep ifoabllly of dmrs esign paraeteand propmly inmmrd ae 01e design Into th, overall bvlldingdesign. Bracing indicated is to bucking of mdMdud buss web dolor Nord members only. AddlionaltempararyendpennaneMbradno i■(� +•� MITOW prevarr 13 always required for stability and to Proved coaapse weh possible personal Inury and property damage, For general guidance regarding lie rebricatlon, storage, daibvery creation and bracing crevasse aidbass systems, see ANMil Duality Clients, DSB89 and SCSI Building Component Sefdtyinformatlon meeham Trust Plata Intabdo,210N. Lee Street, Sure31ZAlexandra,VA22314. 6904 Perk, East Blvd. Tempe,FL MID JOD Truss Truss Type Qty Ply J37481-Dave Golden Homes-Osteen Res. T16454973 J37481 ZEJ7A MOnoplyp Girder 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 LOADING (psp TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 C11 8.220 3x4 4 4 Inc. Thu Mar 7 10:36:33 2019 Page 1 Scale-1:25.1 SPACING- 2-0-0 CSI. DEFL. In (too) gde0 Lid PLATES GRIP Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.04 " >999 240 MT20 2441190 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.03 5.6 >999 180 Rep Stress Ina NO WB 0.34 Horz(CT) -0.00 5 true n/a Cade FBC2017rTP12014 Malrbr-MP Weight: 381b FT=Oh BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 so purges, except end verticals. BOT CHORD Rigid tailing directly applied or 7-6-10 oc bracing. REACTIONS. fib/size) 5=505/1vechanlcal, 2=532/0-3-8 Max Horz 2=253(LC 7) Max UpIA 5=-467(LC 5), 2=-457(1_C 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) Or less except when shown. TOP CHORD 2-3=-703/594, 3-4=715/697, 4-5=418/400 BOTCHORD 2-6=606/593 WEBS 3-6=-272/253, 4-6=850/869 NOTES- 1) Wind: ASCE 7.10; Vu3=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf•, BCDL=3.Opsf; h=15ft; B=35ft; L-231t; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about as center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 4671b uplift at joint 5 and 4571b uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated loetl(s) 65 lb down and 143 At up at 3-0-12, and 29 to down and 761b up at 5-D-12 on tap chord, and 155 lb down and 249 Ito up at 3-0-12. and 192 Ib down and 2561b up at 5-D-12 on bottom chord. The desiga/selection of such Connection device(s) Is the responsibility of others. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) Is always required. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pip Vert: 1-4=60, 5-7=20 Concentrated Loads (lb) Vert: 10=-62(B) 12=155(B) 13=-192(B) Thomas A. Albert PE No.39380 MiTok USA, Inc. FL Cart $634 6904 Parke East Blvd. Tampa FL 33910 Data: March 7,2019 ®WARNING. VedyldeelgnparemabIsand READ NOTES ON Me AND INCLDDEDIMEK REFERENCE PAGE aet-Tq] mv. 10AMN015 BEFORE USE Design add be use col with Mreksconnentere, Th9 desgn Is based oniy upon parameters shown.antl is be an mul,edual building component, not ��' a truss system. Before use, the building designer covet vent' No appllnebllgy of dosign parameters and properly Inwrpordte rule design M1o0e owreli buldingdesign. Bmchg Indicated is to buddmg ofledMdual trussweb andl"Oord members only. ADdftlanal temporary and pemment bracMg MiTek" prewlx Is aNmys required for stabllay and to pravmd mangle wan possible personal Injury and property damage. For genentguldanoe regareing the fabrication, goregge, tlegvery ereNon and bracing of wales end uses syrtems, see ANSIyTPIf cabby Center., DSB49 antl BCS1 Building Component SarelychumaHan awgaryle fmm Truss Plate Ingttule, 21e N. Lea greg, Bu6e 312, Alexandra, VA 2231d. 8904 PaM10EmIBM. Tempe, FL 36610 Job Truss Truss Type cry Ply J37481-Dave Golden Homes-Osteen Res. T1fi454974 J37481 ZEJ7B Jack -Open 1 1 Job Reference (optional) test coast Truss, Ft. Pierce, FL 