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HomeMy WebLinkAboutTrussrF D 8 ENGINEERING ASSOCIATES December 23, 2019 Building Department 249 Maitland Avenue, Suite 3000 Altamogte Springs, Florida 32701 P:(321 2-0 11 Ft��21)972-0484 E:info@fdseng.com Websi'nF sen corn SO, N m 2 qao laa �3 F Ref: Adams Homes Lot: Lot 7 B170 Sec 8 Subdivision: Fort Pierce — Indian River Estate Address: 6002 Hickory Drive Model: 2117 B RH KA # 19-8671 Truss Company: Builders First Source Date of drawings: 12/17/19 Job No.: 2198080 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. have any questions, please do not hesitate to call. 12/23/2019 P.E. Luis Pablo Torres, P.E. Todd M. Born, P.E. FL. # 87864 FL. # 82126 "Doing Business with a Service Mindset and an Eye for Detail" CAUTION!!! LIIIIIIII 1. CONNECTORS SCHEDULE ROOF TRUSS I0JIDII MODEL ROOF UPLIFT SYMIJ 0 A' LUS24 / JUS24 8951835 8 A HTU261 THD26 360013470 0 B HTU28 / THD28 468015040 1 C HrU26-21 THD26.2 360013355 2175123410 0 D HTU28-2 I THD28.2 4680 / 5005 0 E HGUS26-2I THDH26.2 532015245 0 F HGU528-21 THDH28-2 7460 / 8025 1F 0 G HGUS26-3 / THDH26.3 523016245 2155 / 2340 w 0 H HGUS28-3I T14DH28-3 7460/7836 3235/4370 jw 0 J THJA26 / HJC26 119100 / 8990 4095 / 4370 d u 3X8 NOP REVIEWED ❑ REVISE AND RESUBMIT ❑ REVIEWED WITH NOTATIONS ❑ISOWED REVIEWED ) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve con- tractor from compliance with requirements of the draw- ings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and corelating all quantities and dimen- sions, selecting fabrication processes and techniques of construction, coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner. FLORIDA DESIGN SO TI IS, INC. Data 12 S�By SuMrittst Bo Project No. Project Eng Project Nana; REVIEWED FOR CODE COMPLIANCE w..�me7inRaWRur.WXOUN e II TCLL: 20 PSF TCDL3 07 PSF BCDL: f0 PSF TOTAL: 37 PSF DURATION: 1.25 TCLL: 40 PSF TCOL: 10 PSF SCOL: 6 PSF TOTAL: 55 PSF DURATION: 1.00 awing Must Be Approved And mad Before Fabrication WN For Your PrehcNon Cheek Ali roe, And Condidons Pdar To T ATTEMPT TO ERE01 3 WRHOUT REFERRING TC 31NMMNG DRAWINGS ANC SUMMARY SHEETS, MANENT BRACING MUST BE 3E PRIOR TO LOADING SHEATHING, ALL INTERIO R BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCNEOUL, 2) BEARING BLOCK REQUIREMENTS. 31 SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Baokcharpee WE Not Be Accepted Regardless of FauN Without Pryor No6Nca0on By Cuetomar Within 48 Hours And Inmtipation By Build he First Source. NO EXECPTIONS. ROOF PITCH: 6112 CEILING PITCH: W12 TOP CHORD SIME: 2 X 4 BOTTOM CHORD SIZE: i X 4 OVERHANG LENGTH: IS - END CUT: Plumb CANTILEVER: — TRUSS SPACING: 2V BUILDING COOS FBC2017 BEARING HEIGHT SCIIEDULE XYq LgmN BY 9' R12vauLT PLAN GATE: lots E NS: Okfildem StSOUMe N08 Airport Road Plant City, FL 335,3 Ph. (813) 305 fhhi FaX (813) 3051301 RECEIVED Lumber design values are in accordance with ANSI/TPI 1 section 6.3 FEg 12 1010 These truss designs rely - on lumber values established by others. Permltdng oopartrrtent 9t. Lucla f<ayfttV RE: 2198080 - LOT 7/70/8 INDIAN RIVER ES MiTek USA, Inc. 6904 Parke East Blvd, Site Information: Tampa, FL 33610-4115 Customer Info: Adams Homes Project Name: 2198080 Model: 2117 B Lot/Block: 7/7018 Subdivision: St Lucie County -Indian River Estates Address: 6002 Hickory Drive, . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: 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 40 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. Wk 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 zo 21 22 Seal# Truss Name Date A No. Seal# 23 T18929804 24 T18929805 25 T18929806 26 T18929807 27 T18929808 28 T18929809 29 T18929810 30 T18929811 31 T18929812 32 T18929813 33 T18929814 34 T18929815 35 T18929816 36 T18929817 37 T18929818 38 T18929819 39 T18929820 40 T18929821 Truss Name Date 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, FL). 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 ANSIrrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO 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. REVIEWED FOR )DOES COMPLIANCE LU T. CIE COUN tl N BOCC FILE COPY No 6 1 �'• OF tOP,�r1�� Me USA, Inc. FL Ced 6634 690I rks Fast Btvd.Xampa FL33610 oats: � December 17,2019 Velez, Joaquin 1 of 1 Job Truss Truss Type �— ply Ply W7018 INDIAN RIVER ES T78929782 2198080 A01 SPECIAL TRUSS 6 1 JLOT ob euadem rlrstbource Imam ury, i-L), HIM Uuty, rL-c bbi, 8.240 s Uec 6 2u1 V Mi I ex lrxrja ms. Inc. I ue Uec 1 n3:44:2a 2m e I 6.00 F12 1.54 STP = 24 6x8 5 - "'16 '- 12 11 10 3.00 12 2x4 II 3x6 5x8 � 2.4 II Bxtd MT20HS= 2x4 II �6 Scale=1:83.4 LOADING (151) TCLL 20.0 TCDL 7.0 BCLL It:. ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.9fi BC 0.93 We 0.64 Matrix-MSH DEFL. Ve 1(LL) Vert(CT) HOR(CT) in (loc) Udell Ud 0.56 16-17 >858 240 -0.9415-16 >511 180 0.44 8 n/a n/a PLATES MT20 MT20HS Weight: 2181b GRIP 244/190 187/143 FT-20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 3-5: 2x4 SP No.2, 1-3: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 6-2-0oc bracing: 13-15 2-16: 2x4 SP M 31 WEBS 1 Row at midpt 5-16 WEBS 2x4 SP No.3 *Except* 5-16: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 2=1555/0-8-0, 8=1556/0-8-0 Max Horz 2=394(LC 8) Max Uplift 2=-801(LC 10),8=-801(LC 10) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4939/2529, 3-4=-4200/2185, 4-5=-4204/2386, 5-6=-2269/1425, 6-7= 2299/1423, 7-8=-2772/1511 BOT CHORD 2.17=-2088/4573, 16-17=-2100/4587, 15-16=-038/1887, 13-15=-893/2086, 11-13=-897/2080, 10-11_ 111212401, 8-10=-111 PJ2401 WEBS 3-16= 732/490,4-16=-398/401, 5-16— 1398/2924,5-15=-256/545, 6-11=-273774, 6-15=-215/280,7-11=577/316,7-10=0/317 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=4.2pst BCDL=5.Opsh h=15ft; B=45ft; L=24ft; eave=5ft; Ca4 II; Exp C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Extedor(2) 17-0-0 to 23-", Interior(1) 23-M to 38-4-0, Extedor(2) 38-4-0 to 41-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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-" wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTP1 1 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 100 lb uplift at joint(s) except Qt=lb) 2=801, 8=801. Joaquin Vslez PE No.68182 Mick USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARNING. V dry eaSlgnparem4fe and READ NOTES ON MIS AND INCLUDED 4UTEKREFERANCE PAGEMIP74 arev. 10ei00156EFORE USE DeegO vo" mr use oNy wlm MRek® connectors. ihb tlesign b basetl only upon parameters shown, gntl Is for On IntllNdu01 bulltling comp0nan6 not �'- a buss system. Before use, me bulltlNg tlesigner must verlN me appllepblllN of tlesign parameters and propetly Incpmorpte ihb tlesign Into the overall bu6tling tlesgn. Brpdnglntlicptetl uto prevent bucNing of lndkitlupl truss web and/or chortl members oNy. AtldMonal temporary pntl permpnentbmd"g MiTek' Ts plwoy'requlratl for stpblllN and to prevent collapse wlm possllo personal Iniury and propeM of M.ge. For general gultlanC. regarding the lob, on storage; tlelivery, erection and bracing '2 haste' and buss systems seaAN31/IPII Quamy CRMc; DSa�l9 anti BC31 Buldhp C0mtlonem .'." ofmmatbrxrI.Ipble hom Truss Rate Insfltute. 216 N. Lae Street Sulte 312 Nexantlrlo. VA 2231 d, 6904 PeAe East BNtl. Tampa, FL 33610 Job Thus Truss Type Oty Ply LOT 7/70/8 INDIAN RIVER ES T78929783 2198080 A02 Special Truss 2 1 Job Reference (optional) Builders RrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1713:44:30 2019 a 3.00 12 5xB 5 6x6 -_- 46 = 11 Scale =1:6a.5 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0,5111-12 >834 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.92 10-11 >461 180 BCLL 0.0 ' Rep Stress Inor YES WB 0.95 Horz(CT) 0.35 8 n/a r/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 1871b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-6,1-3: 2x4 SP No.t BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 5-11, 5-10 2-11: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=1388/0-8-0, 8=1313/Mechanical Max Hors 2=348(LC 9) Max Uplift 2= 721(LC 10), 8=-628(LC 10) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-4262/2376, 3-4— 3498/2017; 4-5=-3497/2214, 5-6=-1684/1129, 6-7=-1692/985, 7-8=-1282/807 BOT CHORD 2-12=-2147/4002, 11.12=-2157/4012, 10-11=671/1468, 9-10=-920/1607 WEBS 3-11=-772/504, 4-11= 392/391,5.11=-1411/2613,5-10=-134/267, 6-10=-376/368, 6-9=-321/321, 7-9=-719/1455 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=S.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14.0 to 1-8-0. Intedor(1) 1-8-0 to 17-0-0, Exterior(2) 17-0-0 to 23-0-0, Intedor(1) 23-0-0 to 32-64, Extedor(2) 32-64 to 35-64 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber OOL=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 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearings are assumed to be: , Joint 8 SYP No.2 crushing capacity of565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 2=721, 8=628. Joaquin Velar PE No.68162 MTok USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: December 17,2019 ,&WARNING-VeNydesl9n ParameteMVnd READ NOTES ON MMANDMCLUDEDMREKREFERANCEPAGEMX74nmv. 1WA301oISDEFORE USE DeslBn v'Iki tar use oNy with MBe"" connectors. R design a basetl oNy upon pa.ometen shown, and Is for an IncMdual build n8 component, n01 ��- a huss system. Before use. me bullding designer must van Me appllc'blllty of of n Parameters antl properly Incorporate rule design Into the overoll tleslgn. ""'clog IntllcWad is to preventbuclAinB of lnd"IduaI huss web antl/o. chord members only, Addlaon.l temporary no peananenibmdng MiTek' sbWtllnB Is always requaetl fo" Stability an to prevent collapse with possiMl. Personal lnlury antl property tlamaBe. For General Bultlance reBartling M. fabrlconon, st.,.a. tl.IN.........n antl braclnB of busses and huss systems. seeMSMIi C'a1M Cal.rio DSS-09 and It I Bu6E„p C'mponDnr Sably Mrarm'tbnov.".1o'. ham Truss Plot. In'Wte. 21S N. Lee Sheet, Suite 312. Alexondea. VA 22 14. 6904 PeOce East BNE. Tampa, FL 33610 Job Truss Truss Type O1Y Ply LOT W70/8 INDIAN RIVER ES T78929784 2198080 A03 Hip Truss 1 1 Jab Reference (optional) Builders First5ource (Plant City, FL), Plant City, FL- 33567, 0.240 S Dee 6 2019 MiTEk rue Dec 17 13:44:31 2019 Page 1 3.00 12 5x8 5x5 = 5x5 = 5 620 3x6 = Scale=1:67.6 LOADING (psl SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.92 Vert(LL) 0.49 13.14 >870 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Ven(CT) -0.71 13-14 >601 180 BCLL 0.0 ' Rep Stress Incr YES We 0.72 Horz(CT) 0.36 9 Na n1a BCDL 10.0 Code FBC2017/71`I2014 Matrix-MSH Weight: 205 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-0-6 oc bracing. BOT CHORD 2x4 SP No.2 *Except' WEBS 1 Row at midpt 4-12. 6-11 2-13: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 2=1388/0-8-0, 9=1313Rviechanical Max Horz 2=330(LC 9) Max Uplift 2= 721(LC 10), 9=-628(LC 10) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4286/2526, 3d=-3484/2193; 4-5=-1796/1323, 5-6=-1553/1269, 6-7— 1679/1219, 7.8=-1684/1044,8-9— 1288/855 BOT CHORD 2-14=-2284/3999, 13-14=-2296/4006, 12-13— 1800/3186, 11-12=.759/1483, 10.11=-987/1594 WEBS 4-13=992/1931, 3-14=0/251, 3-13=-794/494, 4-12=2186/1347, 5-12=-435/652, 6-12=-213/666,7-11=343/340,7-10=-312/350,8-10— 766/1441 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUI1=160mph (3-second gust) Vasd=124ni TCDL=4.2psY BCDL--5.Opsf; h=15ft; B=45ft; L=248; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(i) 16-0 to 14-9-1, Exterior(2) 14-9-1. to 25-2-15, Interior(1) 25-2-15 to 32-6-4. Exterior(2) 326-4 to 35.6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 20.0psf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearings are assumed to be: , Joint 9 SYP No.2 crushing capacity of 565 psi. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of hearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except 01=lb) Joaquin Velez PE No.SBl82 2=721, 9=628. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 O WARNWO-Vew1ydn1gnperemetersend READ NOTES ON TN/SAND MCLUDED MREKREFERANCEPAGEM147473re1 I&W*015BEFONEUSE. Design volld for use onlywith Mael8 connectors. This Design Is based only upon parameters shown, and b for on Indivtoual bullding component not ��- a truss system. Before use, Me building designer must verify Me applicability of design parameters and properly Incorporate this design Into the overall design. Bracing indicated IS to prevent bucWing of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' 4buldhg Is always required for stablllty and to prevent collapse with possible personal INury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of musses and truss systems, seeANSU1P11 QuolMy Cdfedo. DS349 and SCSI buedhg Componart 69N Pans East Blvd. Tampa. FL 33610 im Solely Mfortnolbrpvotable from TrPlate Inst ute. 218 N. We Sheet. Suite 312. Alexandria, VA 22314. __7 Job Truss Thus Type City Ply LOT 7f/0/B INDIAN RIVER ES T18929785 2198080 A04 Hip Thus 1 1 Jbb Reference o banal Builders RrstSpurca (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MTek Industries, Inc. Tue Dec 1713:44:32 2019 4x6 = 4x6 = 3.00 12 2x1311 3x6 it 3.8 14 II 8xl4 MT20HS= Scale = 1:68.0 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In (Inc) Vol L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.73 Vert(LL) 0.50 15-16 >770 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.70 15-16 >554 160 MT20HS 187/143 BCLL 0.0 ' Rep Stress Mar YES WB 0.67 Horz(CT) 0.37 9 Na n(a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight: 196 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, 1-3: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 4-2-1 oc bracing. 2-16: 2x4 SP No.1, 10-16: 2x4 SP M 31 WEBS 1 Row atmidpt 4-15 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1267/0-8-0, 9=1197/0-3-8 Max Hom 2=300(LC 9) Max Uplift 2=-652(LC 10), 9=-575(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All fames 250 (lb) or less except when shown. TOP CHORD 2-3=-3806/2283, 3-4=-2996/1948, 4-5=-1392/1078, 5-6=-1180/1044. 