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HomeMy WebLinkAboutTruss249 Maitland Avenue, Suite 3000 rF D S Altamonte Springs, Florida 72-01 P:9 Maitland A 1 n F: (321)972-0484 E: info@fdseng.com Website: wm.fdseng.com ENGINEERING ABBOCIATEB December 23, 2019 Building Department Ref: Adams Homes Lot: Lot 34 B176 See 9 Subdivision: Fort Pierce — Indian River Estate Address: 5805 Tangelo Dr Model: 1930 B RHG KA # 19-8487 Truss Company: Builders First Source Date of drawings: 12/12/19 Job No.: 2182149 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY 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. If you have any questions, please do not hesitate to call. \ 1 Z � . • • S6 cr T ar 2 m �TF ' 6 12/23/2019 M ';gyp Cc nP.'BsppR:� `ems Luis Pablo Torres, P.E. Todd M. Born, P.E. Ply 361CI�tNE� e`��� FL. # 87864 FL. # 82126 omg Business with a Service Mindset and an Eye for Detail" CAUTIONM crtnrtnn U U o 0 0 0 0 0 0 0 0 0 0 0 0 0 IF N m a U m3 U h, � m F c U a _m � m j N o n m a m a a a N T � C T 41 m 1 � o a m m O 083R UL 227 U Exposed to Wind 7-00-00 12-00-00 19-04-00 11-08-00 5D-00-00 a a m a .n a n a n a n a n a n a m a T1 o 0 0 a r � - a� I: JQ j.a•. •d J� . �'✓1 C1 C3 3 n `117i . Dvz _.:it C5 5P osed t AI _tiirr .1R 1TVT DII liY+' O . bwn elm DWin s'YSFt^3` :On OC 4. ,03• :.�1 Pn oril 1.. > m.1c. •� ' I dt14V e- �; 1+�-ivs1 TGI yino =_ ?"cl .. 1O IgsJnO� ft�`.3b a�` r1He. T'S1tD r„ 1orTn�'rn. ,: Si 'fi.0 YreiiO,m. -Ti8'n1 oils _31wnsuO 11G 1-11_Sti of p.. nG 2E_..01' r0116 sail il'„ tp :6;'i r!1'•v A'cC : ?ta prd 1 laz bne t�1EZ G ni Aho-i: i?1H .1Li1 .�:6TOSTU,>Gc CONNECTORS -SCHEDULE -- ROOF TRUSS Q ID MODEL ROOF UPLIFT SYM 0 1 A-11 LUS24 / JUS24 1 895 / 835 4901610 1 A 11 HTU26 / THD26 1360013470 1555 / 2330 +a 0 B RTU28 / THD28 4680 / 5040 2140 / 2330 ALB 0 C HTU26-2 / THD262 3600/3355 2175/2340 JIC 0 D HTU28-2 / THD28-2 4680 / 5005 3485 / 2595 Jv 0 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 J d 1 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 J v 0 G HGUS263/THDH264 5230/5245 2155/2340 10 0 H HGUS28-3 / THDH283 7460 / 7835 11323514370 + W 0 J THASR-1-29 / 9100 / 8990 114095 14370 J u 28 3XBNOP Hatch Legend L-18'-00" BRIG WALL su4c v°o¢rnuiw �Bu�oix xuuev e°"u�w'ousnvsu DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING GRAMMES AND BSCI411 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE W PLACE PRIOR TO LOADING TRUSSES. (I.. SHEATHING, SHINGLES, ETC.) ,f� '���II ALL INTERIORt'BEAgN,C1 WALLS MUST BE IN PLACE PRIOR O W1TL1_GYI' 1yL6_tv)J REFER To FINAL ENGINEERING SHEETS FOR THE FOLLOWNG. 11-NUMBER OF..GIRDER PUSS AND Be Accepted h1hout Prior mr WMin 48 eNahS. OWer.'Dian Truss Gable Shear Wall, And lon.4awaarsr.and cEumG.Brrcli? i�O;'ii'au2 TOP CXORDdj14 {24•�C. BOTTOMCHORDSIZE 2N4 OVERHANG LENGTH: 16" END CUT: Plumb CANnLEVER: — TRUSS SPACING: 2C BUILDINGCODE: FBC2017 BEARING HEIGM SCHEDULE H. Le'.. -007 SRO W IPLAMDATE:j 2019 REVISIONS: 1. 2 3. 4. 4408 Air9Brt Road Plant City, FL 33563 Ph.(813) 305-1300 F. (Ins) 305-1301 r "� • `ter REVIEWED ❑ REVISE AND RESUBMIT ❑ REVIEWED WITH NOTATKW ❑ NOT REVIEWED (SEE EXPLANATION) Cortedions or cottstterNs merle on equipment submittals or shop drawings during this review do not relieve con- tractor from compliance with requirements of the draw- ings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents The contractor is responsible for confirming and corelating all quantities and dimen- sions. selecting fabrication processes and techniques of construction. coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner. FLORIDA DESIGN SOLUTIONS, INC. Date i 2 �3 gy Submittal 80. Project No. RWct Eq / Project Name Lumber design vasue5'aiis in accordance with ANSI/fPI 1: section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 2182149 - LOT 34/76/9 INDIAN RVR ES MITek USA, Inc. Site Information: 66T904 Parke East Blvd. Customer Info: Adams Homes Project Name: 2182149 Model: 1930 B 1 OX20 n FL33610-4115 An Lot/Block: 34/76/9 Subdivision: St Lucie County -Indian River Estates Address: 5805 Tangelo Drive, . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPl2014 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 42 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No 1 2 3 4 5 6 7 8 90 11 13 14 15 16 17 18 19 20' 21 22 Seal# T18880494 T18880495 T18880496 T188B0497 Truss Name Date A01 12/12, A03 12/12 A05 12/12 A07 12/12 A09 12/12 All 12112 A13 1212, /2 B01 12/12 B03 12//12 B05 12/12 B06 12/12 BOB 12/12 No 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 Seal# T18880516 T18880517 T18880518 T18880519 T18880520 T18880521 T18880522 T18880523 T18880524 T18880525 T18880526 8880534 8880535 Truss Name Date Cl Clip C3 COP C5 C5P D01 D02 D03 E7 E7P F01 F02 H7P P03 PO4 PB1 PB2 PB3 The truss drawing(s) referenced above have been prepared by ♦♦♦��P�Q ' N Mill, i MiTek USA, Inc. under my direct supervision based on the parameters ♦♦♦♦ �E ••S �F� 'ei provided by Builders FirstSource (Plant City, FL). 4♦F '• '� N 8182 Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. = = IMPORTANT NOTE: The seal on these truss component designs is a certification S TE OF : �4(J that the engineer named is licensed in the jurisdiction(s) identified and that the i ,n' •.�`� O P; \�♦41 designs comply with ANSI/TPI 1. These designs are based upon parameters �� Ft 1 shown (e.g., loads, supports, dimensions, shapes and design codes), which were �i 'S/ • • • ••'�r1��♦ Tek's or TRENCO's customers iven to ffOreferrencerpturposect eeonly,,cific land was not taken included mt faccoor unt in the /'fit N A; ,,�♦.♦ preparation of these designs. MiTek or TRENCO has not independently verified the Jo quln Velez PE No.68182 applicability of the design parameters or the designs for any particular building. Before use, MI A USA, Inc. Cert6634 the building designer should verify applicability of design parameters and properly 69 Parke Past W.Tampa FI.33610 incorporate these designs into the overall building design per ANSI/iPI 1, Chapter 2, e : December 12,2019 Velez, Joaquin 1 of 1 Job - Oty Ply LOT 34flfi/91NDIAN RVR ES �Tnrsrs �TnrssType / T18880494 2182149 A01 PIGGYBACK BASE 6 1 Jos Reference (optional) Builders FhstSource (Plant City, FL), Plant City, FL- 33567, - - 8.240 s Jul 142019 MiTek Industries, Inc. Wed Dec it 15:19:502019 Page 1 ID:9Bw56OW5AWDgVr6xU a99jz4517-AkO0YIDBax 2rJ9bPgFOpG0051efYyw9VcMOLOyA7K7 H4-0 64-10 11.2d 17-0-0 21-a-0 l 27-0-0 30-8-0 i 3fi-9-3 d4.0.0 54 61-102 5-0.10 5-9-12 4-0-0 8-0-0 3-8-0 6-1-3 7-2-73 Scale=1.84.2 6.00 12 6x8 2x4 11 6x8 = 1.5x8 STP= JA4 13 12 214-i�`vxy2.0 �— Ox10 MT20HS G 8-10-8 1 17-0-0 21-0-0 27-" 1 30.8-030-LOO 36.9`3 44-0-0 8.10-8 1 &Le 1 4-0-0 1 6.0-0 13-8.0 0-2-0 5-11.3 7.2-13 Plate Offsets(X,Y)— f2:0-0-14.Edoe114:0-3-00-3-4115:0-6-00-2-81 f7:0-6-00-2-8119:0-3-00-3-0] r14:0-6-12Edoe1116:0.4-00-3.41 LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (roc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(ILL) 0.96 16 >549 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.2717-19 >417 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(CT) 0.79 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-AS Weight: 236 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 5-7,1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 16-18: 2x4 SP No.1, 8-13: 2x4 SP No.3, 2-18: 2x4 SP M 31 WEBS WEBS 2x4 SP No.3 *Except* 12-14: 2x4 SP No.2 REACTIONS. (lb/size) 1D=1700/0-8-0,2=1700/0-8-0 Max Horz 2=327(LC 10) Max Uplift 10— 1031(LC 12). 2=-1031(LC 12) FORCES. (I a) - Max. ComplMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=5517/3455, 3-4=-5265/3265, 4-5=-4354/2719, 5-6=-5159/3233, 6-7=.5159/3233, 7-8_ 3889/2538,8-9=-4377/2810, 9-10=-3153/2001 BOT CHORD 2-19=-2983/4985, 17-19=-2695/4704, 16-17=-1969/3955, 15-16=-1806/3562, 14-15=-2213/3964,8-14=-126/292,10-12=-1631/2757 WEBS 3-19=-195/329, 4-19=-49/419,4-17=-801/724, 5-17=-296/550, 5-16=-1003/1750, 6-16= 290/328,7-16=-1091/1977,7-15=294/507,B-15=-565/509,12-14=-1774/2978, 9-14=-527/1104, 9-12=-1108/813 Structural wood sheathing directly applied, except 2-0-0 oc puffins (2-2-0 max.): 5-7. Rigid ceiling directly applied. 1 Row at midpt 12-14 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=25f ; B=451t; L=24ft; eave=5f ; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Intenar(1) 1-6-0 to 17-". Exterior(2) 17-M to. 21-0-0, Interior(1) 21-0-0 to 27-0-0, Exterior(2) 27.0-0 to 30-11-12, Interior(1) 30-11-12 to 45-4-0 zone;C-C for members and farces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load 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) Bearing at jornt(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 1001b uplift at joint(s) except Qt=lb) 10=1031, 2=1031. 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 ,sheetrock be applied directly to the bottom chord. 11) Graphical pudin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Bind. Tampa FL 33810 Date: December 12,2019 Q WARNING -Verify Ceegn Xmmetersend READNOTES ON TNISAND INCLUDED MREKREFERANCEPAGEM67473mv. 1011'12015BEFOREUSE. Deslgn volld for use only with M6ek® connectors, The tleslgn Is based only upon parameters shown, and Is for. an Indlvlduol building component not a truss system. Before use, the building designer must verify the appllcobllity of tleslgn parameters and properly Incorporate this tleslgn Into the overall building tleslgn. Bracing lndicated is to prevent buckling of Individual huss web and/or chord members any. Additional temporary and permanent bracing MiTek' 7 Is always required for stabllny and to prevent collapse wnh possrele personal Injury and property damage. For general guidance regarding the ' fabncaaon, storage, delWery, erection and bracing of trusses antl truss systems. seeAN51/IPII Cuo1mRyy Criteria OBB49 and BCSI ButdAp Component Safety Infeemllorsavailable from Truss Plate Institute, 218 69M Parke East Blvd. Tampa, FL 33610 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Job Truss Truss Type ,- Oty Ply LOT 34/76/9INDIAN RVR ES s �} T18880495 2182149 A02 Hip Truss 1 1 Job Reference (optional) Builders eirshaource trlam Uiy. I-L1, rlam ury, rL- 00=1, o.cra s am rr <a m rvn en n ID:9Bw560WSAW DgVr6xU_a991z45f7-ewyc 1i-0 6-1-10 11-2i 1]-0-0 21-0-0 274)0 30A-0 lao sI s-o-to s-s-1z 4-0-o a-0-o I 3-e-o 6.00 12 5xB 2x4 II Sx8 = 5 29 6 30 7 5x6 i p8 31 486 J 4 20 16 3 17 fixB = 1.5x8 STP= 3.4 s 1s 3x4 C 27 19 la 5x12 " if1 2 4x10 MT20H5 % 3.00 12 0 3x4 13 3.4 II 410 MT20HS Scale = 1:80.8 5x6 9 46 C 4x6 O 0 101.SxB 6TP= N 11 n �as 12 5x6 I 5.8 = 4340 6ePI 8)-0I 42L11 42,9. 599 Pi4P-0-0 P63 Plate Offsets (X Y)-- 12'0-0-14 Edae] [4.0-3-0 0-3-41 15:0-6-0 0-2-8]17:0.6-0 0-2-8] [9'0-3-0 0-3-01 111:0-5-B 0-0-10] [12'0-3-8 0-2-8] 114.0-6-8 Edgal 116:04-0 0-3-4] LOADING (psQ SPACING- 2-0-0 CSI. DEFL, in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.91 Veri(LL) 0.95 16 >545 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -1.22 17-19 >424 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Mar YES WE 0.96 Horz(CT) 0.76 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 2391b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 16-18: 2x4 SP No.t, 8-13: 20 SP No.3, 2-18: 2x4 SP M 31 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 3-7-11 REACTIONS. (lb/size) 11=1590/0-8-0, 2=1664/0-6-0 Max Horz 2=317(LC 11) Max Uplift l l=-895(LC 12), 2=-1012(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1Flow at micipt 12-14 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5379/3375, 3-4=-5122/3177, 4-5=4201/2650, 5-6=-4940/3157, 6-7=-4940/3157, 7-8=-3677/2394,8-9=-4043/2587, 9-11=-2655/1747 BOT CHORD 2-19=-3005/4860, 17-19=-2701/4568, 16-17= 2009/3814, 15-16=-1745/3359, 14-15=-2079/3682, 11-12- 1388/2308 WEBS 3-19= 202/327,4-19=-47/425,4-17=-806/689,5-17=-279/552, 5-16=-947/1641, 6-16=-290/318, 7-16=-1108/1950, 7-15=-229/443, 8-15=-474/420, 12-14=-1508/2478, 9-14=-658/1289, 9-12= 985/735 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.Opsf; h=25ft; B=45f ; L=24N; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0to 1-8-0, Intedor(1) 1-8-0 to 17-M, Exanor(2) 17-0-0 to 20-0-0, Intedor(1) 20-0-0 to 27-0-0, Exterior(2) 27-0-0 to 30-0-0. Interior(1) 30-0-0 to 43-0-0 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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 100 lb uplift at joint(s) except Qt=lb) 11=895, 2=1012. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: December 12,2019 Q WARNING- VedfydegOPerametenand REAONOIESONTHZANDkVCLUOEOUREKREFERANCEPAGEMI474M.re.. fa=e15BEFOREUSE Design valid for use only with MBekO connectors this design Is based only upon parameters shown, and Is for an individual building component, not ��- a truss system. Before use, the b Wding designer must verity the applicability of design parameters antl properly Incorporate Ins design Into the overall building design, Bracing Indicated Is to buckling Intltdtlual Uuss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent of Is always regulred for stobllity and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery. erection and bracing of busses and truss systems %eANSVIPII Quality CMnb. 0511419 end BCSI lulding Camponont 69N Parke East Blvd. Sabty Inforrnalbrpvollable from Truss Plate Institute, 218 N. Lee Street Sella 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type -- Cry Ply LOT 34f/6/91NDIAN RVR ES r T188B0496 2182149 A03 Hip 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 142019 MiTek Industries, Inc. Wed Dec 11 15:19:52 2019 Page 1 ID:9Bw56OW5AWDgVr6xU a99jz45f?