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HomeMy WebLinkAboutTrussr,F= 0 8 fiNO1NE6RIN0 AHHOCIATEB May 21, 2020 Building Department 249 Maitland Avenue, Suite 3000 Altamonte Springs, Florida 32701 R (321)972-0491 1 R (321)972-04841 E: info@fdseng.com Website: www.fdseng.com Ref: Adams Homes Lot: Lot 2 Blk 2 Subdivision: Fort Pierce - Waterston Address: 8305 Cristelle Ct. Model: 1930 B RHG KA # 20-3504 Truss Company: Builders. First Source Date of drawings: 5/19/20 Job No.: 2349380 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, PECETVED JUN 18 A20 S-r. Lucie County, Permitting 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 quantifies 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 he 11. AA B Sincerely, aoa��J\ ....... T09 i Ne 79 64 s >ta STq a OF .=��« 5/21/2020 Carl A. Brown, P.E. fiq Q FoVP�()3:>"` Todd M. Born, P.E. FL. # 56126 FL. 8F �e=,Y FL.# 82126 "Doing Business with a Service Mindset and an Eye for Detail" 0' V! TO t 11MI1 W IN W CODE COMPLIAMor STa LUCIE COUNTY BOCC CONNECTORS SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYM 0- A' LUS241JUS24 8951835. 490 AID 1 A HTU26I TH328 3600 / 3470 1555/2330 .0 0 B HTU281 THD28 4680/50110 2140/2330 uo 0. C HTL126-2 / TH026-2 36M / 3355 2175 / 2340 . /w 0 D FITU28-2I THD28.2 . 4680 / 6006 3485 / 2595 iw 0 E- HGUS28-2/ THDH26.2 ' 5320/6245 2155/2340 1G 1 1 F HGUS28-2 / THDH28-2 7460/8025 3235 / 3330. . 17 0 G I-IGUS2641'mDH2643 5230 / 6245 215512340 1 w 0 H HGUS28-3I 1HDH2841 746017g- 323514*0 1 1 R 0 J 1 THASR-1.29 / 9100 / 8990: 4095 / 4370 i u 28 1 3X8NOP 121 Reviewed and Approved 1p Revise End Resubmit 11 Reviewed with Notations _ ❑ Not Reviewed (see exploration) CoDections or comments made on equipment submittals or shop drawings during this review do .not relieve contractor fi'um compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the. Concept of the project and general compliance .with the information .given in the eorinct ddcum ms. The Contractor is responsible for confirming and correlating all quantities and dimensions; selecting fidurcafioa processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner ,. FDS ENGINEERING ASSOCIATES Date: 05/21/2020 By: Subminal No. Project No.: 2a3504 Project Eng.: Luis Project Name: Adams Hones - Ft. Pierce - Waterston Lot 2 BL 2 ROOF LOADING FLOOR LOADING TCLL: 20 PSF TCLL: 40 PSF TCDL: 07 PSF TCDL: 10 PSF BCDL• 10 PSF BCDL• 6 PSF TOTAL• 37 PSF TOTAL• 65 PSF DURATION: 115 DURATION: 1.00 CING BUST BE TO LOADING SHEATHING, -ER TO FINAL ENGINEERING - -T S FOR THE FOLLOWING. 4UMBER OF GIRDER PLIES AND 2) BEARING'. BLOCK REQUIREMENTS, 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS WARIONG Backebar0aa WIZ Not Go Accoptod Regardless, of Fault Wdbout Prior' Nomca6o,i By Custamar Whin 48 'Hours And.Inwc09nidn By. Build.. Rrut Sou." NO EXECPTIONS., . And ROOF PITCH: W12 CEILING PITCH:' 0/12 TOPCHORDSME 2X4 BOTTOM CHORD Ste: 2 X 4 OvERHAN0 LENGTH: IV ENDCUT: Plumb CANTILEVER: TRUSS SPACING; 24' BUILDING CODE. FBC2017 Adams Homes 1. PROJECT: Single Family MODEL• '1930 B 20X10 LANAI 2020 . 4408 AlrpoH Road Plant City, FL 33663 P0. (813) 306.1300 Faa(813)305-1301 k Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2349380 Model: 1930 �aW20L 33610-4115 LOt/BIOCk: 2/2 Subdivision: Waterstone-St Lucie County Address: 8305 Cristelle Ct., . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City. State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T20251472 A01 5/19/20 15 T20251486 B01 5/19/20 2 T20251473 A02 5/19/20 16 T20251487 B02 5/19/20 3 T20251474 A03 5/19/20 17 T20251488 B03 5/19/20 4 T20251475 A04 5119/20 18 T20251489 B04 5119/20 5 T20251476 A05 5/19/20 19 T20251490 B05 5119/20 6 T20251477 A06 5/19/20 20 T20251491 B06 5/19/20 7 T20251478 A07 5/19/20 21 T20251492 B07 5/19/20 8 T20251479 A08 5/19/20 22 T20261493 B08 5/19/20 9 T20251482 All 5/19/20 23 T20251496 Cl 5/19/20F/11110 LE COPY 10 T20251481 A10 5/19/20 24 T20251495 C1 P (F]j 11 T20251482 A11 5/19/20 25 T20251496 C3 /� 12 T20251483 Al2 5/19/20 26 T20251497 C3P / 13 T20251484 A13 5119120 27 T20251498 C5 14T20251485 A14 5119/20 28 T20251499 C5P ��5/19/20 This item has been electronically signed and sealed by Velez, Joaquin, PE using �le'Jt�igrlytal �`§�r� aP5yA�iF,e��, �D8FOqR,p Printed copies of this document are not considered signed and sealed and t�V rJEn'6�%�iYW`li Y`" 16gAY''VI LMnic copies VSTI•.%LUCIE COUNTY BOCC trussThe MiT USA I. n undermydirect supervision based ed on the parameters renced above have been prepared by,� provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin No 681'82 *, My license renewal date for the state of Florida is February 28, 2021. -o IMPORTANT NOTE: The seal on these truss component designs is a certification °-, STATE 'OF �1Cii,Cj that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSVTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were}�?$ given to MiTek or TRENCO. Any project specific information included Is for MiTek's or"!i� /O� TRENCO's customers file reference purpose only, and was not taken into account in the !!