6-7=1393/1047, 7-8=-1001/707,8-9=-1136/626 BOT CHORD 2-17— 2157/3594, 16-17=-2170/3602, 15-16=-1682/2808, 14-16= 611/1111. 12-14=-508/827,10-12— 515/805 WEBS 4-16_ 982/1847,5-15=-372/583, 6.14=-100/284, 3-17=0/252, 3.16=-791/496, 4-15=-2144/1354, 7-10= 785/642,8-10=-676/1038,7-14=-203/598 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASIDE 7-10: VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24tt; eave=4tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Intedor(1) 1-8-0 to 14-9-1, Exterior(2) 14-9-1 to 25-2-15, lnterior(1) 25-2-15 to 29-2-4, Extedor(2) 29-2-4 to 32-2-4 zone; cantilever left and right exposed ;C-C for members and fames & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcument 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 2-04) wide will fit between the bottom chord and any other members. 7) Bearings are assumed to be: , Joint 9 SYP No.2 crushing capacity of 565 psi. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify 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 at —lb) 2=652, 9=575. Joaquin Velez PE No,68182 MTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: December 17,2019 ,&WARNING. welrydesignpaner,efieniondREADNOTES ON THIS AND INCLUDEDMREKREFERANCE PAGE M&7471mvv, 1Da34015 BEFORE USE Design valid for use only with Ni connectors. 71hb design Is based only upon parameters mown, and Is for an IndNloual bulfdhg component, not a truss system. Before use, the building dedgner must verify Me applicability of design parameters and properly Incorporate MB design Into the overall ,building design, Bracing Indicated 9 to prevent buckling of Individual Muss web and/or chord members only. Additional temporary and permanent bracng MiTek' Is always required for stability and to prevent collapse WM possible personal Injury and property damage. For general guldence regarding the fabrication, storage, delivery. erection and bracing of trusses end Muss systems seeANgfmill sau" COMM, DS549 and DOI Building Component 6904 Panic East Blvd. S dety Informev ationollabie from Tress Plate Institute, 218 N. We Street Suite 312. Alexandria VA 22 14. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 7/70/8 INDIAN RIVER ES T18929786 2198080 �A05 Hip Truss 1 1 Job Reference (optional) Builders RrstSource (Plant City, FL), Plant City, FL- 33567, 8.240 a Dec 62019 MTek Industries, Inc. Tue Dec 17 13:44:33 2019 Page 1 ID:xZpBkW mmOHCg6fGUWAKsgmCf2U.UW CITPiB7peJRS89VmcSOlitlxeLYPOMT8p7ly829S _ �-77--88--1100 1-00 70.-00 ~ 2&0-0 2r1-04001 3.6 a-o 6-0-0 -7-4 63.50-81-20 3.00 12 3.8 5x6 = 5x6 = 6.00 F12 5 19 11 Scale=1:67.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (too) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Ved(LL) 0.44 12.13 >964 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Ven(CT) -0.82 11-12 >518 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(CT) 0.31 9 n/a me BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 192111 FT-20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or4-11-6 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 5-11 2-12: 2x4 SP M 31, 11-12: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=138810-8-0, 9=1313/Mechanical Max Horz 2=293(LC 9) Max Uplift 2=-721(LC 10), 9- 628(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4302/2671, 3-0=3497/2294, 4-5=-3471/2483, 5-6= 1424/1234, 6-7- 1699/1271, 7-8=-1837/1241, 8-9=-1254/912 BOT CHORD 2.13=-2421/3988, 12-13=-2422/4010, 11-12=-1166/2023, 10.11=-1007/1588 WEBS 4-12= 327/396, 6-11=-158/445, 7-11=-276/239, 7.115-205/273, 8-10=-952(1526, 3-12=317/523, 5-12=-1421/2314, 5-11=919/495 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=4.2psY BCDL=5.Opsf; h=15ft; B=458; L=24f; eave=58; Cat. II; E1ic C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Intedor(1) 1-8-0 to 12-9-1, Extedor(2) 12-9-1 to 27.2-15, Intedor(1) 27-2-15 to 32-6-0, Exterior(2) 32-6-4 to 35-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live lead 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) Beadngs are assumed to be: , Joint SYP No.2 crushing capacity of 565 psi. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify 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 Qt=1b) 2=721, 9=628. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Data: December 17,2019 AU WARNING. Verily dee19n pansimmmend READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MII-747S ray. fQUs?DIS BEFORE USE. Dedgn volld for use only with MOekO connectors. fits design Is based only upon parameters shown, and Is for an Individual building component, not ��- o truss system. Before use, the bustling designer must verify the appllcoblllty of design parameters and property Incorporate this dedgo Into the overall building design. Bracing Indicated is to prevent buckling of lndflAdual truss web and/or chord members only. Additional temporary and permanent bracing WOW e always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the lobrication, storage, delivery. erection and bracing of trusses and truss systems seeANSIRPII Cuamr CMnN. DS349 and BCSI Building Component from Truss Plate Institute. 218 N. Lee Street, Sulte 312. Alexandria, VA 22 69M Parke East BNd. Tampa, FL 33610 SafNy th/ormotbrgvallcble 14 Job Toss Truss Type Oty Ply LOT W70/8 INDIAN RIVER ES T78929787 2198080 A06 Hip Truss 1 1 Job Reference (optional) Builders Rm Source (Plant City, FL), Plant City, FL-33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. The Dec 1713:44:34 2019 6 now 4x6 = Scale - 1:63.0 5x6 = 3.00112 13 3x6 11 3xB 2xd II 2,4 II 8x14 MT20H5= 78-1002 I 3.10-4 1400 7-.00..00 83-0-4-0 2& 0 2384-0 52.4 66�1-3 0 Plate Offsets (X Y)-- 12:0-0-10 Edoel [3:03-8 0-3-4]T6:0-3-0 0-2-01 f 10:0-5-12 O-0-OI LOADING (psQ SPACING- 2-0-0 CSI. DEFL. In (too) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.96 Ved(LL) 0.43 15-16 >903 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.67 12-14 >574 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES We 0.98 Hoa(CT) 0.33 9 n/a file BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 1941b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-15,10-15: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1267/0-8-0, 9=1197/0-33 Max Horz 2=264(LC 10) Max Uplift 2=-652(LC 10), 9- 575(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-7 0o bracing. WEBS 1Row at midpt 6-10 FORCES. (Its) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3832/2413, 3-4=-2968/2035, 4-5=-1860/1419, 5-6=-1634/1320, 6-7=993/896, 7-8=-1018,743, 8-9=-1163/875 BOT CHORD 2-16=-2278/3596, 15-16=-2279/3611, 14-15=-1745/2695, 12-14=-679/1102, 10-12=-685/1060 WEBS 3-16=0/259, 3-15=.670/521, 4-15- 991/1629, 5-14= 363/596, 6-14=-465/928, 7-10=-299/397,8-10=-700/1055,6-10=-564/299,4-14=-1765/1249 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opst h=15ft; B=45ft; L=24ft; save=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Intedor(1) 1-8-0 to 12-9-1, Extedor(2) 12-9-1 to 27-5-12, Intedor(1) 27-5.12 to 29-2-4, Exterior(2) 29.2-4 to 32-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 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) Bearings are assumed to be: , Joint 9 SYP No.2 crushing capacity of 565 psi. 8) Bearing at joint(s) 2 Considers parallel to grain value using ANSVrPI 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 100lb uplift at joint(s) except (jt=lb) 2=652, 9=575. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6634 6904 Parke East Bind. Tampa FL 33610 Date: December 17,2019 QWARNING-Venlydeslgnparemetemand NEADNOTES ON TN/SAND INCLUDED MIIEKAEFENANCEPAGEMI474"mv. iha1Ra15aEFONE USE Design valid for use only with MBek& connectors. MIS design Is based only upon parameters shown, and Is for an Individual building Component, not ��- a hum system. Before use. Me bulltling designer must verify the applicability of design parameters and properly incorporate this design Into the overall .bulltling design. Bracing Indicated 6 to prevent buckling of lndNltlual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stobiMy and to prevent collapse with possible personal Injury and property damage. For general guidance egording the fabrication, storage. delivery, erection and bracing of trusses and hum systams seeANSUrpll Quote. Creedo, DSO-09 and !Chi lhldbg Component Safely an/tb psmaravoilable from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexantlrl0, VA 22314, 69M Pelxe East BNd. Tampa, FL 33610 Job Truss Truss Ply LOT 7/70/1 INDIAN RIVER ES T18929788 2198080 A07B A07B Hip Hip Truss 1 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 a Dec 6 2U19 Net Industries, Inc. Tue Dec 17 13:44:35 2019 Page 1 ID:xZpBkWmmOHCg6fGUWAKsgmCf2U-RvKVu4kRX0u1 gmlYcAfw6AnECkHV00VvEndwBwy8290 4-0-0 A8-12 15-0-0 19-2-0 23r-0 25-0-0 31-11-0 36-9-0 1r-0 ]-6-12 N 4-2-0 4-2-0 1 1 &11-D 4-10.1 Scale=1:67.8 Sx6 = 8.00 12 3x4 = ass = 4 5 35 36 8 2x4 11 - 2x4 = Izxa 2xa- axis = 5x8 2x4 II 6x12 MT20HS = 25a0 ]-e-02 tA40 18-3-0 21014 23J-02'y1g0 2]-0-0 31a1-0 369a ]-enz 1 sea 1 aaa �z-s-a 1 zra 1 a]a I ato-t 1 1-z-0 Plate Offsets (X Y)— r2'0-2.7 Edgel (3.03-8 0-3-01 14.03-8 0-2-0] 16:0-4-0 0-2-81 rl O:03-12 0-"1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.90 Vert(LL) 0.46 15-16 >961 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Ven(CT) -0.71 9.10 >623 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WE 0.68 Horz(CT) 0.35 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 2461b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP Ne.2 *Except* TOP CHORD 34: 2x4 SP M 31, 13: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2'Except' 2-15: 2x4 SP M 31 WEBS 2x4 SP No.3 WEBS WEDGE JOINTS Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=1431/03-0, 9=1359/Mechanical Max Hoa 2=266(LC 9) Max Uplift 2=-740(LC 10), 9=-642(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-4486/2858, 3-4= 3621/2382, 4-5=-2949/2084, 5-6=.2035/1578, 8-7=-1733/1276 BOT CHORD 2.16=-2567/4106, 15-16=-2569/4129, 14.15=-1400/2356, 12-14=-937/1620, 10-12=-940/1599, 9.10=-956/1370 WEBS 3.15=-905/639,4-15=-710/1314, 5-15=-424/858, 5-14_ 806/587, 6-14=-489/909, 6-10_ 371/256,7-10=-21/264, 7-9=-1718/1279 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 1-4-12 oc bracing. Except: 4-9-0oc bracing: 2-16, 15-16 4-11-0 oc bracing: 14-15 1 Row at midpt 7-9 1 Brace at Jt(s): 15.16 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=4.2psh BCDL=5.0pst h=15ft; B=458; L=249; eave=5ft; Cat. II; Exp Q Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-0 to 13-0, Interior(1) 1-8-0 to 10-9-1, Exterior(2) 10-9-1 to 19-2-0, Interior(1) 19-2-0 to 20-9-1, Extedor(2) 20-9-1 to 29-2-15, Interior(1) 29-2-15 to 33-7-4, Extedor(2) 33-7-4 to 36-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 psi bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearings are assumed to be: , Joint 9 SYP No.2 crushing capacity of 565 psi. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joints) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (jt=lb) 2=740, 9=642. Joaquin Vela PE No.68182 MiTek USA, Inc. FL Cott 6634 69D4 Parke East Blvd. Tampa FL 3361D Date: December 17,2019 Q WARNING. Verity deslgnperemetemand READ NOTES ON TN/SANDINCLUDED MBEKREFERANCEPAGE M9J473rer 70,0314D1SBEFOREUSE Design valid for use only With MRe& connectors. this design Is based only upon parameters shown and Is for an Individual bullding component not ��- a hum system. Before use, the building designer must verify the oppllcablllty of deslgn parameters and properly Incorporate ml: design Into the overall a bUUdbg design. Bracing Indicated is to prevent buckling of indNldual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* u always required for stablllty and to prevent collapse wim possible personal mury and property damage. For general guldonce regarding the fobricotion storage, deWery, erection and bracing of husses and inns systems. seaANSVrp1i QUO CrMM, D5549 and 6CS111u1d1ng Component from Thum Rate Institute. 218 N. Lee Street Suite 31Z Alexantltla. VA 22314. 69M Pala East BNd. Tampa. FL 33610 Safety lnfoanutio ovolloble Job Truss Truss Type Oty Ply LOT 7/70/81NDIAN RIVER ES T18929789 2198080 A08 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 s Dec 62019 MTek Industries, Inc. Tue Dec 17 13:44:37 2019 Page 1 ID:x2pBkWmmOHCg6fGU WAKsgmCf2U-NHRFIml13l9lw38xkbhOBbt29YO4UGnC1561GpyB290 -1-0-0 B-0i 15-0-0 1e-7-14 23-0-0 25-0-0 2]-0-0 32.4-0 1-4-0 6-Os, 6.11-12 34.14 4-a-2 N. 2d-0 5-Qa Scale=1:61.9 Sx6 = 3z4 = 5x6 = 6.00112 11 hh 3.00112 r' 11 3x6 It 3x8 2x4 21 11 6x12 M720H5 = 25U-0 8-0-0 14Da 2p95 23H-0 2 1e0 274-0 32-0-0 b04 541.12 Us ~24.11 2-0-0 i 68a 2-0 Plate Offsets (X Y)— [2:0-0-10 Edael [3:0-4-0 0-3-0] [4.0-3-8 0-2.41 [6.03-8 0-2.41 [7:Edae 0-1-121 [9.0-3-12 0-0.0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.40 14.15 >959 240 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.55 14-15 >704 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Hors(CT) 0.30 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 182 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x4 SP No.1 BOT CHORD 2x4 SP NO.2'Except' 2-14: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-114 oc bracing. REACTIONS. (IWsize) 2=1267/0-8-0, 8=1197/03-8 Max Hoa 2=264(LC 10) Max Uplift 2=-652(LC 10), 8=-575(LC 10) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3821/2505, 3-4=-2926/2033, 4-5=-2293/1794, 5-6— 1490/1224, 6-7=-981/736, 7-8=-11461902 BOT CHORD 2-15=-2365/3540, 14-15= 2370/3554, 13-14=-1205/1831, 11.13=-660/101 a, 9-11=-664/993 WEBS 3-14=-920/645, 4-14=-585/1035, 7-9=-564/945, 6-13=-521/920, 6-9=-725/584, 5-13=-829/649, 5-14=-474/805 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=16Omph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.OpsY h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 1-8-0, Interior(1) 1.8-0 to 10-9-1, Exterior(2) 10-9.1 to 19-2-15, Intedor(1) 19-2-15 to 20-9-1, Extedor(2) 20-9-1 to 32.2-4 zone; cantilever 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 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) Bearings are assumed to be: , Joint 8 SYP No.2 crushing capacity of 565 psi. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 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 Ib uplift at Joint(s) except Qt=lb) 2=652, 8=575. Joaquin Vela= PE No.68182 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 3361D Date: December 17,2019 O WARNWG- Verity tleslgnpammefe. and READ NOTES ON THIS AND/NCLUDED MDEK REFERANCE PAGE MX74Tl rev. fOlui BEFORE USE Design valid for use any with MOekO COMDOWS. MIS design Is based only upon parameters shown, and is for an Individual building component, not ��- a truss system. Before use, me building designer must verify me cppllcablllN of design parameters and property Incorporate this design Into the overall ,bulldIngdesign. Bracing Moldered is to prevent buckling of individual truss web and/or chord members only. Additional temporary and pannanentbracing MOW Is always required for stability antl to prevent collapse wM possble personal Injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANSVIPII Quality criteria, DS629 and BCSI Wldbp Component Safety Infomralohavallable from Tnass Plate Institute, 218 N. Lee Sheet Suite 312, Alexondda, VA 22314. 6904 Parke East BNd. Tampa, FL W610 Job Truss Truss Type City Ply LOT 7!/0/B INDIAN RIVER ES T78929790 2198080 A09B Hip Truss 1 1 Job Reference o lional builders rrrstSaUrae )rient ury, I-L), Maui City, FL - 33567, 8.240 s Dec 6 2019 MITek Industries, Inc. Tue Dec 1713:44:38 2019 m 61 6.00 F12 Sx6 = 5xfi = 3x4 = 5x6 = I -. L! __ _. ._ .__ __ 1d V 3x6 = 2x4 II 46 = 3x4 = 3x6 = 5x8 = 348 3xe = Scale = 1:661 11 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 [nor YES Code FBC2017rrP12014 CS1. TC 0.99 BC 0.90 WB 0.52 Matrix-MSH DEFL. Verl(LL) Vert(CT) Horz(CT) in (too) Vdefl Ud -0.23 12.13 >999 240 -0.4512-13 >983 160 0.09 9 n/a We PLATES GRIP MT20 244/190 Weight: 210 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing. 11-14: 2x4 SP No.1 WEBS 1 Row at midpt 5-13, 6-10 WEBS 2x4 SP No.3 REACTIONS. (Itt/size) 2=1428/0-8-0, 9=1353/Mechanical Max Horz 2=280(LC 10) Max Uplift 2=-732(LC 10), 9=-656(LC 10) Max Gmv 2=1462(LC 15), 9=1353(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All fames 250 (lb) or less except when shown. TOP CHORD 2-3=-2538/1484, 3-4- 2093/1357, 4-5=-1836/1277, 5-6=-1864/1246, 6-7=-892J712, 7.8=-1028/702, 8-9=-1324/926 BOT CHORD 2-15=-1408/2301, 13.15=-1408/2299, 12.13=-1226/2008, 10-12=-966/1565 WEBS 3-15=0/266, 3-13= 603/433, 4-13- 378/763, 5-13_ 386/212, 5-12=-259/299, 6.12=-180/610, 6-10=-10911709, 7-10=-35/298, 8-10=-686/1183 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=5.Opsf; h=15ft; 9=45ft; L=24tt; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(l) 1-8-0 to 10-M, Exledor(2) 10-" to 16-0-0, Intedor(1) 16-0-0 to 29-". Extedor(2) 29-M to 36-7-4 zone; cantilever left and fight 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 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Bearings are assumed to be: , Joint 9 SYP No.2 crushing capacity of 565 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001la uplift at Joint(s) except (t=lb) 2=732, 9=656. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data: December 17,2019 Q WARNING-ItsdtydeegePv,sardwsand HEAD NOTES ON TNLSAND INCLUDED NREKNEFERANCEPAGEM674Tlrev. iWYfDISBEFORE USE Design valid for use only with MRek* connectors. this design Is based only upon parameters shown. and Is for an Indivlducl building component, not a fruss system. Before use, the building designer must verity Me applicability of design parameters and properly Incorporate this design Into Me overall building design. Bracing Indicated 0 to prevent buckling of Individual Inas web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible, personal hlury and property damage. For general guidance regarding Me fabrlcaMon storage, delivery. erection and bracing of pusses and i systems saeANSVIPIt QuaCriteria, DS549 and BC81 Building component Safety Infamratlarravatioble from Truss Plate Instflute. 218 N. We Street, Suite 312, Alexandria, VA 22314. ��- MiTek' 69M Parke East Blvd. Tempe, FL 33610 Job Truss Thus Type Illy Ply LOT 7170/11 INDIAN RIVER ES T78929791 2198080 A10 Hip Truss 1 1 Job Reference (optional_ Builders First5ource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1713:44:39 2019 Page 1 I D:xZpBkW mmOHCg6fGU W AKsgmCf2U-JgZOjSnybfPS9NbJrOjsGOyw_Lhy7FV9PbOKhyB29M 1-40 11 ~0.I 27-0I 5244-007 0.0.71-4.0&370 Scale-1:59.4 6.00 FT 5x8 2x4 II Sx8 = 4 19 20 5 21 22 6 11 3x6 = 2x4 II 3x4 = 5xB = 3x4 = 2x4 = 3x4 = 8-47 13.0.0 20-0-0 27-0.0 32-40 0 V7 V B I ]-40 1 7.0.0 5-4-0 Plate Offsets (X Y)-- [3:0-3-0 0-3-4] [4:0-6-0 0-2-8] [6:0-6-0 0-2-81 [10:0-4-0 0-3-01 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.22 13.16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.84 Vert(CT) -0.33 13-16 >999 180 BCLL 0.0 Rep Stress Incr YES We 0.95 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 187 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-2 0o bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 4-10 REACTIONS. (lb/size) 2=1264/0-8-0, 8=1189/0-3-8 Max Hom 2=264(LC 10) Max Uplift 2=.655(LC 10), 8=-577(LC 10) Max Gmv 2=1269(LC 15), 8=1189(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2159/1342, 3-4=-1698/1213, 4-5=-1429/1147, 5-6=-1427/1145, 6-7=-9847724, 7-8=-1144/876 BOT CHORD 2-13=-1272/1966, 11.13=-1273/1963, 10-11=-949/1519, 9-10- 530/826 WEBS 3-13=0/292, 3-11=-616/444, 4-11=-234/575, 5-1D=-442/452, 6-10=5641876, 6-9=-471/451, 7-9=-644/1027 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=5.Opsf; h=15tt; B=45ff; L=241t; save=4tt; Cat. II; Exp C; Encl., GCpi=0.18: MW FRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Intedor(1) 1-8-0 to 8-9-1. Exterior(2) 8-9-1 to 17-2-15, Intedor(1) 17-2.15 to 22-9-1, Extedor(2) 22-9-1 to 32-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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.Opst. 6) Bearings are assumed to be: , Joint 8 SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 100lb uplift at joint(s) except gt=lb) 2=655, 8=577. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Q WMNWG.Ved/ydeslgnpax efemand READ NOTES ON W1SANDNCLUBEGMRFKREFERANCEPAGEMO-rMMK 1�15BEFORE USE Deslgn v011d for use only with M6ek® connecbrs. fie 00"gn Is based only upon parameters shown, antl l5 for an IndMtlual bulltling component not ��- a truss system, aefO a use. the bulltling deslgne� must vetlfy ttie appllcobllity of design Parameters and properly IncOipOiMe MIIS tlesign Into Me overall bulltling design. Bracing Indicated a to prevent buckling of IndMdual tmss web and/or chortl members only. Adtlikanal temporary ontl bradnD �AT . paimanent 6 always required for stablliry and to prevent collapse with possible personoi injury and propeM damage. For general guldwce regarding the rYr[ I�ik- fabrlcaean, storage, tlelNery, erection and bracing of pusses ontl buss systemA seeAN5Utp11 poollIl1yy �.19t111a, DSO-09 end 9C916u1of Wmlxonmt 3aM1fV InSomralbmvotoble from Truss Plate InseMe. 218 N. Lee Sheaf. SUB. 312. Alexond' . VA 22314. fi904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Cry Ply LOT 7701e INDIAN RIVER ES T78929792 2198080 A11B Half Hip Truss 1 1 Job Reference (optional) owmnitl r1rulouUrw lrimn Idly, ry, More Ury, M-JJ>b/, -1-4-0 5-94 11-0.0 2 5x6 = 4 a:44U s Use o 2u19 Ml i ex moumnes. Inc. 30 = 5,6 = 21 22 5 23 6 24 2526 I IJ:44AU 2U19 Yage 1 V6Bl2 W h1CeO3LM7y829L 36-9-0 F 2-9-0 Scale-1:65.0 5x8 = 7 15 -' 13 '- -- 11 -- 10 9 4x6 = 3XS = 4x6 — 3x4 = 3x6 — 3x6 = 3x6 = 3xB = LOADING 11 SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.30 15-18 >99B 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.2-5 BC 0.82 Vert(CT) -0.6515-18 >680 180 BCLL 0.0 ' Rep Stress 1, YES WB 0.59 Horz(CT) 0.09 9 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 207 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 -Except- BOT CHORD Rigid ceiling directly applied or4-9-15 oc bracing. 2-14: 2x4 SP No.1 WEBS 1 Row at midpt 5-15, 7-11 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1428/0-8-0, 9=1353/Mechanical Max Harz 2=280(LC 10) Max Uplift 2= 732(LC 10). 9=-656(LC 10) Max Grev 2=1433(LC 15), 9=1353(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2538/1662, 3-4=-2210/1449, 4-5=-1952/1394, 5-6=-2297/1595, 6-7— 1868/1294, 7-8=-739/506, 8-9=-1349/912 BOTCHORD 2-15=-1642/2324, 13.15_ 1492/2316, 11-13=-1208/1904, 10-11=-398/633 WEBS 3-15=423/406, 4-15=-244/671, 5-15=-564/250, 5-13=-171/280, 6-13=-355/515, 6-11=-739/652,7-11=.977/1544,7-10=-872f7OO, 8-10=-757/1200 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=S.Opsh h=15f ; B=45ft; L=24ft; save=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1.8.0 to 6-9-1, Exterior(2) 6-9-1 to 15-2-15, Interior(1) 15-2-15 to 29-9-1, Exterior(2) 29-9-1 to 36-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother 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) Bearings are assumed to be: , Joint 9 SYP No.2 crushing capacity of 565 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt=lb) 2=732, 9=656. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Patka East Blvd. Tampa FL 33610 Date: Job Truss Thus Type Oty Ply LOT 7f70/8 INDIAN RIVER ES 718929793 2198080 Al2 Hip Truss 1 1 Jab Reference p tional Builders FirstSource (Plant City, FL), Plant City, FL-33567, 5x8 = 18 19 20 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 13:44:41 2019 Sx8 - 5xS = 622 Scale =1:57.4 4x6 = 5x8 = 3x4 = 2x4 = 3x6 G 3x4 = I -1--29-0-0 2.0 64] I 470.0 000.0 9.0-0 3 Plate Offsets (X,Y)- 12:0-2-9,0-1-8] [4:0-6-0 0-2-61 [5:0-4-0 0-3-41 16:0-6-00-2-81 [10:0-4-0 0-3-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.76 Vert(L-) -0.29 12-15 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.81 Ven(CT) -0.6212-15 >623 160 BOLL 0.0 ' Rep Stress [nor YES WB 0.41 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017frP12D14 Matrix-MSH Weight: 175 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 5-6,4-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' BOT CHORD 10-11: 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 *Except* 4-10,6-10: 2x4 SP No.2 REACTIONS. (Ib/size) 2=1264/0-8-0, 8=1189/03-8 Max Horz 2=264(LC 10) Max Uplift 2=-655(LC 10), 8=-577(LC 10) Max Grav 2=1280(LC 15), 8=1189(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2168/1422, 3-4>1872/1251, 4-5=-1725/1268, 5-6=-1720/1264, 6-7=-772/545, 7-8=-1188/828 BOT CHORD 2-12=-1395/1988, 10-12=-1077/1675, 9-10=-421/661 WEBS 3-12=-394/387,4-12- 120/516,4-10=-139/287, 5-10- 565/574,6-10- 844/1261, 6-9=-647/505, 7-9=-666/1050 Structural wood sheathing directly applied or 2-2-0 Do puffins, except end verticals. Rigid ceiling directly applied or 5-3-0 oc bracing. 1 Row at midpt 6-10 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=4.2ps1; BCDL=5.Opsf; h=15ft; B=45f; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -14-0 to 1-8-0, Interior(l) 1-8-0 to 6-9-1, Extedor(2) 6-9-1 to 15-2.15, Interior(1) 15-2-15 to 24-9-1, Extedar(2) 24-9.1 to 32-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 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, with BCDL=10.0pst. 6) Bearings are assumed to be: , Joint 8 SYP No.2 crushing capacity of 565 psi. 7) Bearing at Joint(s) 8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (jt=lb) 2=655, 8=577. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 66U 6904 Parka East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARNING- Verltydevlgn Parsmefere antl READ NOTES ON TN/SAND MCLUDED MREKREFERANCE PAGEMM174rsrex. 1a4taQO1SBEFORE USE Design valid for use only with MBek8connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a muss system. Before use, the building designer mustverlfy the oppllcabllily of design parameters and properly Incorporate tNs design Into Me overall . building design. Bracing Indicated is to prevent buckling of lncMdual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for sfablllly and to prevent collapse wIM possible personal Injury and properly damage. For general guidance regarding Me fobricalon, storage. delivery, erection and bracing of tmstes and muss systems, seeµ3UlP11 puppy Mitotic, DSB49 mid SCSI MrSdbp Component Softy hfpenplbrxlvallable from Truss Plate Insfllute, 218 N. Lee Street Sulfa 312, Alexandria, VA 22314. ��- MiTek' 69M Parke East BW. Tampa. FL 33610 Job - Truss Oly Ply LOT 7170/11 INDIAN RIVER ES T78929794 2198060 A133 �Truras`rypo Hip Truss 1 1 Job Reference (optional) Buitaers Flrstboufce (Plant city, FL), Plant City, FL - 33557, a.24u s uec b 2ale Ml l eK Inaustaes, Inc. I ue uec i L aJ:44:42 Zu1 a rage 3 I D:xZpBk W=OHCg6fGUWAKsgmCf2U-jFFSMTpquanl OgKLiX9HZueandZi?9Yl vNgoxOy629J 1-4-0 49-4 9.0.0 169-0 22-fi-0 29-3-0 3G0-0 36-9i0 r1-4-0 4-9.4 4-2-12 fi-&0 i fi-9-0 i 6-9-0 6-9.0 9- Scala = 1:67.8 5.6 = 4x10 MT20HS II 30 = 5x6 3x6 = Sx6 = 3 21 22 4 23 5 246 25 7 g ,a 3.4 = 4x6 = 30 = 4x6 = 3x4 = 3x8 = 10x16 MT20HS = LOADING (psQ SPACING- 2-M CSI. DEFL. in (lac) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.32 15-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.88 Vert(CT) -0.46 10-11 >951 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matnx-MSH Weight: 1881b F7=20% LUMBER- - BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-1.14 oc pudins, 1-3: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.1 'Except* BOT CHORD Rigid ceiling directly applied or 4-4-5 oc bracing. 12-14: 2x4 SP No.2 WEBS 1 Row at midpt 4-15.6-10 WEBS_ 2x4 SP No.3 *Except* e-9: 2x4 SP No.2 REACTIONS. (lb/size) 2=142810-8-0, 9=135a/Mechanical Max Hoe 2=280(LC 10) Max Uplift 2= 732(LC 10), 9=-656(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2438/1445, 3A=-2110/1426, 4-5=2716/1697, 5-6=-2106/1288, 7-8_ 482/249, 8-9=-747/364 BOT CHORD 2-15=-1395/2090, 13-15=-1742/2698, 11-13=-1647/2599, 10-11=-1123/1787 WEBS 3-15=-188/670,4-15=-832/414, 5-11=-683/533, 6-11=-337/770, 6-10=-1972/1257, 7-10=-155/641 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; save=4@; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-0-0, Extedor(2) 6-M to 12-0-0, Intedor(1) 12-0-0 to 33-M, Exterior(2) 33-0-0 to 36-7-4 zone; Cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequatedrainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurent 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 fit between the bottom chord and any other members. 