-66WA=EO5YEm4Nlzx5HsvhVN56KkotOSYwrVPJyA?KS 1-4Q 15.0.0 22-0.0 29.0.0 35.44 42-0.0 11-4.0 7.9.0 7-3-0 7-0.0 7-0-0 'N i 6-7-12 6x12 MT20HS 9 6.00 FIT 2.4 II 6.12 MT20HS C 18 17 '- "" 15 13 12 5x8 2x4 11 31 = 3xB = 3x6 = 3x4 = 5x6 = = 3x4 = Scale=1:76.2 10 { I 2-1 2o-101 35.4-a4 I 41:�lz. . 420-0 o -o-o 6-46-a070 73 79' Plate Offsets(XY)-- 12'0-1-11Edae]14.0-7-40-1-8116.0-7-00-1-81110:Edoe0-1-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.89 Ven(LL) 0.50 15-17 >997 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Ven(CT) 0.4015-17 >999 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress III YES WB 0.82 Hoa(CT) -0.17 11 n/a n/a BCDL 10.0 Cade FBC2017/TP12014 Matrix -AS Weight: 2411b FT=20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 4-6,6-9: 2x4 SP I BOT CHORD 2x4 SP I WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Stmctuml wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-17, 4-17, 6-15, 8-12 REACTIONS. (lb/size) 2=1609/0-8-0, 11=1560/0-3-8 Max Hoa 2=273(LC 11) Max Uplift 2=-1873(LC 12), l l=-1770(LC 12) FORCES. (Ib) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2932/4621, 3-4=-2296/3744, 4-5=-2142/3724; 5-6=-2142/3724, 6-7=-2097/3446, 7-8=-2194/3473, B-9=-210/361 BOT CHORD 2-18=-4098/2556, 17-18=-4089/2553, 15-17=-3053/1975, 13-15=-2753/1806, 12-13=-2997l1897, 11-12=-338/180, 10-11=938/180 WEBS 3-18=-064/314, 3-17=-669/1199,4-17= 976/513,4-15=-415/404„5-15=-419/455, -6-15=-80at608,6-13=-566/316,7-13=-161/306,7-12=-283/214, B-12=-2765/1753, 8-11=-1471/2212 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=4.2psY BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5tt; Cat. II; E1rp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-81 Interior(1) 1-8-0 to 15-0-0, Exterior(2) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 29-0-0, Exterior(2) 2"-O to 33-2-15, Interior(1) 33-2-15 to 41-10-4.zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL= IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except fit=lb) 2=1873, 11=1770. 8) This truss design requires that a minimum of 7/16' stmctuml wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 12,2019 AWARNING -Idesrgnparemefemmud READ NOTES ONMIS AND INCLUDED MTEKREFERANCEPAGE MX74nrav10D 015BEFORE USE. Design valid for use only with M9ea connectors. Mis design Is based only upon parameters shown, and Is for an Individual building component, not �� a truss system. Before use, the bUlding do4ner must verify the applicability of design parameters and properly Incorporate this design Into the overall bWtlingdaslgn, Bracing Indicated Is prevent bucWhg of indiIduol truss web and/or chord members only. Adcritonaltemporaryandpermanentbrachg MiTek' B always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANSURII Qua] 8r CMeM, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safely Intormalbrxsvallable from Truss plate InsStute, 218 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Type city PlyLOT 34!/6/9 INDIAN RVR EST18880497 FAO4 2182149 Hip Toss 1 1 Job Reference (optional) Builders Fusl3ource(Plarn Ulty, FL), Pram Uny, 1-1.-33b6/, u.z4u a JUI 14 2U1 a MI I eK Inc. "ad use I I Ia: Ic:]V Gu le 5x6 = 5x6 = 6.00 12 3x4 = 5x6 = 3x8 = 2x4 II US = 3x8 = 3x4 = 4x6 = 3zB = Seale=1:74.5 1 II 1� 10 2x4 II 2x4 II 4x6 Q 6.6-14 1&0.0 22.0.0 31-0-0 37-5-2 41-7-8 4$0-0 R.6.1e I a.4n I g.n.n a.n.n 1 6.42 48 Plate Offsets (X Y)-- [3:0-3-00-3-01 [4:0-3-0 0-2-0] [6:0-3-00-3-0] [7:0-4-0 0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udafl Ud PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.66 Ver(LL) 0.29 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Ven(CT) -0.4915-17 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(CT) 0.13 11 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -AS Weight: 235 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1610/0-8-0, 11=155910-3-8 Max Horz 2=238(LC 11) Max Uplift 2=-981(LC 12), l l=-878(LC 12) BRACING - TOP CHORD SPLICtuml wood sheathing directly applied, except end verticals. BOT CHORD Rigid telling directly applied. WEBS 1 Row at midpt 5-17, 6-13, 8-11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2986/2000, 3-4=-2447/1752, 4-5=-2142/1690, 5-6=-2436/1827, 6-7=-1888/1517, 7-8— 2177/1556 BOT CHORD 2-18=-1762/2731, 17-18— 1764/2728, 15-17— 1521/2478, 13-15_ 1447/2321, 12-13=-1170/1756,11-12=-1169/1756 WEBS 3-17=-584/516,4-17=436/808, 5-17=-580/410, 6-15=-10/343, 6-13=-773/553, 7-13=,363/698, 8-13=-34/293, 8-11=-2133/1449 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.0psf; h=25ft; 8=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 1-8-0,.Intedor(1) 1-8-0 to 13-M, Extedor(2) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 31-0-0, Exteror(2) 31-0-0 to 35-2-15, Interior(1) 35-2-15 to 41-10-4 zone; cantilever right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate. grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for alive load Of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 100lb uplift at joint(s) except Qt=1b) 2=981, 11=878. 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. Joaquin Velez PE No.68182 MTek USA, Inc. FI: Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 12,2019 Q WARNWO-Verily EeelgnpammeMmand NEADNOTESONWISANDMCLUDEDMREKNEFERANCEPAGEMIP741Jrev.1a2 i6BEFONEUSE Design valid for use only with Mnekat connectors. This design Is based only upon parameters shown, and Is for on IndMduol bul ding component, not a hum system. Before use, the building designer must verify the appllcablllty of design parameters and properly Incorporate his design Into the overall buiiding design.&acing indicated is to prevent bucWing of individual huss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for staUffly and to prevent collapse with possible personal injury and property damage. For general guidance regarding he fobricotbn, storage; delivery, erection antl bracing of trusses and true systems. soeMSDfpll CuolNy Cmeda, WB-09 and SCSI Buld610 Component Safety InlormoBomvollable from Truss Plate Inslnute, 218 N. Lee Sheet Suite 312, Alexondrio. VA 22314. 8904 Parke East Blvd. Tampa, FL 33610 Job Truss Thus Type Oty Ply LOT 3406/91NDIAN RVR ES r T18880498 2182149 A05 Hip Truss 1 1 Job Reference (optional) Builders FustSource (Plant Oily, FL), Plant City, FL-335B/, a.24Ua JUI 192Ule MI I ets InGlial ES, IM. Wyse Uac Mat ro:aa[u re SxB = 2x4 II 5x8 = 16 " '" 14 -" 13 "- -- 11 4x6 = 3x4 = 3.6 = 3x4 = 5xB = 3x6 = 3x4 = Scale =1:74.4 to i.sxe STP= 6x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOL 125 Lumber DOL 1,25 Rep Stress Incr YES Code FBC2017[rP12014 CSI, TC 0.70 BC 0.81 WB 0.90 Matrix -AS DEFL. in floc) I/deft Ud Vert(LL) 0.37 13-14 >999 240 Verl -0.6616-19 >763 180 Hoa(CT) 0.14 10 n/a n/a PLATES GRIP MT20 2441190 Weight: 2271b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 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 1 Row at nr 5-13, 7-13 REACTIONS. (lb/size) 2=1622/0-8-0, 10=1547/0-8-0 Max Horz 2=202(LC 11) Max Uplift 2— 988(LC 12), 10— 871(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2973/2115, 3A---2642/1859, 4-5=-2924/2184, 5-6=-2823/2113, 6-7=-2823/2113, 7-8=-2289/1621, 8-9=-262/116 GOT CHORD 2-16=-1873/2720, 14-16— 1461/2372, 13-14=-1871/2924, 11-13=-1225/1994, 10-11=-1226/1725 WEBS 3-16=-402/463, 4-16=-94/474, 4-14=-578/873, 5-14=-396/426, 6-13=-415/472, 7-13=-736/1110.8-11=-89/421, 8-10=-2020/1590 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vascli 24mph; TCDL=42psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24f ; eave=5tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0to 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 33-0-0, Exterior(2) 33-M to 37-2-15, Interior(1) 37-2-15 to 41-10-4 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.Opsf. 6) Bearings are assumed to be: Joint 2 SYP Not 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 61=11s) 2=988, 10=871. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 Mi USA, Inc. FL Cert 6624 6904 Parke East Blvd. Tampa FL 33610 Date: December 12,2019 0 WARNNG-Verlfydeslgn Parametersand BEADNOTES ON TN/SANDMCLUDEDMR KNEFENANCEPAGEM674] .re.. 10ID042015BEFOBEUSE Design valid for use only with MBelOconnectors. This design is based only upon parameters shown, and Is for an Individual building component, not �r- ■■ a truss system. Before use, the building designer must verily 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 members only. Additional temporary and peanonent bracing M!Tek* Is always required for stability and to prevent collapse with posollble personal injury end property damage. For general guidance regarding the fobricotion, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII Quail CMMo. DSB419 and SCSI Buldhp Component 6904 PeAe East BNtl. East B Safety Womlatbrpvaiiable from Truss Flute InsSNte, 218 N. Lea Shoot, Suite 312 Alexantltla, VA 22314. P33610 Temps, FL Job Truss Truss Type Oty Ply LOT 34,7619 INDIAN RVR ES , y T78880499 2182149 A06 Half Hip Truss 1 1 Job Reference (optional) tl -facts Flrstbource (Plant Gay, FL), VIM UBty, FL- 33bbf, SAS = 4 20 21 Sx8 = 5 e.24u s JUl 14 Le]e MI I en mousmes, Inc. vveu V ca r 1 , al, V;00 4u m rCyn , W5AW DgVr6xU_a99jz45f7-?umhoLHv9NCZ_clmwLo3Xg2Xjh8yenYpjY4yA?Kt 3&&2 42-0-0 —1 8-2-2 8-3-14 ' Scale = 1:73.0 5x8 = Sx8 = 5x8 = 6 22 7 23 8 15 14 13 12 11 10 = 3x6 = 3x4 = _ 4x6 = 5x8 = 3x6 = 3x6 = 6x8 = 46 II LOADING (PSI TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr VES Code FBC2017RPI2014 CSI. TC 0.86 BC 0.90 WB 0.99 Matrix -AS DEFL, in (roc). Vdefl L/d Vert(ILL) 0.54 12-13 >923 240 Vert(CT) -0.69 12-13 >725 180 Horz(CT) 0.15 9 n/a Na PLATES GRIP MT20 244/190 Weight: 2211b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5:2x4 SP No.t BOTCHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 8-9, 4-13, 7-12, 8-10 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 9=1547/Mechanical, 2=1622/0-8-0 Max Horz 2=343(LC 12) Max Uplift 9=-946(LC 9), 2=-973(LC 12) FORCES. (Ib) - Max. CompAMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3018/2094, 3-4=-2782/1902, 4-5=-3537/2465, 5-6=-3537/2465, 6-7=-3460/2354, 7-8=-2323/1567, 8-9=-1468/1106 BOT CHORD 2-15=-2115/2669, 13-15=-1799/2457, 12-13=-2354/3460, 10-12=-1598/2358 WEBS 4-15— 67/412, 4-13=-810/1318, 5-13=-480/544, 6-12=-462/523,7-12=868/1266, 7-10=-1100/968,8-10=-1756/2602,3-15=-286/360 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=45ft; L=24ft; eave=5ft; 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 9-0-0, Extedor(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 41-10-4 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 3-8-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SVP 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 joints) except at=lb) 9=946, 2=973. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Curt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 12,2019 &WARANG -Verhy Ceslgnpereme(ersenEREAD NOTES ON THISANOINCLUDED MwEKREFERANCEPAGEMM174TJ ree 10122015BEFOREUSE Design valid for use only with Wadi, connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �1- a hum system. Before use, the building designer must verity Me applicability of design parameters and properly Incorporate this design Into me overall buiidingdesign.&acingIndicated Istoprevent buckling ofIndivdualtnntweb and/or chord members only. Additional temporary and permanent bracing MiTek' b always rebuked for Nobility and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. sseANSVrpIf Dualtltlyy Ciffil DSBd9 and SCSI Bidding Component Safely Nformationavailabie from ➢uv Plate Institute, 218 N. Lee Sheet, Suite 312. Alexantltla. VA 22314. 69N Pasta East Blvd. Tampa. FL 33610 Job Truss Truss Type - OtY Ply LOT 34/76/9 INDIAN RVR ES , f T78880500 2182149 A07 Half Hip Truss t 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City,FL-33567, 8.240 a Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 15:19:57 2019 Page 1 ID:9Bw56OW 5AWDgVr6xU_a99jz45f7-T4K3ahlxw5t3B8BxJettckDC37OMh7PB6CYG5WyA7KO ri-0-fi 7-0.0 F 1&10-4 20-70-4 27-L_ 34-10.4 42-0.0 �1-4-0 7.0.0 6.10.4 7.0-0 7.0-0 7-0-0 7-1-12 6.00 12 Scale=1:73.0 6x12 MT20HS = 2x4 II 7x1e = 2x4 II Bx10 = 2x4 II 3 18 4 5 6 19 7 8 14 13 12 11 10 9 4.6 = 2x4 II 6,12 MT20HS = 2x4 II 6x12 MT20HS = 2.4 II 6x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.O Lumber DOL 1.25 13 0.0 ' Rep Stress Incr NO 8CDL 10.0 Code FBC20177TPI2014 CSI. TC 0.94 BC 0.96 WB 0.90 Matrix-MSH DEFL. in (loc) Vdefl Ud Vert(ILL) 0.91 12 >554 240 Verl-0.8411-12 >595 180 Horz(CT) -0.25 9 n/a n/a PLATES MT20 MT20HS Weight: 4821b GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 *Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-3-14 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 7-9 WEBS 2x4 SP No.3 *Except* 3-13,5-13,5-11,7-11,7-9: 2x4 SP No.2 REACTIONS. (IWsize) 9=3460/Mechanical,.2=3331/0-8-0 Max Hom 2=268(LC 8) Max Uplift 9=-3038(LC 5), 2=-2848(LC 8) Max Gmv 9-4465(LC 13), 2=4346(LC 13) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (I s) or less except when shown. TOP CHORD 2-3=-9020/5735, 3-4=-12623/8356, 4-5=-12557/8291, 5-6=-12237/8137, 6-7=-12167/8088, 8-9=-529/566 BOT CHORD 2-14=-5202/8020, 13-14=-5186/7974, 12-13=-9127/13771, 11-12- 9136/13758, 10-11=-5163F7713, 9-10=-516317713 WEBS 3-14=-383/1120,3-13=-3543/5278,4-13=-1424/1369,5-13=-1389/973, 5-12=0/441, 5-11- 1698/1115,6-11=-1187/1168,7-11=-3302/5016, 7-10=0/471,7-9=-8512/5714 NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chards connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F). or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL=6.Opsf; h=25ft; 3=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SYP No.2 crushing capacity of 565psi. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except (jt=1b) -9=3038, 2=2848. 12) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 899 Ib down and 5201b up at Joaquin Velez PE No.63182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 12,2019 Q WARNING-Vedlydesignparametemand REAONOTES ON 7NLSANOINCLUOEOMREKREFERANCEPAGEMU74M3rc.. 1atiON015BEFOREUSE. Design valid for use only with M6ek® connectors. Phis design Is based only upon parameters shown, antl Is for an Individual building component, not ��- a hum system. Before use, the building designer must verity the appllccoilty of design peromeien and properly Incorporate this design Into Me overall building design. Bracing Indicated is to prevent buckling of hdivitlual hum web and/or Chord members only. Additional temporary and bracing L�q M!Tek' permanent is always required for stability and to prevent collapse with possLle personal Injury and property damage. For general guidance regarding the fabrlcaflon, storage, delivery, erection and bracing of trusses and truss systems. seeANS171PI1 Cuairyy Criteria, OSB419 and BCSI Building Component Safety informations lloble from Truss Plate Imtltute.218 N. Lee Street. Suite 312. Alexandria. VA 22314. 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Orly Ply LOT 34176/9 INDIAN RVR ES 1 k T18880500 2182149 A07 Half Hip Truss ' 1 2 Job Reference (optional) Builders FirslSourca (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 15:19:58 2019 Page 2 ID:9Bw56OW5AWDgVr6xU A99jz45f7-xG1RDiJ9hD7wplm7tLOGWNpWMbOaIKLslgdyyA7K7 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 54, 3-8— 120(F=-66), 14-15=-20, 9-14=-43(F=-24) Concentrated Loads (lb) Vert:. 14=-475(F) QWARNING- VerUydes/gnpemmetersend NEADNOTES ON TNISAND INCLUDED MR KREFERANCEPAGEM*74Tamv. 14=2015B£FOREUSE Design volld for use only with MOekO connectors. This design Is based only upon parameters shown and Is for an Individual building component, not a buss system. Before use. the bulltling deslgner must verify the appllcablify of design Parameters and property Incorporate this drngn Into he overall building design. Bracing indicated Is to prevent buckling of lndlvlduol thus web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablllly, and to prevent collapse with possible personol injury and property damage. For general guidance regording the East B Palle East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss s, systemseeANSVrPI1 DuoItlyCirri 08I149 and SCSI Building p Component Safety Informalbmvallable from Truss Plate Institute. 218 N. Lee Sheet. Suite 312. Alexandria VA 22314.W61 Tam9a, FL Job Truss Truss Type Oty Ply LOT 34p6/91NDIAN RVR ES f T18880501 2182149 A08 PIGGYBACK BASE 1 1 Job Reference (optional) .Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 14 2019 MITOK Industnes, Inc. Wed Dec 11 15: 4x10 MT20HS 6x12 MT201115 = Bx12 MT20HS = 8.00 12 2x4 11 5 6 97 7 Scale a 1:82.2 1.5x8 STP 3x4 12 11 2x4 II 5x6 = 3x6 = r 8100.8 7e7-10--80 4I 7-0-0 0 0-36�-70NO 0.30 -00593 Plate Offsets (X Y)— f2:0-0-14 Edgel, f4:0-3-0 0-3-41 15:0-9-0 0-2-01 f7:0-9-0 0-2-01 [9:0-3-0 0-3-41 f 10:0-2-12 0-1-8] 113:08-12 Edgel f 15:0-4-0 0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). Udell Ud PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.92 Vert(LL) 0.99 15 >534 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.2716-18 >417 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 HOR(CT) 0.80 10 We n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 233 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 5-7,1-4: 2x4 SP No.t BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 15-17: 2x4 SP No.1, 8-12: 2x4 SP No.3; 2-17: 2x4 SP M 31 WEBS WEBS 2x4 SP No.3 *Except* 11-13: 2x4 SP No.2 REACTIONS. lic/size) 10=1627/078-0,.2=1701/0-8-0 Max Harz 2=325(LC 11) Max Uplift 1D=-915(LC 12), 2= 1033(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5522/3547, 3-4=-5269/3361, 4-5=-4358/2823, 5-6=-5166/3374, 6-7=-5166/3374, 7-8— 3895/2578, 8-9— 4386/2846, 9-10=8151/2052 BOT CHORD 2-18=-3145/4989, 16-18= 2866/4709, 15-16=-2142/3959, 14-15— 1873/3568, 13-14=-2280/3973,B-13=-138/296, 10-11=-1681/2771 WEBS 3-18_ 196/325, 4-18— 44/418, 4-16= 8027721, 5-16= 296/550, 5-15=-1030/1753, 6-15= 290/328, 7-15=-1159/1976, 7-14= 294/508, 8-14=567/511, 11-13=-183212995, 9-13=-544/1097, 9-11=-1109/830 Structural wood sheathing directly applied, except 2-0-0 Oc pudin (2-2-0 max.): 5-7. Rigid ceiling directly applied. 1 Row at midpt 11-13 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.Opsf; h=25R; B=45ft; L=24tt; eave=5f; Cat. II; Exio C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-4-0 to 1-8-0. Interar(1) f-" to 17-0-0, Exteror(2) 17-" to 21-0-0, Interior(l) 21-0-0to 27-0-0. Extedor(2) 27-0-0 to 30-11-12, Interior(l) 30-11-12 to 44-0-0 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi 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) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. -Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except Qt=lb) 10=915,2=1033. 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 •sheetrock be applied directly to the bottom chord. 11) Graphical purfin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 12,2019 'AWARNING-Vedly Oesrgnparametemand READNOTEG ON MISAND INCLUDED MREKREFERANCEPAGE9I47473ree.. 10113,2015eEFOREUSE Design valid for use only with MOeIIrs connectors, ihls design Is based only upon parameters shown, and Is for. on Individual bullding component not wt a truss system. Before use, the bUdIng designer must verity Me applicability of design parameters and property Incorporate this design Into me overall building design. Brocing indicated a to prevent bucWhg of hdividuot truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent. collapse with possible personal Injury and property damage. For general guidance regarding Me fobrtcotlonu storage, delivery, erection and bracing of trusses and truss systems, saaANSVIPII QuailSyCMeda, DSB-59 and SCSI Bull Component Safety Informatbrpvalloble from Truss ntltla, Plate Institute. 218 N. I-ee Sheet, Suite 312. AlexaVA 22314. MITek B Tarn a, FL 6904 ParkaEast East Blvd. P33610 Job Thus Tress Type Qly Ply LOT 31"6/9 INDIAN RVR ES f f T188BO502 2182149 A09 Half Hip Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 142019 MiTek Industries, Inc. Wed Dec 11 15:20:00 2019 Page 1 ID:9Bw56OW 5AW DgVr6xU_a99jz4517-tf?Cej KQDOFe2bwW 7mQkDNdiK5mua2doAnwgryA7Jz -1d-0 &104 2WI 440 8-f0-0 8-1-12 i 6&5 I 2-P3 �1 6x8 i 3x6 = 3x4 = 3x6 11 .3x4 = axis zsn-14 e-0a-0 1]-f12 21-aa 23`T 2-ft 26-Se i enc-a 1 e1-tz 1 4-0O 1 z-e�s o-Y�s1n LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 TCDL 7.0 Lumber DOL 1.25 BC 0.79 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 BCDL 10.0 Code FBC2017rrP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-8: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=1073/0-4-3, 2=947/0-8-0 Max Hoe 2=591(LC 12) Max Uplift 8=-723(LC 9), 2=-510(LC 12) DEFL. in (too). Udell Ud Ved(LL) 0.27 13-16 >999 240 Vert(CT) -0.33 11-13 >859 180 HOR(CT) 0.19 8 rVa Na Scale = 1:54.6 PLATES GRIP MT20 244/190 Weight: 1591b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS IRow at midpt 3-11 FORCES. (Ib) -Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-2498/1597, 3-4=-1191/796, 4-5=-540/442 BOT CHORD 2-13=-1928/2320, 11-13=-1932/2313, 10-11=-894/1026, 8-9=-1044/889, 5-9=-967/881 WEBS 4-11= 220/531,4-10=-600/553,5-10=-696/864,3-13=0/348,b-ll=-1249/1010 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuli 60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsh h=25ft; B=45ft; L=24ft; eave=4ft; 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 17-0-0. Extedor(2) 17-0-0 to 21-2-15, Intedor(1) 21-2-15 to 26-3-12 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 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 a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearings are assumed to be: , Joint 8 SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except 61=11a) 8=723, 2=510. 9) 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. Joaquin Velez PE No.68182 MiTek USA, Ina. FL Cad 6634 6904 Parka East Blvd. Tampa FL 33610 Data: December 12,2019 ,Q WARNING- VedrydeslgnpmMefemend REAONOTESONTNISANOINCLUOEOMITEKREFERANCEPAGEM674"... 10,173are15BEFOREUSE Design valid for use only with MBekO connectors. This design Is based only upon parameters shown. and Is for an IndIv dual building component not ��- a lrusssystem. Before use, the bulltling designer must verify the applicablllty, of design parameters and properly Incorporate this design Into the overall building design, &acing Indicated Is to buckling of individual Ines web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personol injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and buss systems, seeANSVrPII Quality Cd1Uda. DS849 and BCSI Building Component 6904 Parka East Blvd. Safety Informolonovollobie from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314, Tampa, FL 33610 Job Truss Truss Type Orly PlyLOT 34/76/91NDIAN RVR ES 7 T188BO503 2182149 A10 HALF HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8,240 5 Jul 142019 MiTek Industries, Inc. Wed Use 11 15:2V:V1 ZV19 Sx8 = 4x6 = 6.00 12 4 19 5 20 3x4 = Scale=1:50.4 3x6 It 3x4 = 3x6 zz-n-e e-10-4 1540 21UU 22-B U22 aO 2a502650 ed 0 4 6-1-12 B-0-0 1-0-0 62E Plate Offsets (x Y)-- [2:0-1-6 0-0-7] [3:0.4-0 0-0-0] [4:0-5-8 0-2-4] LOADING (pso SPACING- 2-0-0 CSL DEFL, in (too) Vdefl Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(L-) 0.24 13-16 >999 240 MT20 244/190. TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.3213-16 >853 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Hoa(CT) 0.16 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-AS Weight: 152 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied; except end verticals. BOT CHORD 2x4 SP No.2 "Except' BOT CHORD Rigid ceiling directly applied. 5-8: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=1117/0-3-8, 2=902/0-8-0 Max Horz 2=529(LC 12) Max Uplift 8= 790(LC 9), 2- 503(LC 12) Max Grew 8=1117(LC 1), 2=902(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2287/1515, 3-4=-1272/922, 4-5=-425/317 BOT CHORD 2-13=-1785/2101, 12-13=-1753/2088, 10-12=-979/1128, 8-9= 1079/907, 5-9=-982/847 WEBS 3-13=0/307,3-12=-959/796,4-12=-234/491,4-10- 710/675, 5-10= 525/761 . 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=25f ; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-0 to 1-8-0, Inte ior(1) 1-8-0 to 15-0-0, Extedor(2) 15-M to 19-2-15, Interior(1) 19-2-15 to 26-3-12 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 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.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 ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=1b) 8=790, 2=503. 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. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cart 0634 6904 Parke East Blvd. Tampa FL 33610 Date: December 12,2019 ®WARNING -Ved/ydesign pemmehavand REAONOMS ON THISANO INCLUDED MREKREFERANCEPAGE14/N473 rev. 1621120150EFOREGSE Design valid for use only with MOekG) connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the bulltling designer must verify the applicability of tleslgn parameters and properly Incorporate this design Into the overall bulltling tleslgn. Bracing Indicated is to prevent budding of lndMdual truss web and/or chord members only. Addihonal temporary, and permanent bracing MiTek' Is divans 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 tnss systems, seeANSVrPtt CuaImI1yy Carl DSBde and SCSI Building ComponentSafetyNlplmatbrnvollable 6904 Parke East Blvd. from Truss Fare Institute. 21kN. Lee Sheaf, Suite 312. Alexondr! VA 22314. Tampa, FL 33610 Job Truss Thus Type Oty Ply LOT 34,76/9 INDIAN RVR ES j T78880504 2182149 All HALF HIP TRUSS 1 1 Job Reference (optional) CuIII rl MFo0Urce tYlantUlly, nw, Vlam ary, rL- UUbbx, ' 0.44u 5 JN 14 4U 10 mi i UK aaeSaeJ, uV. vve c m bl Scale = 1:46.5 Sx8 = 2x4 li 3x6 = S.00 12 4 17 18 5 19 6 3x4 = 2x4 11 3x4 = 3x4= 5xe = 3x6 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2017/rP12014 CSI. TC 0.87 BC 0.50 WB 0.62 Matrix -AS DEFL. in (loc)L Well Ltd Vert(LL) 0.11 11-14 >999 240 Veri -0.14 9-11 >999 180 Horz(CT) 0.04 7 Na n/a PLATES GRIP MT20 244/190 Weight: 1531b 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 4-8.6-8 REACTIONS. (Ib/size) 7=972/0-3-8, 2=1047/0-8-0 Max Horz 2=467(LC 12) Max Uplift 7=-700(LC 9), 2=-615(LC 12) Max Grav 7=1020(LC 17), 2=1050(LC 17) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3_ 1755/1040, 3-4— 12211792, 4-5=-791/597, 5-6=-791/597, 6-7=-911/779 BOT CHORD 2-11=-1280/1591, 9-11=-1282/1588, 8-9=-828/1056 WEBS 3-11=0/273,3-9=-611/516,4-9=-160/476,4-8=-370/322, 5-8=-404/554, 6-8=-826/1090 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. ll; Exp C; Encl., GCp1=0.1$ 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, Intertar(1) 17-2-15 to 26-3-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) All bearings are assumed to be SYP I crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of, withstanding 1001b uplift at joint(s) except Qt=lb) 7=700, 2=615. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: December 12,2019 A WARNING -Verify Cedgnpa tersand READNOTES ON THISANDNCLUDEDMREKNEFENANCEPAGEM674nmv. 10�0.31,201SDEFONE USE Design volts for use only with MEek® connectors. This design Is based only upon parameters shown, and Is for an IndMdual building component, not a truss system. Before use, the building designer must verity the oppllcabllity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent bucWhg of Individual thus; web and/or chord members only. Addlflonal temporary, and permanent bracing MiTek' Is always required for stability and to prevent collapse with pomble personal injury and property damage. For general guidance regarding me fabrication, storage, delivery, erection and bracing of trusses and truss system% seeANSVIPI I Quality CdI DS849 and BCSI Bultlhp Component 6904 Parke East Blvd. 6904 F East B Safety Informatbrpvallabie from Truss Plate Institute, 218 N. We street Suite 312, Alexandria. VA 22314.33610 FL Job Truss Truss Type Oty Ply LOT 340fi/91NDIAN RVR ES r. T18880505 2182149 Al2 Half Hip Trusst 1 Job Reference o Tonal Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 6.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 15:20:04 2019 bt Scale=1:46.4 4x6 = 3x8 = 3.4 II 3x6 G 3xe = 3x4 = 2.4 II 6x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor YES Code FBC20171TP12014 CSI. TC 0.65 BC 0.97 WB 0.57 Matdx-AS DEFL Ven(LL) Ven(CT) Horz(CT) in (loc) I/defl L/d -0.30 10-13 >999 240 -0.63 10-13 >505 180 0.05 7 n1a n/a PLATES GRIP MT20 244/190 Weight: 142 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 5-10.5-7 REACTIONS. (lb/size) 7=972/0-3-8, 2=1047/0-8-0 Max Harz 2=405(LC 12) Max Uplift 7=4695(LC 9), 2=-630(LC 12) Max Grav 7=986(LC 17), 2=1047(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1715/1174, 3-4=-1375/911, 4-5=-1198/922 BOT CHORD 2-10=-1346/1566, 8-10=-763/1066, 7-8=-763/1066 WEBS 3-10=-420/474,4-10— 28/372, 5-8=0/321, 5-7=-1288/924 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=oft; 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 11-0-0, Extedor(2) 11-0-0 to 15-2-15, Intedor(1) 15-2-15 to 26-3-12 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water Bonding. 4) This truss has been designed for a 10.0 list 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 100 lb uplift at joint(s) except Qt=lb) 7=695, 2=630. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Date: December 12,2019 QWARNING-VeNlydest5eparametamendREADNOTES ONTNZMDINCLUDWMgEKREFERANOEPAGEMIF74l .,104XV2015BEFOREUSE Design valid for use only wIM MBek® connectors. Phis design Is based only upon parameters shown, and Is for an Indlvltlual building component, not al system. Before use, the bUlding designer must verify Me applicablllty of deslgn parameters and properly Incorporate this design Into the overall bonding tledgn, &acing lndkatetl kto prevent buckling of lndMdual tnrss web antl/or chord members only. Adtlitlanal 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 fcbricotion storage, delivery, erection and bracing of busses and huss systems, seeANSVTPI I CuOMBry CtlMda, DSB.69 and BCSI Building Component 6904 Parke East Blvd. Sofoty Infoenallo avoiloble from Truss Plate Institute, 218 N. Lee Street Sulfa 312, Alexantlrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type aty Ply LOT 34/76/91NDIAN RVR ES 1 TIBBB0506 2182149 A13 Half Hip Truss 1 i Job Reference o tional Builders FirstSGurce (Plant City, FL), Plant City, FL - 33567, 8.240 s Jul 14'2019 MTek Industries, Inc. Wed Dec 11 15:20:06 2019 RI 5x8 = 15 16 17 5's = 18 Sees, -1:46.7 Axe = 3x6 = 3x4 = 3x4 = 5xB = 46 II 9.0-0 17-8-12 26-5-B 9.0-0 8-8-12 B-8-12 Plate Offsets (X,Y)-- [4:0-5-8,0-2-4] 15:0-4-0 0-3-4] 17:Edge 0-3-8] LOADING (psQ SPACING- 2-M CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.14 7-8 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 SC 0.75 Vert(CT) -0.29 10-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 137 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at 111 4-8, 6-8 REACTIONS. (lb/size) 7=97210-3-8, 2=104710-8-0 Max Horz 2=343(LC 12) Max Uplift 7=-691(LC 9), 2=-641(LC 12) FORCES. (lb) - Max. CompJMm Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 1761/1243, 3-4=-1516/1043, 4-5=-1350/982, 5-6=-1350/982, 6-7— 890/754 BOTCHORD 2-10=1358/1551,8-10=-1031/1324 WEBS 4-10=-75/421, 5-8=-535/673, 6-8— 1078/1475, 3-10=„'01/373 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=42pst BCDL=6.Opst h=25ft; B=45D; L=24N; eave=41 Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Etdedor(2) -14-0 to 1-8-0, Intenor(1) 1-8-0 to 9-", Exterior(2) 9-0-0 to 13-2-15, Interior(1)13-2-15 to 26-3-12 zone;C-C for members and fames & MVJFRS 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 lit between the bottom chord and any other members. 6) All bearings are assumed to be SYP Not crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1OD III uplift at joints) except Qt=lb) 7=691, 2=641. 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. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 12,2019 •&WARNING-Vedly✓eslgnparamefemand BEAONOTES ON 7NISANDINCLUa£OMn KNEFEMNCEPAGENM1747amv. I&SAM0159EFONE USE Design valid for use only with M6eW connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building tleslgner must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Booing Indicated is to prevent bucking of Individual truss web and/or chord members only. Additional temporary and permanent bracing b always required for stability and to prevent collapse Win possible personal Injury and property damage. For general guidance regarding the MiTek' fabrication. storage, delivery, erection and bracing of trusses and truss systems, seeAN3i Quality Cdterle, DS849 and BC31 Buldhp Component Safety Nformallonovalloble from Truss Plate Institute, 218 N. We Street, Suite 312, Alexandria, VA 22314., 69" PaikaEast Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 34/76/91NDIAN RVR ES T18880507 2182149 A14 Half Hip Truss 1 1 Job Reference (optional) Builders FirstSource(Plant City, FL), Plant City, FL-33567. 5x8 = 4x10 MT20HS i 15 6xB = 6xB = 440 MT20HS = 2x4 11 8.240 a Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 15:20:07 2019 Page 1 AW DgVr6xU_a99jz45f7-A7wr660pZ97eOgysvk2NOrdwp9T11 fJfPmmQxyA7Js 6xl2 MT20HS = 3x4 = 7-0& 7 I SS] 941 I 2SSB 0-0 S] fi11 6-8-7 Scale: IW=l' 5x6 II 6,02 MT20HS = Plate Offsets(XY)-- [2'0-1-11 Edael [3:0-5-120-1-121 [5:0-5-120-3-01 [6:Edae0-3-8][11:0-3-80-3-0] LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (too) fi l Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.42 9 >755 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.43 9-11 >736 180 MT20HS 187/143 BCLL 0.0 Rep Stress lncr NO WB 0.87 Ho2(CT) -0.16 7 n/a r/a BCDL 10.0 Code FBC2017/TP12014 Mamx-MSH Weight: 1331b FTa 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD 5-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 4-11,4-8,5-7: 2x4 SP No.2 REACTIONS. (lb/size) 7=2165/0-3-8.2=2008/0-8-0 Max.Horz 2=281(LC 8) Max Uplift 7=-2001(LC 5). 2— 1708(LC 8) Max Grav 7=2822(LC 13), 2=2623(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 2-3=-5205/3232, 3-4=-4686/3013, 4-5=-410D/2860, 6-7=AW504 BOT CHORD 2-11=-2981/4618, 9-11=-3743/5628, 8-9=-3743/5628, 7-8=-2860/4100 WEBS 3-11=-861/1670,4-11=-1169/953,4-9=0/398,4-8=-1749/1141,5-8= 363/1139, 5-7=A598/3204 Structural wood sheathing directly applied or 2-8-9 oc puriins, except end verticals. Rigid ceiling directly applied or3-1-10 oc bracing. 1 Row at midpt 4-11, 4-8 2 Rows at 1/3 pis 5-7 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=451i; L=241t; eave--4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonco rcurrent 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 lb uplift at joint(s) except (jt=lb) 7=2001,2=1708. 9) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 899 lb down and 520 lb up at 7-0-0 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3=-54,3-6_ 118(F=-64), 11-12= 20,7-11=-44(F=-24) Continued on Deal Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: December 12,2019 O WARNING- Verllydeslgnperomefersantl READ NOTES ON THIS AND INCLUDED MmEKREFERANCEPAGEMh7r,03mi. laea¢eTSSEFOREUSE Design valid for use only with MRe'x® connectors, This design Is based only upon parameters shown, and Is for on Individual bulltling component, not a truss system. Before use, me building designer must veety the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual trios web and/or hord members only. Additional temporary and permanent bracing WOW Is always required for stably and to prevent collapse with possible personal INury and property damage.. For general guidance regarding the fabrication, storage, delivery, etecnon and bracing of trusses and Luis systems, seeANSVrp1l CualNNyy Criteria,D5Sd9 and SCSI Building Component 6904 Parka East Blvd. Safety Informbrn atvallable from Truss Plate Institute, 218 M Lee Street. Suite 312. Noire tlrla. VA 22314, Tampa, FL 33610 Job Truss Truss Type Oty Ply L0T 34f7619 INDIAN RVR ES T76880507 2182149 A14 Half Hip Truss 1 1 Job Reference o floral BWlders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Jul 14 2019 MITek Industries, Inc. wed use 11 15:2u:07 Zan 9 Page 2 ID:9Bw560W5AWDgVr6kl1_a99jz45f7-A7wr66OpZ97e0gysvk2NOrdwp9T11 fJfPmwQxyA7Js LgAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-475(F) ®WARNING-Vsmydesi9n Pmmrfersend BEAD NOTES ON TN/SANOMCLUOEOMREKBEFEPANCEPAGEMX74TJ rev. faPo1R015BEFOBEUSE Design valid for use only with M6ek® connectors. This design Is based only upon parameters shown, and Is for an IncMdual building component not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building dedgn. Bracing indicated is to prevent buckling of Individual buss web and/or chord members only. Atltl0lonal temporary and permanent bracing MiTek' is always required for stall and to prevent collopse with possible personal Injury and property damage. For genercl guldonce regarding the fob0cotion, storage, delivery, erection and bracing of trusses and 1mss systems. seeANS1y1PI1 Quality Clitoris, D5549 and 111M Building Component 5904 Parke East Blvd. Safely Informationa lable from Truss Fate Instltuan te. 21B N. Lee Street Suite 312, Mextlria. VA 22 14, Tampa, FL M610 Job Truss - - Thus Type - Qry Ply LOT 34f76/91NOIAN RVR ES T18880508 2182149 B01 Common Truss 1 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL-33567. 8.240 s Jul 14 2UI U MI I ek industries, Inca Wool Uec 11 1b2U:Ue ZUl e a 46 = 5x6 = Scale = 1:35.7 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TIC0.27 BC 0.09 WB 0.10 Matrix-SH DEFL. in Vert(L) -0.00 Vert(CT) 0.00 HoR(CT) 0.00 (loc) Vdefl Lid 11 n/r 120 11 n/r 120 10 r/a Na PLATES GRIP MT20 244/190 Weight: 961b FT=2D% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-4-0. (Ib) - Max Hors 2=-196(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-196(LC 12), 16=-119(LC 12), 17=-100(LC 12), 18=-160(LC 12), 14=-119(LC 12), 13=-100(LC 12), 12- 160(LC 12), 10- 196(LC 12) Max Gram All reactions 250 [bar less at jolnt(s) 2, 15, 16. 17. 14, 13, 10 except 18=268(LC 17), 12=267(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. -All fames 250 (lb) or less except when shown. TOP CHORD 4-5=-73/254, 5-6- 112/355, 6-7- 112/363, 7-8=-74/262 WEBS 5-16=-13n38, 3-18_ 190/321, 7-14=130/338, 9-12=-189/321 IT NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24tt; eave=21t; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 1-8-0, Exterior(2) 1-8-010 9-8-0, Conrl 9-8-0 to 12-8-0. Exterior(2) 12-8-0 to 20-8-0 zone;C-C for members and fames & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 Do. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 8) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 9) Lumber designated with a °P° is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20 % where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verity suitability of this product for its intended use. 10) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. Joaquin Velez PE No.68182 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 196 lb uplift at joint 2, 119 lb uplift at MTek USA, Inc. FL Cart 6634 joint 16, 1001b uplift at joint 17, 160 lb uplift at joint 18, 119 lb uplift at joint 14, 100lb uplift at joint 13, 160 lb uplift at joint 12 and I Parke East Blvd. Tampa FL 33610 . 196 lb uplift at joint 10. Date: 12) Beveled plate or shim required to provide full bearing sudace with truss chord atjoint(s) 2. December 12,2019 ,,&WARNING -Verity dessaparamefersanEREAD NOTES ON TMS AND INCLUDED MmEKREFERANCE PAGE 1A.7473rev. r4'034015 BEFORE USE. Design valid for use only with Mmedhe connectors, This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual buss web and/or chard members only. Additional temporary and permanent bracing M!Tek' prevent b 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 Ineses and huss systems. weANSU1Pl1 Quality Crkeda, DSB49 and 6CS1 krlSdbD Component 69M Parke East BMd. Safety Infolmaflonovoloble from Truss Role Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL War Job - Truss Truss Type Oty Ply LOT 34!/619 INDIAN RVR ES - q � T18880509 2182149 B02 Common Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 14 2019 MiTek Industries, Inca Wed Dec 11 15:20:092019 it Scale=1:35.3 4x6 = Ig 3.6 = 5xe = 3.6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(ILL) -0.14 8-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.29 8-14 >805 180 BCLL 0.0 ' Rep Stress Incr YES We 0.21 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 87 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. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=787/0-8-0, 6=787/0-8-0 Max Hom 2=196(LC 11) Max Uplift 2=-517(LC 12), 6=-517(LC 12) FORCES. (lb) -Max. Comp✓Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 1183/798, 3-4=899/619, 4-5— 899/619, 5-6=-1183,798 BOT CHORD 2-8=-5481103616-8=590/1036 ' WEBS 4-8=-241/557, 5-8=-364/392, 3-0=-363/393 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; III B=45ft; L=24tt; eave=4f; 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 9-8-0, Exterior(2) 9-8-0 to 12-8-0, Internal 12-e-0to 20-8-0 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 nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 517 lb uplift at joint 2 and 517lb uplift at joint 6. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112' gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 12,2019 AWARNING -WnlydeslgnPeramefemamdREADNOTES ONTN/SAND/NCLUDEDMREKREFERANCEPAGEM679TJre,.1OV32015BEFOREUSE Design valid for use only with MnekO connectors. Phis design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate thls design Into the overall building design. Sootng Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablllty, antl to prevent collapse with possible personal Injury and properly damage, For general guidance regarding fine fabrication, storage, delivery, erection and bracing of musses and truss systems. seeANSI71P11 Cuallly CdbfM, DSa49 and SCSI building Component 691M Parka East BNd. Safety InfonnatbrTevoilobie mom Truss Plate Institute, 218 N. use Street Suite 312, Alexciri VA 22314. Tampa, FL U610 Job - Truss Truss Type Oty Ply LOT 34O6/91NOIAN RVR ES T16860510 2182149 B03 Common Truss 5, 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567. 8.240 s Jul 142019 MiTek Industries, Inc. Wed Dec 11 15:20:102019 Scale =1:34.1 41D = 3.6 = SIB '= 34 = LOADING (PSI) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grp.DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017fTP[20l4 cSl. TC 0.43 BC 0.80 WB 0.20 Matrix -AS OEFL. in Vert(LL) -0.14 Verl -0.30 Horz(CT) 0.03 (lac) Well Ud 7.13 >999 240 7-13 >770 186 5 nia n/a PLATES GRIP MT20 244/190 Weight: 851b 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 -WEDGE Lett: 2x4 SP No.3 REACTIONS. (Ib/size) 1=699/0-3-8,5=776/0.8.0 Max Hors 1=-191(LC 10) Max Uplift 1=-390(LC 12). 5=-514(LC 12) FORCES. (Ib) - Max Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 1132/814, 2-3=-867/630, 3-4=871/604, 4-5— 1155/808 BOT CHORD 1-7=-568/970, 5-7=-599/1012 WEBS 3-7=-253/527, 4-7=-364/393, 2-7=-316/365 NOTES - I) 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.Opsh h=25ft; 8=45ft; L=24N; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C EMedor(2) 0-0-0 to 3-0-0, Intedor(1) 3-0-0 to 9-3-8, Exterior(2) 9-3-8 to 12-3-8, Interior(1) 12-U to 20-3-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D0L-1.60 3) This truss has been designed for a 10,0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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 3901b uplift at joint 1 and 5141b uplift at joint S. 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. �o Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 12,2019 AWARNING - Verity designparametersendiiNOTESONMISANDINCLUDED M?EKREFERANCEPAGEWr7473rev.7003memBEFOREUSE. Design valid for use only with MneM connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a hum system. Before use, the bulltling designer must verify the appllcoblllty of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent buckling of lndMtlual buss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with pos4bie personal Injury and property damage. For general guidance anarchic the tobricallon, storage, delivery, erectlon and bracing of tames and hum systems, m ,DANSVIPIT Cull CMnlo, D86-89 and 6CSI Buldhp Component 69M Parke East Blvd. Safety Infarmationavollable from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Thus Type - Oty Ply LOT 34f/6/91NOIAN RVRES T18880511 2182149 B04 Half Hip Truss 1 1 Job Reference a tional Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 142019 MI I eK Industries, Inc. wea uec T7 1b:zu:n zulu rage 1 10:9Bw56OW5AWDgVr6xU a99jz45f7-3mAMyTTJdOe4slFd8a7JAhoikmgGzWiFKNxOZiyA7Jo -1-4-0 5-10-7 1ON 14-5-12 18-11-8 10 5.10.7 4-1-9 4&12 4-5-12 -4 i Scale = 1:34.2 US = 3x4 = 2x4 II 3x6 = 3x8 = W._ — 6xB = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) "deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.47 Vert(LL) -0.17 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.37 9-12 >614 180 BCLL 0.0 ' Rep Stress Incr YES We 0.59 Hoa(CT) -0.02 2 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 101 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 N0.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 7=694/0-0-6, 2=771/0-8-0 Max Horz 7=374(LC 12) Max Uplift 7=500(LC 9), 2=469(LC 12) FORCES. fib) -Max. Comp./Max. Ten. -Aft tomes 250 (lb) or less except when shown. TOP CHORD 4-5=-681/553, 2-3— 1105/738, 3-4=-821/532 BOT CHORD 2-9_ 526/961, 7-9=-116/464 WEBS 5-7=586/627, 5-9=-221/350, 3-9=-367/444 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=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Intedor(1) 1-8-0 to 10-0-0, Exterior(2) 10-0-0 to 14-5-12, Interior(1) 14-5-12 to 18-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 35-0tall by 2-M 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) oftruss to bearing plate capable ot.withstanding 500 lb uplift at joint 7 and 469 lb uplift at joint 2. 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. Joaquin Velez PE No.68182 MTek USA, Ina FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 12,2019 O WARNING- VeNrydeslgn peramelers and HEAD NOTES ON TNISANO INCLUDED MmEKBEF£RANCEPAGEW74M.. tOr0.1,2015BEFOBE USE Deslgn valid for use only with Mrtekffi connectors. This design Is based only upon parameters shown, and Is for an Individual bulltling component, not ��- a truss system. Before use. the building designer must verity the cippllcablllty of design parameters and properly Incorporate th13 design Into the overall bulltling design. Brocing Indicated is to buckling Individual hum web and/or chard members only. Additional temporary and bracing MiTek' prevent of permanent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of busses antl truss systems, misAN51/IP71 Cua[X8yy CMedo, DS5419 and 5019uldIOO Component 69N Parke East Blvd. Safety InfeonatbrlavaYTans Note from TaRate Institute, 218 N. Lee Street, Suite 312. Nexontltla, VA22314, Tampa, FL 33610 Job - Truss - Truss Type city Ply LOT 34l/6/91NDIAN RVR ES T18880512 2182149 BOS Half Hip Truss 1 1 Job Reference (optional) 8 iders. Frrs160urce (F9am clly, rL), I'lam city, rL- JJab L, a.L4V 5JW 14 LV 17 =eo , UAy7TJdOe4slFd6a7JAhoe_mrAzRoFKNxOZlyA7Jo Scale=1:39.5 5x6 = 4 4x6 = 11 12 5 3x6 G Sxl2 = 3.6 11 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate GOP DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2017/TPI2014 CSI. TO 0.71 BC 0.80 WB 0.90 MBiri%-AS DEFL. in Vert(LL) --0.36 Vert(CT) -0.76 Hoa(CT) -0.01 (foe) I/dell Ud 7-10 >625 240 7-10 >299 180 2 nra File PLATES GRIP MT20 244/190 Weight: 100 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 2-7: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=694/0-3-8, 2=771/0-8-0 Max Horz 6=436(LC 12) Max Uplift 6=-469(LC 9), 2=-450(LC 12) Max Grav 6=728(LC 17), 2=771(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-653/614, 4-5=-557/461, 2-3=-1019/622, 3-4=-689/407 BOT CHORD 2-7=-401/879, 6-7=-182/466 WEBS 5-7=-592/718, 3-7=-430/486 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=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Intedor(i) 1-8-0 to 12-0-0, Extedor(2) 12-0-0 to 16-2-15, Interior(1) 16-2.15 to 18-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water porting. 3) This truss has been designed for a 10.0 lost bottom chord live load nonconcumenl with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 5) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 4691la uplift at joint 6 and 4501b uplift at joint 2. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parise East Blvd. Tampa FL 33610 Date: December 12,2019 Q WARNING- Vedlydae9nper.chxaend READNOTES ON TNISANO INCLUDED MREKREFERANCEPAGEM&74"rev. 1d0.Y1015BEFORE USE. Design valid for use only with Mired) connectors, lhls design Is based only upon parameters shown, and Is for an Individual building component, not ��- a two system. Before use, the building designer must verity the cppllcobllity of tleslgn parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. AddMonol temporary and permanent bracing M!Tek' Is always Fequlred for stability and to prevent collapse witn possible personal Injury and property damage. For general guidance regarding the storage. delivery, erection and bracing of trusses and huss systems, seeµSUIPII QualityCr6nW, D3689 and BC61 Building Component 6904 Palle Eazt Blvd.fabrication, sabty InfohnotbrFaaalloble from Two Rate Institute, 218 N. Lee Street Sulte 312, Alexandria, VA 22314, Tampa, FL W610 Job Truss Truss Type Oty Ply LOT 34O6/9 INDIAN RVR ES T78800513 2182149 806 Half Hip Truss 1 1 Job Reference o lional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s JUI 14 2019 MI I ea industries, Inc. Wed Dec 11 15:20:12 2019 rage ID:9Bw56OW 5AWDgVr6xU_a99jz45f7-%zkk9pUxOi=URgpileYvKsHAFCiwwOZ1hZ68yA7Jn -1-4-0 7-11-9 14-0-0 18-11-8 1-4.0 7-11-9 6-0.7 4-11-8 31 US = Scale = 1:43.9. 3x4 = 6.00 12 4 13 14 5 3x4 = 2.4 II 3x4 = 3.8 = 3x6 II LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0:55 BC 0.56 WB 0.78 Matdx-AS DEFL. in Vert(LL) 0.15 Vert(CT) -0.21 Horz(CT) -0.02 (too) Well Ud 9-12 >999 240 9-12 >999 180 . 2 Na n/a PLATES GRIP MT20 244/190 Weight: 109111 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 REACTIONS. (lb/size) 6=694/0-3-8, 2=771/0-8-0 Max Horz 6=498(LC 12) Max Uplift 6=-469(LC 12), 2=-429(LC 12) FORCES. (III) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-649/631, 4-5=-360/328, 2-3=-1049/483, 3-4=490/258 BOT CHORD 2-9=-265/886, 7-9=-266/882, 6-7=-219/540 WEBS 5-7=-581/639, 4-7=-85/267,3-9=0/310, 3-7— 666/547 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; SCOL=6.Opsh h=25N; B=45ft; L=24f1; save=4N; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -14-0 to 1-8-0, Intedor(1) 1-8-0 to 14-M, Exterior(2) 14-0-0 to 18-2-15, Intedor(1) 18-2-15 to 18-9-12 zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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 469 lb uplift at joint 6 and 429111 uplift at joint 2. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 112' gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.60182 lift isk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 12,2019 Q WARNING -V dJydeslgn Psremerersend REAONOTES ON 7N/SAND/NCLUUEOMWEKREFERANCEPAGEMLL74m3re.. 10=015REFOREUSE Design volld for use only with MTek® connectors. lhls design Is based only upon parameters shown, antl Is for an Individual building component, not a truss system. Before use. the bulldrig designer must vel fy the appllcoblllty, of design parameters and properly Incorporate this design Into the overall bulldingdesign, Bracing Indicated is to buckling individual truss web and/or chord members only.Addltionaltemperaryondperrnanentbrocing MiTek- prevent of s always required for stablllly, and to pmverrt collapse with pos9ble personal injury and property damage. For general guidance regarding me Fabrication. storage; delivery, erection and bracing of trusses and fuss systems, seeANSUIPII Quality Crtbrks. DS549 and BC81 Building Component 69M Parke East Blvd. Safety Nfoonatblgvoiloble from Truss Plate Institute. 218 N. Lee Sheet. Suite 312, Alexandra, VA 22314. Tampa, FL. 33610 Job Truss Truss Type Oty Ply LOT 34"6/9INDIAN RVR ES T78880514 2182149 B07 Half Hip Truss 1 1 Job Reference o tional uw aers nustsource trim ury, rL), rim ury, rL - JJab/, o.aru s am 14 4u IV r.e I en IFtu�ere3, u 31 US0i 3x4= Scale =1:48.8. r 4 5 3z4 = 2x4 11 3x4 = 3x8 = 3x6 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 cSl. TC 0.63 BC 0.64 WB 0.86 Matrix -AS DEFL. in Vert(LL) 0.17 Vert(CT) -0.23 Horz(CT) -0.02 (loc) 'deftL/d 9-12 >999 240 9-12 >986 180 2 nla n/a PLATES GRIP MT20 244/190 Weight: 115 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP NO2 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 *Except* WEBS i Row at midpt 5-6, 3-7 4-7: 2x4 SP No.2 REACTIONS. (Ib/size) 6=694/0-3-8,2=771/0-8-0 Max Horz 6=560(LC 12) Max Uplift 6=-494(LC 12), 2=A04(LC 12) Max Gray, 6=697(LC 17), 2=771(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 5-6=-686/629, 2-3=-1037/385, 3-4=-350/89 BOT CHORD 2-9=-175/876, 7-9=-177/872, 6-7=-255/608 WEBS 4-7— 172/390, 3-9=0/353, 3-7=-792/633, 5-7=-632/696 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl.,.GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 1-8-0, Interior(l) 1-8-0 to 16-0-0, Extedor(2) 16-0-0 to 18-9-12 zone;C-C for members; and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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 494 Ib uplift at joint 6 and 404 lb uplift at joint 2. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: December 12,2019 O WARNING-Vetlfydcagnpammefe..d READ NOTES ON TN/SANDINCLUDEOMREKREFFANCEPAGEM0.7473re¢ 14,0.31c2015HEFORE USE Deslgn valid for use only with MBekb connectors. This design Is based only upon parameters shown, and Is for an Indlvidual building component, not ��- a truss 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 individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek' a always required for stobYky and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage. delivery, erection and bracing of husses and truss systems. seeANSt/IPII DuoBty Crifeks, DSS-09 and SCSI Building Component 69N Parke East Blvd. Safety Infomtatlonor,oilable from Truss Fate Institute, 218 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 34l/6/91NOIAN RVR ES T78880515 2182149 BOB Half Hip Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 15:20:14 2019 Page 1 ID:9Bw560W5AW DgVr6xU_a99jz45f7-TLrUaVVCWJOfII_CpigOoKOAhzuAAodhOLAgA1yA?JI -0-4.0 8.11-2 17-0,0 18-01-8 1-4-0 i 8.11-2 l 8-0.14 ' 1-11-8 ' m dt 4x10 MT20HS G Scale-1:55.9 3x4 = 6 now 3xd - 2x4 3.4 = 3x8 = 3x6 II I LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.69 BC 0.72 We 0.96 Matrix -AS DEFL. in Vert(LL) 0.21 Vert(CT) -0.29 HOrz(CT) -0.02 (loc) Well Ud 9-12 >999 240 9-12 >786 180 2 nfa War PLATES MT20 MT20HS Weight: 1191b GRIP 244/190 187/143 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 1 Row at midpt 5-6, 4-7. 