�I preparation of these designs. MiTek or TRENCO has not independently verified the cJoaqulri Velez fENu.6i i12; applicability of the design parameters or the designs for any particular building. Before use, 'Ml%k USA,4ciFLC&f66A, the building designer should verify applicability of design parameters and properly 6604TrirkaEai !A Tampa FL 3361Q incorporate these designs into the overall building design per ANSIITPI 1, Chapter 2. ',Uite. May 19,2020 Velez, Joaquin 1 of 2 MiTeko RE: 2349380 - LOT 2/2 WATERSTONE Site Information: M!Tek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Adams Homes Port St Lucie Project Name: 2349380 Model: 1930 B 10X20 Lot/Block: 2/2 Subdivision: Waterstone-St Lucie County Address: 8305 Cristelle Ct., . City: Fort Pierce State: FL No. Seal# Truss Name Date 29 T20251500 D01 5/19/20 30 T20251501 D02 5119/20 31 T20251502 D03 5/19/20 32 T20251503 E7 5/19/20 33 T20251504 UP 5/19/20 34 T20261505 F01 5119120 35 T20261506 F02 5119120 36 T20261507 H7 5/19/20 37 T20251508 H7P 5/19/20 38 T20251509 P03 5/19120 39 T20251510 PO4 5119/20 40 T20251511 PB1 5/19/20 41 T20251512 P82 5/19/20 42 T20251513 PB3 5/19/20 2 of 2 Jpb x Tmss Truss Type Oty Ply LOT 212WATERSTONE T20251472 29380 A01 PIGGYBACK BASE 6 1 Jab Reference (optional) ounoem rlrsnou ce (Plant Uty, FL), Plant City, FL-33567, 4xl0 W20HS 6.00 12 6.8 8.240 s Mar 9 2020 MiTek Industries. Inc. Tue May 19 09:43.42 2020 2x4 II 6.8 = ,a 13 12 244 '1 54:9:0 Us — 8-10-8 17-0-0 21-0-0 I 27-0-0 304-010- -0 M-9J I 44-0-0 8-10.8 B-1-A d-0-0 a.nn man n n stt � T-�-tq Scale=1:81.9 Plate Offsets (X,Y)— 12:0-0-14,Edge), 14:0-M,OJ-41, 15:0-6-0,0-2-81 t7:0-6-0 0-2-81 19:0-3-0 0-3-01 (14:0-6-12 Edgej 116:0-0-0 0-3-41 LOADING (psf) SPACING- 2-" CSI. DEFL. in (roc) War L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 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 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(CT) 0.79 10 rda n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 236 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Exwpt' TOP CHORD 5-7,1-4: 2x4 SP Noa BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 1648: 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 N0.2 REACTIONS. (size) 10=0-8-0, 2=0-e-0 Max Hom 2=-327(LC 10) Max Uplift 10=-1031(LC 12), 2=1031(LC 12) Max Grav 10=1700(LC 1), 2=1700(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-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=-180613562, 14-15=2213/3964, 8-14=-126/292, 10-12=-163112757 WEBS 3-19=195/329, 4-19=49/419, 4-17=801/724, 5-17=-2961550, 5-16=1003/1750, 6-16=-290/328,7-16=109111977, 7-15=294/507,8-15=-565/509, 12-14=-1774/2978, 9-14=-527/1104, 9-12=-11081813 Structural wood sheathing directly applied, except 2-M cc pur ins (2-2-0 max.): 5-7. Rigid ceiling directly applied. 1 Row at midpt 12-14 NOTES- 1) Unbalanced reof live loads have been considered forthis 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=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-D, Intedor(1)1-8-0 to 17-0-0, Exterior(2) 17-M to 21-0-0, Interior(1) 21-0-0 to 27-0-0, Extedor(2) 27-0-0 to 30-11-12, Intedor(1) 30-11-12 to 45-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate 9np 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 nonconcunent 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 343-0 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 ANSIrTPI 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=lb) 10=1031,2=1031. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and 1/2' gypsum sheetreck be applied directly to the bottom chord. 10) Graphical pudin representation does not depict the size or the orientation of the puriin along the top and/or bottom chard. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not Considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE ND.68183 fifiskUBA, Inc. FLLert 6634; , I* Parke East Blvd. Tampa FL.*10 Data. May 19,2020 'AWAFviass. wfirdaroo.,ummeatersiopi NOTES ON TNISAND INCLDDEDMREKREPERENCEPAGEMIld473., 16NY1013 BEFORE USE sause �s' Design valid for use mr,viltr, MRek®mmrscbrs. The design is based only upon parameters shmen, and Is far an Individual butting mmponen(rot a truss system. Before use, the bonding designer must verily are apptrabiaty of design parameters and Mcpady Incorporate Nis design Into the ovemt beildingdougn. Strong indicated is to prevent bucking of Individual mars web andlor Amd members only. Additional fenparary and parearentleacbg MiTek' halweys requireel far stability and to prevent collapse We possible personal Injury and property damage. Fargenealguidanceregardngthe fabtleatien, atoage,delivery, erection and bracing oftrosve, and vas systems. see ANSVTHf Ouallty Crderla,OSB-B9 �ntlaLSl BuIINng Component 6904 Parks East Blvd, Safety fnyorme0on available from Tans Plate Ins6lute, 218 N. Lee street, Suite 312, Ahoandda, VA 22314. Tampa, FL W610 Job i Tmss Type Oty Ply=LOT212RBTONET20251473 Pit; 2349380 A02 Truss 7 (optional) awu,pce (Rain Lary, FL). Ram ury, FL-a3bdl, 8.240 s Mar 9 2020 MiTek Industries. Inc. Tue May 19 09:43:46 2020 Page 1 ID:9Bw56OWSAWDgVr6xU a9gjz45f7-ILmfPmWUTTp4NEVRiLJugVJwDkRkYnR7WuteGzE7jS 1-4-0 S1-10 1t-2i 11-00 21-M 27-00 W 3&W 42-93 4 d0 S1-10 5410 5412 4-0-0 fi-0-0 3gp 61-2 BQ1 0. - 3 4x10 MT20HS B.00 12 5x8 = 2x4 11 5x8 5 29 6 30 7 Scale =1.80.1 31 4xB 8 See 11 9 4x6 16 4x6 C 101.5x85TP = 16 11 Ia 13 12 3x4 II 5x8 = 5.8 II aw &+Pe +7Ud 2W— nAd 4za-+t az a+o-e e-ta sob aao aa9 a s+w M9 Plate Offsets (X Y)-- f2:0-0-14 Edge] 14:0-3-0 0-3-41 [5:0-6-0 0-2-81 17:0-6-0 0-2-81 (9:0-3-0 0-3-01 (11:05-8 0-0-101 112:0-3-8 0-2-8] (14�0-6-B Edgel ry 6:0-4-00-341 LOADING (pso SPACING- 2-0-0 CSI. in (loc) OdeO Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.910.95 16 >545 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85-1.2217-19 E >424 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 0.76 11 n/a n1a BCOL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 2391b FT=20% LUMBER - TOP CHORD 2x4 SP N0.2 *Except' 1-4: 2x4 SP No.1 BOTCHORD 2x4 SP N13.2'Except' 16-18: 2x4 SP NoA, 8-13: 2x4 SP No.3, 2-18: 2x4 SP M 31 