34M 8.220 a Nov 16 2018 MITek Industries, Inc. Thu Mar 7 10:36:34 2019 Page 1 ID:x Yy52nYkgmZlUOeFugOzdMOC-eYNwLCYP7xpKPEBHwTMBVsoOfgbeyOaoTAJfeBzdL7h -1-4-0 6- 0 741-0 e-D-o Scala=1:19.5 4.8 2r4 = Plate Offsets (%,Y)- MO-5-0.0-2-01 LOADING (psf) SPACING- 2-0-0 Cal. DEFL. In (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.06 7-10 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 Be 0.39 Vert(CT) 0.05 7-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) .0.00 4 Was Na BCDL 10.0 Code FBC20177rP12014 Matrix -AS Weight: 31111 FT=0% LUMBER. TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=58/Mechanical, 5=212/Mechanical, 2=365/0-3.8 Max Hoa 2=190(LC 8) Max Uplift 4=48(LC 5), 5=236(LC 8), 2=-347(LC 8) FORCES. (Ib) -Max. Cump.lMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-258/154 WEBS 3-7=-250/248, 3-6=-3431377 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult-160mph (3-sawnd gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf; h=15ft; 8=35ft; L=23f; eava=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and fight exposed; porch left and right exposed; Lumber DOL=1.60 plate gap DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It Is the responsibility of the fabricator to Increase plate sizes to account for these factors. 5) Plates checked for a plus or minus 0 degree rotation about its Center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurenl with any other live loads. 7) - This truss has been designed for a live load of 20.0ps1f 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. 6) Refer to girders) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48111 uplift at joint 4, 236 Is uplift at joint 5 and 3471b uplift at joint 2. 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the lop chord and 112" gypsum sheetrock be applied dtrectry to the bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) Is always required. Thomas A Albani PE No.39380 MiTak USA, Ina FL Cott6634 6904 Parke East Blvd. Tampa FL 33610 Data: March 7,2019 ®WARNING - Velfydee(,,u1e111wra. eed READ NOTES ON MIS AND INCLUDEDMIIEK REFERENCE PAGE aap74732v. 1"W2015 aEFORE ME !' Design v0d for use oniywat MreM Commodore. This design is based ony upon pare meton shown, and Is for an IndlNdual building component, not a Imes system. Before use, the building designer must verythe appiirebilay, of d0dgn pammetem and properly Incnryorete this design into the ww:rail building design. BraoMglndiwtwd le to preventbuckMg of M4Mduaimiss webendlorchord members ony. Additional temporary and pmmaned bracing MiTOW Is always required (0, stability and to prewsm ashoue wM possible personal injury and property damage. For general guidance noarding Me fabrit.b.n. da2990. deReary eRegon end trading of Wsses and Was Systems, see ANSI/TPH Duality Crawls, DSB49 and SCSI Ballding Componemf 604 Parke East BNd. SeMysnforrnallon ovaiiehie Dom Truss Plato Institute, 218 N. Lee Stnd,&tto 312, AIexandda,VA22314. Temp., FL 36510 Job Truss Truss Type pty Ply J37481-Dave Golden Homes-Osteen Rea. J37481 ZEJ7C Jack -Partial GirderT16454975 ar 1 7 Job Ralarence (actions[) East Coast Truss, Ft. Pierce, FL 34946 6,220 a Nov 16 2018 MITek Industries, Inc. Thu Mar 7 10:36:35 2019 Page 1 ID:xreYy52nYkgNZ7UD6FugOzdMOC-2kxIYYZ2uFyAONmTU BtN24Ld7EVhSLxig2CBdzoL7g 3-0 7-0 0 1-40 1-?d 1.2-12 d-DO 4x8 = 2x4 = Style-1:16.3 Plate Offsets (X,Y)- (3:0-5-0,0-2-01 LOADING (psq SPACING. 2-0-0 CSI. DEFL. In floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 6.7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.03 6.7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.14 Horz(CT) -0.01 4 n/a n1a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 31 Its FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ito/size) 4=122/Mechanical, 5=175/Mechanical, 2=386/0-3-8 Max Horz 2=136(LC 8) Max Uplift 4=-105(LC 5), 5=229(LC 5). 