7) Bearings are assumed to be: , Joint 9 SYP No.2 crushing capacity of 565 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except 61=1b) 2=732, 9=656. Joaquin Velez PE No.68182 MTak USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARNING- VerhydealgoPntrneleroeld REABNOM ON M5MD INCLUDED MREKREFENANCEPAGEMLL74M mv.]ONY1015BEFOREU3E Designvalidforuseonlyw1t11Mine connectors. this tlesignk hosed only upon parameters shown ontl Is far an Intlivitlual bu0tling component,not ��- o huss system, Before use, me bu"ding designer must ve" the oppllcoblIM/ of Oeslgn Parameters and properly Incoryorofe this deygn Info the overall temporary and permaneMbrocing . bulltling tlesign.&acing Indicated k o prevent buaklingof lndMdualfruss web anal chord memberonly. Ad or MiTek' Is always reauiretl for stobatiy and to prevent collapse wim passible personal Injury ontl property tlomage. Far general guidance regarding me fabticatior storage, tlelNery. erection and bracing of muses ontl truss sysfemg seeAN41/IPII peoeh CM�M, 03649 m1E BLSI 6uldbg Component Inolul. 218 N. Lae 6904 Parke Eest aNd. Tempe, FL 33810 Solety Mrgrmplimavallabie from truss Plot. Street Suite 312. Alaxantlea, VA 22 14. Jab Truss Thus Type mY Ply LOT 7f70/13 INDIAN RIVER ES T78929795 2198080 A14 Hip Truss 7 1 Job Reference (optional) bullanrs nrsuoa,. team wry, ry, rlam idly, rL- Mbb7, 4xe = 4 3x4 = 19 20 5 21 b.z4U s uec b Lulu mtl ex InauSmes. mc. I ue uec 17 TJ:44:4a 2uie vaire i Scale = 1:57.4 Skiff = 4x6 = 6 2223 7 3x8 G 3x8 = 30 = 30 = US = 4.6 = 2x4 = LOADING (psQ SPACING- 2-0-0 CS1. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.20 it >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.40 9-11 >977 180 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.08 8 n1a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 171 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 off puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or4-e-2 oc bracing. WEBS 1Row at midpt 5-13,7-9 REACTIONS. (lb/size) 2=1284/0-8-0, 8=1189/0-3-8 Max Horz 2=297(LC 10) Max Uplift 2=-650(LC 10), 8=-582(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2267/1487,3-4=-1987/1278,4-5— 1741/1236,5-6=-2189/1461,6-7=-1531/972, 7-8— 1131/797 BOT CHORD 2-13=-1555/2010, 11-13=-1461/2189, 9-11=-994/1556 WEBS 3-13=-363/354, 4-13=-203/576, 5-13=-630/267, 5-11=-173/319, 6-11=-525(713, 7-9=-113611793, 6-9=-797/709 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.OpsY h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1.8-0, Interior(1) 1-8-0 to 4-9-1. Extedor(2) 4-9-1 to 13-2-15, I1113-2.15 to 29-2-4, Extedor(2) 29-2-4 to 32-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi 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) Bearings are assumed to be: , Joint 8 SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) except at=lb) 2=650, 8=582. Joaquin Volez PE No.88182 MiTek USA, Ina FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Data: December 17,2019 Q WABNWG. VeNty des15nperemefersend READ NOTES ON TNISAND WCLUDED MREKREFERANCEPAGEMW7473 rev. 1a1k3gUfSREFOItE USE Design valid for use only with MBekO connectors. Tins design Is based only upon parameters shown and Is far an IndNlduol building component, not a hum system. Before use, the building designer must verity Me applicability of design parameters and properly Incorporate this design Into the overall . buiidingdesign. Bracing Indicated istoprevent buckling oflncildcluaihussweb and/or chord members only. Addlllonaltemporary and permanentbradng MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication storage, delivery. erection and bracing of muses and huss system& seeAN9Urp8 QuamCID (a. DSB49 said BCSI Madbg Component Snbty Mlormplbnwolioblefram Tmss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, 1111114. 69M Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Olt` Ply LOT W70/8 INDIAN RIVER ES T78929796 2198080 A15 Half Hip Thus 1 2 Job Reference o tional Builders FrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MTek Industries, Inc. Tue Dec 1713:44:44 2019 Scale =1:65.2 5x6 = 3x6 = 5xB = 5x6 = 3x4 II 14 13 12 11 10 9 a 3x6 = SO = 2x4 11 3a8 = 6x8 = 3x8 = 4x10 MT20HS= 4z70 MT20HS= LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Ven(LL) 0.52 11.12 >853 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.P5 SC 0.76 Ven(CT) -0.6211-12 >705 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO W B 0.90 Hom(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 367 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc pudins, 1-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied orb-1-2 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 6-8 REACTIONS. (lb/size) 2=2887/0-8-0, 8=3035/1viechanical Max Harz 2=243(LC 8) Max Uplift 2=-1824(LC 8). 8=-1897(LC 8) Max Gmv 2=3401(LC 13). 8=3491(LC 13) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-6901/3565, 3-4=-6234/3306, 4-5=-9136/4940, 5-6=-6062/3292, 7-8=-059/411 BOT CHORD 2-14=-3264/6135, 12-14=-4940/9136, 11-12=-4853/8959, 9-11=-4853/8959, 8-9=-3292/6062 WEBS 3-14— 1039/2421,4.14=-3305/1814,4-12=0/473, 5-11=0/460, 5-9=-3217/1733, 6-9=-564/1739, 6-8=-6618/3595 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 Ga. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 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 root live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=S.Opsh h=1 Sit; B=45ft; L=24ft; eave=5tt; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) All plates are MT20 plates unless otherwise Indicated. 7) This truss has been designed for a 10.0 pat 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 3-64) tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearings am assumed to be: , Joint 8 SVP No.2 crushing capacity of 565 psi. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by othem) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Joaquin Velaz PE No.68182 2=1824, 8=1897. 12) Girder camas hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. MTek USA, Inc. FL Con 66U 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 762111 down and 3601b up at 6904 Parke East Bind. Tampa FL 39810 7-0.0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Data: December 17,2019 6d1GE(F)1Afandam O WARNING. Verity 0ea15n N...f...d READ NOTES ON THIS AND WCLUDW MGIEKREFERANCE PAGEMzPmnmv. 11032015SEFORE USE Deagn volitlfor use only wIM MTek®connecfors. AB tlesighls basso oNy upon parameters showr ontl b for on IntlMduol building component not a buss system. Before use. tha bulld1nG designer must verily Me appllcob"' of oesign parameters and oropery Incorporate mU daslgn Nto the overall . building daslgn.&aclnGlnolcafed is to prevent bucklingoflndNitluplt�ss web and/or chore members only. Atldlin femaorgry and permanent bracing U always requlretl for .andfo prevent collapse wlih possible personal Inlury pntl properly damage. For general gultlance regortling the fobrlcotlon, sroroge, tlelNery, erection and bracing of trusses and buss systems seeAN51/IPII QOpp�y Cm�M, DSa-09 one EC61 Bultlbp C rrpon.nt sobb hrfarmplbnwallablo ham Toss plate Irs111We. 21a N. Lee Street 5ulfe 312 Alexanor'. VA 22314. �'- MiTek' 69M Peke East BNa. Tampa. FL 33610 Job Truss Thus Type OtY Piy LOT 7170/8 INDIAN RIVER ES T18929796 2198080 A15 Half Hip Truss 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Dec 62019 MfTek Industries, Inc. Tue Dec 1713:44:44 2019 Page 2 ID:xZpBkWmmOHCg6fGUWAKsgmCt2U-goNVm9r5PB11F8UHeZl1 z3frOMORdOIEJNv0vy829H LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54,3-7=-120(F=-66), 14-15=-20, 8-14=-44(F=-24) Concentrated Loads (lb) Vert: 14=-475(F) AWARN/NG-Veritydes/gnpernmelernonOREAGNOTESGNTNISANDWCLUBEGMNEKREFERANCEPAGEMR74mmv. 10,1031015BEFORE USE Design valid for use only with Mgek®connectors. this design Is based only upon parameters shown, and Is for an indlvldual building component, not a huss system. Before use, the bulltling designer must verify the applicability of design parameters and properly Incomorate this design Into the overall burpingde9gn. BrocingIndicated Istoprevent buckling oflndNklualtruss web and/or chard members only. Addltlonaltemporary and permanent bracing MiTek' . Is always required for sl0blllty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems. seeANSVWII Dual Criteria. DSB49 and SCSI Building Component Safety Infoenatborwalloble from Trtilluss Plate Instituter 218 N. Lee Street. Suite 312. Alexandria. VA 22314, 69M Palle East BNd. Tampa. FL 33610 Job Truss Truss Type Oty Ply LOT 7ROISINDIAN RIVER ES T78929797 2198080 A16 MONO HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 13:44:45 2019 Scale=1:58.3 6x14 MT20HS 3x6 II 7x10 = 4x/2 = 4x6 II 6.OD 12 3 4 17 5 18 6 19 7 1.5x8 STP = 2 g1 13 12 11 10 9 8 5x8 = 3.6 II 4x10 MT20HS = 2.4 U12 MT20HS = 6.12 MT20HS = 6xB = 7.n-n 1'_..Id 1.,n 19-11.e r1i 7-0-0 16-4-14 16-3-2 63-2 6-414 Plate Offsets (X Y)-- [2:0-1-11 Edael [3:0-4-12 Edae1 [5:0-5-0 0-4-81 16:0-3-8 0-2-0] 17:Edoe 0-3-81 [9:0-6-0 0-341 LOADING (pal SPACING- 2-0-0 CSI. DEFL. in (toe) VdeB Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.90 Vert(LL) 0.56 10-11 >691 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.6710-11 >579 ISO MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO We 0.94 HOrz(CT) 0.20 8 r✓a r1a BCDL 10.0 Code FBC2017/TP12014 Matdx-MSH Weight: 185 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-3: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 'Except' BOT CHORD 9-12: 2x4 SP M 31 WEBS WEBS 2x4 SP No.2 *Except* 3-13,4-11,5-10,6-9: 2x4 SP No.3 WEDGE Lett: 2x4 SP No.3 REACTIONS. Ili 8=2630/04-0, 2=2490/0-8-0 Max Hom 2=233(LC 8) Max Uplift 8=-1640(LC 8), 2=-1673(LC 8) Max Gmv 8=3026(LC 13), 2=2938(LC 13) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5877/3017, 3-4=-7262/3911, 4-5=-7256/3905, 5-6=4595/2490, 7-8= 382/337 BOT CHORD 2-13=-2763/5220, 11-13= 2774/5261, 10-11=-3731/6908, 9-10=-3731/6908, 8-9=-2490/4595 WEBS 3-13=-271/983,3-11=-1292/2368,4-11=-1033/869,5-11=-237/399,5-10=0/385, 5-9=-2644/1419,6-9=-530/1567,6-8= 5185/2819 Structural wood sheathing directly applied or 2-M oc pudins, except end verticals. Rigid ceiling directly applied or3-8-14 oc bracing. 1 Row at midpt 3-11, 5-9 2 Rows at 1/3 pis 6-8 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; 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 nonconcument 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) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except 01=11e) 8=1640, 2=1573. 9) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 10) Hangegs) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7621b down and 3601b up at 7-" on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 Joaquin Velez PE No.66162 111i USA, Inc. FL Cat 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Crmfnu.do e2 Q WARNING- vedrydeslgn Pammeremand REAONOTE50NMOMD/NCLUGEOMi KREFERANCEPAGEM674Mmre fa'OYlO15BEFOREUSE Design valid for use only with M6ek® connectors. This design Is based only upon parameters shown. and Is for on Inc hroual bullding component. not a me, system. Before use. Me building designer must verify Me applicability of design parameters and properly Incorporate Mls design Into Me overall buildingtleslgn. BraainglndlcatedIsto prevent bucklingofMdlvldualtruss web and/or chord members only. Addltlonaltemporary and permanent bracing MiTek' . Is always required for stability and to prevent collapse WIM possible personal injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and huss systems seeANSM11 Quality Criteria, DS6-09 and ICSI Building Component 6904 Parke East Blvd. Sally Inloanalbnavalloble from Trues Plate Institute. 218 N. Lee Sheet Sulta 312, Nexandrio, VA 22314. Tampa, FL M610 Job Thus _ Truss Type Qty Ply LOT W70/8 INDIAN RIVER ES T10929797 2198080 A16 MONO HIP 1 1 Jos Reference (optional) Builders FiistSource (Plant City, FL), Plant City, FL-33567, 8.240 s Dec 62019 MiTek Industries, Inc. Tue Dec 17 13:44:45 2019 Page 2. ID:xZpBkWmmOHCg6fGUWAKsgaCf2U-BgwH Vs)AV9ct13TCHgGWHCxgmkBMr1 NXL2SVLyB29G LOADCASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3_ 54, 3-7=-118(F=-64), 13-14=-20, 8-13=-44(F=-24) Concentrated Loads (lb) Vert: 13=-475(F) Q WANNWG-VerdydaegngmMeten end READNO7 ON TNSANDWCLUOEOM1TEKREFERANCEPAGEMM17079rev. 1M1t2015BEFORE USE De90n valid for use only wIM MRea connectors. ihls tleslgn n basetl oNy upon parameters shown, antl b ror an Ind ool bullding component, not �� a Huss Mfem. Before use, me bulltling tleslgner must ve4N fhe appllcoblllty of tleslgn Poramefers antl properly Incorporate fNs tlee9n Into the overall bulldln9desI n BracinglntllcatetllstopteventbucklingoflndNkluoltnnsweband/orchortlmembersonly. AtldltlonaltemporaryantlpertnanentDradng Welk' . Is always requlretl for sfab011y and io prevent collapse with pasUbla personal Inlury antl property tlamoge. For general 9ultlanoe rel)ortling ills to, _ctlon storage. tleINery. erection and brocing of busses and truss systems _.MSUO'Il Cu CdtMdu, OSM9 rind SCSI tIWdS a Componrrnt SW I, inlomsrilbnavallable from Tn1ss Rate Instflufe. 218 N. Lee Street. Sulfa 3,Z Alexantlria. VA 22 14. 6904 Parke East BNtl. Tempe. FL 33610 Job - Truss Truss Type Oty Ply LOT 71701B INDIAN RIVER ES T78929798 2198080 B02 ROOF TRUSS 2 1 Job Reference (optional) B.24V a Uea B 2U110 au I ex mousmes. Inc. I us Uac l , 1 4:44:4a zul e tlullaera FlrobOUra6 )Flam Uty, FL), VIM Uly, FL- 33567. 1-4-0� 5-54 4-10.12 3z4 = 4 Scale = 1:37.6 Io z%4 it Jx4 = zzV 1, 3x6 = 3.6 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (IDc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.89 Ven(LL) -0.35 10-13 >713 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.4310-13 >574 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(CT) 0.03 6 n/a n1a BCDL 10.0 Code FSC2017/TP12014 Matrix-MSH Weight: 88 lb FT-20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-5-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=837/0-8-0, 6=837/0-8-0 Max Horz 2=-215(LC 8) Max Uplift 2=-462(LC 10), 6=-462(LC 10) Max Grav 2=842(LC 16), 6=842(LC 17) FORCES. (lb) - Mar. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1261/731, 5-6-12601731 BOT CHORD 2-10=-421/1106, 8-10=-432M 045, 6-8=-421/1120 WEBS 3-5=-1168/986, 3-10=0/300, 5-8=0/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; 6y C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Intedor(1) 1-8-0 to 7-4-0, Exledor(2) 7-4-0 to 13-4-0, Intedor(1) 13-4-0 to 19-0-0. Exte4or(2) 19-0-0 to 22-0-0 zone; cantilever left and light exposed; end vertical left and tight exposed;C-C for members and tomes & 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 nonconcunem 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, with BCDL=10.Opsf. 5) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100lb uplift at joints) except Qt=lb) 2=462, 6=462. 7) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Joaquin Velez PE No.68182 MTok USA, Inc. FL Cart 66U 6904 Parka East Blvd. Tampa FL 33610 Data: December 17,2019 O WARNING. Verlrydesi94pmemelerserdf? A NOTES ON MZMDINCLUDEDM KREFERANCEPAGEa 74M.. 1GDY2015BEFORE USE DedgnvalltlforuseonlywlihMnek�connectors. fib design b based o'y upon pommeters mown. antl Is for and dlVdu bu0tlin9 component, not ��- a buss system. Before use, ma buYtling tledgner must verify me opPllcoblllty of tlaslgn parameters antl properly, Inc0,porote mis delInto the overall 0.11cngd.agn. 6rocinglndlaotedbtopreventbucklingoflndlRolhuesRlb of.,chordmembersonly. Atldir naltemporaryandpermanenibmcing MiTek' • a always required for stabllW antl to prevent collapse with pos4ble person' Injury antl property tlomage. Far genial guidance re{prtling me fobrlcason, storage. tlelNery. election and brocln8 of busses and buss systems, saeANSU1P11 pen6ty C,Bnb, D6B-09 oOE BC91 Buldlsp Cemponmf ham Truss Plate IrIstlMe, 218 N. Lee sheet. Suke 312, Alexontlrlo. 22 fi9o4 Palle East BNd. Tampa, FL 33610 sabt9lnrasmatblxrvoiloble VA 14. Job Truss Thus Type - city Ply LOT 70018 INDIAN RIVER ES T78929799 2198080 Sm ROOFTRUSS 3 1 Job Reference o tional builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1713:44:47 2019 Page 1 ID:xZpBkW mmOHCg6fGU W AKsgaCf2U-4D21 PBtzi6PK6cCsJiskbiHHtaR4quYg70QcDy829E r -1-0-0 5-5-0 10.4-0 15-2-12 20.&8 1-0-0 1 5-5-0 1 410-12 1- 4.1 -12 1 5.0.12 It Scale = 1:36.8 3x4 1 zxc 'Iaxn = exa u 3x6 = bx8 = 6 n d Plate Offsets fK,Y)-- 14:0-2-150-1-81 f6:0-0-00-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lac) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.36 9-15 >677 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Ven(CT) -0.47 9-15 >522 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.36 Hall 0.04 6 n/a rl/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 861Is FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 6=748/0-3-8, 2=825/0-8-0 Max Horz 2=207(LC 9) Max Uplift 6=353(LC 10), 2=-459(LC 10) Max Gray 6=758(LC 17). 2=831(LC 16) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12211740, 5-6=-12191737 BOT CHORD 2-9=-509/1053, 7-9=-519/992, 6-7=-508/1061 WEBS 3-5=-1106/1003, 3-9=0/299, 5-7=0/283 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 7-7-12 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=4.2psh BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 7-4-0. Extedor(2) 7-4-0 to 13-4-0, Intedor(1) 13-4-0 to 17-3-8, EMedor(2) 17-3-8 to 20-3-8 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) This truss has been designed for a 10.0 psf bottom chard 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, with BCDL = I O.Opsf. 5) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 61=11b) 6=353, 2=459. 7) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARNWO-Ve6rydes19rpar4metsys.v READ NOTES ON T MANOWCLUDWMRKREFENANOEPAGEM/474M.. 1003201SBEFORE USE Design valid for use only with Mgeke connectors. This design Is based only upon parameters shown. and Is for an IntlNitlual building component, not a truss system. Before use, the building designer must vetlty me applicability of design parameters and properly Incorporate he design Into the overall . building design, Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of husses and truss systems. seeANSWMII QuaBh Criteria, I)S6d9 and 6CM Building Component Sahli Nlarmolbrovoilable from Truss Rate Intl 218 N. Lee Street Suite 312, Alexandra. VA 22 14. ��- MiTek' 69M Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply LOT W70/8 INDIAN RIVER ES T78929800 2198080 804 Hip Truss 1 1 Job Reference (optional) 8.24U s Uec 8 2U19 MI I ex mausme5. Inc. I Ue Uec 1 / 13:44:48 2Ule Faae 1 tfml6Brs mrsibource triam Uny, r-L), Hart clty, FL- 33567, 46 = 4 Scale =1:38.3 3x6 q 3x4 = 3x6 = 3x4 = 3x6 Q LOADING (psfJ SPACING- 2110 CSI. OEFL. in (loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Ver(LL) -0.15 9-17 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.31 9-17 >801 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.19 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC20171FP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=837/0-8-0, 7=837/0-8-0 Max Horz 2=191(LC 9) Max Uplift 2=-462(LC 10), 7=-462(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1311/975, 3-4_ 1030/773,4-5=-873/769, 5-6=-10301773, 6-7=-1311/975 BOT CHORD 2-11=-692/1250, 9-11— 365/912, 7-9=-692/1155 WEBS 4-11=-114/300, 5-9=-114/300, 3-11=-391/372, 6-9=392/372 PLATES GRIP MT20 2441190 Weight: 971b FT=20% Structural wood sheathing directly applied or4-9-15 oc puriins. Rigid ceiling directly applied or 7-0-1 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=4.2pst BCDL=S.Opsf; h=151t; B=45N; L=24ft; save=4ft; Cat. II; Exp C; Encl., GCpl=0.18: MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-7-5, Extedor(2) 4-7-5 to 16-0-11, Interior(l) 16-0.11 to 19-0-0, Extedor(2) 19-0-0 to 22-M zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS 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 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, with BCDL=10.Opsf. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except fit=lb) 2=462, 7=462. Joaquin Velez PE No.88182 MiTak USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARNWG.Ve,WdesiSnprremefe..dREADNOTES ON 7N/SANOINCLUOEOMREKREFERANCEPAGEMIF74MJr ... 1011=015 BEFORE USE Deslgn valltl for use oIy with M9ex®C�nne�tors. This tleslgn Is basetl only upon Parameters shown, antl b for on IodNlduol to ldi g component, not �'- a h 0 rynem. Before use, Me bulldlnB tlesl9ner must verity the oppllCablllty of design parameters and pmpe0y Incorporate Mils tleslgn Into the overall builtling tleslgn. Bracing lntllcatetl Bto prevent buckling of lndiMtlupl host web and/or chord members only. AddMonal temporary and permanent bracing MiTek' k always requaetl for sfablllry antl to prevent collapse with posGbte personal Inlury antl property tlamage. For General guidance regatling the bb4cotion, storage, delNery, erection and bracing of tosses and hues systems seeAN91/IPII puel8r CMnb. Da6d9 and r1G31 WIEYsp Cpmponenl Truss Plots In rliute, 2, 8 N. Lee Sheet 6904 Palle Eazt BNn. Temps, FL 33610 zoph Imemlatblgv.I.bt. ham Suite 312. Alexand" VA 22 14. Job Truss Truss Type Oty Ply LOT 7170/8 INDIAN RIVER ES T78929801 2198080 B05 Hip Thus 1 1 Job Reference (optional) Bu mers t-mabOurce (Plant Uny, Fld, Plant City. FL- 33567, 8.240 a Dec 6 2019 MiTek Industries, Inc. Tue Dec 1713:44:49 2019 a 4x8 = 3x4 = 06 = 4 5 axe = axis = US MT2011S = 6.8 = 3x8 = &&4 7 10.4.0 13-8-0 16.10.12 20.8-0 3.9.4 3-2.12 3-4-0 3-4-0 3.2-12 3-9.4 Scale=1:38.0 13 Plate Offsets (X,Y)-- [2:0-3-0,0-1.01, [6:0-3-0,0-1-0]. 18:0.3-8,0-3-0I' I10:03-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) Vdefl Ld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.16 8-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.25 8-10 >987 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.36 Horz(CT) 0.08 6 rda n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MSH Weight: 92 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 3-5: 2x4 SP No.2 BOT CHORD 2x4 SP ND.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1576/0-8-0, 6=1576/0-e-0 Max Horz 2=154(LC 7) Max Uplift 2=-960(LC 8). 6=-960(LC 8) Max Grev 2=1061(LC 13), 6=1861(LC 14) FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=3480/1646, 3-4- 3121/1560, 4-5=-3121/1560, 5-6=.3460/1646 BOT CHORD 2.10=-1300/3138, 8-10=-1474/3330, 6-8=-1300/3039 WEBS 3-10=-432/1212, 53=-432/1212, 4-10=-363/298, 4-8=363/298 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or4-8-12 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=5.Opsf; h=15h; 8=45ft; L=24ft; eave=4tt; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed fora 10.0 lost 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 tell by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at)oint(s) except Qt=lb) 2=960, 6=960. 9) Girder carries hip end with 7-0-0 end setback. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 733 lb down and 321 lb up at 13-8-0, and 733 lb down and 321 Ib up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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=-54, 3-5=-112(F=-58), 5-7- 54, 10-11= 20, 8-10=42(F=-22), 8-14=-20 Concentrated Loads (Ib) Vert: 10=-475(F) 8=-475(F) Joaquin Vela=PE No.68182 fill ek USA, Inc. FL Cart 6634 6904 Parke East BNd. Tampa FL 33610 Data: December 17,2019 O WARNING-Vsd1ydesl9nperame1ersend READ NOTES ON THIS AND INCLUDEDMREKREFERANCEPAGEMIFTIM... law!2015BEFOREUSE Design vOlitl br use only wlih MRel�s conneatars. 7hls tleLDn Is basetl oNy upon pa,Ometers shown. an Is for an IntllNtlual bulltling component, not a tnsss rystom. Before use, me to de"'le, must verify Ma opp"Oobllity 0f design panmetors Ond propoM Inoo,porole flak desgn IntoiT overall *ulltling 0 tlesgn. a cinB lntlicafacts to prevent buckling of lndbldup russ web andfor chordmembers oNy. AdOMlonal temporary and permanentbrcdrg MiTek' Q always requketl for s1ObIIMy antl fo prevent collapse with possible personal Injury antl propoM tlomage. 'orgenerd gultlance regcrtling the fobrlcOMon, storage, tl ".iv erec.on antl brocIng of busses antl buss systems seeAN9UIP11 Du CMede, DSed9 antl kC31 lWidklp Cemponr nl SMrrp Infalmalbrray."ON. ham Truss Plot. InstMute, 2m N. Lee Sheet Su11.3 12, Atexondrlo, VA 22314. 69N Parke East BNd. Tampa, FL 33610 Job Truss Truss Type City Ply LOT 7/70/8 INDIAN RIVER ES T78929802 2198080 CA JACK -OPEN TRUSS 12 1 Jab Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 13:44:49 2019 Page 1 ID:xZpBkW mmOHCg6fGU WAKsgrzCf2U-ObAogtvEElf2MvMER7vCg7MofNlsltdzSzOfh6y829C -Moo 0-11-4 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud TOLL 20.0 Plate Grip DOL 1.25 TO 0.20 Ve all 0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Ven(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress lncr YES WEI 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017TrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-3/Mechanical, 2=158/0-8-0, 4=-15/Mechanical Max Harz 2=79(LC 10) Max Uplift 3=-3(LC 1), 2=-195(LC 10), 4=-15(LC 1) Max Gmv 3=20(LC 10), 2=158(LC 1), 4=44(LC 10) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:7.6 PLATES GRIP MT20 244/190 Weight: 5111 FT 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOT CHORD 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=5.Opst h=15ft; B=45tt; L=24ft; eave=4f ; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp 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-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: Joint 3 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at Joint(s) 3, 4 except Qt=lb) 2=195. Joaquin Velez PE No.68182 MiTak USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 O WARNING. Vedrydes/SnpOnrmefersend BEAD NOTES ON TNISANU INCLUDED N/TEKBEFEBANCEPAGENII.74xerex. 10,11G¢015BEFOBE USE. De9gn valltl for use only wllh MRaI� connectors. ihls design h based only upon parameter shown, antl a for an Individual bulltling component. not �� o truss rystem. Before use, me bulltling tleslgnar must vetlty the appllcablllty of tleslgn parameters and properly Ncaporate tNs tlesign Into Me overall bullding tleagn. Bracing lntllcpted is to proventbucklingof I divltlual huss web antl/or chord - be.Atldleonal temporary antl pertnaneni bracing MiTek' V Is always I. ad for stability and to prevent collapse with posslble personal Injury antl property damage. For general guldance regoming me fa" Oran, storage, delNery. erection and bracing of hussas antl buss systems, seeAN5U1P11 Cu. dBBM, G6a-09 msd 6CSI6WEHp Compen.nl hem Truss Rate holm te. 218 N. Lee SUeet, fiLae 312, Alexandria. VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Seth Mrormetbpal able Job Truss Truss Type Oty Ply LOT W70/8 INDIAN RIVER ES T78929803 2198080 CAA JACK -OPEN TRUSS 2 1 Job Reference o tional Builders FrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MITek Industries, Inc. Tue Dec 1713:44:50 2019 Page 1 ID:xZpBkWmmOHCg6fGUWAKsgmCf2U-UokAI Dvs?l nu 3xR?QORDKvzPnbXI Kt6hdmDDYy829B • -1.4-0 0-11-0 Scale - 1:7.6 0-4.0 a11.4 a4.0 { 0.7-4 Plate Offsets (X Y)-- [2:0-4-0 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 5 >999 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Hom(CT) 0.00 3 Iva we BCDL 10.0 Code FBC2017/TPI2014 Matdx-MP Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-44/Mechanical, 4=-63/Mechanical, 2=247/0-3-0 Max Horz 2=79(LC 10) Max Uplift 3=-44(LC 1), 4=-63(LC 1), 2=-305(LC 10) Max Gray 3=71(LC 10), 4=103(LC 10). 