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.23-7-11 REACTIONS. (size) 11=0-8-0,2=0-8-0 Max Ho¢ 2=317(LC 11) Max Uplift 11=-895(LC 12), 2=1012(LC 12) Max Gmv 11=1590(LC 1), 2=1664(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 12-14 FORCES. (Ib)-Max.Comp./Max. Ten. -All fames 250(lb) or less except when shown. TOP CHORD 2-0=-5379/3375, 34=-5122/3177, 4-5=-4201/2650, 5-0=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 mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, 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-O.to 17-0-0, Exterior(2) 17-0-0 to 20-0-0, Interfor(1) 20-0-0 to 27-0-0, Extedor(2) 27-0-0 to 30-0-0, Interior(1) 30-M to 43-0-0 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 ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should vent' capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=11a) 11=895,2=1012. 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. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Waltz PE No.68182 Mna k"SA; Ipe-FL-Ceit f634, 6904 Pirke.Epst Blvd.,TSmpz FL73810' Data: May 19,2020 " AWARNING-Vedfyof m9u Parimmove melREAD NOTES ON THISANDINCLODED MOEx(REFERENCEPAGEM0J471rov. 10,0312015BEFORE USE ' Due, valid for use aNywith Ml7.W orrumm s. TNa design is based arty upon parameters shown, and Ia form individual building surmount, net e moss system. Before use, Ne building designermust verily Ne appioabihnyof d®gn parameters and properly inwryorste Min design into me overall buildmgdesi9n.Brad, Indicated is to prevent budding of indvidual tromweb andlor d,omi members only. AddNmml temporsry and pmormentmadig MiTek' is abvaysrequired lornlablliyand to preimtoniapeoWMpwdble personal Injury and propery damage. ForgeneraBuldanaerepardirg0e • fabdr wn,atomge,delivery.e,donandbracingofWss mdtr asystama,oee ANSI7nell Qualify Crrferi; OSS49 andBCS/ Building Component SsletyrnromeaUon available from Tense Plate Institute, 218 N. Lee Street, Sulte 312. Alexamida, VA 22314, fi904 Parke East Blvd. Tampa, FL U610 Jib I Truss Truss Type Ory Ply LOT 212WATERSTONE T20251474 2349380 A03 Hip 1 1 Job Reference (optional) Duuuoa nm,au I Dv than l NW'r'LJ, r•,2n{lAy, rl-SJOD/. 039D 5 Mar a ZULU MI 12x I nousures, m0. I Ue May lu uu:4J:4e zui ragel ID:9Bw56OW5AWDgVl xU a99jz45f7-IwSo2tvOnOrOxrz47quOWn7rSObaxmtiU6YFbzEzjP 14O ]-9-0 15-0-0 22-0-0 29." 3544 424-0 4-0 7-9-0 7-3-0 7-0-0 7-0-0 61 16-7-12 6xl214T20H5 i 6.00 12 2x4 II 4 24 5 25 6xl2MT20HS 0 Scale =1:762 ix8 I 9 16 17 '- - 15 11 13 12 11 10 Sx8 = 2x4 3a6 = yr6 = 3x6 = 3x4 = 5x6 = 3x4 = 3,4 = 3x6 I 7-9-0 15-0-0k 22-0-0 29-0-0 35-04 4141-0 42A-0 7.9.n I 7 a.n Inn 71 1 I Rdd an 110 Plate Offsets (X Y)- (2:0-1-11,Edge1. [4:0-7-4,0-1-81. f6:0-7-40-1-81, (10:Edge 0-1-81 LOADING (psfl SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Ved(LL) 0.50 15-17 >997 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Ven(CT) 0.4015-17 >999 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WE 0.82 Horz(CT) -0.17 11 Na Na BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 241 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 *Except* 4-6,6-9: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP NG.3 REACTIONS. (size) 2=0-8-0, 11=0-8-8 Max Horz 2=273(LC 11) Max Uplift 2=-181 12), 11-1770(LC 12) Max Grav 2=1609(LC 1). 11=1560(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 3-17. 4-17, 6-15. 8-12 FORCES. (lb)-Max.Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-2932/4621, 34=-2296/3744, 4-5=-2142/3724, 5-6=-2142/3724, 6-7=-2097/3446, 7-8=-2194/3473, 8-9=-210/361 BOT CHORD 2-18=-4098/2556, 17-18=-4089/2553. 15-17=-3053/1975, 13-15=-2753/1806, 12-13=-2997/1897, 11-12-338/180, 10-11=-338/180 WEBS 3-18=464/314, 3-17=-669/1199, 417=-976/513, 415=415/404, 5-15=419/455, 6-15=808/608,6-13=-566/316,7-13=-161/306,7-12=283/214,8-12=-2765/1753, 8-11=-1471/2212 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=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exledor(2)-1-4-0to 1-8-0, Interior(1) L8-0 to 15-0-0, ExtedoQ2)15-0-0 to 19-2-15, Interior(1) 19-2-15 to 291 Exterior(2) 29-M to 33-2-1S. Inteaor(1) 33-2-15 to 41-104 zone; porch left and fight exposed;C-C for members and tomes 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gap 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 pat bottom chord live load nonconcument with any other live loads. 6) a This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3." tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 10016 uplift at joint(s) except(jt=lb) 2=1873.11=1770. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Jeaquin Velez PE N6.66162i. hhTpk Us&; Ine.FL- dart 661 '6904 Pz(ke East Blvd<Tirnpa EL.S3li10' Data: May 19,2020 ®WARNING.Verily along. paramaMa and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.74]a rev. IpNY2p15 BEFORE USE Design valid he use only NO MTekW connectors. This design is based only upon parameters shim, and is for an Individual building mmponenl,rot - truas system. Before use, the building designer must verily the applicability of deegn parameters and property Incomamte We all his are wem8 bu3bbngdeogn. Bmnlng Indicated is to xWenrbuoLling ofmaiNdual buss web sharer chord members only. Additional temporary and permanent brad,g MiTek' o atweya required for Ali and W prevent collapse was passible personal hjuryand property damage. Porgeneralguidancomewd,rglbe fabdomen, storage, delivery: erection and bracing of trusses antl cool systems, lea ANSUTPII Guamy Crilnis, DSB419 andB=BWdrbg Compent on Salelylnywmedo...!I.biefrom Terse Plate InatWte, 218 N. Lee Sbeet, Suite 312, Alexandda, VA 72314. 