3-7 REACTIONS. (Ib/size) 6=694/0-3-8, 2=771/0-8-0 Max Hom 6=591(LC 12) Max Uplift 6=-508(LC 12), 2=-390(LC 12) Max Grav 6=708(LC 17), 2=771(LC 1) FORCES. (Ib) -Max. Comp✓Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 56=-713/594, 2-3=-1009/319, 3-4=-276/15 BOT CHORD 2-9=-107/847, 7-9=-108/844, 6-7=-269/639 WEBS 4-7=-224/460, 3-7=-845/670, 3-9=0/375, 5-7=6691753 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.Opsf; h=25ft; B=45ft; L=24111; eave=4tt; 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 17-0-0, Extedor(2) 17-0-0to 18-9-12 zone;C-C for members and tomes R MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 4 = 8 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrem with any other live loads. 6) ' 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. 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 5081b uplift at joint 6 and 390 lb uplift at joint 2. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL 33810 Date: December 12,2019 AWARNING -Vedfydee/gnpenteretoM trdREADNOTESONTHISAMDINCLUDEDM/rEKREFTAANCEPAGEMD-T4Tarev.IDNalLDiSBEFOREUSE. Design valltl for use only with MRek®connectors.IDls design Is based only upon poramefers shown, and"for on Individual co""ng component, net a huss syslam. Before use, the building designer must verity the Opplicablllfy of tleslgn poramefers and properly Incorporate this desl9n Info the overall building tleg9n. Bracln9lntlicatetl is to preventbucIII g-(Individual Huss web and/or chord members only. Addltloncl temporary antl permanent bracNg MiTek' k always requlretl(or Mic"Nantl to prevent collapse with possible personal in jury and property tlamage. for general 9uitlance regortling ttie fob4cofbn st-rage. delNery, erection and bracing of trusses and fruss systems, seeAN31/IPII GuaBh CMnb. OSBd9 miE ICSI Gu1Eh0 Componml -e d 6904 Parke Easl BNtl. Sooty Ntotmolbrcrv.". from Truss P, Insfllufe, 210 N. Lee Street Suite 312, Alexandria, VA 22 14. Tempe, FL 33610 Job - Truss Thus Type - Qry Ply LOT 34,76/91NDIAN RVR ES • T78880516 2182149 C1 JACK -OPEN TRUSS 4 1 Job Reference (optional) eu roers rusibource Irian[ Uny, ry, ream ury, rL- 00001, Scale = 1:7.6 LOADING (psfj SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22. Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BOLL 0.0 ' Rep Stress ]nor YES WB 0.00 Horz(CT) 0.00 4 n/a We BCDL 10.0 Code FBC20171TPI2014 Matdx-MP Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-3/Mechanical, 2=158/0-8-0, 4=-15/Mechanical Max Harz 2=91(LC 12) Max Uplift 3_ 3(LC 1), 2=--227(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 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psh h=25ff; B=45ff, L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 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 pat bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushingcapacity 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 3lb uplift at joint 3, 2271b uplift at joint 2 and 151b uplift at joint 4. Joaquin Velez PE No.66162 MTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: December 12,2019 Job Truss Truss Type Oty Ply LOT 3417119 INDIAN RVR ES , T78880517 2182149 C1P Jack -Open 4 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s JDI 14 2019 MITek lndumnes, Inc. Wed uec 11 T5:20:Ta 801 a Scale = 1:7.6 LOADING (psf) SPACING- 2-" CSI. DEFL. In (loc) Well 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 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress ]nor YES We 0.00 HDrz(CT) 0.00 4 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matdx-MP Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=-3/Mechanical, 2=158/0-4-0, 4=-15/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-6(LC 9), 2=-246(LC 12), 4=21(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1).4=37(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -Aft tomes 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s),for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6lb uplift at joint 3, 246lb uplift at joint 2 and 21 Ito uplift at joint 4. Joaquin Velex PE No.68182 MiTek USA, Inc. FL Cert 6634 6994 Parke East Blvd. Tampa FL 33610 Date: December 12,2019 Q WARNING -VeNfydesgep.te..nd RFDNOTESONTUMMOINCLUOEOM/ XREFERANCE PAGE WP7473rev. laTYrtas BEFORE USE Design valid for use only with MRe'.® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of tleslgn parameters and properly Incorporate this tleslgn Into the overall building design. Bracing Indicated is to buckling of lndMdual truss web and/or chord members any. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Infury, and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of Musses and truss systems. seeANSURIT Quality C1l9rs , OBS49 and BCSI Building Component 69" Parke East BNd. Safety tnformationoyalabie from Truss Plate Institute, 218 N. We Sheet, Suite 312, Alexandra VA 22314. Tampa, FL 33610 Jab Truss Truss Type Ory Ply LOT 34,7619 INDIAN RVR ES T78880518 2162149 C3 JACK-OPENTRUSS 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 a Jul 142019 MiTek Industries, Inc. Wed Dec 11 15:20:172019 Page 1 ID:9Bw56OW5AW DgVr6xU_a99jz45f?4wXdCXX4DEODaDjnUrEjPyLo7B3ZNNL71JOKnMyA?Ji 2.11-4 2.114 Scale=1:12.7 Plate Offsets (X Y)-- f2:0-4-4 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ved(LL) -0.00 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Ved(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 FBC2017/TP12014 Matrix -MP Weight: 121b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=59/Mechanical, 2=195/0-8-0, 4=30/MechanimI Max Ho¢ 2=152(LC 12) Max Uplift 3=-62(LC 12), 2=-183(LC 12) Max Gray 3=65(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (Ib) - Max. Comp./Mac Ten. -All fames 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11.4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave--4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interiar(1) 1-8-0 to 2-10-8 zone;C-C for members and fames & 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 girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 62 lb uplift at joint 3 and 183 Ib uplift at joint 2. Joaquin Velez PE Ni MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 12,2019 Q WARNWO-Vsdty4esiSnperemsferssnd READ NOTES ON THISANO INCLUDED MmENREFERANCEPAGEMIF7473mv. 1OVIVO1SSEFORE USE. Design valid for use only with MTekO connectors. This design Is based only upon parameters shown, and Is for on Individual bulltling component, not ��- a truss system. Before use, the building designer must verify the oppllcobOiN 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 members only. Additional temporary and permanent bracing MiTek' Ls always required for debility and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the fabrkallon, storage. delivery, erection and bracing of trusses and buss systems. WeANSIMill Cua2hy CMera, D513-09 and 6CSI Building Component 6904 Parke East Blvd. Safety InformotbW3voaable from Truss Mote InStitNe. 218 N. Lee Street. Suite 311 Alexontlrlo. VA 22314. Tampa, FL 33610 Job -- Truss Type Oty Ply LOT 34O6/9 INDIAN RVR ES , T18880519 2182149 �Tnrss C3P Jack -Open 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 15:20:19 2019 Page 1 ID:9Ut4suLKhBMvwlels-wOgyOsc?-gJfNdCZKkrexgWtAcGGBVN78dJd rHgOAdtRrEyA?Jg -14-0 2-11-4 1-4-0 2-11.4 Scale=1:12.7 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 VerhGT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 3 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 121b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=59/Mechanical, 2=195/0-0-0, 4=30/Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12). 2=-245(LC 12). 4=-45(LC 9) Max Grav 3=59(LC 1), 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 Structural wood sheathing directly applied or 2-114 oc patina. 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.Opst h=25ft; B=45ft; L=24ft; eave=4f ; Cat. If: Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Intetor(1)1-8-0 to 2-10-8 zone; patch left and right exposed;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 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 731b uplift at joint 3, 245 lb uplift at Joint 2 and 45 Ib uplift at joint 4. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 12,2019 Q WARNING -Vedlydes/gnp4remefare end READ NOTES ON THISANO INCLUDED MITEKREFERANCEPAGEMIL74T4 rev. 1DAY2prSBEFORE USE Design valid for use only Win M6ek6 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the building designer must verify the oppllcoblIty of design parameters and properly Incorporate this design Into he overall building tleslgn. Bracing Indicated 6 to prevent bucking of lntlMdual truss web cnd/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 general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and huss systems, seeANSVIPll Quality Criteria, D3849 and SCSI Building Component 69M Parke East Blvd. Safely Infomralbmvallabie from T= Plate Institute, 218 N. Lee Sheet. Suite 312, Alexondrla, VA22314. Tampa, FL M610 Job Truss Truss Type Oty Ply LOT 34176/91NDIAN RVR ES , T78880520 2182149 C5 JACK -OPEN TRUSS 4• 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 15:20:192019 Page 1 ID:9Bw56OW5AW DgVr6xU_a99jz45f?-gJfNdCZKkrexgWtAcGGBVN74e_g1 rHgOAdtRrEyA?Jg 410 4.11.4 1-4-0 4.11.4 Scale =1:17.6 SO = 4-11-4 Plate Offsets (X Y)-- (2:0-1-4 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC OAS Ven(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 We 0.00 Horz(CT) -0.00 3 n/a rJa BCDL 10.0 Code FBC2017/rP12014 Matdx-AS Weight: 181b Fr=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. (IWsize) 3=114/Mechanical, 2=26210-8-0, 4=57/Mechanical Max Horz 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. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opst; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(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 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 tit between the bottom chord and any other members. 4) Bearings are assumed to be: Joint 3 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 128 lb uplift at joint 3 and 196 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" stwatuml wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. , Joaquin Velez PE No.60102 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 12,2019 Q WARNING. Veritydeaf9npereme(Orsand READ NOTES ON THISANG INCLUDED MNEKREFERANCEPAGEM4-)47a rev. 110'Y20159EFOREUSE. Design valid for use only with MRekID connectors. This design Is based only upon parameters shown. antl Is for on Individual bulltling component, not ��- a buss system. Before use, the building designer must verify the appllcablll y of design parameters and properly Incorporate this design Info Me overall bulltling design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always rewired for stability and to prevent collapse with possible personal Inlury and property damage. For general guidance regarding the MiTek' fabrication, storage: delivery, ereatlon and bracing of trusses and truss systems, seeANSUryb Loamy Criteria, DS949 and aCSI Binding Component 69N Parke East Blvd. Safety Informalbncvalli from Truss Plate Institute. 218 N. We Sheet. Sulte 31Z Alexandria. VA 22314. Tampa, FL W610 Job Truss Truss Type OIY Ply LOT 34l/6/91NDIAN RVR ES e • T18880521 2182149 CSP Jack -Open 4 1 Job Reference (optional) Builders RrstSource (Plant City, FL), Plant City, FL-33567, 8.240 a Jul 14 2019 Mil Industries, Inc. Wed Dec 11 15:20:202019 Page 1 ID:9Ut4suLKhBMvv4els,cvOgyOsc7-IVCmrYayV9moRgRMAzn01 bgCmOzaak4aPHd OhyA7Jf Scale=1:17.6 LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Ve it0.14 4-7 >431 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Ved(CT) 0.12 4-7 >490 180 BCLL 0.0 ' Rep Stress Incr VES W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 18lb 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=114/Mechanical, 2=26210-4-0, 4=57/Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-145(LC 12), 2=-300(LC 12), 4=-81(LC 12) Max Grav 3=114(LC 1). 2=262(LC 1), 4=86(LC 3) FORCES. (lb) - Max. CompuMax. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ri TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.1Q MW FRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-% Interior(1) 1-8-0 to 4-10-8 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1451b uplift at joint 3, 3001b uplift at joint 2 and 81 lb uplift at joint 4. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 12,2019- Q WARNING- VeMry design Pmameten entl READ NOTES ON MIS AND INCLUDED MmEKREFERANCE PAGII I4TOTa rev. RVIIJIp158EFORE USE Design valid for use only with VII connectors. This design 9 based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the bullding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is o prevent buckling of Individual truss web and/or chord members only, Addlflonal temporary end 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 fabrication, storage, delivery, erection and bracing of trusses and hum systems, soeANSVrP11 Cual6v CnbM, DS6d9 and SCSI Building Component 69N Parke East Bind. Safety hgormationovdicrole from Truss Plate Institute, 218 N. Ise Sheet Suite 312. Aleacntlda. VA 22 14. Tampa, FL 33810 Job Truss Truss Type Oty Ply LOT 34!