2=247(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-secand gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45%; L=24ft; eave=4H; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 3,4 except 01=11c) 2=305, Joaquin Velez PE No.68182 MTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 ,&WARNING-Vedlydedanparametv..dREAD NOTES ON MMANDINCLUDEOMREKREFERANCEPAGEM0747aray. 100a4e15eEFOREUSE Design valid for use only wlth MReM connectors. this design Ls based only upon parameters shown, and Is for an Indivldual bullding component, not ��- a truss system. Before use, the bulding designer must verity the opplicabillty of design parameters and properly Incorporate this design Into the overall • building design. Bracing Indicated h to prevent buckling of IndNldual true web and/or chord members only. Additional temporary and permanent brachg MiTek- b always requlred for stoblllly and to prevent collapse with Possible personal Injury and property damage. For general guidance mgarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems weANSVWII Quality Cmarlu, call and BCSI Building Component Salary Inroenatlortovolloble horn Truss Mato Institute, 218 N. Lee Street, Suite 312, Alexondda, VA 22314, 6904 Parke East Blvd. Tampa, FL 33610 Job Truss - Truss Type Oty Ply LOT 7170/B INDIAN RIVER ES T78929804 2198080 CJ3 Jack -Open Truss 9 1 Job Reference (optional) bullaers 1-Ir515aDrCe (Plant Ulty, I-L), Plant Oity, FL- 33567, 8.24D s UeC B 2U1U MI Iell naumnes. me. I us Uec 1 T 1J:44:b1 2uiu retie 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udell Ud TCLL 20.0 Plate Gdp DOL 1.25 TC 0.20 Ved(LL) -0.00 4-7 >999 240 TCDL 7.0 LumberDOL 1.25 BC 0.09 Ved(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Horz(CT) -0.00 3 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=59/Mechanical, 2=195/0-8-0, 4=30/Mechanical Max Holz 2=132(LC 10) Max Uplift 3=-52(LC 10), 2=-157(LC 10) Max Gmv 3=68(LC 15), 2=195(LC 1), 4=49(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.7 PLATES GRIP MT20 244/190 Weight: 12 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or2-11-4 oc pudins. BOT CHORD 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=5.Opsf; h=15ft; B=45ft; L=2411; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone; cantilever 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 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 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYPNo,2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3 except (jt=lb) 2=157. Joaquin Velez PE No.68182 MiTak USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARNING -Verity des/gn paramafen and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MX74Ta rev- feeG2015 BEFORE USE. Oesignvalitl(oruseonlywehMRe"" onnecfors. this tlaslgn Is based on"'upon parameters snowrt and Isfor on'0c`iduolb'dr`g component. not ��- a truss system. Before use, me bulltllnG domust veAly me appllcpbllity of design parometers and properly Incorporate this design Info the overall bulltlingtlesign. Bracinglntlicafetllstoprevenlbucklingoflntlbitlualhusswebantl/orcnortlmembenonly. Adtliflonaltemporaryandpennanenfbradng MiT®k' Is always requited for st-D ty and fo prevent collapse wim possible personal Injury an prop. damage. Por General guidance regarding the foblocrh.. storage, delNery. erection and bracing of tomes and buss systems, seeAN31/IPII QuoOv CMeM, D66-09 and 6C51 auedhp Componml Trim Piste trog 218 N. fee 69M Parke East Blvd. Tam a� FL 33610 P soft, Intem�Dlbm . Cloie ham Sheet, Sulfa 312. Alexandria. VA 22 14. Job - Truss Truss Type City Ply LOT 717018 INDIAN RIVER ES T78929805 2198080 CJ3A JACK -OPEN TRUSS 2 1 Job Reference (optional) au luem rnerJourae jnarn s uy, rr.1, ream ury, rL- aaebi, -1L0 I O.L9V a VEC a LV.tl MI ICx...0 Wuue , "', , Ytl VuY ,' ,J.YY.i, G.' . Scale - 1:12.7 ' 0-4.0 2-7-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.20 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress [nor YES We 0.00 Horz(CT) 0.00 3 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 12 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=44/Mechanical, 2=232/0-3-0, 4--9/Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-45(LC 10), 2=-253(LC 10), 4= 30(LC 7) Max Gmv 3=51(LC 15). 2=232(LC 1), 4=39(LC 3) FORCES. (lb) - Mass. CompJMax. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 2-11-4 oc puritns. 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=5.Opsh h=15ft; B=45ft; L=24ft; eave=4lt; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 4 except (jt=lb) 2=253. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Q wARNWB-wary des/9n parameters and BEAD NO TES ON MIS Arm INCLUDED MRFX REFERANCE PA OF MIA7473re1 MIU12016 BEFORE USE. Design valid for use only with Mne& connectors. This design Is based only upon parameters shown, and Is for on IndlAdual building component, not a hum system. Before use, me building designer must verity the appllcobllM/ of design parameters and properly Incorporate this design Into the overall s building design. &ocIng Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary ontl permanent bracing s. e 'y, OW Is always required for stablllty and to prevent collapse wtth possible personal Injury and properly damage. For general guidance regarding me fabrication storage, delivery, erection and bracing of trusses and truss systems. seeANSVW11 CUamBiy. Criteria.6904 eria. DSB-89 and BC41 Building Component Parke Park e East BNd. SafNy hrlormalbmrvailable from Truss Plate Institute, 218 N. Lee sheet, Suite 312. Alexandria, VA 2231A. Tarn6, a3810 P Job - Truss Thus Type Oty Ply LOT 7O0/8 INDIAN RIVER ES T18929806 2198080 CJ3B JACK -OPEN 1 1 Job Reference (optional) ciwlders First60ufc9 tl lam Ury, rL1, Hall Glry, 1-1--33567, r B 3x4 = 8.240auec 6 Zulu Nit leK mammas, Inc. Iueuecl71U:44:bLZUTB ragel ID:xZpBkWmmOHCg6fGUWAKsgaCf2U-RAmSux6%e2cDN5p6FSvll L2bJAUEMPBwFKIRy8299 2-7-0 Scale: 1'=l' LOADING (psl) SPACING- 2-0-0 CS]. DEFL in (lac) Vdefl Ld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 3.6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.00 3-6 >999 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/7PI2014 Matrix -MP Weight: 8 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=94/0-4-0, 2=61/Mechanical, 3=33MIechanical Max Hoe 1=68(LC 10) Max Uplift 1=-22(LC 10), 2=-64(LC 10), 3=-4(LC 10) Max Gray 1=94(LC 1), 2=70(LC 15), 3=47(LC 3) FORCES. (lb) -Max. CompJMax. 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=5.Opsf; h=15ft; B=45ft; 1l24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and tortes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 2, 3. Joaquin Velez PE No.68182 MRek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 O WARNING-wsd1ydes1,;mra mefemend READ NOTES ON THISANDMCLUDEONREKBEFENANCEPAGEaf4747are1. iWD3,2015BEFONE USE Design valid for use only with Maedis Connectors. This design Is based only upon parameters shown and Is for an Individual building component, not �� a truss system. Before use, the building designer must verity the applicabaity of design parameters and properly incorporate this design Into the overall . building design. BrocIng Indicated L to prevent buciding at IndlMdual trusts web and/or chord members only.Additional temporary and permanent bracing M!Tek' Is aiways required for stability and to prevent collapse with posslbie personal injury and property damage, For general guidance rmcidng the fobdcation, storage, delivery, erection and bracing of trusses and truss systems. seeANSVWll QuaBh CdNDa, DSB49 and SCSI Bulding Component Safety thfonnolbrpvoliabie from Truss Plate Institute. 218 N. Ise Shoat, Suite 312, Alexandra. VA 22314. 69M PaMa East Blvd. Tampa, FL M610 Job Truss Truss Type Oty Ply LOT 7,7018 INDIAN RIVER ES T18929807 2198080 CJ3C JACK -OPEN 2 1 Job Reference (optional) Builders FirstSouras (Plant City, FL), Plant City, FL-33567, 2x4 = 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1713:44:52 2019 Page 1 ID:AdvEvW w_wSrGCBOCk79w9pygYzo-RAmSux6Xe2cDN5p6FSvll_KvblgUEMPBwFKIRyB299 lb LOADING (psf) SPACING- 2-" CS'. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Ve t(LL) 0.01 3-6 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP]2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. ill 1=106/0-8-0, 2=67/Mechanical, 3=39/fvtechanical Max Horz 1=77(LC 10) Max Uplift 1=-30(LC 10), 2=-65(LC 10), 3=-6(LC 10) Max Gray, 1=106(LC 15), 2=76(LC 15), 3=51(LC 3) FORCES. (lb) -Max. CcmpJMax. Ten. -All forces 250 (lb) or less except when shown. scale: 1'=1' PLATES GRIP MT20 244/190 Weight: 9lb FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied or 2-11-4-oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vascll 24mph; TCDL=4.2psf; BCDL=S.Opsl; h=1511; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedar(2).zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 2, 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December17,2019 O WARNING-Vedrydesignparemeters44dREADNOt S ON TNISANUWCLUUEDMDEKREFENANCEPAGEUX74".r .. 10=2015BEFOREUSE Design valid for use only wlm Mltek® connectors. This design B based only upon parameters shown and Is for an individual building component. not ��- a buss system. Before use, the bW ding designer must verify me applicability of design parameters and properly Incorporate this design Into me overall . buildingdesign.BracinglndlcotedIstopreventbucklingofIndNldualbus,weband/or chord members only. Atldllionaltemporary and permcnentbracing MiTek' Is always required for stability and to prevent collapse wlm possible personal Injury and properly damage. For general guidance regarding me fabrication. storage, delivery, erectlon and bracing of trusses and truss systems so juli iPi1 Cualg Criteria, DSB49 and BCSI Building Component mfanna6omvailable from Truss Rate Inet ute, 218 N. Iee Street Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd.Safety Tampa. FL 33610 Job Truss Truss Type Cry Ply LOT 7170/8 INDIAN RIVER ES T18929808 2198080 CJS JACK -OPEN TRUSS 8 1 Job Reference (optional) 8.240 s Dec 6 2019 MiTek Industries. Inc. Tue Dec 17 13:44:53 2019 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 3x4 = 4.11-4 4-1 1-4 Scale=1:17.6 Plate Offsets (X Y)-- 12:0-14 0-0-21 LOADING lost) SPACING- 2-0-0 CSI. DEFL in (loc) Vdell Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL). 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 181b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=112/Mechanical, 2=262/0-8-0, 4=59/Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-107(LC 10), 2=-167(LC 10) Max Grav 3=126(LC 15), 2=262(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-114 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; h=15ft; B=45X; L=24ft; eave=4N; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone; cantilever 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 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) Bearings are assumed to be: Joint 3 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=107, 2=167. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 O WARNING -vedly designparamelersend READNOMS ON TIIISANOINCLUDEDMN KNEFERANCEPAGEM/474M3 v. IG�D.Yfa16 DEFOaE USE Design valid for use Only with Maekleconnectors. Rr s design Is based only upon parameters shown, and k for an Indvidual bullding component, not a truss system. Before use, me bullding designer must verily Me oppllcabillN of design parameters and wopeey Incorporate this design Into the overall bullding design. Bracing lndlcoted Is to prevent bucking of lndlvidual truse web and/or chord members only. Additional temporary and Permanent bracing is always required for stablilty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fabrication, storage, delivery, erection and bracing of busses and fruss systems, seeAN41/IPII pUCllalyy Cdbdp. 0$0419 and 1105I euldb0 COmponont Sabty Nlermalbrrwoiloble from Luse Rote Instill 218 N. Lee Street, Suite 312 Alexanddo. VA 22314. �'- MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss ON Ply LOT 7/70/8 INDIAN RIVER ES T78929809 2198080 CJ5A �Tnuss`rypo JACK -OPEN TRUSS 1 1 Job Reference (optional) Builders RrstSource (Plant City, FL), Plant City, FL - 33567. 6.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 13:44:5412019 Page 1 ID:xZpSkWmmOHCg6fGU WAKsgrzCf2U.NZzMayM3FIKSgFCEgVNNA4bwOwky8sicEkOMJy8297 • -1-4.0 4-11.4 1-0-0 1 4-114 Scale = 1:17.6 2x4 = 0-4 4.11-4 'D-0-DI 4-7-4 ' Plate Offsets (X Y)-- 12:0-4-4 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.07 4.8 A38 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.06 4-8 >962 180 BCLL 0.0 ' Rep Stress Incr YES We 0.00 HOrz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 181In FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=101/Mechanical, 2=289/0-3-0, 4=43/Mechanical Max Hom 2=185(LC 10) Max Uplift 3=-110(LC 10). 2=-288(LC 10), 4=-65(LC 7) Max Grav 3=109(LC 15), 2=289(LC 1), 4=79(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or4-11-4 oc pur ins. BOT CHORD 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=5.Opsh h=1 Sit; B=45ft; L=24ft; eave=411; Cat. 11; Exp C; Encl., GCpi=0.18; MAFRS (directional) and C-C Extedor(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with anyother 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 4 except Qt=lb) 3=110, 2=288. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: December 17,2019 ,&WARNING-V nrydesl9nyeramefereend READND7ES ON TNISANDWCLUUEDMREKREFERANCEPAGEN674".. labodUPIa BEFORE USE De9gn v011d far use onlywlth MReI� connectors. ibis tleslgn Is basod only upon parameters shown, Ono a for on IndMdual bWldIng component, not ��• a truss system. Before use, the building designer must vetlN the OpplleablllN of tleslgn parameters and properly Incoryorale ruts do" ad Into the overall • b.11dingdesign. Bradngindlcptedls oprevenibucicingotlndMtluoltruss-.band/orch."'4benonly. Addinanaltemporary antlpertnanenibradng MiTek' Is always requlredtor stablldy and to prevent collapse wnh passible personal ln7ury antl property damage. For general gultlance regortling the /obrlcaHon. storage. delNery. erection on,bracing of.asses antl truss systems, saeANS6 1 CualBy Cmarla. OSS419 and ICSI S.Idk g Component S f ty for.. com Truss Plate Instaute. 218 N. Lee Street. Suite 3,Z Al...d,., VA 22314. 