6904 Pale East Blvd. Tampa, FL W610 .lob Tress cuss Type Ory Ply LOT V2 WATERSTONE z T20251475 2349380 A04 Hip Truss 1 t Jab Reference o tional Sx6 = 6.00 12 o.cw > ma, a rem mi 1 .1. ... mc. ue may re ue:asaz zua 3x4 = &6 = 5x6 = 24 5 6 25 26 7 Scale = 1:74.5 10 3x6 = 2x4 II 4x6 = 3x4 - 46 _ 3.8 P 2.4 II 2.1 II 3.8 = 4.6 N 6ti-74 13-0-0 22-0-0 I 31-0-0 W] 241 � Plate Offsets(X,Y)-- f3:0-3-0,0-3-41.f4:0-3-0,0-2-01,16:0-3-00-3-0117:0-4-00-2-81 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (lac) gdefl L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.66 Vert(LL) 0.29 15-17 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.4915-17 >999 180 BCLL 0.0 Rep Stress Incr YES We 0.60 Hom(CT) 0.13 11 n/a n/a BCDL 10.0 Code FBC20171TP12014 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. (size) 2=0-8-0, 11=0-0-8 Max Harz 2=238(LC 11) Max Uplift 2=-981(LC 12). 11=-878(LC 12) Max Grav 2=161O(LC 1). 11=1559(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end vedicals. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 5-17.6-13,B-11 FORCES. (lb) -Max. CompJMax.Ten.-All tomes 250(lb) or less except when shown. TOP CHORD 2-3=-2986/2000, 3-4=-2447/1752, 45=-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,&11=-2133/1449 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interiog1)1-8-0 to 13-", Extedor(2) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 31-M, Extedor(2) 31-0-0 to 35-2-15, Intedogl) 35-2-15 to 41-10-4 zone; cantilever dght exposed ;C-C for members and tomes 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 per bottom chord live load nonconcunent with any other live loads. 5) - This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-5-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=981, 11=878. 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. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not Considered signed and sealed and the signature must be verified on any electronic copies. 'Joaquin Velez PE N6.68182- 'MTok USA; Inc. FL CeR 6634_.. �6904Perke East Blvd:Tampj FL3p619 Date: May 19,2020 I T20251476 sea - 5x8 = 2x4 II roxg = scale=1:74.4 4x6 = 3x4 - 3x6 = U4 = Sx8 = 3x6 = 3x4 = 1.5x85TP = ads = 11-0-0 18d-9 R7-7 33-0-0 42-0-0 11-0-0 7.e.g Plate Offsets (X Y)— [4:0-5-8 0-2-41 [5:0-4-0 0-M) [7:0-5-8 0-2-41 LOADING Iraq SPACING- 2-0-0 CSI. DEFL. in (loc) Vde8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Verl(LL) 0.37 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.6616-19 >763 180 BCLL 0.0 a Rep Stress Incr YES WB 0.90 Hoa(CT) 0.14 10 n/a n1a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 227 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Hoe 2=202(LC 11) Max Uplift 2=.988(LC 12), 10=-871(LC 12) Max Gmv 2=1622(LC 1), 10=1547(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1Row at midpt 5-13,7-13 FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) Or less except when shown. TOP CHORD 2-3=-2973/2115, 3-4=-2642/1859, 4.5=-2924/2184, 5-6=-2823/2113, 6-7=-2823/2113, 7-8=-2289/1621, 8-9=-262/116 BOTCHORD 2-16=1873/2720, 14-16=-1461/2372, 13-14=-1871/2924, 11-13=-1225H994, 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) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Expi C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1.4-0to 1-8-0, Inlerior(i) 1-8-0 to 11-0-0, Exteritl 11-0-0 to 15-2-15, Intedor(1) 15-2-15 to 33-M, Extedor(2) 33-M to 37-2-15, Interior(1) 37-2-15 to 41-10-4 zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL= I0.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable Of withstanding 100 lb uplift atjoint(s) except (p=11g) 2=988, 10=871. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chard and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Vales PE N6.68182' 'h11Tek USA; Ibe. FL Celt 6634 '6904,PAll East Bivd.dempa FL 39810 baio: May 19,2020 a®WARN/NG-Vadly design pnamerom amfREADNOTES ON TNISANDINCLGDW MITEK REFERENCEPAGEM11-7473 . 1UO1y?015BEF0RE USE. sesess Design valid Mr use onlywith MSek® connection. TNa design is based only upon parameters shown, and la for an individual buflding component net ��' truss system. Before use, Me building designer must verify the appeoabildyof drsgn panmems and propedyincomorate Nis design iota Me oveng buldingdesign. Bmtlrg Indicated is to prevent buckling oflndandual bmawab sndlm dmal combine only. Additional temparaq and percanenlbracirg MiTek- to sheave road" finetabilityand to prevenlmAapse W,M possible personal Nluryand property damage Far general guidance regarlieg Me a fabdostbn,storage, delivery. erection and bradng of busses and Ness systems, see ANSIMPI1 avail Crlreda, DS849 and SCSI Building Component 69N Parke East Blvd. Sefelylnforma0on avallable tram Tmss Plate Institute, 218 N. Lee Street Suite 312, Alexandra, VA 22314. Tampa, FL M610 yob Tnus Truss Type Oty Ply LOT 2/2WATERSTONE 1 T20251477 2349380 A06 Half Hip Truss 1 1 nF Reference (optional) Builders FirslSource (Plant City FL1. Plant City. FI - n35A7 ID:9Bw56OW5AWDgVr6xU a99jz45f7-gOkimJ3YjOUY rSaN3d3XXA3rgBRUmEoh7mkCLzEzjC 1-4-0 41 U-0 91c 171-14 25-0-0 33-8-2 42-0-0 4-0 4-151 4721 8-3-14 e-2-2 8-2-2 8814 5.8 = 6.00 12 20 5x8 = Scale=1:73.0 5x8 = 5x8 = 5x8 = 6 22 7 23 8 f5 14 13 12 t1 10 9 Us = 3x4 — 4x6 = 5x8 = 3x6 = 3x6 = 5x8 = 4x6 12Z9-0-0 17-3-14 25-0-0 33-8-2 d2-0-0 Rd14 la, Plate Offsets (X Y)— [4:0-5-8 0-2-41 15:0-4-00-3-01 [6:0-4-0 0-3-01 [70-4-0 OJ-01 [9:Edge 0-3-81 110:0-3-8 0-2-8] LOADING (cast) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.54 12-13 >923 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.90 Vert(CT) -0.6912-13 >725 180 BCLL 0.0 ' Rep Stress Incr YES We 0.99 Hoa(CT) 0.15 9 n/a n1a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight 221 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 4-5: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Hors 2=343(LC 12) Max Uplift 9=-946(LC 9), 2=-973(LC 12) Max Grath 9=1547(LC 1), 2=1622(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-3018/2094,.34=-2782/1902, 4-5=-3537/2465, 5-6=-353712465, 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, 413=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 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpl 8-9, 4-13, 7-12. 