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HomeMy WebLinkAboutTruss249 Maitland Avenue, Suite 3000 rFDB Altamonte Springs, Florida 72-01 P: 9 Maitland Ave n F: (321)972-0484 E: info@Fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES December 17, 2019 Building Department Ref: Adams Homes Lot: Lot 46 Blk. 50 Sec. 7 Subdivision: Indian River Estates Address: 5313 Birch Dr., Port St. Lucie Model: 2320 B RHG KA # 19-8304 Truss Company: Builders First Source Date of drawings: 12/16/19 Job No.: 2177601 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. `��wullalaa If you have any questions, please d�, Nipftib tq�� �a`vJ\CJ • �� G E•N � F,49C�` Sincerely, No 8 64 e 7* •�� %G . STATE OF ;'tv� s . < O R 10 12/17/2019 Carl A. Brown, P.E. Luis Pablo Torres, P.E. Todd M. Born, P.E. FL. # 56126 FL. # 87864 FL. # 82126 "Doing Business with a Service Mindset and an Eye for Detail" `A I = , iwiwiwii■iwiwiwiwiwiwiwiwiwiii�������� �I►�liiw_iw_iw_iw_iw_i I �1. 'Ir i�il■ �If�i -�I,� `I■milli% i�wG�� - �il�l�!.■iwiiiwi��ir-r������1� ��I�Iwlwlwl■■Iwlwlwlwl�� CONNECTORS SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYM 0 A-11 LUS24/JUS24 8951836 4901610 rV 8 A HTU261 THOM WOO/3470 1555/2330 ru 0 B HTU28 / THD28 1680 / 6040 2140 f 2330 +ra 1 C HTU26-2 f THD26-2 3600 / 3355 2175 / 2340 am 0 0 HTU28-2 / THD28-2 4680 / 6006 3485 / 2595 aln 0 E HGUS26-2I THDH26-2 5320 / 6245 2155 / 2340 /u 0 F HGUS28-2I THDH284! 7460/8025 3235/3330 00 0 G HGUS26.3 / THDH264 5230 / 9245 2155 / 2340 10 0 H 1GUS28-3/THD1283 7460/7835 W35/4070 /H 0 J THJA26 / HJC26 9100 f 8990 4D95 / 4370 / u 3X1 NOP 10 REVIEWED ❑ REVISE AND RESUBMIT ❑ REVIEWED WITH NOTATIONS ❑ NOT REVIEWED (SEE EXPLANATION) 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 lot confirming and corelating all quantities and dimen- sions selecting fabrication processes and techniques of construction, coordinating his work with at Of all other trades and performing his work in a sa nd satisfactory manner. FLORIDA DESIGN SOLU �ONS, INC. Date a' By Submittal Bo. Projed No. Projed Eng. Project Name onmrr .osewws uo cuwo wv,nore RROR m.eeRwu muaw wauo-o au rum m amnrx v.m cacaaeaarnc.rtueexnmm ...,o IMPORTANT aawswc<araowrc oL eru rz�onmrr This Drawing Must So Approved And aam va'wrrace T. r.. Returned Before Fabrication Will rrw,¢a cove et6x nspran,oRarae nr aeweu ummtrrtww Roacea<uuem mra am WIRws<eam Begin. For Your Protection Check All Dim... Ions And Condltions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL 20 PSF TOLL: 40 PSF BEEN ACCEPTED. TCDL• 07 PSF TCDL• 10 PSF BCDL 10 PSF BCOL• 6 PSF By Date_ TOTAL: 37 PSF TOTAL,- 65 PSF DURATION: 1.25 DURATION: 1.00 CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-81 SUMMARY SHEETS ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. V.. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) IGIRDER PLIES AND NAILINNGG SSCCHEEDO ULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND SMUTTY REACTIONS. WARNING Backcharges Will Net Be Accepted Regardless of Fault WRImet Prior Notification By Customer Within 48 Hours And Investigation By Builders Fiat Seem.. NO UECPTIONS. to Tmss, Gable Shear Wall, And CannacUons. Temporary and Permanent Bracing, And Calling And Roof Diaphragm Connowons. ROOF PITCH: 6112 CEILING PITCH: 0112 TOP CHORD SITE: 2 X 4 BOTTOM CHORD SME: 2 X 4 OVERHANG LENGTH: (S- END CUT: Plumb CANTILEVER: — MUSS SPACING: 24' BUILDING CODE: FBC2017 BEARING HEIGHT SCHEDULE Hatch Le end w Deadng web 1g Bearing wags PLAN OATS: 2019 L'NBugders FrstSoUrce 4408 Alrpert Road Plant wry, FL 33563 Ph. (813) 306-1300 Faa (813)305.1301 it 6904 Parke EaQ&d. cP Site Information: 77 a, FL 3361i1�,51¢d r Customer Info: Adams Homes Port St Lucie Project Name: 2177601 Model: 23286o Lot/Block: 46/50/7 Subdivision: St Lucie County -Indian River Estates e Address: 5313 Birch Drive, . >e 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 39 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# 1 T18833124 2 T18833125 3 T18833126 4 T18833127 5 T18833128 6 T18833129 7 T18833130 8 T18833131 9 T18833132 10 T18833133 11 T18833134 12 T18833135 13 T18833136 14 T18833137 15 T18833138 16 T18833139 17 T18833140 18 T18833141 19 T18833142 20 T18833143 21 T18833144 22 T18833145 Truss Name Date A01 A01A A02B A03B A04B A05B A06 A07B A08B A09 All Al2 A13 A14 B03 C2 C3 C5 No. Seal# Truss Name Date 9 23 T18833146 D01 12/6/19 9 24 T18833147 D01A 12/6/19 9 25 T18833148 D03 12/6/19 9 26 T18833149 D04 12/6/19 9 27 T18833150 E3 12/6/19 9 28 T18833151 E7 12/6/19 9 29 T18833152 E7A 12/6/19 9 30 T18833153 F03 1216/19 9 31 T18833154 F04 12/6/19 9 32 T18833155 GR2 12/6/19 9 33 T18833156 GR3 12/6/19 9 34 T18833157 H2 12/6/19 9 35 T18833158 H3 12/6/19 9 36 T18833159 H7 12/6/19 9 37 T18833160 K01 12/6/19 9 38 T18833161 PB1 12/6/19 9 39 T18833162 PB2 1216/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Magid, Michael 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 ANSIIrPI 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 MTek'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. J�4%V-L S 1rq��04 GNP Mq �•. No 5 81 cc Mlchael S. Magid PE No.53681 Mlrek USA, Inc. Fl. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2019 Magid, Michael 1 of 1 Job Truss Type city Ply LOT 46/508 INDIAN RIVER • T T18833124 2320_(BFS) Trms PIGGYBACK BASE 5 1 Job Reference (optional) Builders FIM160UMEr (rlam Lary, FL), Ytam ury, t-L-J3bb/, b.Lw s Jul 14 zel a Mr r ell mauslnes. Inc. r nu uac 0 r Lub:uJ IU re 1.5x8 STP= 2 �2/211 5x8 TOP CHORD UNDER PIGGYBACKS TO BE LATER BRACED BY PURLINS AT 2.0-0 O.C. MAXIMUM. TYPICAL FOR ALL APPLICABLE TRUSS DESIGNS IN THIS JOB. 6x12 MT2011S0 Scale =1:77.4 7x10 = 6.00 12 5 2 24 6 3x4 4 22 25 4 5.8 7 m 5x6 i d n' 3 1.5x8 STP= 1226 N 5x8 = 89 1< 13 0 14ar 4x10 MTWHS a 11 10 16 3x4 % 3.00 F12 5x12 = 20 II 3x6 = m 9-9-3 17-6-0 2fi-40 33-10-0 41-4-0 aps zany R-1Ma za.n zrs-n Plate Offsets (X Y)- 12:0-2-6 Edgel (3:0-3-003-0] 15:0-6-8 0-1-121 f6:0-7-7 0-1-91 17:0-4-0 0-3-01 112:OA-0 0-3-41 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.87 Vert(LL) 0.77 12-14 >641 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.9612-14 >514 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(CT) 0.47 8 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 207 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD 1-3:2x4 SP No.1 BOT CHORD 2x4 SP No.2 "Except- BOT CHORD 12-13:2x4 SPNo.1, 2-13: 2x4 SP M 31 WEBS WEBS 2x4 SP No.3'Except' 5-11: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 8=1601/0-8-0,2=1601/0-8-0 Max Harz 2=333(LC 11) Max Uplift 8=-976(LC 12), 2=-975(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5124/3283, 3A=-4783/3060, 4-5= 3841/2524, 5-6- 1966/1590, 6-7=-2294/1627, 7-8=-2929/1903 BOT CHORD 2-14=-2945/4649, 12-14=-2476/4108, 11-12=-1522/2867, 10-11=-1547/2553, 8-10=-1546/2555 WEBS 3-14=-308/413, 4-14=-203/533, 4-12-721/664, 5-12=-1219/2239, 5-11=-1259f707, 6.11= 274/621,7-11=-708/573,7-10=0/306 Structural wood sheathing directly applied, except 2-0-0 cc puriins (2-0-0 max.): 5-6. Rigid ceiling directly applied. 1 Row at midpt 5-11, 7-11 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=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L-24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Exterior(2) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 26-4-0, EMedor(2) 26-4-0 to 30-6-15, Interior(1) 30-6-15 to 42-8-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 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-" wide will 8t 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 joints) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verily Capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at=lb) 8=976, 2=975. 10) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2• gypsum sheetmck be applied directly to the bottom chord. 11) Graphical Guilin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2019 Q WARNING -Verity design pemmerere antl READ NOTES ON THIS AND INCLUDED MDrEKREFERANLE PAGE MLL7479 env. 1BAN2pi6 BEFORE USE Design valid for use only Win MiTek® connectors. iris design Is based only upon parameters shown, and h for an Individual building component, not a truss system. Before use, the building designer must verity Tile applicability of design parameters and properly Incorporate the 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 wifrs possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delNery, erection and bracing of Musses and loos systems, seeANSVIPl1 Qua My Carl DSB49 and BCSI Building Component Safety Udermatbrgvallable from Two Plate Institute. 218 N. Lee Sheet. Suite 312, Alexandria. VA 22314. MiTek' 69M Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply LOT 46/5017 INDIAN RIVER E • 1 T16833125 2320_(BFS) A01A PIGGYBACK BASE 2 1 Job Reference o tional Builders rirslJource Irian ury, rL), riam Ury, rL- auaal, o.zvusau wmromu ex mamurox, ma. um VnaJ coin rage r 0 3x8 11 Ex6 4x10 MT201-5 3x4 � 3.00[12 6xB = Gx12 M1`20HSC 10 2x4 II 3x6 = Scale =1:75.0 LOADING (psQ SPACING- 2-D-0 CS1. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.99 Vert(LL) 0.72 12-14 >683 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Ven(CT)-0.9212-14 >532 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES We 0.83 Horz(CT) 0.47 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 2061b Fr 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD Structural wood sheathing directly applied, except 1-0: 2x4 SP No.t 2-" oc pudins (2-0-0 max): 5-6. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 12-13,1-13:2x4 SP No.1 WEBS 1Pow at midpt 7-11,5-11 WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP No.2 SLIDER Left 2x4 SP No.3 2-6-0 REACTIONS. (lb/size) 8=1586/0-8-0, 1=1512/Mechanical Max Hoe 1=-315(LC 10) Max Uplift 8=-969(LC 12). 1=-850(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-0=4776/3125, 3-4=-4562/2936, 4-5=-3757/2470, 5-6=-1936/1581, 6-7=-2261/1617, 7-8=-2896/1893 BOTCHORD 1-14=2754/4344, 12-14=-2406/3987, 11-12=-1483/2806, 10-11=-1538/2524, 8-10=-1537/2526 WEBS 3-14=-187/338,4-14=-159/433,4-12=-678/644,5-12=-117612172, 6-11=-265/609, 7-11=-708/572, 7-10=01307, 5-11=-1218/680 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=6.Opsh, h=25ft; 8=45ft; L=24ft; eave=6ft; Cat. II; Ely C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 18-7-8, Extedor(2) 18-7-8 to 22-10-7, Interior(1) 22-10-7 to 25-11-8, Fxtedor(2) 25-11-8 to 30-2-7, Interior(l) 30-2-7 to 42-3-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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) All bearings are assumed to be 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 100 lb uplift at joint(s) except Qt=lb) 8=969, 1=850. 10) This truss design requires that a minimum of 7/16• structural wood sheathing be applied directly to the top chord and 1/2• gypsum Michael S. Magid PE No.53601 sheetrock be applied directly to the bottom chord. Mires USA, Inc. FL Ce t 689 11) Graphical pudin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 6904 Parke East Blvd. Tampa FL 33810 Date: December 6,2019 Q WARNING. Vedlydeelgn,mmsefeteand READ NOTES ON TNISAND INCLUDED WEKBEFERMCEPAGEMIP74M env. 10V3201SBEFOREUSE Design valid for use only with MOek® connectors. This design Is based only upon parameters shown, and Is for an Indi,d uel building component, not �t a buss 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 buclding of Individual mass web cnd/or chord members only. Additional temporary and permanent brocing 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 trusses and tnss systems seeANSUIPII QuoIM GBoM, DSB49 and BCSI Building Component Safety Infornctbrtavallable from Truss Plate Institute, 218 N. We Street. Suite 312. Alexandria, VA 22314. M!Tek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type OtY Ply LOT 46/50/7 INDIAN RIVER • ) T78833126 2320_(BFS) A028 PIGGYBACK BASE 1 1 Job Reference (optional) NUIlders rlanbource (Flom Ulty, rL), clam Illy, rL- aJbb/, b24U S Uu 14 zu18 MI I eK mausenes, me. Inu use bl GUb:Ub zU1B d 5x8 6x8 = 5.8 = 22 6 LOADING (pso SPACING- 2-0-0 CSL DEFL in (too) Well Ud TCLL 20.0 Plate Gdp DOIL 1.25 TC 0.74 Vert 0.69 12-14 >660 240 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Ved(CT) -0.8112-14 >560 160 BCLL 0.0 ' Rep Stress ]nor YES WB 0.76 Hom(CT) 0.40 9 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD 1-3:2x4 SP No.1 BOT CHORD 2x4 SP N0.2 *Except* BOT CHORD 2-13:2x4 SP No.1 WEBS WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 9=1399/0-8-0, 2=1474/0-8-0 Max Ham 2=305(LC 11) Max Uplift 9=-800(LC 12), 2=-892(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (11 or less except when shown. TOP CHORD 23=-4621/3117, 3-0=-4271/2893, 4-5=-3297/2346, 5-6=-1521/1307, 6-7=-1780/1350, 7-8=-1681/1173,8-9= 1350/1005 BOT CHORD 2-14=2982/4208, 12-14=-2506/3616, 11-12=-1545/2430, 10-11=-960/1458 WEBS 3-14=-319/415,4-14=-212/555,4-12=-731/668,5-12=-1231/2006,6-11=-168/457, 7-10=-401/416,8-10=-989/1491,6-11=-1258/839 Scale=1:73.5 TP= axo II PLATES GRIP MT20 2"1190 Weight: 2051b FIF=20% Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins: 5-6. Rigid ceiling directly applied. 1 Row at midpt 5-11 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=6.Ops1; h=25ft; B=45ft; L=24ft; eave=6f ; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0. Exterior(2) 19-0-0 to 23-2-15, Intedor(1) 23-2-15 to 26-4-0, Exterior(2) 26-4-0 to 306-15, Interior(1) 30-6-15 to 37-10-4 zone;C-C for members and tomes & 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 36-0tall by2-0-0wide 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) 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. 8) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100lb uplift at joint(s) except 01=11h) 9=800, 2=892. 9) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. 10) Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Michael S. Magid PE No.53691 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2019 O WARNING -Verily0esfg4Parameferv.d NERD NOTES ON TNISANDINCLUDED MmEKREFERANCE PAGEMOVMmK 1�015DEFORE USE Design valid for use only with Maekla connectors. IDis design Is based only upon parameters shown. and Is for an Individual budding component, not a huss system. Before use, me building designer must verify the applicability of design parameters and properly Incorporate this design Into Me overall building design. Bracing indicated is to prevent buckling of individual hun web and/or chord members pay. 