6904 Pane East BNd. Tampa, FL 33610 Job Truss Thus Type my Ply LOT 7/r018 INDIAN RIVER ES T78929810 2198080 CJSB JACK -OPEN TRUSS 1 1 Job Reference (apliona0 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1713:44:54 2019 Page 1 ID:xZpBkW mmOHCg6iGU W AKsgrzCf2U-N7shtayM3FIKSgFCEgVNNA4aVOv2y8slcEkDMJy8297 4-3-4 4-3-4 Ig 3x6 It Scale = 1:17.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Joe) Vdefl Utl PLATES GRIP TOLL 20.0 Plate Gdp DOL 1.25 TC 0.51 Ven(LL) 0.05 4-9 >940 240 MIT244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.05 4-9 >999 180 BOLL 0.0 Rep Stress [nor YES WE 0.00 Horz(CT) -0.03 3 n/a rVa BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 171le FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP N0.3 2-5-0 REACTIONS. (lb/size) 1=169/0-8-0, 3=96/Mechanical, 4=46/Mechanical Max Horz 1=113(UC 10) Max Uplift 1=-127(LC 10), 3=-117(LC 10). 4=-66(LC 10) Max Gmv 1=169(LC 1), 3=102(LC 15), 4=66(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=-122/308 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opst h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 pst 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) All bearings are assumed to be SYP N0.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) 4 except (jt=lb) 1=127,3=117. Joaquin Valet PE No.68182 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Job Truss Truss Type Oty Ply LOT 717018 INDIAN RIVER ES T78929811 2198080 CJ5C JACK -OPEN 4 1 Job Reference o tianal Builders FIMSOUrae (VIM Clly, FL), Plant City, FL - 33567, 3x4 = 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1713:44:55 2019 Page 1 ID:AdvEvWw wSrGOBOCk79w9pygYzo-dx34wz_gZ0B4ggOnNO=NcmgoFrhb6rquT_vmy6296 Ib Scale = 1:16.9 Plate Offsets (x Y)-- 11:0-1-40-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.07 3-6 >896 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.06 3-6 >999 180 BCLL 0.0 ' Rep Stress [nor YES W B 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MP Weight: 161la FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=180/0-B-0, 2=117/Mechanical, 3=64/Mechanical Max Horz 1=131(LC 10) Max Uplift 1=-52(LC 10). 2= 115(LC 10), 3--4(LC 10) Max Grav 1=181(LC 15), 2=131(LC 15), 3=88(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 4-11-4 oc pudins. BOT CHORD 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=5.Opsf; h=15ft; B=45ft; L=24h; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 3 except (t=1b) 2=115. Joaquin Vale%PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARNNG-Verily deelgnpammetee&ed READNOTES ON TNISANUWCLUUEDUmEKREFERANCEPAGENIF74Mmre 10031Ze15BEFOREUSE Design valid for use only wl}h M6ek®connectors. T11s dedgn Is based only upon paramefee shown, and Is far an IndNWua' bulitlin0 component, not w'- a huss system. Before use, the bu0tling tlaslgner must vetlN the apolcablllN of tleslgn parameters and properly Incorporate mis de9gn Into the overall • buiidingtlesign. Bracinglntllcatetlbtapreventbucklln0oflntlivltlualfrussweband/or chard members only. Atltlltbnaltemporaryandpermonentbroting MiTek' k always required far stabYity antl to prevent collapse with possible personal Injury antl property tlamoge, For general guidance regarding the tabricatlon, storage, tlelNery, erecibn and bracing of fissses antl buss systems seeANSURII Q.Cr6�du, DSB-09 mId SCSI Euldbp Comppn�nl 6904 Peke Eest BNd. W.V MronnOBprxsvolloble uom Truss Plate Institute. 21 a N. Lee sheet Suite 312, Alexandria, VA 22 14. Tampa, FL M610 Job Truss Thus Type Dry Ply LOT 7170/8 INDIAN RIVER ES T78929812 2198080 D01B Hip Girder 1 1 Job Reference o Oonal Builders RrstSource (Plant City, FL), Plant City, FL- 33567, I 5x8 = 8.240 s Dec 62019 MiTek Industries. Inc. Tue Dec 1713:44:56 2019 4x6 = 15 4 Scale: 3/8'=1' 3x8 = 2x4 11 --' — 3x4 = 3,6 = 7-0.0 10.4-0 17-4.0 7-0.0 3.4.0 + 7.0-0 Plate Offsets (X Y)-- [3:0-6-00-2-81 [5:0-2-12,0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.29 6-11 >727 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.23 6-11 >903 180 BOLL 0.0 ' Rep Stress Incr NO WB 0.26 Horz(CT) -0.05 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Maidx-MSH Weight: 731b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=1244/0-8-0, 2=1321/0-8-0 Max Horz 2=149(LC 7) Max Uplift 5_ 1095(LC 8), 2=-1203(LC 8) Max Gray 5=1290(LC 14), 2=1360(LC 13) FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2566/1924, 34=-2294/1830, 4-5=-2576/1932 BOT CHORD 2-8=-1609/2303, 6-8=1630/2335, 5-6=-1620/2234 WEBS 3-8— 512f785,4-6=-525/e19 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-0-7 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=4.2psY BCDL=5.Opsi; h=15ft; B=4511t; L-24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water glancing. 4) This truss has been designed for a 10.0 psi 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) except Qt=lb) 5=1095, 2=1203. 8) Girder carries hip end with 7-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 762 It, down and 360 lb up at 10-4-0, and 7621b down and 360111 up at 7-0-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 34=-112(F= 58), 4-5=-54, 8-12=.20, 6-8=-42(F= 22), 6-9— 20 Concentrated Loads (lb) Vert: 8=475(F) 6=475(F) Joaquin Velar PE Nc.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: December 17,2019 AWARNING -VedlydeslgnparemafenandREADNOTESONMIS AND INCLUDED sNwKRE rrANCEFAGEfil larov.iha1Qa15BEF09EU5E Design valid for use only with MOekb connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a puss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual Inuss web andlor chord members only. Additional temporary end permanent bracing MiTek' • Is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regording the storage, delivery, erection and bracing of trusses and truss systems. sseANSVIpII QualityCM.M, DSBd9 card I1C31 lWdbp Component 6904 Parke East Blvd.fabrication, Saba mformatbrpvo loble from Truss Plate Institute, 218 N. lee Sheet Suite 312 Alexandria. VA 22314, Tam pa, FL 33610 Job Truss Truss Type Oty Ply LOT 7f/0/8 INDIAN RIVER ES T78929813 2198080 D02 Hip Truss 1 2 Job Reference o tiona Builders F slSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1713:44:57 2019 Scale = 1:44.9 4x6 = 5x12 = 20 It 46 = l.bxe a l r= 3x6 11 8x10 = 10x12 = 1.Sxe STP= Sxa = 7x1D = LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 VerI LL) 0.18 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Ven(CT) -0.18 13-14 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.76 Horz(CT) 0.03 11 n/a n1a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight: 321 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc pudins. BOT CHORD 2x8 SP 240OF 2.OE *Except* BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. 6-11: 2x6 SP No.2, 9-10:2x4 SP No.2 WEBS 1 Row at midpt 5-10 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.33-0-2 REACTIONS. (lb/size) 9=820/0-8-0, 2=4039/0-8-0, 11=7446/0-8-0 Max Horz 2=143(LC 7) Max Uplift 9=-691(LC 6), 2=8015(LC 8), 11=-5062(LC 5) Max Gmv 9=270(LC 5), 2--"93(LC 13), 11=8634(LC 13) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-9662/6525, 3-4= 8935/5861, 4-5= 7970/5261, 5-6=-901/1683, 6.7=-890/1686, 7-9=-727/1424 BOT CHORD 2-14=-5856/8682, 13-14=-5856/8682, 12-13=-3143/5534, 11-12=-605/1241, 10-11=-6958/4235,6-10=-255/214,9-10=-1166/650 , WEBS 3-14= 720/670, 3-13=865/860, 4-13= 2502/3818, 5-13=-2694/3232, 5-12=-1102/2761. 10-12= 2584/4374,5-10=-8736/4990, 7-10=-1030/655 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 raw at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0.3-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh h=1511; B=45ft; L=24ft; eave=4f; Cat. 11; Exp C; Encl.. GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; end vertical right exposed; porch light exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearings are assumed to be: , Joint 9 SVP No.2 crushing capacity of 565 psi. Joaquin Valet PE No.68182 9) Bearing at joint(s) 11 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity MTek USA, Inc. FL Cad 6634 capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6904 Parke East Blvd. Tampa FL 77610 9=691, 2=3015, 11=5062. Date: 11) Girder carries tie-in span(s): 36-9-0 from 7-18 to 16-8.0 December 17,2019 Continued onDe4e 2 Q WANNWe•VeNty tles/gn peremefen end NEAP Ne1E5ON TNIa ANOWCLUOEO MNEK NEFERANCE PAGEMA]4]J rev. faN3Qef5aEFONE 9aE Deslgn valitl for use eNy with MReI� connectors. This tlesign a basetl oNy upon aerometers mown, antl B for an Intllviducl bulltling component. not �'' a nuss system. 0a/ore use, me bulltlNg tledgnar must vegfy me appllcablllty of tleslgn parameters and propetly Incorporate mu tlaslgn Into Me overall bu0tlingdesign.&ocingintlicatetlktoprevenibucklingotlntlNitlualhusswebantl/or chord membersoNy. Adtlitlonaltemporaryantlpermanentbracing Is always requlretl for stab0lty antl to prevent collapse wlm possible personal lnlury and property tlamage. For general gultlance regordLsg the MiTek' fabricoaort storage. tlallvery, erecaon and bracing of busses and buss systems seeANSURiI pyn6ty pMnie, OSB419 vnd SCSI SWdh9 Componm} 690C Parka East BNd. Sabty IntormatbrswoYpbletrom Truss Plate InsHMe. 21e N. lee Sheet. Suae 312 Alexandria, VA 2231 q. Tampa, FL 336ID Job Truss Truss Type OIY Ply LOT 7/7018 INDIAN RIVER ES T78929813 2198980 D02 Hip Truss 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 13:44:57 2019 Page 2 I D:xZpBkW mmOHCg6fGU W AKsgnCf2U-nBfpVc7FMAgvJBuwo247oi2Ocwu9Ji81Cy5zey8294 NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1571b down and 1591b up at 17-11-4 on top chord, and 3157 Ile down and 3197 lb up at 7-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-54,4-7=-54,7-9=-54, 2-27=-20, 27-28=-652(F=-632), 11-28=-20, 10-15=-20 Concentrated Loads (lb) Vert: 11=-130(F) 26=-150(F) 27=-3009(F) Job Truss Truss Type a Ply LOT 7170/8 ES T18929814 NOIANER 2198080 EJ6 JACK -OPEN TRUSS 1 1JobReferen nu aers mrsrcource lrimn ury, 111, riani wy, IL- aoabr, -1-4-0 , 3.4 = a.zau s uec b em u mu eK mausmes, inc. i ue uec a m:ca:oa zu ro Scale =1:20.2 o-4-0? LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.17 4-8 >420 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) 0.15 4-8 >486 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 211b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=129/Mechanical, 2=325/0-M, 4=58/Mechanical Max Horz 2=214(LC 10) Max Uplift 3=-142(LC 10), 2=-314(LC 10), 4=-82(LC 7) Max Grav 3=139(LC 15). 2=325(LC 1).4=100(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 6-M oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuI1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh h=15tt; B=45tt; L=24tt; eave=4fl; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-11-4, Exte6or(2) 2-11-4 to 5-11-4 zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Bearings are assumed to be: Joint 3 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except 6t=1b) 3=142, 2=314. Joaquin Velez PE No.68182 MRek USA, In& FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Data: December 17,2019 t r Jab Truss Truss Type Oty Ply LOT M0/8 INDIAN RIVER ES T78929815 2198080 EJ7 JACK -OPEN TRUSS 29 1 Job Reference (optional) ' bwlaers votabource trlam Gny, rL1, HIM Gay, tL-33b5y, • -1-4-0 2 8.240 s Dec 6 2019 MiTek Industries, Inc. TUB Dec 1713:44:58 2019 Scale =1:22.6 Plate Offsets (X,Y)— 12:0-2-10,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.18 4-7 >453 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.22 4-7 >385 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MP Weight: 24 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=164/Mechanica1, 2=336/0-8-0, 4=86/MechanimI Max Horz 2=241(LC 10) Max Uplift 3=-161(LC 10), 2=-185(LC 10) Max Grav 3=185(LC 15), 2=336(LC 1). 4=126(LC 3) FORCES. (Ib) - Max. ComplMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opst h=15ft; B=45H; L=24ft; eave=AH; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-e-0, Interior(1) 1-8-0 to 2-8-5, Exterior(2) 2-8-5 to 6-11-4 zone;C-C for members and forces 8 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) Bearings are assumed to be: Joint 3 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt=lb) 3=161, 2=185. Joaquin Velez PE No.68182 MiTek USA, Ina FL Cott 6834 $904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 O WARNING-Veraydeslgn paramefsM.d READNOTES ON TNR AND WCLUDEDMREKREFERANCEPA0EM4-)arJrev. faa42afa BEFOREUSE Design Vold far use Only wah MReld-0 conneelors. TNs tlesign Bbased only upon parameters snows, antl Is for an IntllMtlual bulbing component not Mt a huss system. Before use. Me binding de' no'must v applicablllfy of tlesign parameters antl properly Incorporate th8 tlesign Into Me overall Q _fjn o bulltling design. Bracing Indicated Is to prevent buc8ing of IndNlduai tnsssweD and/or thortl members only. Atltllaonal temporary antl permanent bracing MiTek' Is always required for stability antl to prevent collapse wim possible personal Injury antl properly damage. For general guidance regartling me fobeeohon, storage, delNery. erecaon and bracing of husses and truss systems, saeANSUIPn Oua��ys. CrMAo, OSB-09 and SCSI aurtlF,p fampenmt Sably hom Truss Plote InsSMe, 21B N. Lae Sheet. Sune 312 Alexandrb. 22314. 69M Parke East Blvd. Tampa. FL 33610 edolmOlgmVolable VA A Job Truss Truss Type City Ply LOT 7f70/8 INDIAN RIVER ES T18929816 2198080 EJ79 JACK -OPEN 8 1 Jab Reference (optional) Builders I-IM DUme telam tAty, rL1, Ylam Pry, rL- 33bW, i 3.6 = 8.24U S UOc B 2U19 MI I ex Inaustne5, Inc. I us U6c 17 13:44:b9 2U1 B Page 1 ID:a9gYCzHF9yYsFhUX5SDgkizG_SS-kWmwlOVtowdZS79OD4Y4DnL4PWidO5RIW RB2Xy8292 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Ved(LL) 0.22 3-6 >372 240 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Ved(CT) -0.22 3-6 >376 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Mairix-MP LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=257/0-8-0, 2=170/Mechanical, 3=87/Mechanical Max Harz 1=106(LC 10) Max Uplift 1=-75(LC 10), 2= 168(LC 10). 3=-2(LC 10) Max Grav 1=257(LC 15), 2=191(LC 15). 