8-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf, h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-0 to 1-8-0. Intedor(l) 1-8-0 to 9-0-0, Exte lor(2) 9-0.0 to 13-2-15, Intedor(l) 13-2-15 to 41-104 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water Fording. 4) This truss has been designed fora 10.0 psf bottom chum live load nonconcumenl with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 9=946, 2=973. 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. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin VdT0: PE N6.68162; MTek MA Irtc.FUCoh 663il 6603 Pada Essl Blvd.,Tempa FL *10 Date: May 19,2020 e AL wARNINO- verlfydasignparameters amdREAD NOTES ON TMSANDINCLUDED WEEK REFERENCEPAGE MIF7473mx fa413R015 BEFORE USE Deaignvalid for use only with MTeW mnnenme. TNs design is based only upon parameters shown, and la for an Individual building mmponent, notatrusssystem.Beforeuse,thebuildingdesignermustvanly �- Orsappnmbl4tyofdesignparameterand Popedylnmr rateth6design Nbtheov H bvildingdesign. Brachg Mdiwtedisbpmvntbuc6 gofindwil alWwmbanNorNrdmembaemly. Addiboml temporary and pemianembratly _ MiTek 6lways arequiredfor stability and to Prevent callapse with possible permnal lnjuryand porositydamago. FmgenendguidamorWardrgthe • fabdmrnn,sbmge,delivery. erection and bracing ofbusces and trues systems, see ANSWPII QuellyCrTeethe, OSB-09 ontlBL5lautlmTg Component 6904 Pmke East BIM. 5araylnfwmetlon availablefrem Tmss Plate IneNute,218N.Lee Str LSuite312,Alexandda,VA22314. Tampa, FL U610 Job russ Tross Type Oty Ply LOT 212 WATERSTONE T T20251478 2349380 A07 Hal( Hip Truss 1 q L Job Reference (optional) cu,mers nrsra0urce (Vtand,uny, L), Viand city, rL-335B7, 8.2405 �1t4d-09 ] I I Mar 92020 MiTek_ Industries,_InIc. Tue May 1909:4:052020 Page 7-0 ID:9Bw560W5AWDgVr6xLIa99jz45f?yBDch62nd?TSmLcvi?iNnPHXMOcjNcdkxL6zEzjB 27-104 42 -0-0 4 7-07-0-0 7.r12 6x12 MT20HS = 6.00 12 2x4 II 7x10 = 2x4 II Scale=1:73.0 Bx10 = 2x4 II 14 13 12 11 10 9 4x8 = 2x4 I 6x12MT20HS = 2x4 II 6x12M OHS = 2x4 II 6x8 = 7-0-0 13-104 2-00-04 I 27>--010I 2-0-014 6-14 1% Plate Offsets (X,Y)— 13:0-9-4,0-2-81, f5:0-4-12,0-4-81. 17:0-5-0 04-81 T13:0-6-0 0-341 LOADING (psq SPACING- 2-M CSI. DEFL. In (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.91 12 >554 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.96 Vert(CT) -0.8411-12 >595 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.90 Hom(CT) -0.25 9 n/a We BCDL 10.0 Code FBC20177TP12014 Matrix-MSH Weight: 482111 FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 *Except' TOP CHORD Structural woad sheathing directly applied, except end verticals. 1-3: 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 4-3-14 oc bracing. BOTCHORD 2x4 SP No.1 WEBS IRow 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. (size) 9=Mechanical, 2=0-8-0 Max Hom 2=268(LC 8) Max Uplift 9=-3038(LC 5), 2= 2848(LC 8) Max Grav 9=4465(LC 13), 2=4346(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All fames 250(I11) or less except when shown. TOP CHORD 2-3=-9020/5735, 34=12623/8356, 4-5=12557/8291, 5-6=-12237/8137, 6-7=-1218718088, 8-9=-5291566 BOTCHORD 2-14=-520218020,�13-14=.5186/7974,12-13=-9127/13771, 11-12=9136/13758, 10-11=-516317713, 9-10=-5163/7713 WEBS 3-14=-383/1120, 3-13=-3543/5278, 4-13=1424/1369, 5-13=1389/973, 5-12=01441, 5-11=169811115, 6-11=-1187/1168, 7-11=-3302/5016, 7-10=01471. 7-9=-8512/5714 NOTES. 1) 2-ply truss to be connected togetherwith 10d (0.131"k3°) nails as follows: Top chords Connected as follows: 2x4 -1 row at 0-9-0 Cc, 2x6 - 2 rows staggered at 0-9-0 Co. Bottom chords Connected as follows: 2x4- 1 row at 0-7-0 Co. Webs connected as follows: 2x4 -1 mw at 0-9-0 CO. 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 othenNise indicated. This item has been 3) Unbalanced mof live loads have been considered for this design. electronically signed and 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCD1_=6.0psf; h=25ft; 8=4511; L=2411; eave=5ft; Cal. sealed by Velez, Joaquin, PE II; Grp C; Encl., GCpi=C.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 using a Digital Signature. 5) Provide adequate drainage to prevent water ponding. Printed copies Of this 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrentwilh any other live loads. document are not Considered 8)' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0tall by 2-M wide signed and sealed and the. will fit between the bottom chord and any other members. signature must be Verified 9) Refer to girders) for truss to truss connections. c Ofl any EleCtrOpIC CO(0105. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at-1b) onic Uiiaan Velezelectronic 62 9=303$ tries hi 12) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. litlTek USA; Inc..FLCeh 6634', . 