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 fobrlcctlon, storage, delivery, erection and bracing of trusses and yuss systems seeANSVTPII Quality CdbrN, DS849 and ICSI Building Component Safety Informalbrwollable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria. VA 22314, ��' Ik M!Tek 69M Parke East BNd. Tampa, FL 33610 Job Truss Truss Type Ply LOT 46/5OR INDIAN RIVER E • � T78833127 2320_(BFS) A038 HIP �Qty 1 1 Job Reference (optional) C011aer5 rusrbource Irlam uty, ry, mam cny, rL- Dabbl. n.z4u a aN 14 2g1 s Inc. Inu use b l Ggb:g/ 2U18 Scale = 1:73.5 6x8 = 5c8 5xe = 21 6 TP= e.6 11 9.9-3 17.1,2 19-0- 26.4-0 32-11-5 36-0-0 � 4Q.9 I ]-n.A 1-B-a ]d-O Plate Offsets (X,Y)-- [2:0-2-6,Edge], [3:03-0,0-3-0], [5:0-5-0,0-2-01. [6:0-5-0,0-2-01, f13:0-4-0,Edge1- LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(ILL) 0.70 12-13 >653 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Ven(CT) -0.8212-13 >554 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(CT) 0.40 9 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 204 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 1-3:.2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 2-13: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3'Fxcept' 5-11: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 9=1399/0-8-0, 2=1474/0-8-0 Max Hom 2=305(LC 11) Max Uplift 9= 800(LC 12). 2= 892(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4621/3120, 3-4=-4269/2892, 4-5=-3297/2346, 5-6=-1521/1307, 6-7=-1780/1350, 7-8= 1681/1173, 8-9= 1350/1005 BOT CHORD 2-13=-2984/4209,12-13=-2506/3616,11-12=-1545/2430, 10-11=-960/1458 WEBS 3-13=-321/416,4-13=-211/553, 4-12=-732/668,5-12=-1231/2006,6-11=-168/457, 7-10=-401/416, 8-10=-989/1491, 5-11- 1258/839 Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc pudlns: 5-6. Rigid ceiling directly applied. 1 Row at midpt 5-11 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=6.Opsf; h=250; B=45ft; L=24ft; eave=6ft; 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 19-0-0, Extedor(2)19-0-0 to 23-2-15, Intedor(1) 23-2-15 to 26-4-0, Exterior(2) 26-4-0 to 30-6-15, Intedor(1) 30-6-15 to 37-10-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 9=800, 2=892. 9) This truss design requires that a minimum of 7/16'struc[ural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. 10) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Michael S. Magid PE No.53661 Mi rek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2019 Job Truss Thus Type Olt, Ply LOT 4115017 INDIAN RIVER z f T78833128 2320_(BFS) A04B Hip 1 1 Job Reference (optional) builders rlrstbource, (viam eery, I-L), ram elry, rL-aaaot, O.zau s ea sv..e I. x muusmee, r..u. um veil a v.uo:va'ure ID:FvYOYY7tUw6rKPjtlHOKXY241 H-?61 LCpT9cO2FB3XvELvA0677Gz V0?D58RF Scale - 1:73.5 5x6 = 5x8 = 3z4 = Boa 12 5 20 6 21 22 7 23 J 3z4 i 19 4 24 >.6 3z4 II 5x6 0 9 3 13 '+ m 2, w 1.5x8 STP= fixB = 1B 14 12 11 - 10 I 2 6x8 = d 3.00 12 5z6 = 3x4 = 1.5x8 STP = w fix8 = 5x8 9-3-4 I 6-0 2fi-4-0 28-4-0 38-0.0 9-3.4 8-2-12 I B-10.0 24}0 9-8-0 Plate Offsets (XY)-- 12:0-2-6 Edae] 13:0-M 0-3-0] [5:0-M 0-2-01 [7:0-6-0 0-2-81 [14:0-4-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Bdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Ved(LL) 0.70 13-14 >647 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.83 13-14 >546 180 BCLL 0.0 ' Rep Stress Incr YES We 0.63 HDR(CT) 0.40 10 rile rVa BCDL 10.0 Code FBC2017/TPI2014 Matdx-AS Weight: 210 lb 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 No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No2'ExcepY WEBS 1 Row at micipt 6-12, 8-10 13-14,2-14: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Leh: 2x4 SP No.3 REACTIONS. (Ib/size) 1D=1399/0-8-0,2=1474/0-8-0 Max Hoa 2=295(LC 12) Max Uplift 1D=-800(LC 12). 2=-892(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 4655/3222, 3-4=-4321/2936, 4-5=-3338/2384, 5-6=-3054/2313, 6-7=1705/1385, 7-8=-1801/1360 BOT CHORD 2-14=-3093/4225, 13-14=-2704/3800, 12-13=-1623/2453, 11-12=-944/1559, 10-11=-980/1394 WEBS 3-14=-291/417,4-14=-44/459,4-13=8321739, 5-13=-747/1230, 6-13=-578/1024, 6-12=-1199/933,7-12=-365/555,8-11=-34/329, 8-10=-1698/1289 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opst h=25ft; B=45tt; L=24ft; eave=6ft; 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 17-0-0, Extedor(2) 17-M to 21-2-15, Intedor(1) 21-2-15 to 28-4-0, Exterior(2) 28-4-0 to 32-6-15. Interior(l) 32-6-15 to 37-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except (jt=lb) 10=800, 2=892. 9) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum Michael S. Magid PE No.53681 sheetrock be applied directly to the bottom chord. MTek USA, Ine. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33BIO Date: December 6,2019 AWARNING -Vd1ydesfgnperemefemendREADNOTESONMIS AND INCLUDED MITEKREFERANCEPAGEMX7Vj,e1101ue2VISSEFOREUSE Deagn valid for use only with MreWa connectors. This design Is based only upon parameters shown. and Is for on Individual bullring component, not a hum system. Before use, the building designer must verity fie applicabllBy, of design parameters and property Incorporate iris design into the overall building design. Bracing Indicated b to prevent bucking of lnblvlduol hum web and/or chord members only. Addlflonol temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldonce regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quoit CMM e, DS349 and BCSI Building Component Safety Informational from Truss pate Institute, 218 N. Lee street Suite 31S Alexontltlo. VA 22 14. 6904 PeMe East Blvd. Tampa, FL W610 Job Truss Truss Type - city Ply LOT 4ril50" INDIAN RIVER E ' T78833129 2320-(BFS) A05B Hip 1 1 Job Reference (optional) burners mr5looura8 mum ury, ry, riarrl carry, rL- aapbr, e.C4u s JW 14 za1 a Mr 1 eK muusmes, mc. i nu uea o 1 r:ub:uu Lu1 B renal Scale = 1:73.5 5xe = 8.00 12 3x6 = 3x4 = 5z6 = 4 21 5 22 623 7 5x6 i 20 24 6.8 3 8 0 m 2 1 m 1.5xB STP= 13 14 6xe = 3 I91 1 IN 19 15 3z8 MT20HS ' 11 10 9 'b 1 2 2x4 It 3.00 12 5x6 = 5x8 = 1.5x8 STP= 46 II 5xe 8-0.2 15 17-6-0 26-4-0 304-0 38-0-0 6-11-14 2.6-0 8-10-0 I 4-0-0 I - 0 r Plate Offsets(XY)- [2:0-2-BEdge] [3:0-3-00-341 [4:0-5-80-2-41 [7:0-3-80-2-41 [8:Edge0-1-12] [9:Edge03-8] LOADING (psf) SPACING- 2-M CSI. DEFL in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 VBrt(LL) 0.6813-15 >669 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT)-0.9411-12 >542 ISO MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES We 0.86 HocdCT) 0.42 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 204 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-7,7-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 *Except* WEBS 1 Row at midpt 8-10.5-11 9-11: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 8-9: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 9=1399/0-8-0, 2=147410-8-0 Max Horz 2=295(LC 12) Max Uplift 9=-B00(LC 12). 2=-892(LC 12) FORCES. (Ib) - Max CompJMax Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4613/3173, 34= 3698/2632, 4-5=-3936/2093, 5-6=-205l/1622, 6-7=1583/1295, 7.8=-1843/1316, 8-9=-1317/1055 BOT CHORD 2-15=-3023/4156, 13-15=-3041/4169, 12-13=-2275/3346, 11-12=-2333/3431, 10-11=-1342/2040 WEBS 3-15=0/268, 3-13=-877l734, 4-13= 225/393,4-12=-698/1156, 5-12=-596/1053, 6-10=-909/592, 7-10=-216/572, 8-10=-885/1437, 6-11= 176/449, 5-11=-1683/1212 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=6.Opsf; h=25ft; B=45ft; L=24f : eave=6f ; 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 15-0-0, Exterior(2) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 304-0, Exterior(2) 304-0 to 34-6-15, Interior(1) 34-6-15 to 37-104 zone;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 6) 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 lb uplift at joint(s) except (jt=lb) Michael S. Magid PE No.53681 9=800, 2=892. MTek USA, Inc. FL Cart 6634 10) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: December 6,2019 Q WARPING - 14sdrydeagnpbremefersendf? ADNDTES ON WMAND INCLUDEDMNEKREFERANCEPAGEMX74r3 rev.1M 015 BEFOREUSE Design valid for use only wim Mrtek®connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the buYdmg designer must verify the applicability of design parameters and properly Incorporate mis design Into the overall buildingdesign. Bracing indlcaled is to prevent bucking of Individual hussweb and/or chord members arty. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Nlury and property damage. For general guidance regarding the fabrication,storage,delivery, erection antl bracing of Trusses and truss systems, sdoANSVIPII Quo Cristo, DSS­69 and SCSI Building Component Safety Infonnotionovollable from Truss pate Institute. 218 N. Lee Sheet. Suite 312 Alexandria, VA 22314. ��- MOW 69M Parke East Blvd. Tampa, FL 33610 Job us Thus Type City Ply LOT 46/50/7 INDIAN RIVER E 1. T70833130 2320_(BFS) TA065 Hip. 1 1 Job Reference o 8onal Builders FirslSource (Plant City, FL), Plant City, FL- 33557, 8.240 6 Jul 14 201B MI I ek Inc. Inu UDC 517:U5:102019 d Sx6 = 6.00 r12 4 5x6 = 22 5 30 = 6 2324 5x6 = 7 Scale=1:73.3 16 15 -- -" '- _- ._ -- 11 10 3x6 = 2x4 II 3xB = 4x6 = 3x4 = 46 = 3x8 = 6x8 = 6-6.14 1&40 22-8.0 324-0 41-4-0 in i4. Plate Offsets (X Y)-- I3:0-3-0"-41 [4:0-3-8 0-2-4] 15:0-3-0 0-3-0] f7:0-3-0 0-2-01 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Udell Ud ,PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.65 Vert(LL) -0.28 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Veri -0.5513-15 >901 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(CT) 0.14 10 rife n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 231 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 12-14: 2x4 SP No.t WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1597/0-8-0, 10=1523/Mechanical Max Harz 2=338(LC 11) Max Uplift 2=-974(LC 12). 10=-857(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at micipt 5-15, 6-11, 8-10 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2953/1974, 3-4=-2423/1730, 4-5=-213B/1672, 5-fi=-2414/1797, 6-7=-1677/1365, 7-8>7905/1420 BOT CHORD 2-16=-1869/2727, 15-16=-1871/2724, 13-15=-1631/2502, 11-13=-1531/2320, 10-11=-997/1383 WEBS 3-15=573/507, 4-15=-366/754, 5-15=-550/368, 6-13=-52f410, 6-11=-942/657, 7-11=-286f576,8-11=-119/479,8-10=-1826/1310 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ni TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; 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 13-0-0. Exterior(2) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 32-4-0. Extenor(2) 32-4-0 to 36-9-7, Interior(1) 36-9-7 to 41-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) except (jt=lb) 2=974,10=857. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33010 Date: December 6,2019 QWARNING-Ver/fydeslgnmmmetersanEREAD NOTES ON TNISAND/NCLUDWMITEKREFERANCEPAGEMU747amv. 10,113201SBEFORE USE Design volld for use only with MBek® connectors. This design Is bared only upon parameters shown and Is for an Individual building component not �'- a hum system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of indNlduol huss web and/or chord members only. Additional temporary and permanent bracing MiTek• 8 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 fnlsses and hum system& seeANSVIPII Quality Odfeda, DSB-59 and BCSI Buytlhg Component 69N Parke East Blvd. Safety Infaimallona alloble from Truss Plate Irehi 218 N. Lee Sheep Suite 312, Alexondda. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 4615W INDIAN RIVER E I, T18833131 2320_(BFS) A07B Hip 1 1 Jab Reference (optional) Builders RrslSource (Plant City, FL), Plant City, FL-33567, 5x6 = 0.240 S Jul 14 2019 MI I eK ID:FVYOYY7tL Jw6rKPjtlHol W241 KUHUE 3x4 = SxB = Inc. InUUec 511:Ua:122U1B Scale=1:72.0 4x6 1 3x4 = 5x6 = 17 16 ._ __ ._ __ ._ __ __ 11 lu 3.6 = 2x4 II 3xB = Sx6 W B= 3x4 = 46 = 3.4 = 5xB = 3x6 II LOADING (pso SPACING- 2-0-0 TOLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 CS'. TO 0.80 BC 0.98 We 0.90 Matrix -AS DEFL. Vert(L-) Vert(CT) Horz(CT) in (loc) Wall Ud 0.36 14-16 >999 240 -0.7314-16 >674 180 0.15 10 n/a n/a PLATES GRIP MT20 244/190. Weight: 233 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 20 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 13-15: 2x4 SP No.1 WEBS 1 Row at midpt 5-16, 7-11 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1597/0-8-0, 10=1523/Mechanical Max Hom 2=336(LC 12) Max Uplift 2= 960(LC 12), 10=-871(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2945/1975, 3-4=-2574/1798, 4-5=-2289/1705, 5-6=-2844/1977, 6-7=-2127/1504, 7-8=-619/508,8-9=-715/519,9-10=-1525/1081 BOT CHORD 2-17>1953/2632, 16-17=-1953/2632, 14-16=-1981/2795, 12-14=-1876/2679, 11-12=-1044/1463 WEBS 3-16=-427/433,4-16=-480/905, 5-16= 789/549, 6-14= 7/321, 6-12=-875/738, 7-12=-592/1127,7-11=-1502/1120,8-11=-1011250, 9-11=-859/1311 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=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 38-11-15, Exterior(2) 38-11-15 to 41-2-4 zone:" 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 fora 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, with BCDL= IO.Opsf. 6) All bearings are assumed to be 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 100 Ito uplift at joinf(s) except (jt=lb) 2=960, 10=871. 9) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL13610 Date: December 6,2019 QWARNING-Vedfydeslgnperemetenerd READNOTES ON THIS AND WCLUOEDMITEIrREFERANCEPAGEM/474T3rev. 1BU&2015 BEFORE USE Design valid for use only with MBeW connectors. This design is based only upon parameters shown, and Is for on Individual building component, not �r ■■ a truss system. Before use, the bullding desl9ner, must verity the appllcobVity of design parameters and property Incorporate this 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 MiTek' 6 always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fobricatlon, storage. delivery, erecton and bracing of theses and truss systems. seeANgmRI CYOItly Cift do, D80419 and BMI kuedmg Component 6904 Parke East Blvd. Safety mformationavallable from Luss Plate Institute. 218 N. Lee Street, Sulfa 312. Alexandria. VA 22314. Tampa, FL 33610 Job Thus Truss Type City Ply LOT 46150/7 INDIAN RIVER T18B33132 2320_(BFS) A08B HALF HIP 1 1 Job Reference o lional Builders RrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Jul 14 2019 Mi I am Indusides, Inc. Thu Dec 5 17:06:13 2019 Page 1 ID:FvYOYY7tUw6rKPjtlHoKX1241 H.L3gtOwrtslhF1914OKSpW cEkOu8_ciOkNNvCwCyByKO 1-4-p 8-0-1 7-5 2--2 2-20 I 2 41-0.4a 7-15 15715 619 7515 E& 5x6 = 6.00 3x4 = 5x6 = 5x6 = 22 23 5 6 7 Scale=1:72.0 3x6 = 2x4 11 8 24 9 d 15 15 14 13 12 11 ,J fix8 = 3x6 = 3xe - 46 = 3x4 = 30 = 4x6 = 3x4 = LOADING (psi) SPACING- 2-0-0 CSL DEFL. in (too). I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.48 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.61 13-14 >813 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.18 10 We We BCDL 10.0 Code FBC2017/TP12014 Mabix-AS Weight: 215 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structuml wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1Row at midpt 5-16,8-10 REACTIONS. (lb/size) 10=1523/Mechanical, 2=1597/0-8-0 Max Horz 2=343(LC 12) Max Uplift 10=-930(LC 9), 2=-959(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2902/1986, 3-4=-2706/1892, 4-5=-2409/1754, 5-6=-3342/2294, 6-7=-3255/2181, 7-8=-2173/1429 BOT CHORD 2-16=-1993/2554, 14-16=-2269/3178, 13-14=-2423/3466, 11-13=-2014/2915, 10-11=-1131/1622 WEBS 3-16=-290/382, 4-16=-614/1014, 5-16=-1060l716, 5-14=-82/379, 6-13=-332/382, 7-13=-263/536,7-11=-1097/864,8-11=-607/1120, 8-10=-2069/1456 NOTES- 1) Unbalanced roof live loads have been considered forthis design. ' 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.Opsf; h=25ft; B=45h; L=24ft; eave=6N; Cat. II; Ely C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-0-0to'1-8-0. Interior(l) 1-8-0to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Intedor(1) 13-2-15 to 41-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearings are assumed to be: , Joint 10 SYP No.2 crushing capacity of 565 psi. 7) Refer to girder(s) for buss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except jt=11o) 10=930, 2=959. 9) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53681 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2019 Q WARNING. Ver/Iydesignparemelersand READNOITS ON 7N/SANDINCLUDEDMREKBEFEBANCEPAGEM674MS , leaSO015BEFOREUSE Dedgn valitl for use only WE MOek® connectors. lhis design Is based only upon pOrameters shown, and Is for an IntlNltlual buatling oompanent not a hu54 rystem. Bafore use. hre builtling tleslgner must vedN the appllcabaily of dedgn paameten gntl properly Inrorpgrate rats tlesign Into the overall builtling tlesign. Bracing Indkated h to prevent buckling of NtlMtluol buss web and/or chortl members only, Additional temporary gntl permanent bracing ��- iwiTek' a always requ6ed for stoblliiy and to prevent cailapse wim possible personal lnlury gntl property tlamoge. For general guld nce re ing Cg the fabrlconon, storage. d.1 .ry erection and broclno of inures on, fins systems seeANSU1P11 CugI1M CM�M, DSk49 mid kC9luIdMp Cgmpgn�nf SMNy Nlormatbrpvol0b1. from TruA Plate InsnMe. 218 N. Lee Shea,. Sulfa 312 Atexontltla VA 22 14. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 4615017 INDIAN RIVER ' Ix T78833133 2320_(BFS) A09 Half Hip Girder 1 2 Job Reference [optional Builders RrstSource (Plant City, FL), Plant City, FL- 33567. 8.240 s Jul 14 2019 MiTek Industries. Inc. Thu Dec 517:06:16 2019 i ;i 3x6 = 5x6 = 5x6 = 516 = Scale=1:72.0 3x6 = 2x4 II 21 39 40 20 19 41 18 42 43 17 46 45 16 15 46 14 47 13 48 4950 12 6x8 = 5x6 WB= 4x6 = 3x6 = 7-0-0 12-9.8 17-0-1 2140-11 2654 30-11-14 31-11 4P40 7-0-0 5-&8 4-6.8 4-6-10 46-10 4-6-10 46-10 5-&8 _ Plate Offsets (X,Y)- I3:0-3-0,0-2-01, f6:0-3-0,0-3-01. I8:0-3-0,0-3-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip COIL 1.25 TC 0.67 Ven(LL) 0.66 17-18 >746 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Ved(CT) -0.7517-18 >661 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.50 Horz(CT) 0.19 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 444 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 15-19: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=2939/Mechanical, 2=2762/M-0 Max Horz 2=281(LC 8) Max Uplift 12- 1975(LC 5), 2=-1775(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5469/3357, 3-0=-4897/3127, 4-5=-7122(4452, 5-6=-8068/5031, 6-7= 8222/5112, 78=-7574/4759,B-9=-6128/3929, 9-10=-3890/2521 BOT CHORD 2-21=-3082/4814, 20-21=-4075/6371, 18-20=-0899/7742, 17-18=-5219/8286, 16-17=-5080/8041,14-16=-4499/6990,13-14=-3413/5155,12-13=-1707/2486 WEBS 3-21=-1089/2050, 4-21= 2207/1405,4-20=-708/1416,5-20=-1160/835, 5-18=-271/622, 6-18=423/378,7-17=101/364,7.16=-866/674,8-16=-560/1084, 8-14=-1601/1120, 9-14=-1018/1806, 9-13=-2346/1655, 10-13=-1510/2605,10-12=-3581/2474 Structural wood sheathing directly applied or 4-1-7 0o puffins, except end verticals. Rigid ceiling directly applied or 5-9-1 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1Od (0.131°x3') nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 Do. 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 roof live loads have been considered for this design. 4) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124ni TCDL=4.2psf; BCDL=6.Opst h=25N; B=45f1; L=24ft; eave=6f; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x4 MT20 unless otherwise indicated. 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcunent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearings are assumed to be: , Joint 12 SYP No.2 crushing capacity of 565 psi. 10) Refer to girder(s) for truss to truss Connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=1975, 2=1775. Continued on page 2 Michael S. Magid PE No.53681 MiTek USA Inc. FL Cad 6834 6904 Parke East Blvd. Tampa FL 33810 Date: December 6,2019 ®WARNING- Verl/ydeslgnpxmmeteraendREADNOTES ON TFUSANDINCLUDED MIFEKREFERANCEPAGEMI474"niv.1VallItp15BEFOREUSE. Design valid for use onl itb M6ek9connectors. Th6 design Is based only upon parameters shown, and Is for an InOMtlual building component, not a truss system. Before use, the building designer must verity the applicability of dodgn parameters and property Incorporate the design Into the overall building design. Bracing indicated B to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always required for stabllry and to prevent collapse with Possble personal lnlury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII QualBy CMrrdu, Bali and IICSI Suldhp Component Safety mfonnationavailable from Truss Fate Institute. 218 N. Lee Street Suite 312, Alexandra VA 22314. 69M Palle East Blvd. Tampa, FL 33610 Job Truss - Truss Type Cry Ply LOT 46/5017 INDIAN RIVER T78833133 2320_(BFS) A09 Half Hip Girder 1 2 Job Reference o tiona Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s JW 14 2019 MiTek Industries, Inc. Thu Dec 5 17:06:16 2019 Page 2 ID:FVYOYY7tLJw6rKPItlHoKXz241F1-meW 71)(pkbcdtOUpb7aNDEsMW IL7bp9WA9L7sXXyByKL NOTES- 12) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 Ib down and 2961b up at 7.0-0, 871b down and 164 It, up at 9-0-12, 87 lb down and 164 lb up at 11-0-12, 871b down and 164 lb up at 13-0-12, 87 lb down and 164 lb up at 15-0-12, 87 Ib down and 164 Ib up at 17-0-12, 87 lb down and 164 It, up at 19-0-12, 87 Ib down and 164 It, up at 21-0-12, 871b down and 164 Ike up at 23-0-12, 87 Ib down and 164111 up at 25-0-12, 87 lb down and 164 lb up at 27-0-12, 87 Ib down and 164 lb up at 29-0-12, 87 lb down and 164 lb up at 31-0-12, 87 Ile down and 164 Ib up at 33-0-12, 87 lb down and 164 Ito up at 35-0-12, 87 - lb down and 164 Ib up at 37-0-12, and 87 lb down and 1641b up at 39-0-12, and 111 lb down and 157 lb up at 41-2-4 on top chord, and 290 Ib down and 181 Ito up at 7-0-0, 66 It, down at 9-0-12, 66 Ile down at 11-0-12, 66 Ib down at 13-0-12, 66 Ib down at 15-0-12, 66 lb down at 17-0-12, 66 lb down at 19-0-12, 66 lb down at 21-0-12 , 66 lb down at 23-0-12, 66 Ib down at 25-0-12, 661b down at 27-0-12. 66 Ib down at 29-0-12, 66 It, down at 31-0-12, 66 lb down at 33-0-12, 66 lb down at 35-0-12, 66 lb down at 37-0-12, and 66 Ile down at 39-0-12, and 133 lb down at 41-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-11=-54, 12-22= 20 Concentrated Loads (Ib) Vert: 3=-95(F) 11=-111(F) 12=49(F) 21=-290(F) 20=-40(F) 5=-87(F) 18=-40(F) 14=-40(F) 9=-87(F) 15=-40(F) 25=-87(F) 26=-87(F) 27=-87(F) 28=-87(F) 29=-87(F) 30=-67(F) 31=-87(F) 32=-87(F) 33=-87(F) 34=-87(F) 35=-87(F) 36=-87(F) 37=-87(F) 38=-87(F) 39=40(F) 4D=40(F) 41=40(F) 42=40(F) 43=40(F) 44-40(F) 45=40(F) 46=40(F) 47=40(F) 48=40(F) 49=40(F) 50=40(F) O WARNING- Vertrydeargnpammetem and READNOTES ON 7NISAND INCLUDED MI7EKREFERANCE PAGE MX7473rev. TrTaVOISBEFORE USE Deslgn valid for use only wl}h Mlfek® connectors. ThIs design Is based only upon parameters shown, and a for on Individual building component, not ��- a tens system. Before use, Me bulldIng designer must verity Me applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual puss web and/or chord members ody. Additional temporary and permanent bracing MiTek' Is always required for stabmty, and to prevent collapse with possible personal Injury and property damage. For general guldance regording Me fabrication, storage, delivery, erectlon and bracing of musses antl puss systems, seeANSVlp11 Guaamen ly Cn, DS049 and ICSI Building p Component Paula,Paula,Eest Blvd. East B Safety r damnatbnavalloble from true Rate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tempo. FL Job - Truss Thus Type Ply LOT 46/5017 INDIAN RIVER T78833134 2320_(BFS) A10 HIP �Oty 1 1 Job Reference (optional) Bull FirstSource (Plant City, FL), Plant City, FL- 33567, n d 5lo6 8.240 s Jul 14 2019 ID:FvYOYY7tLJw6rKPjt1HOKXz241 Slog = Sea = 25 26 6 2] Thu Dec 5 17:06:18 2019 aloe 11 3x6 II Sloe 2x4 II 9-4-11 17-1-8 25-71-8 3&71-6 37-8 &4-11 7-8-13 B-10-0 8-0-0 1-&0 Scale=1:69.2 Plate Offsets(XY)-- f1:0-0-40-11-61 (1:0-0-20-1-15113:0-3-00-3-01 f5:0-5-002-0116:0-3-80-241 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.59 13-15 >717 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.7213-15 >590 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.42 9 rile n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 219 to FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP No.2 SLIDER Left 2x4 SP No.32-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. Except: 74-0 oc bracing: 10-11 WEBS 1 Row at midpt 5-11, 7-10 REACTIONS. (lb/size) 9=1310/0-3-8, 1=1310/Mechanical Max Harz 1=281(LC 12) Max Uplift 9=-759(LC 12), 1=-718(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=4031/2789, 3-4=-3792/2620, 4-5=-2914/2134, 5-6=-1260/1116, 6-7=-1456/1163, 7-8=435/350, 8-9=-1307/903 BOT CHORD 1-15= 2720/3706, 13-15=-2363/3239, 11-13=-1435/2129, 10-11=-634/911 WEBS 3-15=-221/355, 4-15=-183/483, 4-13=-705/653, 5-13=-1156/1813, 5-11=-1207/874, 6-11=-141/377,7-11=-256/604,7-10=-1248/944, 8-10=-633/1064 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=4.2psC BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-0-12, Intedor(1) 3-0-12 to 18-7-8, Exterior(2) 18-7-8 to 22-10-7, Interior(1) 22-10-7 to 25-11-8, Exterior(2) 25-11-8 to 30-2-7, Inter or(1) 30-2-7 to 35-5-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=11b) 9=759, 1=718. 9) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53681 MITek USA, Inc FL Cliff 6634 6884 Parke East Elvd. Tampa FL 33810 Date: December 6,2019 Q WARNING -Verity design Pinamelavand READNOTES ON TNISANDWCLOOEOMT KREFERANCEPAGEUX74MM410TIZ20166EFOREUSE. Design valid for use only with MRek® connectors. Phil design Is based only upon parameters shown, and 6 for an individual budding component, not ��- a toss system. Before use, the building designer must verity the opplicabllity, of design parameters and properly Incorporate iris design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members cNy. Additional temporary and bracng M!Tek' permanent IS always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding the tobdcatlon. storage, delivery, erection and bracing of trusses and truss systems seeANSVTPII Quality Call 038-09 and BCSI Building Component 6904 Palle East Blvd. Safety Informatlorravolloble from Truss Plato Institute. 218 N. Lee Street, Suite 312. Alexandria VA 22314. Tampa, FL 33610 Job Thus - Truss Type City Ply LOT 4615017 INDIAN RIVER ' • T78833135 2320_(BFS) All HIP 1 1 Job Reference (optional) Builders FrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Dec 517:06:19 2019 Scale: 3/16l 5x6 = 3x4 = 5x8 = 5 25 a 26 27 �•� „ 2x4 II 3x6 II 5x6 9 5x12 = 2x4 II LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Ud PLATES GRIP TCLL 201.0 Plate Gdp DOL 1.25 TC 0.98 Vert(L-) 0.60 14-16 >709 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BID 0.97 Vert(CT) -0.7414-16 >576 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Hom(CT) 0.41 10 rJa n/a BCDL 10.0 Code FBC20177rP12014 Matdz-AS Weight: 226 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. WEBS 2x4 SP No.3 SLIDER Leh 2x4 SP No.3 2-6-0 REACTIONS. (lb/size) 10=1310/0-3-8, 1=1310/Mechanical Max Horz 1=281(LC 12) Max Uplift 10=-759(LC 12), 1=-718(LC 12) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=-4037/2843, 3-4=-3792/2662, 4-5=-2924/2186, 5-6=-2680/2104, 6-7=-1947/1593, 7-8=-1351/1043,8-9=-398/290,9-10=-1293/939 BOT CHORD 1-16=-2762/3681, 14-16=-2386/3225, 13-14=-1374/2031, 12-13= 762/1175, 11; 12=-274/371 WEBS 3-16=-233/371,4-16=-191/497,4-14=-660/612,5-14=-689/1069, 6-14— 657/993, 6-13— 949/802,7-13=-831/1176,7-12=-563/492,8-12=-572/938, 8-11=-1166/1022, 9-11=-920/1203 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opst; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C EMedor(2) 0-0-12 to 3-0-12, Intedor(1) 3-0-12 to 16-7-8, Exterior(2) 16-7-8 to 20-10-7, Interior(1) 20-10-7 to 27-11-8, Exterior(2) 27-11-8 to 32-2-7, Interior(1) 32-2-7 to 35-5-12 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 10=759,1=718. 9) This truss design requires that a minimum of 7/16' structure[ wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2019 O WARNING-Veritydesignparerieremend READ NOTES ON THISAND INCLUDED MITEKREFERANCEPAGEM674iJrev.. favaII015BEFORE USE Design valid for use only wife MBeWconnectors. TNs tlesign Is based Only upon paameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must velity fee applicability of design parameters and properly Incorporate 1Ns design Into fee overall bullding design. Bracing Indicated is to prevent Waling of Individual truss web and/or chord members only, Additional temporary and permanent bracing MiTek' 6 always required for stability and to prevent collapse wife possible personal Injury and properly damage. For general guldwce regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeAN6UIP11 Qup®v Ciliate. DS349 and BC61 lurdhComponent 69o4 PaAe East Blvd.p Safely informatio evallabie from Truss Plate Institute, 218 N. Ise Street, Suite 312 Aiexandtla. VA 22 14. Tam pa, F L 33610 Job Truss Truss Type City Ply LOT 46/50A INDIAN RIVER E r ` TiBB33136 2320_(BFS) Al2 HIP 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Dec 517:06:20 2019 r b Scale:.3/16'=l' 5x6 = 3x4 = 5,8 = 6.00 12 _ _ _ 5 29 6 30 3xfi II 5z6 G 20 1 5x6 = &411 17-t-8 22-6-6 23-5-0 29-11-B 3&11-8 35-7-8 9.4-11 I 7-8-73 I 5-5-0 -10- fi-fi-B 4.0.0 17-B 0 Plate Offsets IX Y)- [1:0-0-e 0-11-141 [1:0-0-2 0-1-151 [3:0-3-0 0-3-0] [5:0-4-00-2-81 17:0-5-8 0-2-41 r10:0-1-13 0-0-01 [11:0-0-0 0-1-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too). Mail Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.66 15-17 >647 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.81 15-17 >523 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.66 Hom(CT) 0.46 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-AS Weight: 2241b FT=20% LUMBER- TOP.CHORD 2x4 SP ND.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-0-0 BRACING- TOPCHORD BOTCHORD WEBS JOINTS REACTIONS. (lb/size) 9=131010-3-8, 1=1310/Mechaniml Max Ho¢ 1=281(LC 12) Max Uplift 9=-759(LC 12), 1=-718(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-4041/2908, 3-4=-3792/2714, 4-5=2956/2237, 5-6=-3426/2588, 6-7=-2418/1900, 7-8=-1164/876, 8-9=-1270/945 BOT CHORD 1-17=-2828/3660, 15-17= 2420/3217, 14-15_ 1751/2505, 12-14=-684/1018 WEBS 3-17=-241/379,4-17=-198/503,4-15=-600/575,5-15=-938/1364, 6-15=-820/1211. 