3=125(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:22.3 PLATES GRIP MT20 244/190 Weight: 221b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-1-5 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=4.2psY BCDL=5.Opsf; h=15ft; 13=45111; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2).zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunant 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift at joint(s) 1, 3 except Qt=lb) 2=168. Joaquin Velez PE No.63182 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 17,2019 ., QWARNWG-vadfy design pammemm and BEAD NOTES ON MIS AND INCLUDED MITEKREFERANCE PAGE MLL7473 rev. 16b.Y1015 BEFORE USE. Design valitl for use only with MRels®connectcrs. ALs tledgn b based only upon parameters shown, and Is for an IndN duo' buiiding component not c tnus system. Before us9, the builtling designer mug venly the onlet-blllty of design peremefers and prppoAy Incorporate thLL tlaslgn Into the overall building design. &aUng intliedtetlR opreveni buckling of lntlbltludl hus web and/or chard members only. Additional temporory pntl permanent brocing iwiTek' e ciways'requl,.d stability ontl i0 prevent collapse wilts possible personal lnlury antl property tlomoge. For general Buldance regortling the fabrlcaeca storage, delivery. erection and bracing of trusses and xuss systems, s-aMSVIPIf Cua®v CRAM, DSBd9 and aC31 BOCdhp ComlxDNnf from Truss Ptote Insfltute, 219 N. Lee Sheet, Suite 312. 6904 Parke Eest Blvd. Tampa, FL 33610 Sab1y Intormalbnwollobi. Alexantlna, VA 22 14. k x I . Job Truss city Ply LOT 7/70/8 INDIAN RIVER ES T78929877 2198080 HJ6 �TnussType Diagonal Hip Girder 1 7 Job Reference (optional idulmers virsibource (rlami uny, r-L), Plant Glty, rL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tea Dec 17 13:45:00 2019 Scale=1:20.7 3x4 = 0.511 3-SB 0-5-13 0.511 2-11-13 5-0-5 Plate Offsets (X,Y)-- (2:0-2-0,Edcel LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(L-) 0.11 6-7 >925 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 Rep Stress that NO W B 0.22 Horz(CT) 0.01 4 rVa Na BCDL 10.0 Code FBC20177rP12014 Matrix -MP Weight: 37 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=207/Mechanica1, 2=362/0-4-0, 5=196/Mechanical Max Horz 2=226(LC 8) Max Uplift 4=-212(LC 8), 2=-406(LC 8). 5=-167(LC 8) Max Gmv 4=230(LC 13), 2=362(LC 1), 5=208(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-491/337 BOTCHORD 2-7=-456/452, 6-7=-456/452 WEBS 3-6=-468/472 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD Rigid ceiling directly applied or7-10-14 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psG BCDL=5.Opst h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psi bottom chord live load nonconcument with any other live loads. 3) • This truss has been designed for a live load of 20.01 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) Bearings are assumed to be: , Joint 5 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 1001b uplift at joints) except jt=lb) 4=212, 2=406, 5=167. 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 Incraese=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=-54 Trapezoidal Loads (pig Vert: 2=0(F=27, B=27)-t0-4=-115(F=30, B=-30), 8=0(F=1q B=10)-to-5=-42(F=-11, B=-11) Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 �WARNWG.Verity Eest9Pl .tenend REJIDNOTES ON THSANDlNCLUDEDM REFENANCEPAGEM674n.re.. rb9.VX115BEFORE USE Design valid for use only with MBek® connectors. This design Is based only upon parameters shown, and 6 for an Indlvldual building component, not a muss system. Before use, the building designer must veilly the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual hum web and/or chord members only. Additional temporary and permanent bracing a alwoys reaulred for stability and to prevent collop5a with Possible personal lNury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and muss systems SeeANSVIPll Quality Ci ledo, DSk-09 and BCSI Bell Component Safety Infotmalbmvalloble from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. ��- MiTek' 69M Parke East Blvd. Tampa. FL 33610 7 Job Truss Truss Type Oty Ply LOT 7170/8 INDIAN RIVER ES' T78929878 2198080 HJ7 Diagonal Hip Girder 6 1 Job Reference a tional Builders RrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 13:45:00 2019 Page 1 ID:xZpBkW mmOHCg6fGUWAKsgmCf2U-CIKy7d17e52UAbiMaxbncRKYMpsUMgha_ABIazy8291 Scale =1:22.0 Plate Offsets MY)— 12:0-2-11 0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.22 6-7 >529 180 BOLL 0.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.01 5 We n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight: 44 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=294/Mechanical, 2=413/0-8-0, 5=299/Mechanical Max Horz 2=292(LC 8) Max Uplift 4=-298(LC 8), 2=-234(LC 8), 5=-53(LC 8) Max Grev 4=342(LC 13), 2=413(LC 1). 5=303(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-995/269 BOT CHORD 2-7=-515/977, 6-7=-515/977 WEBS 3-7=0/300, 3-6=-998/526 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc pudins. BOT CHORD Rigid ceiling directly applied or7-8-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent 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-M wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: , Joint 5 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=298, 2=234. 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 (plp Vert 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to4=-134(F=-40, B=40), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) Joaquin Velez PE No.68182 MDek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 ,&WARNING-VerHydes/gnparemetenend REAONOTESONMMANOMCLUDWO KREFERANCEPAGEMX74TJmV.raN.' 15BEFOREUSE Design volltl for use only with MOeI� connectors. fie tlesign a bpsetl onupon pommeters shown, antl Is for On Intlivldual building component, not d huss ryslem. Before use, the bulltling tlesignar mustverity the appllepbllity of design pOrdmeiers antl pmpetly incorporate this design Info the On. bulldingdesign. Bradng lntlicatetl is io prevent buckling of lntllvltlupl huss webantl/or chortlmambers only. AtltlltlonOl iemp0iaryantl permpnen}bracing h always requlmdfor stability antl to prevent collapse with possible personal lnlury antl propeM damage. For general guidance regarding the fabrlca6on, storage, tlelNery, erection antl bracing of busses and truss systems seeAN3U1P11 Cup61y CrMdR, D35 V card fIC51 aWdesp Cempanml ScaNT Infamra6erWolloble ham Truss Plofe Institute. 213 N. Lee Sheet, suite 312 Alexandria VA 22314. �' MiTek' 690a Parke East Blvd. Tampa, FL 33610 Truss Truss Type ES �27 �JL,OTReference T1B929819 �IND.IANIVER Flob 80 Vol GABLE _7 al Bdldem RistSource (Plant City, FL), Plant City, FL- 33567, 8.240 a Dec 62019 MiTek Induslnes, Inc. Tue Dec 1713:45:01 2U19 Page 1 ID:xZpBkWm OHCg6fGUWAKsgrz=U-gvuKLz2IPPALOIHY8e709espaDKS5H9kDgwl60y8290 5-6-8 11-1-0 5.6.8 5.6.8 Scale = 1:19.1 4x6 C 4 3x6 i 2.4 II 3x6 LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.33 Ve qLL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-SH Weight: 361b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=162/11-1-0,3=162/11-1-0,4=403/11-1-0 Mau Hoe 1=-91(LC8) Max Uplift 1=-91(LC 10), 3=-91(LC 10), 4=-164(LC 10) Max Grav 1=166(LC 19), 3=171(LC 16), 4=403(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-4=-244/310 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 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=4.2psh BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; parch 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) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1, 3 except (jt=lb) 4=164. Joaquin Velez PE No.66162 liffek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 OWARNPlG- VedlydeslgnvmmeMraand NEAGNOTES ON WISANOINCLUOEOMMA(R EAANCEPAGEM674"My. 1a2lVfp159EPORE USE Designvalid (or use only with M6ek" connectors. Ihls de"' b based on' upon parameters shown, Ontl Is for on Intllvltlual bWltling component. not W1- o Tuss system. Before use, the bu6ding daslgnermust ve" the applicability of deSgn Parameters ontl properly Incorporate ih6 tleslgn Into the overall building design. Bmcing lncx.ad b ro prevent buckling of indlvitlual }nus band/orchard memban only. Addironal to co'." and p...rant bracing MiTek' Is always requbetl for staDlllN antl to prevent collapse with possible personal Injury no property tlo_.go For general gultlance regarding the fabticanon, storage, delivery. erection and bracing of busses ontl Uuss systems. seeANSI/IP11 Gua1m8yy CdHM. DStld9 and acsl auldkrp Camppnmf from Truss Plot. InsMute, 218 N. Lee Street suite 912. Alexandria, 22314. 6904 Parke East BNd. Tampa, FL 33610 6m.4 Infprmotbrxvallobie VA Job Truss Truss Type Oty, Ply N RIVER ES L�Referenm T18929820 2198080 V02 Valley 2 1 Joh.mu Builders Flrst5ource (Plant Olty, I-L), Plant filly, FL- 33567, 15.24U a sec o 2Ula Mu ex mutaanw, mc. me Vea v 5.4o:u2cu m Fays i ID:xZpBkW mmOHCg6fGU W AKsgmCl2U-BSSiYJ3NAj IBOvsklLeFisPO_d18glstRUgresy8297 • 3-6-8 7-1-0 3-6-8 3.6.8 I d d 2x4 i 2x4 II 2 4 4x6 1 2x4 Scale=1:13.9 LOADING (psf) SPACING- 2-" CSI. DEFL, in (too) Mail L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Mar YES We 0.06 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20171-rP12014 Matrix-P Weight 22 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=108f7-",3=108f7-0-0,4=214f7-M Max Horz 1=-54(LC 8) Max Uplift 1=-69(LC 10), 3=-69(LC 10). 4=-67(LC 10) Max Gmv 1=108(LC 1), 3=111(LC 16), 4=214(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave -"it; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psi 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 Tit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joinf(s) 1, 3, 4. i Joaquin Velez PE No.68182 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 AWARNWG-V mVC45/Snp.fereend READ NOTES ON 7NLSAND WCLUDED MaEKREFEFteNCEPAGEM&74" rev. 1aNY2e156EFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, antl Is for an Individual building component not a truss system. Before use. the building designer must verlN the applicability of design parameters and property Incorporate this design into the overall • butdIng design, Bracing Indicated Is to prevent bucking oflndlNdualtruss web and/or chord members only. Additional temporary and permanentbrocing MiTek' Is always required for stability and to prevent collapse with passible personal Inlury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of musses and taus systems, weANSI/IPl1 Guall CaMM, OSB-09 rmd SCSI BWOMO Component Safety mformatio arallabie from Truss Plate Institute. 218 N. Lee street. Suite 312. Alexanddd. VA 22314. 69o4 Parke East Blvd. Tampa, FL W810 Job Truss Truss Type city Ply LOT 7/7018 INDIAN RIVER ES T78929821 2198080 V03 Valley 2 1 Job Reference (optional) Builders PIra150ume (Plant Uty, PL), Plant Uty, PL-33567, 8.240 a DeC 6 2019 MI I eK ,naust.es, mc. I Ue UCC 1 T lJAb:UZ 2U19 Pagel 6.00 12 2x4 4 30 2x4 1 3 Scale =1:6.5 v 1b Plate Offsets (X Y)-- [2:0-2-15 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(L-) Na - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a - rate 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/-rP12014 Matrix-P Weight: 8 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=67/3-0-0, 3=67/3-0-0 Max Harz 1=17(LC 9) Max Uplift 1=-32(LC 10), 3=-32(LC 10) FORCES. (III) -Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied Or 3-1-0oc 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=4.2pst BCDL=5.OpsY h=15ft; B=45ft; L=24ft; save=4ft; Cat. II; Exp C; Encl., GCpi=0.I S; MWFRS (directional) and C-C Extedor(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100111 uplift at joint(s) 1, 3. Joaquin Velez PE No.68182 MTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33810 Date: December 17,2019 ,&WARNING. V mlydeslgnpemmetersend READ NOTES ON MSANDWCLUDEDMREKREFERANCEPAGEM6T4 .J . 100341015eEFORE USE Design v011tl for use only wits M6ek®connect.rs. fib design Is bosetl only upon parameters snows. Ontl 6 for on Intllvltlu0l bu0tling component, not a truss system. Before use, the building tleslgner must verlN Me appllcpblllN of tleslgn p.rometers.ntl properly IncO,por.ta ruts deggn Inca the overall build_g tleslgn. Bracing lntllmtetl bfo prevent bucWing of lntlNitlupl buss web and/orchortl members only. AtltllOonpl temporary.ntl permanent bracing Is always repueetl for stob0lN Ond to prevent collapsewiM possible personal injury.ntl pr.perfy tlam.g0. For goner., gultlance regoldng the fpbtlCaron, stO.go tlelivery, erection.r bracing of tr_es.nl truss systems _oANSI/IP11 ou CrOnb, DSO-09 and 00513.!dIn Camponmt SW Informalbrnv011Oble from miss R.te,nsllMe, 218 N. tee s r..' Suke 3,2, Alex.ndr,0. VA 22 14. MiTek' 690a PaAce Easl Blvd. Tampa, FL 33610 .0 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x y offsets are Indicated. Dimensions are In ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-1/id'from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension Is the length parallel to slots, LATERAL BRACING LOCATION 7 Indicated by symbol shown and/or by Text in the bracing section of the output. Use T or I bracing If indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Insjpring & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 I dimensions shown Inftsixteenths t scale) IIII (Drawings not To scale) JOINTS ARE GENERALLY AROUND THE TRUSS STA THE LEFT. EREDAETTERED CLOCKWISE AT THE JOINT FARTHEST TO CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSIIrPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITek® All Rights Reserved wle M!Tek6 MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for thus system, e.g. diagonal or X-bracing, Is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never . stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI1TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/rPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber Is a non-structural consideration and Is the responsibllity of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 R. spacing, or less, If no ceiling Is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20, Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criterla.