6904 Parke Ea6l Blvd..Tampa FL33030 12) Hanger(s) or other connection device(s) shall he provided sufficient to support concentrated load(s) 8991b dawn and 5201b up at 7-" on bottom chord. The designtselection of such connection device(s) is the responsibility of others. Date: •ontinued on page 2 May 19,2020 LOAD r.AqIcIq1 S a der aAwMNING-verfrdeslgnparamerorc ad READ NOTES ON THISAND INCLUDED MITSKREFERENCEPAG£MII.7473 rev. IMMOISDEFOREUSE omen veld for use onlywgh MTeInp core nom. This design,- based only upon pammetem shown, and la paten and Adual building componenL rot ��- a avas system. Before we, the building designer must verify Ne appHasbilxyof dasgn parameters and properly lncamorate Ma design Into Me overall bdldingdesign, amdM[ndi td iabpmventburmgofhdMdual WsawebanNord,odmernbemcnly. Addidenal temporary and permanentbraCy MiTek_ b ahvays requbed far stability and to prevanlcollapae with poadble pdsond Injury and pmpedydamaga For general guidance regarding Me Saletyl�nfamta0 ndevlalleble (ram Tmss Pa(eklned e621a NaLea 6tra�et Suite 312, AIexanddaSNAP Du4ality Lritala, 05B-895ndeC5l Building Component 6904 Parka Beat Blvd. Tampa, FL U610 Job Truss Truss Type Qty Ply LOT 2/2 WATERSTONE T20251478 2349380 07 Half Hip Truss 1 .Reference /nnl'nnnll Builders Firsl6oume (Plant City. FLL Pianl Clty. FL - aa5a]. a ven w n.re. a anon amn �mwu i.r - -1 _._. -- -1 .___....-__-_-._�_- ID:9Bw560 W SAW DgV r6xU_a99jz45f7jB_Dch62nd7_TSmLcvi7iNKkPHXMQcjNcdkzL6zEzj8 LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 1-3=-54,3-8=-120(1`=-66), 14-15=20,9-14=-44(F=-24) Concentrated Loads (lb) • Vert: 14=-475(F) Job Truss runs Type Ory Ply LOT 2/2 WATERSTONE y T20251479 2349380 OB PIGGYBACK BASE 1 1 Job Reference (optional) 1.5x6 STIR = 25 d 1� 4xl0 MT20HS Bx12 MT20HS = 6.00 12 5 5x6 i 26 4 2x4 3 16 3x4 1a 17 4xta W20HS 3.as 12 3x4 m.I—_,war _<vm run as umuamea mc. me may 1 e uu:w:ue zuzu Scale=1.81.6 6x12MT20HS = 2x4 II 6 27 7 4x6 J 8 Sx6 C 5 9 led = 1.5x8 STP = 14 28 3x4 C 1 A 5x12 10 i 12 11 2x4 I 5x6 = 3.6 = 8-70-8 V:M 2111 7-0 I 2-0 30-8-03038-IJ airs I 3�-10-0 I 1 Plate Offsets (X Y)— 12:0-0-14 Edgel [49-3-0 0-3-0] [5:0-9-0 0-2-01 r7:0-9-00-2-0][g•0-3-0 0-3-41 [10:0-2-12 0-1-81 rl3:0-6-12 Ed ) rl5:0.4-00.3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) Well L/d PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.92 Vert(LL) 0.99 15 s534 240 MT20 2441190 TCDL TO Lumber DOL 1.25 BC 0.90 Vert(CT) -1.2716-18 s417 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress liar YES WB 1L00 H0a(CT) 0.80 10 me n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 233lb 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 15-17: 2x4 SP No.t, 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. (size) 10=0-841, 2=0-8-0 Max Hoe 2=325(LC 11) Max Uplift 10=-915(LC 12), 2=1033(LC 12) Max Grey 10=1627(LC 1), 2=1701(LC 1) 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=3151/2052 BOT CHORD 2-18=-3145/4989, 16-18=.2866/4709, 15-16=-2142/3959, 14-15=-1873/3568, 13-14=-2280/3973, 8-13=-138/296, 10-11=-1681/2771 WEBS 3-18=-196/325, 4-18=-44/418,4-16=-802f721,5-16=-296/550,5-15=-103011753, 6-15=-2901328,7-15=-1159/1976, 7-14=-294/508, 8-14=-567/511, 11-13=-1832/2995, 9-13=-544/1097, 9-11=-11091830 Structural wood sheathing directly applied, except 2-0-0 oc putting (2-2-0 max.): 5-7. Rigid ceiling directly applied. 1 Raw at adapt 11-13 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasc1=1241 TCDL=4.2psf; BCDL=6.Opsf, h=25R; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Extenor(2) 17-0-0 to 21-0-0, Inlerior(i) 21-0-0 to 27-M, Extedor(2) 27-0-0 to 30-11-12, Intedor(1) 30-11-12 to 44-0-0 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This bliss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3." tall by 2-M wide will6l between the bottom chord and any other members. 7) Bearing atjoinl(s) 2 considers parallel to gain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of heading surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=915,2=1033. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetmck be applied directly to the bottom chord. 10) Graphical purin representation does not depict the size or the orientation of the Turin along the top and/or bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velu PE ND.68182 MTpk USA;ina.FL'Cei'6634', '89p4.Parke,Ea1 Blvtl,.Tempa Fh39810 Data: May 19,2020 ®Ha RNING.Venllydeslgnparmmtna nM REAO NOTES ON WISAND INCLUDED MITEK REFERENCEPAGEMII.7473 rev.I de,goi BEFORE USE valid Oruse onlywlth Mnek®mmeci This design is based only upon parameters shown, and b for an individual building amusement rot Nil' truss system. Before use, the building dealgnermust veriythe applicability of daii parameter and properly moorparete NaA is design into Me ove buiblingdaegn. among indicated is to prevent bUaing of individual truss web radialchoN members only. Additional temry poraand permenertunarg MOW Is always required for stability and to preventmllapsa Wth passible permnal injury and property damage. Forgeneralgukanceregardirg Ne „ fabrication, storage, doluer, , emotion and bracing of on trmees end Wm splems, see ANSVTPII Quality Criteria, DS8419 and SCSI Betiding Component Saletylmichar maditiblefrom Trusa Plate ImSlute,210 N. Lee Street, Suite 312, Alexsadda, VA 22314. fi904 Parke East Blvtl. Tampa,FL Seats Job ross Truss Type Oty Ply T 2/2 WATERSTONE z T20251480 2349380 A09 Half Hip Truss t 1 E Reference(pf 0 ouapem Pnstaourcm (Plant City, PLI, want city, FL- 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 19 09:44:10 2020 Page 1 ID:9Bw56OW5AWDgVr xU a99jz45R39n6fOABb9dGZDeJPSHAPG2c IHE5zs6lvRil KzEzj3 -1d-0 &10-0 1]-0p 23&5 2650 1L0 B-tOd B-1-12 8A-$ 2-9J ea _ 3x6 = 3x4 = Scala =1:562 111-2 4 19 205 6 3x6 � 