6-14=-11161969,7-14=-1211/1699, 7-12=-733/673, 8-12= 790/1159 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 7-1-0 oc bracing: 12-14 10-0-0 Dc bracing: 11-12 1 Row at midpt 7-14 1 Brace at Jt(s): 12 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=6.Opsh h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-0-12, Intedor(1) 3-0-12 to 14-7-8, Exterior(2) 14-7-8 to 18-10-7, Interior(1) 18-10-7 to 29-11-8, Exledor(2) 29-11-8 to 34-2-7, Interior(1) 34-2-7 to 35-5-12 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 par 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 arectangle 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 9=759, 1=718. 9) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53601 MiTek USA, Inc FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2019 QWARNING. VerlyydesrgAPeremetereard READN0TES ON 7N/SANDINCLUDED MIFEICR£FERANCEPAGEM674TJrey. 10,19a/2elSBEFORE USE Design valid for use only with MlfekB connectors, i is design 6 based oray upon parameters snown, and Is far on Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate fNs design Into the overall building design. Bracing indicated a to prevent bUCWing of lndivJdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' a always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regartling the fabrication, storage. dollvery, erection and bracing of trusses and truss systems. seeANSVIP]l Quality Criteria, DS549 and kC51 building Component 69M Parka East 6W. Safety Infamtalbrnvo6abie from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa. FL 33610 Job Thus Truss Type city Ply LOT 46/5017 INDIAN RIVER ' T18833137 23201 A13 HIP 1 1 Job Reference o tional Builders RrstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 14 2019 Inc. Thu Dec 517:06:23 2019 5x6 = 6.00 12 3x4 = Sx6 = 5.6 = Scale: 3/16'=1' 2x4 II 4x6 = 3x4 = 5xB = 3x6 II 3zfi = 3x8 = 3x6 = 6-7-4 13.0-0 22.8-0 32-44 0 36-0.0 6 -7-4 I 6-4-12 9-B-0 I 9-&0 I 3-8-0 Plate Offsets (X,Y)-- f3:0-4-0,0-3-01, 14:0-3-8,0-2-41, 16:0-3-0,0-3-01 f7:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Waft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Ven(LL) -0.22 12-13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.42 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES We 0.58 Hom(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matdx-AS Weight: 2091b 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.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1Row at midpt 5-13.6-10 REACTIONS. (IWsize) 2=1400/0-8-0, 9=1325/0-3-8 Max Horz 2=357(LC 12) Max Uplift 2- 844(LC 12), 9=-765(LC 12) Max Grav 2=1407(LC 17), 9=1325(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2534/1654, 3-4=-2024/1416, 4-5=-1778/,1385, 5-6=-1783/1305, 6-7= 706/622, 7-8=-812/611, 8-9=-1324/990 BOTCHORD 2-15=-1676/2301, 13-15=-1679/2294, 12-13=-1301/1901, 10-12=1069/1552 WEBS 3-13=-570/509,4-13=-215/577,5-13=-295/177,5-12= 280/340,6-12=-206/610, 6-10=-1199/849,8-10=-765/1165 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=6.Opst h=25ft; B=45ft; L=24ft; eave=60; 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 13-0-0, Extedor(2) 13-0-0 to 17-2-15, Intedor(1) 17-2-15 to 32-4-0. Extedor(2) 32-4-0 to 35-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 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 joints) except (jt=lb) 2=844, 9=765. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53681 MPfek USA, Inc. FL Cad 6634 6904 Parke East ENd. Tampa FL 33610 Data: December 6,2019 O WARN/NG- VufJydeslgnparemefam.d READNOTES ONTNLSANDINCLUDEDMnEKREFERANCEPAGEMp74T3rev. 111/9012e15BEFOHEUSE. Design valid for use only with MirekS, connectors. Phs design Is based only upon parameters shown, and Is for on Individual building component, not ��- a truss system. Before use, the building designer must verify the applicability Of design parameters and properly Incorporate this design Imo me overall building design.&acing indicated is to prevent buckling of Individual taus web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability end to prevent collapse with possible personal Injury and property damage, For general Guidance regarding the fabecaaon, storage, delivery, erection and bracing of trusses and truss systems, seeANSU1Plt Quo' y create. DSB49 and SCSI Building componr nt 6904 Parke East Blvd. Safety Infaraction vailoble from Truss Plate Institute, 218 N. Lee street Suite 312, Alexandre, VA 22314. Tampa, FL 33610 Job - Truss Thus Type - City - Ply LOT 4615W INDIAN RIVER E • T18833138 2320_(BFS) A14 HIP 1 1 Job Reference (optional) Builders RrstSource (Plant City, FL), Plant City, FL- 33567, m d 3x6 = 8.240 s Jul 14 2019 Mil Industries, Inc. Thu Dec 5 17:06:24 2019 ID:FvYOYY7tLJw6rKPjtlHOKXz241 H-XB71 igvli4dk4Q8TGW5ZYhu-ZnyggpMva311 Sx6 = 3x4 = 5x6 = 4 21 5 22 6 23 7 Scale - 1:62.9 2.4 II 5,,6 = 3x4 = 4x6 = 3x4 = 3x4 = 3x6 = 6x6 = are = 8-1-3 15-6-15 22-8-0 29-9-0 36-0-0 84-3 7-5-12 7.1-1 7-1-1 6.3-0 Plate Offsets-(X,Y)- (4:03-8,0-2-41, (6:0-4-0,0-3-01, 17:0-3-0,0-2-0j LOADING (psQ SPACING- 2-D-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.23 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.32 13-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017?P12014 Matrix -AS Weight: 2001b FT=20% 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=1400/0-8-0, 9=1325/0-3-8 Max Horz 2=357(LC 12) Max Uplift 2=844(LC 12), 9= 781(LC 9) Max Grav 2=1406(LC 17), 9=1325(LC 1) FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2565/1732, 3-4=-2380/1625, 4-5=-2130/1549, 5-6=-1974/1419, 6-7=-1202/885 BOTCHORD 2-15_ 1785/2327, 13-15_ 1392/1881, 12-13_ 1581/2196, 10-12=-1194/1638, 9-10=-279/361 WEBS 3-15=-318/412,4-15=-224/481,4-13=-194/508,5-13=-278/256,5-12= 355/377, 6-12=-272/594,6-10=-985/827,7-10=-947/1336,7-9=-1329/1060 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 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=6.Opsh h=25R; B=45ft; L=24ft; eave=6ft; 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 11-0-0, Extedor(2) 11-0-0 to 15-2-15, Interior(1) 15-2.15 to 34-4-0, Exterior(2) 34-4-0 to 35-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SYP No.2 crashing 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 61=11b) 2=844,9=781. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53601 MTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33010 Dale; December 6,2019 O WARNING -Vedfy des/SnPbmmeters end READ NOTES ON TNISAND INCLUDED MmEKREFERANCEPAGEM674n.ir.. 1GOJrV15 BEFORE USE. Design volid for use only with M6eM connectors. This design 0 based only upon parameters shown. and Is for an Individual bulldIng component not ��- a truss system. Before use, the bulltling all must verity the applicability of design parameters and properly Incorporate this design Into the overall bulltling design. Racing Indicated B to prevent buckling of IndlvIdual truss web and/or chard members only. Additional temporary and perrnment bracing MiTek' 6 always required for stability and to prevent collapse with possible peaonol Injury and property damage. For general guidance regarding the fobncollan, storage, delivery, erection and bracing of trusses and truss systems seeANSU1Pll QualmXyy CMsdo, DS549 and 11051 Building Component 69M Parka East Bind. Sably Informallonavalloble from Truss Plate ball 218 N. Lee street, Sulte 312, Alexontltlo. VA 22314.. Tampa, FL 33610 Job s Truss Type Oty Ply LOT AWE= INDIAN RIVER � T78833139 2320_(BFS) JAA�15 HALF HIP 1 1 Job Reference (optional) Builders Firs[Source (Plant City, FL), Plant City, FL-33567, m d 5x6 = 4 20 8.240 s Jul 14 2019 I D:FvYOYY7tUw6rKP)tlHoKxII41 H4 30 = SK6 = 5 6 22 Inc. Thu Dec 5 17:0625 2019 3x6 = 7 23 Scale = 1:62.9 3x4 11 3x6 = 3x8 = 4x6 = 3x4 = 316 = 3x4 = 6.8 = Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [6:03-0,03-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.67 Ved(LL) 0.30 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.44 12-14 >988 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.98 Horz(CT) 0.13 9 n1a We - BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 185 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. WEBS 2x4 SP No.3 WEBS 1Row at midpt 7-9 REACTIONS. (IWsize) 9=132WO-3-8, 2=1400/0-8-0 Max Ho¢ 2=343(LC 12) Max Uplift 9=-851(LC 9), 2=-846(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2471/1692, 3-4=2278/1600, 4-5=2024/1493, 5-6=-2608/1791, 6-7=-1994/1325 BOT CHORD 2-14=-1731/2169; 12-14=-1882/2602, 10-12=-1736/2463, 9-10=-1138/1603 WEBS 3-14=-281/372, 4-14=-442(783,5-14=-782/520, 6-12=-81/263, 6-10=-694/608, 7-10=-381/797, 7-9=-1900M366 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=6.Opsf; h=25ft; 8=45ft; L=24ft; eave=6ft; Cat. II; Exp 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 9-0-0, Extedor(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 35-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psi bottom chord live load nonconcunent 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 100111 uplift at joint(s) except jt=1b) 9=85112=846. 8). This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53681 MITek USA, Inc. FL Cent 6634 6986 Parke East Blvd. Tampa FL 33810 Data: December 6,2019 ,&WARNING- VaNrydesr9nparamefNs.dREADN07ES ON WISANDWCLUDEDMREKREFERANCEPAGEM67473re, 1NO3,2015BEFORE USE. Design valid for use only with MBek®connectors. This design a loosed only upon parameters shown, and Is for an IndMduol building component, not ��- a truss system. Before use, the bullding designer must verify the appllcoblllN of des gn parameters and properly Incorporate the design Into the overall burdingdesign. BracingIndicatetle oprevent budding oflndividuolfrassweband/or chord members only. Additional temporory and permanent brocing MOW e always required for stability and to prevent collapse with possible personal Injury and property damage. For general gudonce regarding the fabrication. storage, delNery, erection and brodng of misses and trim systems. WeANSVIPII GuaBh criteria. D5649 and BC51 Building Component Safety Informalbrgvollable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 69U Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Ply LOT 46/5017 INDIAN RIVERET18833140 1 2320_(BFS) A18 Half Hip Girder r 1 Job Reference (optional euuaers rusmourrs lriam dry. I-L), rlan[ ury, rL- U4apq a.z4U s au 1q zU1e mu ex mausmes, mc. I r uec a 11:aa:Ae 2ma 6.00 F12 17 d Ra 6 4x6 = 3 20 4 21 Scale=1:62.9 4x6 = 7xIO = 416 = 5x8 = 2x4 11 22 23 5 24 25 626 27 28 7 29 30 8 31 32 9 m uv ,o m Oa uo w Jr Jo 6e Jy m 4u 41 11 4Z 441 44 1.51 STIP 416 4x10 MT20H5= 4x6 = 4x6 = 5x6 = 7x10 = 5x8 = 4x6 = 4x[0 MT20HS= LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/rP12014 CSI. TC 0.67 BC 0.41 WB 0.86 Matrix-MSH DEFL, Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud 0.51 14-15 >848 240 -0.6014-15 >722 180 0.13 10 n/a Na PLATES Mi20 MT20HS Weight: 235 lb GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc pudins, 1-3:2x4 SP M 31 except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 5-0-2 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt a-10 REACTIONS. (lb/size) 10=2497/0-3-8, 2=2394/0-8-0 Max Holz 2=276(LC 8) Max Uplift 10=-1623(LC 5). 2— 1479(LC 8) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 4793/2790,3-4=-4300/2613,4-5=-6154/3645,5-6=-6549/3875, 6-7=-5730/3431, 7-8=-3732/2283 BOT CHORD 2-17=2572/4221, 15-17=-3410/5564, 14-15=3990/6574, 13-14=-3844/6348, 11-13=-3130/4950, 10-11=-1550/2314 WEBS 3-17=-899/1800,4-17=-1846/1117, 4-15=-383/987,5-15=-696/553, 6-14=-50/391, 6-13=-9881742, 7-13= 613/1247,7-11=-1947/1354,8-11=-1172/2267, 8-10=-3197/2149 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=6.Opsf; h=25f; B=45ft; L=24tt; eave=6f; Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (directional); 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 fora 10.0 psf bottom chord live load nonco paument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 10=1623, 2=1479. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 95lb down and 269 Ib up at 7-0-0, 87 lb down and 164 lb up at 9-0-12, 87 lb down and 164 Ib up at 11-0-12, 87 lb down and 164 lb up at 13-0-12, 87 lb down and 164 Ile up at 15-0-12, 87 lb down and 164 lb up at 17-0-12, 87 Ib down and 164 Ito up at 19-0-12, 87 lb down and 164 Ito up at 21-0-12, 87 It, down and 164 Ile up at 23-0-12, 87 It, down and 164 lb up at 25-0-12. 87 lb down and 164 lb up at 27-0-12, 87 Ile down and 164 It, up at 29-0-12, 87 Ib down and 164 Ib up at 31-0-12, and 87 Be down and 164 lb up at 33-0-12, and 87 lb down and 464Ib up at 35-0-12 on top chord, and 290 lb down and 165 Ile up at 7-0-0, 661b down at 9-0-12, 661b down at 11-0-12, 66 Ib down at 13-0-12, 66 Ib down at 15-0-12, 66 Ib down at 17-0-12, 66 Ib down at 19-0-12, 66 Ib down at 21-0-12, 66 Ib down at 23-0-12, 66 Ile down at 25-0-12, 66 lb down at 27-0-12, 66 lb down at 29-0-12, 66 It, down at 31-0-12, and 66 Ib down at 33-0-12, Michael S. Magid PE No.53681 and 661b down at 35-0-12 on bottom chord. The design/selection of such connection devices) is the responsibility of others. MiTek USA, Inc. FL Cart 6634 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904 Parke East Blvd. Tampa FL 33810 Date: LOAD CASE(5) Standard nprtnmhpr R 9fP1 q ananuea on page z QWARNING-Per/lyetsd9nparemetereand READ NOTES ON TN/SANOWCLUDEDMREKREFERANCEPAGEMIF7473rev. 1N 01SGEFORE USE. Design valid for use only will, NI connectors. This design Is based only upon parameters shown, and Is for an Individual buiiding component. not �� a inns system. Before use, the building designer must verify the oppllCabllM/ of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chard members only, Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery,trusses erection and bracing of and truss systems, saeANSVrPl1 Quality Cdlfedo, Idi and SCSI building Component 6904 Parke East BNtl. Safety Infannolbrrwalloble from Truss Plate Institute, 218 N. Lee street Suite 312. Alexandria, VA 22314, Tampa, FL 33610 Job Truss -- Truss Type Ply LOT 46/500INDIAN RIVERS JQty T18833140 2320_(BFS) A16 Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 s Jul 142019 MiTek Industries, Inc. Thu Dec 5 17:06:27 2019 Page 2 ID:ti9dDpNTZKSfgHgk4rtw98yB5LS-wnh9Uye???JgABi9O3oABJP_ntOtlVobYlyQOyByKA LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-9=-54, 2-10=-20 Concentrated Loads (lb) Vert: 3=-95(F) 17=-290(F) 15=-40(F) 14=-40(F) 7=-87(F) 20=-87(F)21=-87(F) 22=-87(F)23_ 87(F) 24=-87(F)25=-87(F) 26---87(F)27=-87(F) 28=-87(F) 29=-87(F) 30=-87(F) 31=-87(F) 32=-87(F) 33=-00(F) 34=-40(F) 35=-40(F) 38=-40(F) 37=-40(F) 38=-40(F) 39=-40(F) 40=-00(F) 41=-40(F) 42=-40(F) 43=-40(F) 44=-40(F) Q WARNING- VeNrydesigeparameeeMond READNO7ES ON TN/SAND/NCLUDEDMrEKBEFEHANCEPAGEMX74"Mv. lmDYte1SBEFOBE USE Design valid for use only WMh Mrek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not ��- atruss system. Before use, the bullding designer must ved the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord membeG only. Additional temporary and permanent bracing M(Tek• Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabdcation, storage, delivery, erection antl bracing of trusses and truss systems. meANSUIPII Qua0p1tys, CM�M, DSB.89 and SCSI Building Component Safety Nfarmatbnovollable from truss Rate Instill21B N. use Street,Sutte 312, Aleaontltlo, VA 22314, 6904 Parke East Blvd. Tampa, FL 33610 Job - Truss Truss Type - Cry Ply LOT 4615017 INDIAN RIVER r I T18833141 2320_(BFS) B03 HALF HIP GIRDER 1 1 Job Reference o 9onal Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 s Jul 14 2019 MITek Industries, Inc. Thu Dec 5 17:06:27 2019 Page 1 ID: FvYOYY7tUw6rKPItIHoKXz241 H-xmh9Uye777JgA8i9O3oABJOSnrHtBMobYlyOOyByKA -1-44-00 -04 I 41-AI213 18--7B--105 I Sxe = 2x4 II .,.