/V9 INDIAN RVR ES , , T18880522 2182149 D01 GABLE 1 1 Job Reference (optional) BW[dam FimtSource (Plant City, FL), Plant City, FL-33567, 8.240 S Jd 14 2019 111 Industries, Inc. Wed Use 11 15.2U:21 2019 46 = 3x6 = Sx8 = 10 9 8 LOADING (pso SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress ]net YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' 6-11: 2x4 SP No.2 P WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 CSI. DEFL. in (lac) Udell Ud PLATES TC 0.43 Ved(LL) -0.1511-20 >879 240 MT20 BC 0.66 Ven(CT) -0.3411-20 >401 180 WE 0.22 Horz(CT) 0.02 21 file Na Marti Weight:'95 Ito BRACING - TOP CHORD Structural wood sheathing directly applied. GOT CHORD Rigid ceiling directly applied. REACTIONS. All bearings 7-8-0 except Ot=length) 2=0-8-0. (I a) - Max Hoe 2=-190(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 10, 9, 8 except 2=-483(LC 12), 6=-458(LC 12) Max Gmv All reactions 2501b or less atjoint(s) 10, 9,8 except 2=720(LC 1), 6=619(LC 1), 6=619(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (11 or less except when shown. TOP CHORD 2-3= 955/643, 3-4=-750/567, 4-5=-738/577, 5-6=-943/643 BOT CHORD 2-11=-381/831, 10-11=-405/777, 9-10=-405777, 8-9=-405f777, 6-8=-405f777 WEBS 4-11=-426/602, 5-11= 283/378, 3-11=-348/394 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.Opsf; h=25ft; B=45ft; L=24f ; eave=4tt; Cat. II; E>ip 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 9-4-0, Extedor(2) 9-4-0 to 12-1-2, Interior(1) 12-1-2 to 20-" zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Lumber designated with a'P' is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20 % where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may beused if it does not corrode the plates. If ACO, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 10, 9, 8 except (jt=lb) 2=483, 6=458, 6=458. 11) 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. Scale = 1:37.5 ib a GRIP 244/190 FT=20% Joaquin Velez PE No.68182 MTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 12,2019 AWARNING-VemydesignParametersandREADNOT£SONTHISANoINCLUDEDMRERREFERANCEPAGE140-747arev.IWDaGglSBEFOREUSE Design valid for use only with MnekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a hub system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss 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 general guidance regarding the 69M East Blvd. fabrication, storage, delivery, erection and bracing of trusses and fruits systems, meANSVIPII GualMMyy Criteria. OS549 and SCSI Building Component Palle Tampa, FL 33610 Safety Internationalfrom Truss Plate Institute. 21 a N. Lee Sheet, Suite 312, Alexandflo, VA 22314, Job - - - Truss Truss Type Oty Ply LOT 3417619 INDIAN RVR ES T18880523 2182149 D02 Special Truss 1 1 Job Reference (optional) Cunaers rlrstsource trmfa any, rL), viam lAry, M- d3bur, O.L4V S Jul 14 ZU le MI Iarc muusneJ, IF vveu Ise I. ra:cV:cc c.'n I 5xB 4 6 3x6 = 1.5xB STP = 3x6 = 3x4 = Scale =1:36.6 Ig LOADING (psi) SPACING- 2-0-0 CS'. DEFL. in (too) "deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.26 7-12 >333 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Ved(CT) 0.22 7-12 >396 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Hom(CT) 0.01 6 1 Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 851b 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) 6=19611-0-12, 2=451/0-8-0, 7=806/0-8-0 Max Horz2=188(LC 11) Max Uplift 6=-250(LC 12), 2=-322(LC 12), 7=633(LC 12) Max Grav 6=223(LC 22), 2=454(LC 21), 7=806(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-449/258, 3-4=-320/233 BOT CHORD 2-9=-139/454 WEBS 4-7=-528/194, 5-7= 287/468,4-9=-164/433, 3-9=-289/361 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=4.2pst BCDL=6.Opsf; h=26N; B=45ft; L=24N; eave=4H; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -14-0 to 1-8-0, Interior(1) 1.8-0 to 9-4-0, Extedar(2),94-0 to 12-4-0, Intenor(1) 12-4-0 to 18-8-0 zone; patch right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tal I by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 6 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 jojnt(s) except (jt=lb) 6=250, 2=322,7=633. 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 sheetmck be applied directly to the bottom chord. Joaquin Velez PE NoAB182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 23610 Date: December 12,2019 ,&WARNING- Verity design pamentemand READ NOTES ON THISANU INCLUDED MREKREFERANCEPAGEM*74Tamv. iWMISBEFORE USE. Design valid for use only with MFeIkill, connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- o truss system. Before use. the bulltling designer must verify the appicobllBy of design parameters and Papery Incorporate this design Into the overall building design. Bracing Indicated is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing pA WO prevent of 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 fusses and truss systems, seeANSI QUUIl CMoM, DSBde and BC51 Building Component Sabin Informatbrnvallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22 14. 6904 Padre East Blvd. Tampa, FL 33610 Job Truss - Ply LOT 34/76/9INDIAN RVR ES T18880524 2182149 DD3 �TMSSTYP,e Common Girder �Qty 1 ^ L Job Reference o tional Builders FirstSuurm (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 14 2019 MiTek Industnes, Inc. Wed Dec 11 15:20:23 2019 0 3x6 = 1.5x8 STP= 6xB = Scale=1:34.1 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 Incr NO Code FBC2017/TP12014 CSI. TC 0.42 BC 0.31 W B 0.62 Matrix-MSH DEFL. in Vert(LL) 0.08 Vert(CT) -0.09 Hom(CT) 0.01 (too), Vdefl Ud 6-7 >999 240 6-7 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 146 lb FT=20% LUMBER- BRACING- ' TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-7,5-6: 2x4 SP No.3 REACTIONS. (Ib/size) 2=2177/0-8-0, 6=4653/0-8-0 Max Ho¢ 2=284(LC 8) Max Uplift 2=-1271(LC 8), 6=-2650(LC 8) Max Gmv 2=2265(LC 13), 6=5209(LC 13) ' FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4639/2387, 3-4=-0627/2547 BOT CHORD 2-7=-2218/4133, 6-7=-859/1612 WEBS 3-7=248/337, 4-7=-3151/5847, 4-6= 3575/1913 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131'x33') nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 do. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.Opsh h=2511; B=45h; L=24f ; eave=4fl; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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 fit between the bottom chord and any other members. 7) All bearings are assumed to be SYPNo.2 crushing capacity of 565 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 2=1271, 6=2650. 9) Girder carries tie-in span(s): 42-0-0 from 8-1-8 to 11-8-0 10) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated loads) 3482 Ib down and 1935 lb up at 7-1-8 on bottom chord. The design/selection of such connection devices) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 'Uniform Loads (plo Vert: "=-54,4-5=-54, 2-10=-20, 6-10=-748(F=-728) Continued on name 2 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Data: December 12,2019 ,&WARNING-VeHrydeslgn,unamefem and HEAD NOTES ON THIS AND INCLUDED MITEKREFERANCEPAGEM/F74MMy. hMs?015 BEFORE USE. Design valid for use only with MnekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulltling design, Bracing Indicated is to buckling Individual truss web members only.. Additional temporary and permanent bracing MiTek' prevent of and/or chord 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 truss systems, seeANSMII CuolMy criteria, VS349 and SCSI Building component 6904 Parke East Blvd. Safety Information ivalloble from Truss Plate Institute, 218 N. Lee Sheet Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Ob' Ply LOT 34f/6/91NDIAN RVR ES ' . T18880524 2182149 D03 Common Girder 1 n G Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 a Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 15:20:23 2019 Page 2 ID:9B W 560W 5AW DgVr6zU_a99jz45f?-i4uuTacro48NIOAw5K7fDlncb3gnyD05Fre_OyA?Jc LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=3434(F) ,&WARNING-VerlrydestSn,remetertend READ NOTES ON MIS AND INCLUDED MREKREFERANCE PAGE MI1-14M.Y. Instants BEFORE USE. Design valid for use only with MBekG connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the bulldIng designer must verify the applicability, of design parameters and properly Incorporate thls design Into the overall building design, Bracing indicated is to buckllnB of Individual}russ web and/or chord members only. Additional temporary and permanent bracing M)Tek' prevent b always requlredfor stability and to prevent collapse with possible personal Injury and properly damage. For general guldonce regarding the fobdcoHon, storage, dellvery, erection and bracing of trusses and buss systems, seeANll"l1 CualNy Criteria, OS549 and BCSI Building Component Seca Pare East Blvd. Safety Infannotbrrwallable from Truss Plate Institute, 218 N. LBe Street, Sulte 312, Alexandria. VA 22314. Tampa, FL 33610 Job - - Truss - - - Truss Type - - Oty - Ply LOT 34g6/91NDIAN RVR ES • T18880525 2182149 E7 JACK -OPEN TRUSS 28 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Jul'14 2019 MiTek Industries, Inc. Wed Dec 11 15:20:23 2019 Page 1 ID:9Bw56OW5AWDgVr6xU_a991z45f7-i4uuTacro4BN18Axr5K7fDlfBbzan5g05Fre OyA?Jc -1-4-0 7-0-0 1-4-e 7-0-0 Scale =1:22.6 TOM Plate Offsets (X,Y)-- f2:0-2-10,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 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 WB 0.00 Horii -0.01 3 1 n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 241b FT =20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 Ste No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=169/Mechanical, 2-336/0-8-0, 4=81/Mechanical Max Hom 2=278(LC 12) - Max Uplift 3=-19112), 2=-217(LC 12) Max Gray 3=181(LC 17), 2=336(LC 1), 4=122(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ile) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=6.Opsf; h=25tt; B=45ft; L=24ff; eave=4tt; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Ir ior(1) 1-8-0 to 6-11-4 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 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. - 4) All bearings are assumed to be SYP No.2 crushing, capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) except Qt=lb) 3=193, 2=217. 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. Joaquin Velez PE Na.68162 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 12,2019 ,OWARNING-Verilydeslgnpammefersand REAONOTE50N TN/SANDWCLVDEDMREKREFERANCEPAGEMl 74M ev. 111N3,2015BEFORE USE. Design valid for use only wlth MOekg connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �'- a from system.. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into Me overall butding design, Bracing indicated is to prevent buckling of lndMdual from web and/or chord members only, Additional temporary and permanent bracing MiTek' Is always required for stablllty and to prevent. collapse with possible pawnor injury and properly damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of nurses and truss systems, seeANSVTPII Goal Nkyy Cmr du, DS049 and SCSI Building Component 6904 Parka East Blvd. Safety Informalbnovoiloble from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314, Tampa, FL 33640 Job Truss Truss Type - - City Ply LOT 3406/9INDIAN RVR ES r , T78880526 2182149 E7P Jack -Open 4 1 Job Reference (optional) Builders FiMtSoara9 (Plant City, FL), Plant City, FL- 33567, i 6.240 s Jul 142019 MiTek Industries, Inc. Wed Dec 11 15:20:25 2019 Page 1 ID:9Ut4suLKhBMvwtels wQgyOsc7-eTOfuGe5KhP5YRKJyWNbkeN PPO(F7JJYZK13uyA7Ja Scale = 1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac). I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Ve t(LL) 0.19 4-6 >441 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.16 4-6 >510 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 4 We Na BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 30 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=146/Mechanical, 2=336/0-4-0, 4=104/Mechanical Max Hom 2=280(LC 12) Max Uplift 3=-188(LC 12). 2=-367(LC 12), 4=-146(LC 12) Max Gmv 3=148(LC 17), 2=336(LC 1), 4=139(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.Opsf; h=25ft; B=45ft: L=24ft; eave=4ft; 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; porch left and right exposed;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 psf bottom chord live load nonconcurrent with any other .live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 3=188, 2=367, 4=146. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 12,2019 Q WARNING -Perflydesign rerameten ri READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIP74M rev. 14,0342015 BEFORE USE. Design valid for use only with MBeke connectors. This design Is based only upon parameters shown, and Is for an Individual bul[ding component, not a truss system. Before use, the building designer must verify the oppicablIty of design parameters and properly Incorporate this design Into the overall building design. Brocing indicated is to buckling of lndMalual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse wIM possible personal Injury and property damage. For general guidance regarding Me 6904 Parka East Blvd: fabrication, storage, delivery, erection and bracing of trusses and truss systems; meANSUIPII Quail CRerks. DSO-89 and BCSI Building Component Bath Infannatloacr liable from Truss Plate Institute, 218 N. tee Street Suite 312, Alaxand ia, VA 22m14. Tampa, FL 33610, Job - Truss Truss Type - City Ply LOT 3417619 INDIAN RVR ES r I T18880527 2182149 F01 Common Truss 1�4 1 Jab Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 15:20:26 2019 Page 1 ID:9Bw56OW5AWDgVr6xU_a99jz45f?