3x6 II 3x4 = 2}11-w b1P9 t]-DOk 21-00 1 33ad 23 2M5 0-taG o-1-12 q+W 2d a 2d-to Plate Offsets(X,Y)— (2:0-1-6,0-0-77,I3:0-4-0,0-3-41 f4:0-4.00-1-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.27 13-16 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.3311-13 >859 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Hom(CT) 0.19 8 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 159111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No2 *Except' 5-8: 2x4 SP No.3 WEBS 2.4 SP No.3 REACTIONS.. (size) 8=0-4-3, 2=0-8-0 Max Holz 2=591(LC 12) Max Uplift 8=-723(LC 9), 2=-51 O(LC 12) Max Grav 8=1073(LC 1), 2=947(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at mi0pt 3-11 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2498/1597, 3-4=-11911796, 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=500/553, 5-10=-696/864, 3-13=0/348, 3-11-1249/1010 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=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlerior(2)-1-4-0 to 1-8-0, 1nlerior(l)1-8-0 to 17-0-0, Exterior(2) 17-M to 21-2-15, Interior(l) 21-2-16 t0 263-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fd between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSlrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except(jt=lb) 8=723,2=510. 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. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE Np.68182 :MiTek USA, Inc. FL- Clint 6634, 69041earks,East Blv&T mpa FL 33810 Dale: May 19,2020 •AWARNING-VeHytleslg^panmenrs and READ NOTES ON THIS AND INCLUDED Au ENREFERENCE PAGE MIP7473n, 14VICOI5BEFORE USE Design valid for use oolywlth MRek® co medem. This design is based only upon parameters shown, and Is for an individual boiling mn,amai. rot buss system. Before use, the building designer must verify Me ap,li.difityof design paametas and pnpedy moorporate this design let. Neov I buildingdeelgn. BradngIndicated istoprevent Leading ofIndividual mosswebantiorchoNmemberocnly. Addisanaltemporary and pminanentbadi, MiTek' V stwaye relatetl for stability and Is preventcollapsew,lh possible peamal injury and property damage ForgenemlguldaneeregerSrgdre - fabdoation,storage, dolul..Man and bracing of Ms. and muse systems. see ANSI7TPH Quality Crytege, DSB49 and BCSI Building Component Safe' ylnlomeagon available from Tmes Plate InstWte 218 N. Lea Street, Sulte 312, Mamndda, VA 22314. 6904 Parke East Blvd. Tampa, FL U610 Job Truss toss Type Ory Ply LOT 2/2 WATERSTONE a T20251481 2349380 A10 HALF HIP TRUSS t 1 Jab Reference (optional) Builders Firesource (Plant Clly, FL), Plant City, FL-33567, 511 5x8 = 6.00 (12 8.240 s Mar 9 2020 MiTek s, Inc. Tus May 1909:44:142020 Page 1 )7i2gy4e1M62GCJ2vgF1 iMg W PwA5zEi4? 2&54 � 384 i Scale=1:52.1 Axe = 3x4 = 3x6 3x6 II 3x4 = zz4a 6t0-0 tSOD 2140 22b zz 4 N btoa a-1-12 844 t4-0 a 28-0 Plate Offsets (X Y)— (2:0-1-6,0-0-71, f3:0-4-0,0-3-01, f4:0-5.8,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Vd PLATES GRIP TCLL 20A Plate Grip DOL 1.25 TC 0.75 Vert(LL) 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 Horz(CT) 0.16 8 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 1521b FT=20% 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. (size) 8=0-3-8, 2=0-8-0 Max Horz 2=529(LC 12) Max Uplift 8=-790(LC 9), 2=-503(LC 12) Max Grav 8=1117(LC 1), 2=902(LC 21) BRACING. TOP CHORD Structural woad sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. 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=-1785I2101, 12-13=-1783/2088, 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.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteriog2)-1-4-0 to 1-8-0, Interior(1)1-8-0 to 15.0-0. Exterior(2) 15-0-0 to 19-2-15, Imerior(1) 19-2-15 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 pending. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Beading at joints) 2 considers parallel to grain value using ANSUTPI 1 angle to gain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 8=790,2=503. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any, electronic copies. Joaquin YleiPg 1116.68182: MTek USA; IndPlv Cart 663dr., BF104 PzrkgEzsielvdeTsmpa FL738f0 Dale: May 19,2020 s®WARNING. Verily design parameters erM READ NOTES ON TNIS AND INCLUDED M/rl REFERENCE PAGE Mg-7473 rev. f"ItiefS BEFORE USE Design valid for use only WM MiTek® cornerstone. This design is based only upon parameters shown, and Is bran individual building component net a truss system. Behm me, Me building designer must verify Me applicability of design parameters and property inmgorate this design into Me overall buildingdeorge. Baling aboated is M prevent healing of lmcmdual truss web andlor cl members only. Additional tempoary and permanent bnd,g MiTek' 7 Is always recited! far usiblliry and to prevent collapse with Passible personal Mlury and property damage. Fmgenealguldreceregardngthe firmiwtion.stoage, solvery, eraaon and bacingoftemes and bromr,sterm, see ANBUTPIIQ=I/ly Crifaxie,DSB49and BCSl Buildlag Component 6904 Palle East Blvd. Sefelylnrmmaren available form Tessa Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL U610 Job a Truss mss Type Oty Ply LOT2/2WATERSTONE T20251482 2349380 11 HALF HIP TRUSS 1 1 Job Reference (optional) 3 !.13iIlli o.cw a ,no. a coca wru en ,oamu,ea. ns.. i ua may r ua.