2=-415(LC 8) Max Grew 4=122(LC 1), 5=193(LC 3), 2=386(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shaven. TOP CHORD 2-3=-423/454 BOT CHORD 2-7=-424/343, 6-7=443/355 WEBS 3-6=-386/481 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puffins. BOTCHORD Rigid ceiling directly applied or 8.6-6 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=35ft; L=23ft; eave=411; Cat. II; Exp C; Encl., GCpi=0.I S; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 pat bottom chard live load nonconcerenl 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 tail by 2-0.0 wide will lit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 Ib uplift at joint 4, 229 Ib uplift at joint 5 and 4151b uplift at joint 2. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 165 lb down and 1951b up at 3-0.0, and 41 lb down and 771to up at 5-D-12 on top chord, and 43 lb dawn and 39 lb up at 3.0-0, and 21 Its doom and 17 lb up at 5-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 11) 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 (pit) Vert: 1.3-60, 3-4-60, 5-8-20 • Concentrated Loads (Its) • Vert: 3=9(F) 7=19(F) 11=7(F) 13=12(F) Thomas A. Albsni PE No.39380 MiTek USA, Inc. FL Cart 6634 9004 Parke East Blvd. Tampa FL 33610 Data: March 7,2019 AWARNING- VanrydeslgnpammolomanCRE4DNOrES ON MIS AND INCLUDEDA9T£x REFERENCE PAGE MIL7472-.. 10NY2015BEFORE USE Valid for use Only with MrrekO oonnedars, This design is based only Won Paramount; sham, and la for an Md1wdWI Wilding component, not Rat a Was system. Before use, she building designer must worry the applicability of design parameters and property incorporate MIS design into the oaemll building design. Bradngindlcated IS to prevent buckling ofhOMdualtmsswsb andforchonimembers oni Adddiunal temporary and permanentbrecing M!Tek' Is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guldance regarding Me labdcatlon,stomge,delvary emotion and bmcing cfWsses and Vusa systems, see ANSI 11Duathly CAnda, DS849 and BCSl aullding component Safefylnf0rmmbn available/rum Trove Plate lnsteWe, 216 N. Lea 6teM, Sues all, Alssandde, VA 22314. e904 Parka East BNd. Tampa, FL Scalp Jcb r Truss Truss Typa ply J37481-Oava Golden Homes-Oataen Ras. T16454976 J37481 ZHJ3 Diagonal Hip Girder 1 1 1 Job Reference (optional) test Goast Truss, FL Pierce, FL 34946 8.220 s Nov 162018 MrTek Industries, Inc. Thu Mar 7 10:36:36 2019 Page 1 Suits -1:12.8 Plate Offsets (X Y)-- I2:0-0-1 0.D-3) LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Well Lld PLATES GRIP TCLL 20.0 Plata Grip DOL 1.25 TIC 0.28 Vert(LL) -0.03 4-7 P999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 SC 0.26 Ven(CT) -0.03 4-7 >999 180 SCLL 0.0 Rep Stress Incr NO WB 0.00 Hom(CT) 0.00 2 Na n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 161b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 REACTIONS. (lb/size) 3=87/Mechanica1, 4=31/Meohanical, 2-266/DA-15 Max Hors 2=133(LC 8) Max Uplift 3=-89(LC 8), 4=73(LC 5), 2-34B(LC 8) Max Grad 3=97(LC 28), 4=59(LC 3). 2=277(LC 28) FORCES. fib) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. BRACING. TOP CHORD Structural wood sheathing directly applied or 4.2-3 0o purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult-160mph (3-second gust) Vesd=124mph; TCDL=5.Opsf, BCDL=3.Opsf; h=15ft; 3=36% L=23h; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 par bottom chord live load nonconctrrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 89 Is uplift at joint 3, 73Is uplift at joint 4 and 3481b uplift atjolnt 2. 