-6fa15cej5?XyAbvWWEugHswlEp8W 09SnD4lbKyA?JZ -1-0.0 5-10-0 11.8-0 13-0-0 i 7-4.0 I 5-10-0 5-10-0 1-4-0 Scale=1:23.0 46= tI? °�� — 2x4 II 2x4 II 2x4 II—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 liner YES Code FBC2017/TPI2014 CS'. TC 0.33 Sc 0.11 WB 0.15 Matrix-SH DEFL. in Ved(LL) -0.00 Ved(CT) 0.00 Horz(CT) 0.00 (loc) Vdefl L/d 6 1 120 7 111 120 6 Ne 1 PLATES GRIP MT20 244/190 Weight: 51 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-8-0. (II - Max Hom 2=-127(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 9 except 2=-217(LC 12), 6=-217(LC 12), 10=-175(LC 12), 8=-175(LC 12) Max Gmv All reactions 2501b or less atjoint(s) 2, 6, 9 except 10=291(LC 17), 8=290(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-86/267, 4-5=-84/278 WEBS 3-10=-215/520,5-8=-216/520 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=2ft; Cat. II; Exp C; Encl., GCpi=0A8; MWFRS (directional) and C-C Comer(3) -1-4-0 to 1-8-0, Exterior(2) 1-8-0 to 5-10-0, Comer(3) 5-10-0 to 8-10-0, Exterior(2) 8-10-0 to 13-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 Ga. 6) This truss has been designed for a 10.0 psf 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) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20/ where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACO, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 9 except (jt=lb) 2=217, 6=217, 10=175, 8=175. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 4 6904Parke East Blvd. Tampa FL 33610 Date: December 12,2019 ,&WARNING-Verllyde.19rpammefersand READ NOTES ON THIS AND INCLUDED INTEKREFERANCE PAGE 11!1F7473mx 101032015 BEFORE USE. Deslgn valld for use only wlth MTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �'- a muss system. Before use, the. bulltlingg designer must verify the appllcabllly, 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 required for stability and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the fabrication, storage, delivery. erecitan and bracing of trusses and muss systems, weANSU1P11 CualMy Quetta, DSB-69 and II I Building Component 6904 Parke East Bivrl: Safely Infoenntionavallable from Truss Plate Institute. 218 N. Lee Street, Suite 312. Mesantlrlo, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 34/76/9INDIAN RVR ES ' 1 T18880528 2162149 F02 Common Truss 1 1 ' Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 15:20:27 2019 Page 1 ID:9Bw56OW5AWDgVr6xU a99jz45f?-br8PJxUlfpnlUi4xP3p35TCD08juHcOlps8nyA?JY -t-0-0 5-10-0 11-8-0 13-0.D 1-4 0 5.10-0 I 5-10-0 I 4x6 = 3x4 = 6ZH Scale = 1:24.4 m ]d Plate Offsets (X Y)- [2:0-1-4 0-0-2) LOADING (psq SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Ved(LL) 0.05 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Ven(CT) -0.06 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 HOrz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 46lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=504/0-8-0,4=504/0-8-0 Max Hom 2=-127(LC 10) Max Uplift 2=-357(LC 12), 4=-357(LC 12) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-599/451, 3-4=-599/451 BOT CHORD 2-6=-212/485, 4-fi=-212/485 WEBS 3-6=0/259 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.Opsh h=25ft; 8=45ft; L=24f ; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.I S; MW FRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 5-10-0, Exterior(2) 5-10-0 to 8-10-0. Intedor(1) 8-10-0 to 13-0-0 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 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 joints) except ()t=lb) 2=357, 4=357. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directlyto the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 12,2019 O WARNING -Verity design pemmetersend READ NOTES ON THIS ANG INCLUDED MREK REFERANCE PAGE M6747arev. iN0A20159EFORE USE d Deslgn valltlforuseonlywithM9ei� cannectoulstleslgn Is based onlyupon parameters shown, ontl Is for anIntlNitlualbulltlingcomponent, not only. Atltllaonoltemporarygntlpermanentbrpcing temBeforeusethe bulltling designertheappcablllty of design Darpmetersontl propetlyncorporatethis tleslgn Info the overallQ.d bulltling tleslgnBacinglntliCoted is toprvent buckling of lndivlduol truss web daromehortlmembeis ysquestl fOrsbbndlontl to prevnw."tMIngpossiblepersonollnluaantlpropedy tlomoga. For genera ndit nI rI'ling ng theBNdfgbdco6on, idled f tleliveryerectionand brodng of trusses and... systems, seeSVIPiIGuallIryry Crk-do, OSa-0gandelldhpGmt sotrrt9 In Off. from ➢uss Plate Institute. 218 N. Lee Sheet Suite 312. Nex.norlg, VA 22314. 7T=,,?F133610 Job Truss Truss Type City Ply LOT 34/76/91NDIAN RVR ES 4 • ' T18880533 2182149 PB1 Piggyback 3 1 Jab Reference (optional) Builders FirstSouroe (Plant City, FL), Plant City, FL-33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 15:20:32 2019 Page 1 ID:9Bw56OW5AW DgVr6xU__a99jz45f7-xpxIMfUhrH5uW MftU7EW791mEA008tL99Xdp_yA7JT 4x6 = Scale=1:17.7 5 d d 9y11 0 �I 2x4 = 2x4 II 2x4 = 10.0 0 10-0-0 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.45 Ved(LL) 0.01 5 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Ved(CT) 0.02 5 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 n/a r✓a BCDL 10.0 Code FBC2017/TP12014 Matri%-P Weight: 31111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=186/8-1-6, 4=186/8-1-6, 6=292/8-1-6 Max Horz 2=83(LC 11) Max Uplift 2=-175(LC 12), 4=-175(LC 12). 6=-92(LC 12) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-6=-191/253 Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind; ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124ni TCDL=4.2psh BCDL=6.Opst h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-4-3 to 3-4-3, Interior(1) 3-4-3 to 5-0-0, Exterior(2) 5-0-0 to 8-0-0, Interior(1) 8-0-0 to 9-7-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0lost bottom chord live load nonconcufrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 rapacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 6 except at=lb) 2=175, 4=175. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data: December 12,2019 ,&WARNING-VerlfydesId,a.fa..dREAD NOTES ON THISAND/NCLUDED M?Ew REFERANCEPAGENI474"nax 1"32015DEFORE USE. Design volld for use only wlih MRek® connectors. This design Is based only upon parameters shown, and Is for an IndNidual building component, not o truss system. Before use, the building designer must verify the appllcablllty of design parameters and properly Incorporate this design Into the overall bulltling tleslgn. Brocing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ppI�1 IYI(TIek- Is always required for stadllity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trossas and truss systems, seeANSVIPII Oua11N CMr.M, DS6-09 and BCBI Building Component 6904 Parke East Blvd. Sally mformatbrgvolable from Truss Plate Institute, 216 N. Lee Street. Su9e 312, Ajexandrla, VA 22914, Tampa, FL 33610 Job - Truss Truss Type City Ply LOT 34/76/9 INDIAN RVR ES 4 t' • 't T18880534 2182149 PB2 Piggyback 2 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Dec 11 15:20:33 2019 Page 1 ID:9Bw56OW5AWDgVr6xU a99jz451?-P?VgZ?k6RBPyVgmQCWT3KiXgdXV7blUOpGALOyA?JS Scale = 1:17.0 4x6 = 3 4x6 = 8 7 2x4 = 2x4 11 2x4 11 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Ved(LL) 0.00 6 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Verl(CT) 0.01 6 n/r 120 BCLL 0.0 " Rep Stress Incr YES WB 0.06 Hom(CT) 0.00 5 n/a Na BCDL 10.0 Code FBC2017)FP12014 Matrix-P Weight: 32 lb 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. All bearings 8-1-6. (lb) - Max Hom 2=-65(LC 10) Max Uplift All uplift 100 lb or less at joints) 8, 7 except 2— 144(LC 12), 5=-144(LC 12) Max Grav All reactions 2501b or less atjoint(s) 2, 5, 8, 7 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25f; B=45f ; L=24tt; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MI (directional) and C-C Extedar(2) 04-3 to 3-4-3, Interior(1) 3-4-3 to 4-0-0, Extedor(2) 4-0-0 to 9-7-13 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) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joints) 8,:7 except at=lb) 2=144, 5=144. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualifiedbuilding designer. Joaquin Velez PE No.88182 MiTok USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 12,2019 ,&WARNING - Verhydesrgapamarefers and HEAD NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE a1spirl InK. 10AUTeIS BEFORE USE. Design volld for use only with NI connectors. This design Is based only upon parameters shown, and Is for an individual bulltling component, not ��- a muss system. Before use, the building designer must verity the applicablllty of design parameters and properly Incorporate thls deelgn Into the overall building design. Bracing indicated is to prevent buckling of lndlvldual muss web and/or chord members only, Addiflonal temporary and permanent bracing MiTek' Is always required for smailly antl to prevent collapse with possible personal Injury and property damage. For general guidance regording the fabrication, storage. delivery, erectlon and bracing of humps and truss systems. seeANSI7IP11 Quality CMndo: DS349 and SCSI Building Component Safety Informolbrgvollable from Truss Plate Inniture, 21B N. Lee Sheet, Suite 312. Alexandria, VA 22314. 69N Parke East Blvd. Tampa, FL 33610 Job - Truss Truss Type OIy Ply . LOT 3417619 INDIAN RVR ES t T78880535 2182149 PS3 Piggyback 2 1 Job Reference (optional) Builders FrstSource (Plant City, FL), Plant City, FL-33567. 8.240 s Jul 14 2019 Mil Industries. Inc. Wed Dec 11 15:20:34 2019 3x4 = 3x8 11 3x4 = 6.a0 12 3 9 4 10 5 2.4 = axis = Scale = 1:17.0 Plate Offsets (X Y)-- 13:0-2-0 0-2-81, 15:0-2-0 0-2-81 LOADING (psf) SPACING- 2-" CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 VeR(LL) 0.00 7 1 120 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Verl 0.00 7 1 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 6 1 1 BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 28111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=180/8-1-6, 6=180/8-1-6, 8=303/8-1-6 Max Hom 2=-30(LC 10) Max Uplift 2=-152(LC 12), 6=-152(LC 12), 8=-209(LC 8) FORCES. (III) - Max. CompJMax. Ten. -All farces 250 fill or less except when shown. TOP CHORD 2-3=-187/290, 3-4=-149/269, 4-5=-149/269, 5-6=-187/291 WEBS 4-8=-202/352 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0ps1; h=25ft; B=45tt; L=24tt; eave=4ff;,Cat. II; Exp C; Encl., GCpi=D.18; MWFRS (directional) and C-C Eztedor(2) 0-4-3 to 6-2-15, Interior(1) 6-2-15 to 8-0-0, EMerior(2) 8-0-0 to 9-7-13 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psi 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joints) except (jt=11b) 2=152, 6=152, 8=209. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base tmss as applicable, or consult qualified building designer. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 12,2019 O WARNING -Wirl/y deelgn peremefersand BEAD NOTES ON THiSANDINCLUDED MmSKREFERANCEPAGEMO-7473l 100122015BEFOREUSE. Deslgn valid for use only with MgekD connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a buss system. Before use, the bulldrig designer must verify the applicability of design parameters and properly Incorporate }hls 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 MiTek' Is always required for stability and to prevent collapse with possible personal Injury antl property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII Quall CdeM, pill and BCSI Building Component Safety Infoanatbmvallable from Truss Plate Instlrum. 218 N. Lou Street, Suite 312, Nexondl VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 14- 374 Center plate on joint unless x, y offsets are Indicated. Dimensions are In ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Q �71dr For 4 x 2 orientation, locate plates 0-1n9' from outside edge of Truss. This symbol Indicates the required direction of slots in connector plates. 'Plate location details available in MTek20/20 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 Indicated by. symbol shown and/or by by text In in The bracing section of the output. Use T or I bracing If indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section Indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII: National Design Specificatlon for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System I 6'48 I dimensions shown In sixteenths scale) IT'II (Drawings not to scale) 0 of O x U a. O JOINTS ARE GENERALLY NUMBEREDAETTERED 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-1 311, ESR-1 352, ESR1 988 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 ANSIfrPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITekO All Rights Reserved Fib® W1 M iTe ke 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. Addiflonal stability bracing for truss system e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing. Individual lateral braces themselves may require bracing, or allemative 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 bullding 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 trussat each joint and embed fully. Knots and wane at Joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will 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 deflection. 11. Plate type, size, orientation and location dimensions Indlcated 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 sheothed or pur ins 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 pdor 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/rPI 1 Quality Criteria.