-- — 1.Sx8 STP= 6x8 = 2-4-03 I 7-0-1 8 8 0 I 2-4-13 4.7-4 LA15 Scale=1:27.2 Plate Offsets(X,Y)— [2:0-1-0,Edge1 [3:0-6-0,0-2-B] _ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vart(LL) 0.26 6-9 >391 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.21 6-9 >486 180 BCLL 0.0 ' Rep Stress [nor NO We 0.23 Horz(CT) -0.01 2 Na rVa BCDL 10:0 Corte FBC2017/rP12014 Marti Weight: 44 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=458/0-4-0, 5=640/0-8-0 Max Horz 2=281(LC 8) Max Uplift 2=-482(LC 8), 5=-608(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces250 (lb) or less except when shown. TOP CHORD 2-3=-394/222 BOT CHORD 2-6=-283/276, 5-6=-003/298 WEBS 3-6=493/577,3-5=-761/772 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 9-1-6 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6h; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 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) 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 lb uplift at joint(s) except (jt=lb) 2=482, 6=608. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 981b down and 175 He up at 7-0-1 on top chord, and 2981b down and 1651b up at 7-0-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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 (plo Vert: 1-3=-S4, 3-4=-54, 5-7= 20 Concentrated Loads (Ib) Vert: 6=-298(F) 3=-98(F) Michael S. Magid PE No.53681 MiTek USA; Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 3361D Date: December 6,2019 Q WAMIND- V dryde5lgnpsminefereend READNOTES ON MIS AND INCLUDED MITEKREFERANCE PAGE MII.7473mv. MOSA115 BEFORE USE Design valid for use only with Meek@ connectors. This design Is based only upon parameters shown, and h for an Individual building component, not ��- a huss system. Before use, me bullding designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing a always required for stobllily and to prevent collapse with possible personal Injury end properly damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and buss systems, seeANSVrpl1 Qua ®v CmeM. DSO-89 and SCSI Building Component InformpibNvolloble from Trun Rate Inttituta, 218 N. Lee Sheet Suite 312 69M Pa*e East Blvd. Tampa, FL 33610 Safety Alexontlrlo. VA 22314. Job Truss Type City Ply LOT 4fi/50fy INOIAN RIVER E ' rJ,,k-Op,, T18833142 2320_(BFS) C1 �14 1 Job Reference o tional Builders RrslSource (Plant City, FL), Plant City, FL - 33561, B.240 s Jul 14 2019 MiTek Industries, Inc. Thu Dec 5 17:06:29 2019 Page 1 ID:FVYOYY7tUw6rKPjtlHoKXz241 H-t8owlOzuXcG14UI5Gp6GGcOsSaQL8U52sn3VHy0yK8 14.0 1-4 0.0.1111-0-0 Seale =1:7.6 LOADING (psf) SPACING- 2-0-0 CS]. DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ven(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Verti 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 We n/a BCDL 10.0 Code FBC2017TrP12014 Matrix -MP Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3--- Mechanical, 2=158/0-8-0, 4=-15/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-226(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) 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-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsh h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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 pet bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: , 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 at --lb) 2=226. Michael S. Magid PE No.53601 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2019 O WARNING -Ver/Iydestgeparemefereaad READ NOTES ON THISAND INCLUDED MirEKREFERANCEPAGEMa,1413 rev. IGM32pISBEFORE USE Deslgn valid for use only With MTek® connectors. This design Is based any upon parameters shown, and Is for an individual Imuc tog component. not ��- a truss system. Before use, Me building designer must verify the oppllorati of design parameters and properly Incorporate Me design Into the overall building design, Bracing indicated is to prevent Wetting of lndMduol truss web and/or chord members only, Addronal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding Me fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVipil Quality Critelli DSB419 end SCSI MdNB Component Saf,ty Infoenanonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. 6904 Perko East Blvd. Tamps, FL 33610 Job Truss Truss Type Cry,Ply LOT 46150/7 INDIAN. RIVER ' ' T78833143 2320_(BFS) C2 JACK -OPEN 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567. 8.240 5 Jul 14 2019 Mi I ek Industries, Inc. I nu DeC 517:06:30 2019 Page 1 ID:FvYOYY7tLJwGYKPjtlHoKXz241 H-MLMIT3LW IWOuhetHgWdVopxyY-_p4bkEHW WcljyByIC7 Scale-1:12.8 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (Ice) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.01 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rl-P12014 Matrix -MP Weight: 13 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 3=66/Mechanical, 2=215/0-4-0, 4=33/Mechanical Max Horz 2=154(LC 12) Max Uplift 3=-67(LC 12), 2=-204(LC 12) Max Gmv 3=68(LC 17). 2=215(LC 1), 4=54(LC 3) FORCES. Ill - Max. Comp./Max. Ten. - All forces'250 (lb) or less except when shown NOTES- 1) Wind: ASIDE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; IV FRS (directional) and C-C Comer(3)-1-5-10 to 2-9-5, Extedor(2) 2-9-5 to 3-2-2 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 pet 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-" 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) 3 except all 2=204. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: December 6,2019 QWARN/NG-IMMYdeslgnpuemelf arld READNOTE50N TNISAND INCLUOEO MREKREFERANCEPAGEMX74M.re.. 1NDY1015 BEFORE USE Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an Individual bustling component not �'- a fuss system. Before use, the building designer must verify the opplicabllity of design parameters and properly Incorporate this design Into the overall building design. &acing Indicated is to prevent buckling of hell truss web antl/or chord members only. Additional temporary and permanent brocing F. MiTek- E always required for stability, and to prevent collapse Win possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and tr us systems, seeANSU1Pit Quality Cur b, D5649 and ICSI eWdkrg Component 69o4 Parke East DWI. Safety Informatblwallable from Truss Plote Institute, 218 N. We Street Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Job - Truss Truss Type Oty Ply LOT 46/50!/ INDIAN RIVER E ' T18833144 2320—(BFS) C3 Jack -Open 14 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567. 8.240 a Jul 14 2019 MITek Industries, Inc. I hU Died 5 17:06:31 2019 Page 1 ID:FvYOYY7tLJwGrKPjllHoKXY241 H-gXwgA3?83DWIJoSUOE8kL1TByOKKp2_OWAG9Z9yByK6 2-1 14 2.11-4 Basis =1:12.7 Plate Offsets (X,Y)— [2:0.4-4 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(ILL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Horc(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-MP Weight: 12 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=60/Mechanical, 2=195/0-8-0, 4=30/Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-62(LC 12), 2=-183(LC 12) Max Grav 3=65(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structu al wood sheathing directly applied or2-11-4 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) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25h; B=45ft; L=24ft; eave=6ft; 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 2-10-8 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) Bearings are assumed to be: , 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 Ib uplift at joint(s) 3 except 01=11b) 2=183. Michael S. Magid PE No.53681 Mrrek USA; Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: December 6,2019 Q WARNING -Vomy,resignperemetemae4REAONOTES ON TN/SAND INCLUDED AIREKREFERANCEPAGEMD-7473.v. fazarmar56EFOREUSE Design valid for use only with MBek® connectors. fits design Is based only upon parameters shown, and Is for on me Mdual building component, not �t a truss system. Before use, me building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and pennonent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me falofta6on storage. delivery, erection and bracing of Susses and muss systems, seeANS lPll Quality Ciffii DS349 and BCSI Bul ling Component Safety fefomrationavailable from Truss Plate Institute. 218 N. Lee Street Suite 312. Alexandria, VA 22314. 69M Parke East Blvd. Tampa, FL W610 Job Truss Truss Type Cry Ply LOT 4615017 INDIAN RIVER E ' T78833145 2320_(BFS) IC5 Jack-Open 14 1 Job Reference o tonal Builders FlrstSource (Plant City, FL), Plant City, FL-33567, 3x4 = 8.24U s JW 14 2ule mu ex inau6lnes, inc. I nu uec b t /:U6:3z zUt a Pagel I D:FvYOYY7tUw6rKPjtIHoKXz241 H.IjU2OP7mpXecxo gxdztE0liabZYVEXkg7j5cyByKS 4-17-0 4-11-4 Scale=1:17.6 Plate Offsets (X Y)-- [2:0-1-4 0-0-21 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc). Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.06 4-7 >992 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 ' Rep Stress ]nor YES WB 0.00 Horz(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 181b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. Ill 3=114/Mechanir 1, 2=262/0-8-0, 4=57/Mechanical Max Hom 2=214(LC 12) Max Uplift 3=-128(LC 12). 2— 196(LC 12) Max Grav 3=122(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opst Ill B=45ft; L=24ff; eave=6ft; 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 4-10-8 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 DO bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=11b) 3=128, 2=196. 6) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53681 MiTek USA; Inc. FL Cert6634 69114 Parke East Blvd. Tampa FL 33010 Date: December 6,2019 Q WARNLVG-VmHydesf9eparame0nand NERD NOTES ON MMANDPICLUDWMR KNEFEFANCEPAGEM674".. 10113 15 BEFORE USE. Design valid for use only with Mgek® connectors. this deslgn Is based only upon parameters shown, and Is for an IndMtlual bullding component, not ��- a hum system. Before use, the building tlesigner must verify the applicability of design parameters and properly Incorporate nth deslgn into the overall building design&acing Indicated is to prevent buckling of individual from web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For generol guidance regarding me fabrication, storage, delivery, erection and bracing of trusses and hum systems seeANSVrPll Cuaply Criteria, D5549 and SCSI Building Component 69" Perks East Blvd. Safety InformaWawoilobte from Truss Plate Irefil , 218 N. We Sheet Suite 312, Mexondda VA 2231d, Tampa, FL 33610 Job Truss - _71 Truss Type - Oty Ply LOT 46/5077 INDIAN RIVER T18833146 2320_(BFS) 7 D01 COMMON 3 1 Job Reference (optional) atuiaers rusibource term u1y, ry. Marl uly, 11- ceaol, 6.00 12 2x4 3 - 1.5xa STP= . 1 3x4 = 3.4 = 5 3x8 i 3z8 11 4 6 20 21 2x4 r/ 7 22 8 12 23 24 11 10 3x4 = 3x6 3x4 = 3z4 = Scale = 1:41.9 9 )6 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (lac), Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.36 10-12 >713 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86. Ved(GT) -0.5210-12 >492 180 BCLL 0.0' Rep Stress lncr YES WE 0.35 Horz(CT) 0.04 8 Na Na BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 1001b F-T=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1030/0-8-0, 8=1030/0-8-0 Max Horz 2— 213(LC 10) Max Uplift 2=-653(LC 12), 8=-653(LC 12) FORCES. (IG) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1816/1231, 3-4=-1713/1225, 6-7=1713/1226, 7-8= 1816/1231 BOT CHORD 2-12=-930/1724, 10-12=674/1274, 8-10=-972/1578 WEBS 6-10=-3541721,7-10=-259/269,4-12=-355/721,9-12=-259/269,4-6=-1136/928 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vuli 60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=451t; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Intedor(l) 1-8-0 to 10-8-0, Exterior(2) 10-8-0to 13-8-0, Interior(1) 13-8-0 to 22-8-0 zone;C-C for members and forces 8 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 chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=653, 8=653. 6) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-9=-54, 12-13=-20, 10-12=-60, 10-16=-20 Michael S. Magid PE No.53681 MiTek USA, Inc. FL Celt 8634 6904 Parke East Blvd. Tampa FL 33810 Date: December 6,2019 Q WABNNG-yeUrydeslgn Pammeremend NEAO NOTES ON TNISANO INCLUDED MITEKBEFENANCEPAGENS74TJTev. fN➢a2015BEFORE USE Design valid for use only with Mifelsg connectors. This design Is lowed only upon parameters shown, and Is for an individual bulding component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate ruts design Into the overall budding design. Bracing Indicated is to prevent buckling of lndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for elabllity antl to prevent collapse with possible personal injury and property damage. For general guldonce regarding Me fobricollon, storage, delivery, erecaon and bracing of trusses and trusssystems. seeANSVIPl1 Qua[ I1y CMeda. D5549 and SCSI building Component Safety Infore ationavcdable from Truss Plate Insfitute. 218 N. Lee Street, Suite 312, Alexantltlo. VA 22M14. 69M Parka East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 46/5017 INDIAN RIVER T18833147 2320_(BFS) D01A COMMON 3 1 Job Reference (options]) pursers nrsibource mans pry, rLl, rianc pry, rL-aaooq 6.00 r12 2x4 \\ 3 - 1.5x8 STP= �1 3x4 = 3x4 = 5 n 11 22 23 10 9 3x4 = 3x4 = 30 = 2x4 7 21 Scale = 1:38.7 s 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too). Well L/d PLATES GRIP TCLL 20.0 Plate Grp DOL 1.21 TO 0.52 Vert(LL) 0.38 9-11 >667 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.21 BC 0.87 Vert(CT) -0.54 9-11 >463 180 BCLL 0.0 ' Rep Stress Incr YES We 0.34 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 97lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (Ib/size) 8=943/0-3-8, 2=1013/0-8-0 Marx Hors 2=208(LC 11) Max Uplift 8=-528(LC 12). 