7) Hanger(s) or other Connection Clericals) shall be provided sufficient to support Concentrated load(s) 981b down and 881b up at 1-4-15, and 98 Ib down and Be Its up at 1-4-15 on lop chord, and 81 Its dam and 451b up at 1-4-15, and 81 to doom and 451b up at 1-4-15 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 8) Warding: Additional permanent and stability bracing for truss system (not part of this Component design) Is always required. 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) Deed +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3=60, 4-5-20 Concentrated Loads (Ib) Vert: 9=59(F=30,3=30) Thomas A. Altenl PE No.39360 Mhak USA, Inc. FL Cart$634 9904 Parke East BNtl, Tampa FL 33610 Data: March 7,2019 &WARNING -Verily Jeslan paremetaa and READ NOTES ON MS AND INCWDEDAUTEK REFERENCE PAGE 01,7472 rvv. 10.TW015 BEFORE USE Design veto far use only with Wave, ccnnedors. True design Is based only upon parameters shown, and Is for an Individual tootling component, not a truss system. Before use, the building designer must verify the epplicebllXy of design pammetersand properlyhwrPrela mis daaign latest¢..rail building design. Bracing Indicated Is to prevent Wckrmg of Individual Was weband/m Nord members only. Additional tempomry and permanent trading WOW is always required for stals1by and to prevent w0spaa with possible personal lNury and property damage. For general guidance regarding he Mmanon;storage, deliveryry eecken and bmdng afhvases and truss systems,see ANSWFlf Costly creeds, DS"S and SCSI Building Component 6904 Parke East BNd. asyarylnformedan evaHable hone Truae Plda InataNa, 2fa N. Lea Steal9uee 312, NexanOtla, VA 22314. Tampa, FL 36810 Joe Truss Truss Type Cry Ply J37481-Dave Golden Homes -Odeon Res. T18454977 J37481 ZHJ5 Diagonal Hip Girder 2 1 Job Reference o lional East Coast Truss, FL Pierce, FL 34946 LOADING (psQ TCLL 20.0 TCDL 10.0 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 Ina NO Code FBC20177TP12014 8.7.20 a Nov 16 2018 MTek Industries, Inc. Thu Mar 710:36:37 2019 Page 1 ID:xmYy52nYkgNZtUO6FugOzdMOC-_723zEelOsCuGhvrbbvr7VO_y2ggMwEA8xJFWhdL7e Scale =1:17.3 P O 01 y N N CST. DEFL. In (Too) Udeft L/d PLATES GRIP TC 0.27 Vert(LL) -0.03 7.10 >999 240 MT20 2441190 BC 0.24 Vert(CT) -0.03 7-10 >999 180 WB 0.14 Ham(CT) -0.00 5 ma n/a Matrix -MP Weight: 31 lb FT-0% BRACING. TOP CHORD Structural wood sheathing directly applied or 6-0-0 Be puriins. BOTCHORD Rigid ceiling directly applied or 8-10-1 Be bracing. REACTIONS. (lb/size) 4=82/Mechanicml, 5=174/Mechanical, 2=363/0-4-15 Max Horz 2=186(LC 8) Max Uplift 4=74(LC 24), 5=217(LC 8), 2=-443(LC 8) Max Gmv 4=89(LC 17), 5=174(LC 1), 2=363(LC 1) FORCES. glo) -Max, Comp./Max. Ten. -AU forces 250 (lb) or less except when shown. TOP CHORD ' 2-3=-392/378 BOT CHORD 2-7--4231341, 6-7=423/341 WEBS 3-6=-375/466 NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd-124mph; TCDL-S.Opst BCDL=3.OpsY h-15ft; B=35ft; L-231 eave=44ft; Cal. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL-1.60 2) Plates checked for a plus or minus 0 degree rotation about Its center. 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 20.0psf an the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fill between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss Connections. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 74111 uplift at joint 4, 2171b uplift at joint 5 and 443 Ib uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 98 lb down and 88 lb up at 1-4-15, 98 Ib down and 88 lb up at 1-4-15, and 401b down and 831b up at 4-2-15, and 40111 down and 83 Ib up at 4-2-15 on lop chord, and 81 Ito down and 451b up at 1-4-15, 81 Ib down and 45111 up at 14-15, and 18 Ib down and 4111 up at 4-2-15, and 181b down and 41b up at 4-2-15 on bottom chord. The design/selection of such Connection device(s) Is the responsibility of others. 