2=-647(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1783/1228,3-4=-1678/1217,6-7=-1593/1218,7-8=-1698/1223 BOT CHORD 2-11=-1018/1677, 9-11=-718/1216, 8-9=-970/1446 WEBS 6-9=-010/615,4-11=-3571734,3-11= 267/270,4-6=-1108/927 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=6.Opsf; h=25ft; B=45f; L=24ft; eave=6f ; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Intedor(1) 1-8-0 to 10-8-0, Extedor(2) 10-8-0 to 13-8-0. Intedor(1) 13-8-0 to 20-11-0 zone;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 chord live load nonconcurent with any other live loads. 4) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except dt=lb) 8=528, 2=647. 6) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-8=-54, 11-15=-20, 9-11=-60, 9-12=-20 Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2019 Q WARNING-Verrydeslgnpmemeteraend RF DNOTE50N TNLSAND INCLUDED MRENREFENANCEPAGEM67473mv. 10,1XV/015BEFOR£USE Design volid for use only with MRek® connectors. This de9gn a based only upon parameters shown and S for an individual bullding component, not a truss system. Before use, Me building designer must verify me applicability of design parameters and properly Incorporate this design Into Me overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delNery, erection and bracing of trusses and truss systems seeANSVRII Quality CdbM, DS349 and BCSI au6ding Component 6904 Parka East Blvd. Sebly Informolbnovallabie from Truss Rate Insstute, 218 N. Lee Street, Suite 312. Alexondda, VA 22314, Tampa, FL 33610 Job - Truss Truss Type Oty Ply LOT 46/5017 INDIAN RIVER T18833148 2320_(BFS) D03 Hip m 1 Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL-33567, 31 8.240 s Jul 14 2019 MiTek ID:fkJJky_RiOjdzY sA5R7GgzEMUk-AV1Z0 4x6 = 46 = 4 20 21 5 Inc. Thu Dec 5 17:06:36 2019 3.6 = 3x4 = 3x6 = 3x4 = 3x6 = Scale-1:39.4 8-11-15 3-41 &11-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Wall Uri PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ven(LL) -0.16 11-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.3311-14 >767 180 SCLL 0.0 ' Rep Stress Incr YES WB 0.13 Hoa(CT) 0.03 7 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 961b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=861/0-8-0, 7=861/0-8-0 Max Horz 2=-184(LC 10) Max Uplift 2=559(LC 12), 7=-559(LC 12) FORCES. (I s) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1286/960, 3-4=-1077/845, 4-5=-921(/93, 5-6=-1077/845, 6-7=-1286/960 BOT CHORD 2-11=-688/1192, 9-11=-426/961, 7-9=-714/1116 WEBS 3-11=-352/427, 4-11=-224/398, 5-9=-223/399, 6-9=-353/427 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=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpk0,18; MWFRS (directional) and C-C Elderior(2) -1-4-0 to 1-8-0, Intedor(1) 1-8-0 to 8-11.15, Exterior(2) 8-11-15 to 16-6-15, Intedor(1) 16-6-15 to 22-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This muss 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 1001b uplift at joints) except Qt=lb) 2=559, 7=559. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53881 MiTek USA, Inc. FL Cart 6634 8804 Parka East Blvd. Tampa FL 33810 Date: December 6,2019 Q WARNING-Vedrydes/gn paremefersand READ NOTES ON TN/SAND MCLUDED MR-EKREFERANCEPAGEM674Tdrev. laT1320150EFORE USE Design valid for use only wain MOek® connectors. This design Is based only upon parameters shown, and Is for an IndMdual buliding component, not a truss system. Before use, Me building designer must verify the applicability of design parameters and properly Incorporate this design Into Me overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only, AddlHonai temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fobdcaflon, storage, delivery, erection and bracng of trusses and truss systems seeANSVWII Quanty credo, DS849 and BCSI OuSdtep Component Safety mfommmlar c,ailable from Truss pate Institute, 218 N. We Sheet Suite 312, Alexandria, VA 22314. 69N Pane East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 46/50/7 INDIAN RIVER T78833149 2320_(BFS) D04 Hip Girder 1 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Jul 14 2019 MITek Industries, Inc. Thu Dec 5 17:06:38 2019 Page 1 ID:fkJJky_RiOjdzY_sA5R7GgzEMUk-7trJeT4%PNOIflUgiCmN7VGFdDYay9V07mS1 JFyOyK? -t-4-0 2-4-11 6-11-15 10-8.0 14-0-1 t8-11-5 21-4-2 22-8-0 1-ao I z-a-11 4a-4 38-i 1 38-1 4a-4 1 2-4-11 1 1-ao 1 ki Sx8 = 2x4 It 5x8 = 3x4 = 2x4 II 3x4 3xe = 20 II 3x4 = LOADING (psQ SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BOLL 0.0 ' Rep Stress [nor NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.1 'Except' 3-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1432/0-8-0, 6=1436/0-8-0 Max Horz 2- 149(LC 6) Max Uplift 2=-938(LC 8), 6=-944(LC 8) Scale = 1:39.1 CSL DEFL. in (lac) Well Lid PLATES GRIP TC 0.77 Vert(L-) 0.16 8-17 >999 240 MT20 244/190 BC 0.83 Vert(CT) -0.20 11-14 >999 180 WB 0.21 Horz(CT) 0.07 6 n/a n/a Matrix-MSH Weight: 991b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-1-13 cc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2546/1530, 3-4=-2470/1618, 4-5=-2470/1618, 5-6= 2555/1643 BOT CHORD 2-11=-1174/2206, 9-11=-1178(2225, 8-9=-1209/2233, 6-8=-1206/2214 WEBS 3-11=-108/535, 3-9=-367/455, 4-9=-398/469, 5-9=-270/418, 5-8- 106/541 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=4.2psf; BCDL=6.Opst h=258; B=45ff; L=24ft; eave=6N; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 pet bottom chord live load nonconcurrent with anyother live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will 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 1001b uplift at joint(s) except 61=11b) 2=938, 6=944. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 871b down and 164 lb up at 6-11-15, 87 lb down and 164 lb up at 9-0-11, 871b down and 164 lb up at 10-8-0, and 871b down and 164 lb up at 12-3-5. and 152 lb dawn and 301 lb up at 14-4-1 on top chord, and 290 lb down and 165 lb up at 6-11-15, 66 lb down at 9-0-11. 66 Ito down at 10-", and 661b down at 12-3-5, and 290 Its down and 165 lb up at 14-3-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (Fj 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, 3-5- 54, 5-7=-54, 12-15=-20 Concentrated Loads (lb) Vert: 3=-87(F)5- 95(F) 10=-40(F) ll=-290(F) 9=-40(F)4=-87(F) 8=-290(F) 18=-87(F) 21=-87(F)22=-40(F) m �d Michael S. Magid PE No.53681 MITek USA; Inc. FL Cent 6634 6604 Parke East Blvd. Tampa FL 33610 Date: December 6,2019 A WARNING -VeNrydssfgnparamerereand READNOTES ON TN/SAND INCLUDED MGZKREFERANCEPAGEMO-74Tare% 14113f013BEFORE USE. Design valid for use only with MIrokG connectors. This design Is based any upon parameters shown and Is for an Individual bulldIng component, not �'- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate the design Into the overall buliding design, Bracing Indicated is M prevent Welding of Individual truss web and/or chord members only. Addlflonal temporary and permanent bracing MITek' Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabricallm storage, delivery, erection and bracing oftrusses and truss systems, seeANSI/IPII Quid Criteria, DS349 and BCBI Building Comaonmt Safety Infomsarbnovalloble from Truss Plate Insfltufe. 218 N. Lee Sheet. Suite 312. Alexandria. VA 22314. 69M Palle East Blvd. Tempe. FL 33610 Job Truss Truss Type Cry Ply LOT 46/5017 INDIAN RIVERE r T18833150 2320_(BFS) E3 JACK -OPEN 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Dec 5 17:06:40 2019 Page 1 ID:FvYOYY7tWw6rKPjtIHoK%z241 H.3Gz4386ru_eTuAeCPdorCwLkPOMdO6Cia4x8M8yByJz Scale v 1:14.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Ven(CT) -0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress [nor YES INS 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 141b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=79/Mechanical, 2=219/0-4-0, 4=41/Mechanical Max Horz 2=174(LC 12) Max Uplift 3=-86(LC 12), 2— 186(LC 12) Max Gmv 3=86(LC 17). 2=219(LC 1), 4=63(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-0 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=4.2pst BCDL=6.Opst h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 1-8-0, Interior(l) 1-8-0 to 3-7-4 zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed 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 3-6-0tall 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 joints) 3 except 61=11b) 2=186. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL 33610 Date: December 6,2019 Q WARNING-Vdfydeslgnp..t.,edREAONOTES ON THISANOBICLUOEOM/FEKREFERANCEPAGEMX74TJrev. l�015BEFOREUSE ��- Design valitl for use only wm Mnel� connector' tlesign h tometl 0Ny upon parameters shown, and b for an Intllvltlucl builtling component not a truss system. Before use, the our tlesigner must verity the appllCabllity of tlesign parameters ontl propetly Incorpamte this design Into the overall builtling design. Bracinglndlc.ted is to prevent to kllnB of Intllvldual hussweb ontl/or chord members only. Ad dltlonoHempororyontl permanent bracing IlflfTek R always required for stab"lty ontl to prevent collapse with possible persanai INury and propeM damage. Far general gultlance regarding Me fobrkailan, storage, tlelNery, erection ontl bracing of es ontl buss systems. seeANSI/IPII Du CMrrM, So trend SCSI Suldhp Component fi904 Parke East Blvd. Sooty I. novoiloble from Truss Plate IreMtum, 218 N. Lee Sheet, Suite 312. Al... 'I., VA 22314. Tampa, Ft 33610 Job Truss Truss Type I Oly- Ply LOT 4615017 INDIAN RIVER T18833151 2320_(BFS) E7 JACK -OPEN 40 1 Job Reference (optional) Builders Frst5oume (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Dec 517:06:42 2019 Page 1 ID:FVYOYY7tUw6rKPjtlHo)O(Y241H-7eSgUg72TcuBBUobX2rJHLRvhgxXuOi7200FROyByJx to Scale=1:22.6 Plate Offsets (X,Y)— i2:0-2-10,0-1-81 LOADING (psi) SPACING- 2-M CSI. DEFL. in (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.18 4-7 >459 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.20 4-7 >413 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Hom(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 24111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=169/Mechanical, 2=336/0-8-0, 4=81/Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-193(LC 12), 2=-217(LC 12) Max Grav 3=181(LC 17), 2=336(LC 1), 4=122(LC 3) FORCES. (lb) - Max Comp./Max Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural woad sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45tt; L=24N; eave=6ft; Cat. II; 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 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent 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 Ito uplift at joint(s) except at=lb) 3=193, 2=217. 7) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetmck be applied directly to the bottom chord. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33010 Date: December 6,2019 ,&WARNING-Veritydesf9nparemetemand READ NOTES ON THIS AND INCLUDED Un EKBEFERANCE PAGE M&7473n,v. 1a031Vf5 BEFORE USE Design valid for use only with MifekO connectors. This design Is based only upon parameters shown. and b for an IntlHidual building component, not ��- a truss system. Before use, me bulltling designer must verity me appllcabON of design paameters and properly Incorporate ma design into me overall bulltling design. &acing indlcated is o prevent bucking of lndMduol truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wlm possible personal Injury and property damage, For general guidance regarding me fabrication, Storage, delivery, erection and bracing of tunes and truss systems seeANSUIPl1 Quo' 1Ns.. Criteria, OSB419 and SCSI Buldbp Component Safely mformaNw mvollobie from Truss Plate Institute. 218 N. Lee Street Suite 312 Nexandda, VA 22314. 6904 Parke East Blvd. Temp., FL 33610 Job Tress Truss Type Oly Ply LOT 4615017 INDIAN RIVER r T78833152 2320_(BFS) ETA Jack -Open 1 1 Job Reference o tional Builders RrstSource (Plant City, FL), Plant City, FL � 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Dec 5 17:06:43 2019 Page 1 1D:FvYOYY7tUw6rKPjtIHoKXz241 H-TmChABgEvO2IeNn51MYgYz58E19dry9G2AozTyByJw &4-0 6.4.0 4x6 II 6-4-0-0 scale = 1:22.4 Plate Offsets (XY)— 11:0-2-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 VBd(LL) 0.12 4-9 >627 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.10 4-9 >767 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 3 rJa n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 29 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. SLIDER Left 2x6 SP No.23-6-13 REACTIONS. (Ib/size) 1=245/0-8-0, 3=152/Mechanical, 4=67/Mechanical Max Horz 1=195(LC 12) Max Uplift 1=-74(LC 12), 3=-185(LC 12), 4=-2(LC 12) Max Grav 1=245(LC 1), 3=165(LC 17), 4=98(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-265/253 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-3-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 test 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 1 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)1, 4 except (jt=lb) 3=185. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cett6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2019 QWARNING. Verily Ees1Bmpemmetemand READ NOTES ON THISAND INCLUDED MIfEKREFERANCEPAGEM67472mv. fefa4h4ISBEFORE USE Design valid for use only WBn Mriekt) connectors. This design 6 based only upon parameters shown, and h for an intllvltlual building component, not a muss system. Before we, me building designer must verity the applicability of design parameters and properly Incorporate the design Into the overall building design. Bracing Indicated is to prevent bucking of Individual truss web and/or chord members only. Additional temporary and permanent bracing k always required for stablIty and to prevent collapse Wim possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of musses and buss systems. seeANSVIPII Qua' CrdeM. DS949 and SCSI Building Component Safely Informationalfrom Truss Plate Institute. 218 N. Lee Steel, Suite 312. Nexandrio, VA 22914. ��- MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job - Truss Truss Type r Cry Ply LOT 46/50/7 INDIAN RIVER E - T78833153 2320_(BFS) F03 Common 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 s Jul 142019 MiTek Indusmes, Inc. Thu Dec 517:06:44 2019 Page 1 ID:FVYOYY7tUw6rKPjtlHoKKY241H-x1 CbvW 917DgvNoy_eT1nMmW MJdguMvHlViivLVvyByJv Scale-1.27.2 Sx6 = 3x4 = yr f 3x4 = LOADING (psf) SPACING- 2-0-0 CS]. DEFL. In (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.10 5-8 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Ven(CT) -0.15 5-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 531b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOTCHORD 2x4 SP No.2 BOT CHORD .Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (I ilsize) 4=535/06-8, 2=61310-8-0 Max Horz 2=151(LC 11) Max Uplift 4=-297(LC 12), 2=-423(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3---764/531, 3-0=-765/560 BOTCHORD 2-5=-340/619, 4-5=-340/619 WEBS 3-5=0/325 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=4.2psf; BCDL=6.Opsf; h=25ft; B=45h; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(i) 1-8-0 to 7-4-0, Extedor(2) 7-4-0 to 10-4-0, Interior(1) 10-4-0 to 14-6-8 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psi bottom chord live load nonconcument with any other live loads. 