8) Waning: Addhlonal permanent and stability bracing for truss system (not part of this component design) is always required. 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=l.25 Uniform Loads (pit) Vert: 14=60, 5-8=20 Concentrated Loads (lb) Vert: 13=59(F=30, B=30) 14=10(F=-5, 13=5) Thomas A. Albani PE NOT93813 MiTak USA, Ind. FL Cart 8834 9904 Parka East Blvd. Tampa FL 33810 Data: March 7,2019 ®WARNING - wodrydesimpamnwlers and READNOTES ON THIS AND INCLUDEOMTEK REFERENCE PAG6AEu7473ruw. tam.'VMS BEFORE USE �■■- Design valid for use Only with MTek® connectors. This design is based only upon pi mmeters shown, and Is for an Individual building component, not alines system. Before use, the bullding designer must vem No appllrabillry of design parameters and properly Incomorale 013 design Into the overall building design. Bracing indicated is to prevent bucleng of llndivilual brass web andror them members Only. Aadilional temporary and Inmlanam trading a�r�■�jitl` MiTek' is eiways required far stablity and to prevent collapse with posahle personal injury and property damage. For general guidance regeiding0a labdaeaon,storage, deOvaryry BRCtlOn end braGOg arimesBaand Wae ryeleme.see ANSETPI10ueldy CNnda, DS949 and Bear BUIIding COMP011ear Sanuirinfonneth i ..ItstlehOm Tmss RMalnnhNe,210N.Lee Steel,Suae312,Alexandda,VA22314. 691 Parke East Blvd. Tampa, FL 36310 Jcb " Truss Truss Type Oty ply J37481-Dave Golden Homes-Osteen Res. T76454978 J37481 ZHJ7 Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8,220 s Nov 162018 MTek Industries, Inc. Thu Mar 7 10:36.38 2019 Page 1 ID:xreYy52nYkgrvIlU06FugOzdMOCSJORAabwBAIQrU29JR4giz7uSm=J00oHtnyzdL7d -7-10.10 5-1-9 9-10.1 1-10.10 i 5.1.9 1 4-8.7 Scale = 1:23.2 5.1.9 4447 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (ice) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) .0.06 7.10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.08 6.7 ,999 180 SCLL 0.0 Rep Stress Incr NO WE 0.32 Horz(CT) 0.01 5 n/a flat SCOL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 421b FT=0% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (fib/size) 4=140/Mechanica1, 2=509/D-10.15, 5=338/Mechanical Max Horz 2=240(LC 24) Max Uplift 4=-122(LC 8), 2=387(LC 8), 5=177(LC 8) Max Grav 4=140(LC 1). 2=509(LC 1), 5=353(LC 28) FORCES. (to) - Marc. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-846/346 BOT CHORD 2-7=-457/747, 6-7=457/747 WEBS 3-7=-22/274, 3-6=812/496 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ni TCDL=5.Ops1; BCDL=3.OpsY h=15ft; B=35ft; L=23ft; eave=oft; Cat. 11; Exp C; Encl., GCpI=0.18: MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about Its center. 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 20.0ps/ on the bottom chord In all areas where a rectangle 3-6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1221b uplift at joint 4, 3871b uplift at joint 2 and 1771b uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1041b down and 87 I6 up at 1-4-15, 1041b down and 87 lb up at 1-4-15, 111 Ill down and 7316 up at 4-2-15. 111 Ib down and 731b up at 4-2-15, and 1541b down and 138 lb up at 7-0-14, and 1541b down and 138 lb up at 7.0-14 on top chord, and 391b down and 451b up at 1-4-15, 391b down and 45 lb up at 1-4-15, 271b down and 9lb up at 4-2-15, 271b down and 91b up at 4-2-15, and 461b down and 171b up at 7-0-14, and 461b down and 17 Do up at 7.0-14 on bottom chard. The design/selection o1 such connection device(s) Is the responsibility of others. 