4) •This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 10016 uplift at joint(s) except (jt=lb) 4=297, 2=423. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. l� b Michael S. Magid PE No.53681 MiTek USA, Inc. FL Ceri 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2019 QWARNING-Ver/lydes/9npammerersend READ NOTES ON TNISANDPICLUDEDMITEKREFERANCEPAGEM&74Mare.. 1"oa,15BEFORE USE Design valid for use only with Mirek connectors. This design Is based only upon parameters shown, and Is for an IndNldual buriding component. not a truss system. Before use, the building designer must verity the appllcobltity of design parameters and properly Incorporate th s deslgn Into the overall bulltling design. Bracing Indicated is to prevent bucNing of lndNldual 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 guldonce regarding the fabrication. storage, delivery. election and bracing of trusses and truss systems, see"SUIP1t QUQ["M y. CAMu, DSad9 and SCSI Building Component Safety Infolmafrinovailabie from Truss Note Institute, 218 N. Lee Sheet. Suite 312, Alexandria. VA 22314. ��S I�I1OW 69M Parke East Blvd. Tampa, FL 3a610 Job Truss Truss Type Oly PlyLOT 46/50f/INDIAN RIVER Tl8833154 2320_(BFS) F04 Hip Girder 1 1 Job Reference (optional) Builders FirstSoorce (Plant City, FL), Plant City, FL-33567, 8.240 s Jul 142019 MITek mdustnes, Inc. Inu Uec 5 17:06:4b 2U19 rage 1 ID:FvYOYY7tUw6rKPjtlHoKXz241 H-PDmz6sAwmXHm7xWACA00vz3T_l zY5KBSkMtv2LyByJu -1-4-0 2-4-11 6-11-15 7-6-1 12-3.5 14_ 1-4-0 2-4-11 4-74 0.8-2 4-7-4 2-3-3 46 = 46 = 3" = 2x4 II 3x4 = Scale=1:27.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (Irk) Well Ud PLATES GRIP TCLL 20.0 Plate Gulp DOL 1.25 TC 0.76 Vert(LL) 0.12 7-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.19 7-13 >913 180 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(CT) 0.03 5 n1a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight: 581b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 34-11 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=919/0-6-8, 2=992/0-8-0 Max Hoa 2=146(LC 7) Max Uplift 5=571(LC 8), 2=-695(LC 8) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1589/1003, 3-0=-1368/988, 4-5=-1591/1002 BOT CHORD 2-7= 768/1352, 6-7=-774/1368, 5-6=-767/1351 WEBS 3-7=-207/508, 4-6=-299/548 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=4.2psh BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; E)p C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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 lb uplift at joint(s) except (jt=lb) 5=571, 2=695. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 285 lb up at 6-11-15, and 106 lb down and 171 Ib up at 7-8-1 on top chord, and 290 Ib down and 181 lb up at 6-11-15, and 290 It, down and 181 Ito up at 7-7-5 on bottom chord. The design/selection of such connection device(s) is. the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 3-4=-54, 4-5=54, 8-11=-20 Concentrated Loads (lb) Vert: 3=-95(F) 4=-87(F) 7=-290(F) 6=-290(F) Michael S. Magid PE No.53681 MITek USA, Inc. FL cart 6634 6904 Parke East BNB Tampa FL 33810 Date: December 6,2019 ,&WARNING- VeHtytleslgnparamstersena HEAD NOTES ON THIS AND NCLUDEDMffEKREFERANCEPAGEMIP74nmv. fatD3rzeISBEFORE USE. Design volld for use only with MITekla connectors. T%design Is based only upon parameters shown, and b for on Individual building component, not ��- a hum system. Before use, the building designer must verify the applicability of design parameters and property h1coporote this design Into the overall building design. tracing indicated Isla prevent buckling of mail hum web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stablllty and to prevent collapse Wth possible personal In1ury and property damage. For general guidance regarding the fobricoflon storage, delivery, erection and bredng of trusses and truss systems, Weµ$VrPI1 Quality Cdteda, DSB49 and BCSI Wilding Component 6904 Parke East Blvd. Tampa. FL 33610 Safety trdampatbrlcvallable from Truss Plate Instihne, 218 N. Lee Sheet, Sulfa 312, Alexandria, VA 22314, Job Truss I was I ype Qty Ply LOT 40115W INDIAN RIVER T18633155 2320 (BFS) GR2 HIP GIRDER 1 �f 2 Job Reference (optiona8 Builds FlrstSourae, Plant City, FL 33563. 3.91 12 4x6 = 4x6 = e 3 4 1.Sx8 STP=5x6= `"' _"_ - Scale = 1:21.0 1.5x6 STP= 5x6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.09 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Ven(CT) -0.13 10.12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.32 Hor[(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight: 1131to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing directly applied or 4-6-7 cc pudins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=3749/0-4-0, 6=3938/0-4-0 Max Hom 1=81(LC 7) Max Uplift 1=-1849(LC 8), 6=-1925(LC 8) FORCES. (lb) - Malt. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6164/3028, 2-3- 5836/2932, 3-4=-5669/2860, 4-5=-5841/2935, 5-6=-6160/3025 GOT CHORD 1-15=-2634/5503,10-15=-2634/5503,.9-10=-2660/5568, 8-9=-2710/5669, 7-B=-2658/5565, 7-16=2634/5503, 16-17=-2634/5503, 6-17=-2634/5503 WEBS 2-10=-463/936,3-9=-812/1653, 4-8=-841/1702, 5-7- 444/903 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords Connected as follows: 2x4 -1 row at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs Connected as follows: 2x4 -1 row at 0-9-0 cc. 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 (Fj 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=6.Opst h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 7) ' 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. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1849 Ib uplift at joint 1 and 1925 lb uplift at joint 6. 9) Hanger(s) or other connection davice(s) shall be provided sufficient to support Concentrated load(s) 1485 lb down and 7351b up at 1-11-4, 1485 lb down and 7351b up at 3-11-4. 1293 lb down and 627 Ito up at 5-11-4, and 1293 Ito down and 627111 up at 7-11-4. and 1293 lb down and 627 lb up at 9-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Michael S. Magid PE No.53681 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33810 Data: December 6,2019 ®WARNING -Verllydes/ga Peramefen.ad READNOTE50N MIS AND INCLUDED MREKREFERANGE PAGE M0.74n.,.sa=aIsaEPoREUsE. Design yard for use any with MRe110connectors. This design Is based only upon parametersshown, and Is for an Individual beading componenl, not a truss system. Before use, the building designer must verity me applicability of tleslgn parameters end property hcoiporafe mb design IntoMe overo11 building design, Bracing Indicated is to prevent buckling of individual buss web antl/or chord members only. Additional temporary and permanent bracing Is always required for stability antl to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Safety Infarmatbrcsvallable frorm Tans Plate Institute, 218 N. Lee Skeet, Suite 312 Neelx4 n ido, VVA y22314.�o� D8049 and aC9 Still ComponentTampa. MOW FLe 33610Ntl. o fuss Truss TYPO y LOT 46I50D INDIAN RIVER T16B33155 2320 (BFS) GR2 NIP GIRDER 1 2 Job Referents (optional) Uueaers nrssaauree, nem city, VI— 4ubb4 LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-2=-54, 2-3— 54, 3-4=-54, 4-5=-54, 5-6=-54, 1-6=-20 Concentrated Loads (lb) Vert' 1D=-1465(F) 8=-1293(F) 15=-1465(F) 16=-1293(F) 17=1293(F) 6.240 s Oct 29 2019 Mires Industries, Inc, FM Dec 6 11:39:00 2019 Pagge 2 ID:FVYOYY7tUw6rKP)tIHoiOCa41H-VUON7wKEOX7TXEYgGtAhWtOrbBu9EH6McPrDUSyBivP QWARNING- Vedlydeslgnparemetersend READ NOTES ON TNISAND WCLUDED MITEKREFERANCEPAGEMM17473 rev. 1011o2015 BEFORE USE. Design valid for use onlywlth MmeWconnectors. this design Is based only upon parameters shown, end Is for an IndNlducl bvHding component, not a truss system. Before use, the building designer mustverity the applicability of design parameters and properly Incorporate this design Into the overall buildingdesign, Bracing Indicated Is to prevent buckling ofIndividual truss web and/or chord members only. Addl6analtemporory and permanenhbradng MiTek' Is always required for stability and to prevent collapse with posvble personal Injury end properly damage. For general guldonce regarding Me fabreatlon, storage; delivery, erection and bracing of trusses and kuss systems, seeANsVTPII QuoW CMnlo, DSld9 and BMI MdtdD Conponnd Sa Inlonmfbnavollable from Truss Plate Institule, 218 69" Parka East BNd. ety N. Lee Street. Sulte 31Z Alexondrla VA 22314. Tempe, FL 33610' Job Truss Truss Type , City Ply LOT 46/5017 INDIAN RIVER E 4 T78833156 23201_(BFS) G133 Half Hip Girder 1 2 Job Reference (options]) Builders RrslSource (Plant City, FL), Plant City, FL- 33567, 3.. — 1.5x8 STP= 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Dec 5 17:06:47 2019 Page 1 FvYOYY7tUw6rKPjtIHOKXz241 H-McuIXYBAHBXUEFgZKbOU 08mrg7Z5zkBf876EysyJs 11-1-9 14-7.4 2-8.10 i 3.5.11 5x8 = Scale=1:29.2 2x4 II 518 = 12 1.5.8 STP= LOADING (pso TCLL 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Iricr NO Coll: e FBC2017?PI2014 CSI. TC 0.55 BC 0.54 WB 0.83 Matdx-MSH DEFL. in Vert(LL) 0.14 Vert(CT) -0.17 Horz(CT) 0.02 (too) Vdefl Ud 8-9 >999 240 8-9 >999 180 6 n/a n1a PLATES GRIP MT20 244/190 Weight: 195 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-6 cc puriins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 `Except* BOT CHORD Rigid ceiling directly applied or10-M oc bracing. 5-7: 2x4 SP No.2 REACTIONS. (lb/size) 1=3055/0-8-0, 6=5409/0-7-4 Max Horz 1=262(LC 8) Max Uplift 1=-1641(LC 8), 6=-2911(LC 5) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2— 6808/3674, 2-3=-5418/2921, 3-4=-3566/1921, 4-5=-3566/1921, 5-6=-4535/2502 BOT CHORD 1-9=-3462/6045, 8-9=-3462/6045, 7-8=-2747/4960 WEBS 2-9— 534/1061, 2-8= 1392/898, 3-8=-2407/4363, 3-7=-2558/1526, 5-7= 3046/5660 NOTES- 1) 2-ply truss to be connected together With 10tl (0.131°x3°) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 cc. Webs connected as follows: 2x4 -1 now 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) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=24ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent Water pending, 5) This truss has been designed for a 10.0 lost 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-" Wide Will fit between the bottom chord and any other members. 7) Bearings are assumed to be: Joint 1 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 Ot=lb) 1=1641, 6=2911. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2906 Ile down and 1702lb up at 7-1-8, 14941b down antl 7541b up at 9-0-12, and 1495 lb down and 7531b up at 11-0-12, and 15001b down and 7461b up at 13-0-12 on bottom chord. The design/seledion 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 (plf) Vert: 1-3=-54, 3-5=-54, 1-6=-20 Continued on page 2 Michael S. Magid PE NG53681 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2019 AWARNING-kfNydeslgnP4r4mefe1..dREADNOTESONMISANDINCLUDEDMREKREFERANCEPAGEMX741arev.iN➢G4015BEFOREUSE, Design valid for use only Win Mrek® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a taus 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 It to prevent buckling of individual truss web and/or chord members Additional temporary and bracing MiTek' only. permanent Is always required for stobillty and to prevent collapse with possible personal Injury and property damage. For general guidance recording the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSUrph Quality Cdferb, DSB49 and 501 funding Component Safety mtamnatbrpvallobie from Truss Plate Institute. 216 N. Lee street Suite 312. Alexandria, VA 22314. 6904 Parka East BNd. Tampa. FL 33610 Job Truss Thus Type & , s Oty Ply LOT 46/5017 INDIAN RIVER T78833156 2320_(BFS) GR3 Half Hip Girder 1 �f 2 Job Reference (optiona0 Builders FrstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 142019 MiTek Industries, Inc. Thu Dec 5 17:06:47 2019 Page 2 ID:FvYOYY7tLJw6rKPjtlHOKXz241 H-McujXYBAHSXUEFgZKbOU OSmrg7Z5zkBf876EyByJs LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-1495(B) 13=-2906(B) 14=1494(B) 15— 1500(B) Q WARNMG-VedtydeslgnParemefera And READNOTES ON TNISAND INCLUDED MREKREFERANCEPAGEMIF7473re,. faAYlmS BEFORE USE Design volld for use only with Meek® connectors. ibis design Is based only upon parameters shown, and Is for an IndlMduol building component not a truss system. Before we, the bulltling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulltling design, Bracing Indicated B to prevent buckling of individual truss web and/or chord members only. Additional temporary and bracing MiTek' permanent 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 trusses and taus systems, saeMSVTRI Quo0y CrBeda, DSB49 and BCSI Bidding Component from Taus Plate Institute, 218 N. We Street. Suite 31 6904 Parke East Blvd. Tampa, FL N610 Safety Infoenationovolloble Z Alexandria, VA 22314. Job Truss - Truss Type s Oty Ply LOT 46/501/ INDIAN RIVER E s T76833157 2320_(BFS) H2 Jack -Open Girder 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 a Jul 14 2019 MiTek Industries, Inc. Thu Dec 5 17:06:48 2019 Page 1 ID:FvYOYY7tLJw6rKPjtlHoKXz241 H-goS5ltGp2SfKSPFI11yjXcg10F7XIkBuOJt2fgyByJr Scale = 1:9.7 LOADING (pall SPACING- 2-M CSI. DEFL In (loci I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Ven(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 rVa n1a BCOL 10.0 Code FBC2017/TP12014 Matdx-MP Weight: 9lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 3=31/Mechanical, 2=18WO-4-6, 4=12/MechanimI Max Ho¢ 2=115(LC 12) Max Uplift 3=-23(LC 9), 2=-211(LC 12) Max Gmv 3=33(LC 17), 2=1 B3(LC 1), 4=30(LC 3) FORCES. (lb) - Max. CompJNI x. 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=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. 11; Exp C;.Encl., GCpl=0.18; MWFRS (directional) and C-C Comer(3) 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 nonconcurrenl 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 girders) 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) 3 except Qt=lb) 2=211. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6934 Parke East Blvd. Tampa FL 33610 Date: December 6,2019 AWABNWG-yerllyelet9nFrammefersendBEADNOTESONTNLSANDINCLUDEDMBEKBEF£BANCEPAGEM6747arev.iWaYl015BEFOBEUSE Design valid for use only With Mnek® connectors. ThB design Is based only upon parameters shown, and k for an individual bulltling component not a truss system. Before use, the building designer must verity the appllcabYlty of design parameters and properly Incorporare this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual buss web and/or chord Additional temporary and bracing MiTek' members only. permanent Is always required for stability and to prevent collapse wlm possible personal Injury and property damage. For general gultlance regarding ire fabrication, storage, delivery, erection and bracing of trusses and buss systems, weANSVIPII Qua" yCrSodp, DSB-89 and BCSI Building Component Safety mfomsatlerne dioble from Truss Plate Institute, 218 N. lee Street, Sui}e 312 Nsoantlrlo. VA 22314. 69N Parke East Blvd. Tampa. FL W610 Job - - Truss Truss Type 41/ Oly Ply LOT 46/50/T INDIAN RIVER E T16833158 2320_(BFS) H3 Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Dec 517:06:49 2019 Page 1 ID:FvYOYY7tLJw6rKPjtlHoK%Y241 H.I?OUyDDRpinBTZgxROTy3pDCaeRv1 BR7 fzd6B7yByJq Scale = 1:14.3 4-1-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TO 0.47 Ven(LL) 0.02 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Ved(CT) -0.03 4-7 >999 180 BOLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 151b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=89/Mechanical, 2=246/0-4-3, 4=44/Mechanical Max Horz 2=173(LC 12) Max Uplift 3=-92(LC 12), 2=-216(LC 12) Max Gray 3=89(LC 1), 2=246(LC 1), 4=69(LC 3) FORCES. (Ib) - Max- Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsh h=25tt; B--45ft; L=24ft; eave=6tt; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) -1-6-2 to 2-8-12, Extedor(2) 2-8-12 to 4-0-5 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 20.0psf 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 glyder(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) 3 except Qt=11b) 2=216. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrack be applied directly to the bottom chord. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data: December 6,2019 Q WARNING- Vergydodgn parameters and READ NOTES ON THIS ANOINCLUDED MREKREFERANCEPAGEMI4T4TJ mK. IaV31015BEFOREUSE Design valid for use only with MOeIQ) connectors, This design is based only upon parameters shown, and Is for an Individual building component, not ��- a tans system. Before use, the building designer must verity the cppllwbllity of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek- Isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication. storage: delivery, erection and bracing of trusses and truss systems, seeAN3U1P11 CuW1ry criteria, 031d9 and BC31 Building Component Safety Infannationovoilable from Truss Nate institute. 218 N. We Sheet Suite 312, Alexandria. VA 22314. 69N Parke East BNd. Tampa, FL 33610 Job Truss Truss Type 1 Oty Ply LOT 46/50/71NDIAN RIVER 4 s T78833159 2320_(BFS) H7 Diagonal Hip Girder 7 1 Job Reference (optional) Builders RrstSoume (Plant City, FL), Plant City, FL-33567. 8.240 s Jul 142019 M7ek Industries, Inc. Thu Dec 517:06:51 2019 Page 1 ID:FvYOYY7tLJw6rKPjtlHoKXy241 H-EN7ENvEhLN1 vjs_KZRVO9EIatS6RV3NK6H6DFly0yJo -1-10-10 6-2-13 9-10-13 1.10-10 6-2-13 3-B.0 Scale =1:23.4 IT .1 3x4 = LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DO 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017ITP12014 CS1. TC 0.35 BC 0.26 W B 0.16 Matdx-MSH DEFL. in Vert(LL) 0.04 Vert(CT) -0.03 Hom(CT) -0.01 (loc) Vdefl Ud 7-10 >999 240 7-10 >999 180 5 n/a n/a PLATES GRIP MT20 2441190 Weight: 421to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-1-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4--85/Mechanical, 2=300/0-8-0, 5=274/Mechanical Max Harz 2=278(LC 8) Max Uplift 4=-103(LC 8), 2=-344(LC 4), 5=-232(LC 4) FORCES. (Ila) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-451/424 BOT CHORD 2-7=-409/391, 6-7=-409/391 WEBS 3-6=-469/490 NOTES- 1) Wind; ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsh h=25h; B=45tt; L=24N; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 Oaf bottom chord live load nonconcunent 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-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 Ib uplift at joint(s) except Ut=lb) 4=103, 2=344, 5=232. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 601b down and 751b up at 1-5-12, 60 Ito down and 75 Ito up at 1-5-12, 9111 down and 100 Its up at 4-3.11. 9 lb down and 100lb.up at 4.3.11, and 221b down and 166 Ib up at 7-1-10, and 221b down and 1661b up at 7-1-10 on top chord, and 48 Ile up at 1-5-12, 48 lb up at 1-5-12. 171la up at 4-3-11, 17lb up at 43-11. and 18 Ib down and 6 It, up at 7-1-10, and 18 Ib down and 6lb up at 7.1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 (plo Vert: 1-4=-54, 5-8=-20 Concentrated Loads (I s) Vert: 11=150(F=75, B=75) 12=41(F=20, B=20) 13— 45(F=-22, 13 -22) 14=51(F=26, B=26) 15=4(F=2, B=2) 16=-31(F=-15, B=-15) Michael S. Magid PE No.53601 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2019 A WARNING -wrf/fydesfgnP 0saferaend READNOTES ON MIS AND INCLUDED MREKREFERANCE PAGE M/I-74n.re.. mN32e15 BEFORE USE. Design volld for use only wiM MOek® connectors. This design is based only upon parameters shown and Is for on Individual bullding component, not a truss system. Before use. Me building designer must veiny Me appllcabllity 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 MiTek' U always required for stability and to prevent collapse win possible personal Injury and property damage, For general gultlonce regarding Me fabrication. storage, deWery, erection and bracng of trusses and truss systems, seeANSUril QUOMY Cmedo, DS349 and Beef Building Component 6904 Palle East Blvd. Safety Mformalbspvallable from Truss Plate Institute. 218 N. Lee Sheet. Suite 312. Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type - Oty, Ply LOT 46/5017 INDIAN RIVER �Ir 4 T78833160 2320_(BFS) K01 Hip Girder 1 1 Jab Reference (optional)_ _ Builders FirstSource (Plam City, FL), Plant City, FL- 33567, 6.240 s Jul 142019 MiTek Industries, Inc. Thu Dec 517:06:52 2019 Page 1 ID:FvYOYY7tLIw6rKPjtlHoK W241 H-lahcaFFJ6g9mKOZW680fhSmJsT5EYOTLwmoRyByJn -1-4-0 1-10-13 4-7-5 6.8-01 9.5-3 11-4.0 12-8-0 1.4-o 1-70-13 2-8-8 i 2-1-6 2-8.8 1-10.13 l 3.97 12 4x6 = 46 = 20 3x4 = Scale - 1:23.6 LOADING (psi) TCLL 20.0 TOOL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress lncr NO Code FBC20177TPI2014 CSI. TC 0.18 BC 0.23 WB 0.05 Metff%-MSH DEFL. in Vert(LL) 0.03 Vert(OT) -0.03 Horz(CT) 0.01 (loc) Well Ud 11 >999 240 9-10 >999 ISO 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 55 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=560/0-4-0, 7=560/0-4-0 Max Horz 2=-78(LC 6) Max Uplift 2=-394(LC 8), 7=394(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 2-3=-844/457, 3-4=815/538, 4-5- 764/527, 5-6=-815/538; 6-7=-844/457 BOT CHORD 2-12=-3637737, 11-12=-373f736, 10-11=-4251764, 9-10=-366/736, 7-9=358/737 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=6.Opsf; h=25ft; B=45ft; L=24ft; save=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.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 1001b uplift at joint(s) except Qt=lb) 2=394, 7=394. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 22111 down and 72111 up at 1.10-13, 34 Ib down and 88 Ito up at 3-8-0, 78 Ib down and 193 Ib up at 4-7-5, 78 Ib down and 193 Ib up at 6-8-11, and 34111 down and 88111 up at 7-8-0, and 22 lb down and 72lb up at 9-5-3 on top chord, and 0 It, down at 1-10-13, 4111 down at 3-8-0, 31 Ib down at 4.7.5, 31 Ib down at 6-7-7, and 4 Ib down at 7.8-0, and 0 Ib down at 9-5-3 an bottom chord. The designtselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Hoof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 56=-54, 6-8=54, 13-16=20 Concentrated Loads (lb) Vert: 4=-37(B) 6=37(B) 12=-O(B) 11=-27(B) 10=-27(B) 9=-O(B) 21=-4(B) 22=-4(B) Id Michael S. Magid PE No.53601 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33810 Date: December 6,2019 O WARNING - Iredlydesign pamntMrs and READNOTES ON TN/SAND BICLUDED MREKREFERANCEPAGEM&7473mv. 10,032015BEFORE USE. Deslgn volld for use only with M9ekO connectors. This design b based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the bulltling designer must verify the appllcabllity of design parameters and properly Incorporate this deslgn Into the overall building design. Bracing Indicated a to prevent bucldIng of Individual tnas web and/or chord members only. Additional temporary and brocing MiTek' permanent a always required for stabllity, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, emction and bracing of trusses and truss systems,-eANSUIPII Cualfly Cmrrda, OSS479 and IICSI Building Component 6904 Parke East Blvd. Sci Nformationavailable from Truss Plate Institute, 218 N. Lee Street Sulfa 312, Alexandra VA 22314 Tampa, FL 33610 --] Truss Type ' ,GIs y Oty Ply LOT 1115017 INDIAN RIVER jpBlS5 T788331fi1 r22O—(BFS) PIGGYBACK fi 1 Job Reference o tiorlal Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Dec 617:06:53 2019 Page 1 ID:FvYOYY7tUw6rKPjtl HaKXY241 H-AmF_obG>d_HdyA8igrXuEfOylGmDz7OdabbKKuyByJm 3-8-0 7.4.0 3- 0 i 3.8-0 — r 3x4 = 3x6 = 3x6 = Scale-1:14.8 LOADING (psi) TCLL 20.0 TCDL 710 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 cSl. TC 0.20 BC 0.37 WR 0.00 Matrix-P DEFL. in (too) Well Ud Ved(LL) n/a - n/a 999 Veri(CT) n/a - n/a 999 Horz(CT) 0.00 5 WIG n/a PLATES GRIP MT20 2441190 Weight: 20 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 8-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oft bracing. REACTIONS. Allbeadngs7-4-0. (Ib) - Max Hom 1=-58(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 2=-211(LC 12), 4=-211(LC 12) Max Gmv All reactions 250lb or less at joints) 1, 5 except 2=301(LC 17), 4=293(LC 1) FORCES. (I e) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 164/255, 3-4=-164/255 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=4.2psF BCDL=6.Opst h=25ft; B=45f ; L=240; eave=6ft; Cat. 11; 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 gdp DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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 lb uplift at joint(s) 1, 5 except (jt=lb) 2=211, 4--211. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. a a 1617 Michael S. Magid PE No.53681 MiTek USA, Inc. FL Carl 6034 69U Parke East Blvd. Tampa FL 33610 Date: December 6,2019 ,&WARNING-Vedydes/90persmefersend READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIF74TJrev. telecasts BEFORE USE Design valid for use only with MBekO connectors. This design Is based only upon parameters shown, and Is for on IndlAdual building component, not ��- a truss system. Before use, the bulltllnpp designer must verlty me applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Isla prevent buckling of individual muss web and/or chord members only. Additional temporary and permanent bracing M!Tek* Is always requared for stablity and to prewent collapse with possIble personal injury and property damage. For general guldonce recording me fabrlcatlon. storage, calvary, erection and bracing of hums and truss systems, seeANSUr91t Qu* criteria. DSO-89 and SCSI BuSding Component from Truss Plate Institute, 218 M Lee Street Suite 312 6904 Parke East Blvd.Safely Tampa, FL 33810 mformolbru+olloble Alexontlrla VA 22314. Job Truss Tmsa Type , • , ` Off, Ply LOT 46/5017 INDIAN RIVER E T18833162 2320_(BFS) PB2 Pig9Yback 2 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 6.00 12 i�; 3x4 = 3x4 = 8.240 s Jud 14 2019 MiTek Industries, Inc. Thu Dec 5 17:06:54 2019 Page 1 ID:FvYOYY7tUw6rKPjtlHOKXz241 H-typN7xHZeIPUaKivEZ27mtw60f83iSgmoFKtsKyByJI 3x4 = 3x4 = Scale-1:15.1 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 Iticr YES Code FBC2017/rP12014 CSI. TC 0.27 BC 0.20 WB 0.00 Matrix-R DEFL. In Ved(LL) r1/a Ven((g Na Hom(CT) -0.00 (loc) Well Ud - n/a 999 - We 999 6 n/a rVa PLATES GRIP MT20 244/190 Weight: 19 lb FT=201 LUMBER- BRACING - TOP CHORD 2x4 SP NG2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-9 oc bracing. REACTIONS. (Its/size) 1=-67[7-4-0, 6=-67[74-0, 2=310r/-0-0, 5=31017-4-0 Max Hom 1=-29(LC 10) Max Uplift 1=-105(LC 3), 6— 105(LC 3), 2=-140(LC 9), 5=-136(LC 8) Max Gmv 1=2(LC 9), 2=313(LC 21). 5=313(LC 22) FORCES. (lb) - Most. Comp,/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-274/496, 3-4=-233/460, 4-5=-274/496 BOT CHORD 2-5=-364/233 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=6.Opsf; h=2511; B=45f ; L=24ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chard bearing. 5) This Cross has been designed fora 10.0 psf bottom chord live load nonconcumenl with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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 100 Ito uplift at joint(s) except Qt=lb) 1=105, 6=105, 2=140, 5=136. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. N 66 Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Dale: December 6,2019 A WARNING -Vadndesignmv.metere and READ NOTES ON TNISAND INCLUDED MITEKREFERANCEPAGEM1474T3 rev, 169YAa1SSEFOREUSE. Design valid for use only with MBekW connectors. INs design Is based only upon parameters all and a for an Individual building component, not ��- o truss system. Before use, the bullding designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design, Bracing Indicated is to prevent buckling of indNitlual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablllty, and to prevent collcpse with passible personal injury and property domage. For general pullregodIng the fobdco6on, storage, delivery, erection and bracing of trusses and truss systems. seeANSU1Pl1 Cualky CMves, DSB-89 and BCSI Building Component Safety feforma6a ich,a loble from Truss Plate Institute. 218 N. Lee Street Suite 312, Alexondrio, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 13 /4 Center plate on joint unless x y AN 14-offsets are Indicated. Dimensions are In ft-in-sixteenths, Apply plates to both sides of truss and fully embed teeth, L7��Forlat;4 x 2 orientation, locate pes 0-110 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In 1120/20 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. BEARING Indicates location where bearings (supports) occur, Icons vary but reaction section Indicates joint number where bearings occur. Min size shown Is for crushing only. Industry Standards: ANSI/TPI 1: National Design Specification for Metal Plate Connected Wood Truss Construction, DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information; Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-48 I I dimensions shown In sixteenths scale) (Drawings not To scale) c O 2 U a O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETrERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-131 1, 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 ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2016 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designedby 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 ANSI/TPI 1. 7. Design assumes trusses wlll be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design Is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load defection. 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 purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criterla.