8) Waning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-4=60, 5-8=20 Concentrated Loads (lb) Vert: 13=-82(F=41, 8=41) 14=59(F=30, B=30) 15=-10(F=-5, B=-5) 16=60(F=30, B=30) Thomas A. Albani PE No.39360 MTok USA, Inc, FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: March 7,2019 ®WARWNG-Podf1ds lgnparamolwsnM READ NOTES ON MIS AND INCLUWDOUKREFERENCE PAGE NP7173me. 10.TY20158EFORE USE Design valld for use only with MITeM canneGon. This design Is based any upon pa annelele Shown, and is for an Individual Wr4ing component, not a lydw system. Before use, the building designer mustvent' Iha applkablMy of design parameters and popery InwMande this deelgn In due overall bmltlingdesign. BmWngIndicated IstopmV9mtbu NdrIg0aldMdualtruss web andforchord members only. Addalunaltemporary and pemlanembracing M!Tek* Is always moulmol for Mabilly and to provent collapse with possible personal Injury and propeM damage. For general guldanca rogeming me fabricator. storage, dense erection and closing efbunes and bum systems, systems, sae ANSgrPif Quality covens, DSB49 antl SCSI Building component Ssferylnrormarion mmuaryle from Tmas Plata Institute, 210 N. Lee Street Suae 312, Alexandria, VA 22314. 6904 Paft East BNd. Tampa, FL 36510 Symbols Numbering System ® General Safety (Votes PLATE LOCATION AND ORIENTATION 3I- Center plate on joint unless x, y 4 offsets are indicated. Il 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) I Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in I h sides of rues Apply plates to both sides of truss 1 2 3 i. Additional stability bracing for bass system, e.g. and fully embed teeth. TOP CHORDS diagonal orx-bracing, is always required. See SCSI. 0-�1fi rN c1-2 cza 1,, 2. Truss bracing must be designed by an engineer. For T T O WEBS qry 4 O 4 h 0 n wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor 1 bracing should be considered. O 3. Never exceed the design loading shown and never d@°¢ U stack materials on inadequately braced basses. a. 4. no de copies of this bass design to the building c a w css For 4 x 2 orientation, locate designer, erection supervisor, property owner and all other interested parties. BOTTOM CHORDS plates 0- Vid' from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of buss at each This symbol indicates the JOINTS ARE GENERALLY NUMBEREWLETTERED 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 ANSMI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected tram Piste location details available in MiTek 20120 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSIrrPI 1. software or upon request NUMBERSILETTERS. B. Unless othernoted, moisture content of lumber shall nott exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camberis a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of bass fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load tleffection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shag be of the species and size, and In all respects, equal to or better thanthat 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. specified. 13. Top chards must be sheathed or pudins provided at output. Use T or I bracing spacing indicated on design. Y if indicated. Lumber design values are in accordance with ANSIITPI 1 section 6.3 These truss designs rely on lumber values 14, Bottom chords require lateral bracing at 10 ft. spacing, orless, itno ceiling is Installed, unless otherwise noted - BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not at or aver 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. 0 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: M1 ANSVTPII: National Design Specification for Metal 19. Review all potions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSIrP1 I Duality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. I MiTek Engineering Reference Sheet MII-7473 rev. 10/032015