°r: rp alu raga I 2x4 II Scala = IABA Us = Sad = 2,4 II "° 3x4 = ass = 3x6 II 6ti-14 11-0-0 13-0-0 19-8-12 265-8 fiA-td d.S2 OnJI a-9.» Plate Offsets (X,Y)-- f3:0-3-0,0-3-01, f4:0-5-12,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vde8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOLL 1.25 TC 0.87 Vert(LL) 0.11 11-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.14 9-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES We 0.62 HOR(CT) 0.04 7 n/a ma BCDL 10.0 Code FBC2017lrP12014 Matrix -AS Weight: 153 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP ND.3 REACTIONS. (size) 7=03$ 2=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) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at 4-8,6-8 FORCES. (lb)-Max.Comp./Max. Ten. -AU tomes 250(lb) or less except when shown. TOP CHORD 2-3=-1755/1040, 3-4=-1221R92, 4-5=-791/597, 5-6=-791/597, 6-7-9111779 BOT CHORD 2-11=-1280/1591, 9-11=-1282/1588, 8-9=-828/1056 WEBS 3-11=0/273, 3-9=E71/516, 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=4.2psh BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eaw=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 13-0, Interior(l) 1-e-0 to 13-0-0, Extedor(2) 13-M to 17-2-15, Inledorl 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) a This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joinf(s) except(it=1b) 7=700, 2=615. 6) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not Considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PIE No.8818t MLTek ti Inc. FL Bed6634, 6904Pzrke Earl Blvq..Tampz F473610 Data: May 19,2020 'AL WARNING. Vedty deslgrpanmetereand READ NOTES ON TNISANDINCLUDEDM?ENREFERENCEPAGEMR.7473rey. f0/gLI0f5 BEFORE USE Dwgn valid kr use onlywlM MlrexO mrmecton, This design is based ody upon parameter shown, end Is kr m individual building mmponml rot a truss system. Before we, Me building dsalgnm must ven Ma applicability of design rummete s and propedy Inamorata this design Mb Me overa0 buildiagdeeign. Stuart, Indicated is to prevent buadmg otindmdual trust web anwor Mond members only. Additional temporary and parmarentbtuar, M!Tek' fa aWays required for stability and k prevent collapse with possible personal injury and property damage, Forgeneralguldmrceregarding Me febdation, akrege, ddlvlery erectim end brecNt, of Wssas and Was cyrtems,see ANSNPIf Oualiy Cdfwla, DSc-e9 endeCSl Buldng Compment safety re/amatlon ova la le Wm Tmas Plate Intends, 218 M Lae Steel, Suite 312, Alexandra, VA 22314. 6W4 Parka East Blvd, Tampa, FL M610 Jab Truss russ Type Oty Ply LOT 2/2 WATERSTONE a T20251483 2349380 Al2 Hail Hip Truss 1 1 J bR lee e(pi' 0 Builders Rrsnsource (Plant City, FLI, Plant City, FL-33567, 4x6 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 19 09:44:22 2020 3x8 = Scale=1.46.7 3x4 II 16 17 0 18 a 3x6 G 3.8 = 1%4 = Mid II 6.8 = Plate Offsets (X,Y)— (2:0-2-9.0-1-81, f4:0-3-0,0-2-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) BdeB L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.65 Ved(LL) -0.30 10-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.97 Vert(CT) -0.6310-13 >505 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(CT) 0.05 7 n1a n1a BCDL 10.0 Code FBC2017/TP12014 Maldx-AS Weight: 14216 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 7=0-3-8, 2=0-8-0 Max Hord 2=405(LC 12) Max Uplift 7=-695(LC 9), 2=-630(LC 12) Max Glav 7=986(LC 17), 2=1047(LC 1) FORCES. (lb) -Max. CompJMax.Ten.-Allfames 250(I1c) or less except when shown. TOP CHORD 2-3=-1715/1174, 3.4=-1375/911, 4-5=-11981922 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 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-10, 5-7 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-1-4-0 to 1-8-0, Interior(1)1-8-0 to 11-0-0, Extedor(2) 11-M to 15-2-15, Intedor(1) 15-2-15 to 26-3-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate Strip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3." tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at joint(s) except (i1=1b) 7=695, 2=630. 7) 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. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Jc9quinyeles PE 1146.88182. M1k7dk USA; Inc. FUCait 6634, =66041 Parke,East Blvd.Aamp5 Fl73Uf6 Date: May 19,2020 s®WARNING.Vionydealan passammnendREADNOTES ON TMSANDINCLUDED MTEKREFERENCEPAGEMIpTqa ray. leNacins BEFORE USE Owgn valid for use pniywitb Mnek® mnnectare. Tins design is based only upon commoners shown, and b faan individual building component, not a trusseyabm.Safom use, toe bulking designer muat,ah theepptirsbllity of design parameters and property incoryomte Nis design Into Me overall bwldingdosign. BmciWhdicatedlsbpmmtbuckingafindMdual"s mbanNorchoNmambemoNy. Additional tempomyand permanentsapling MiTek' baM-ays requmd! for stability and in prevent collapse Willi possible personal mju,y and pmpeM1y damage. Fwgenerel gukance regarNna be hbdcoaan, abrsge,d.rvery,emxs.mandbeGnaoftrusaea and Weasyatern,ii. ANSUTPII quality Cefferfa, 0.5E-99 and BCSI Bui Component SaNtylnrmmaeon avalablo Rom Trups Plate lrmthim.2la N. Lee Street, auto 312, Almamdda, VA 4314, 69N Parke East Blvd. Tampa,R W610 Job a Truss Truss Type ply Ply L0T2/2WATERSTONE T20251484 234938D A13 Half Hip TNss 1 7 b J Reference (optional) 3 ............ . 1.1 n 1. .iun..n,p ..-oaau,. a.zwr s mar U LV2V col tax Inou ranee, Inc. I ue law 19 U9:9424 2020 Scale=1:46.7 5x8 = 5x8 = 4.6 = 4 15 16 17 5 18 6 3x6 = 3x4 = — 5x8 = 4x6 II Plate Offsets (X Y)— 14:0-5-8 0-2-41 15:0-4-0OJ-41 rPEdne 0-3-81 LOADING (pat) SPACING- 2-M CSI. DEFL, in (toe) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.79 Vert(LL) -0.14 7-8 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.2910-13 >999 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.56 Hom(CT) 0.04 7 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 137111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 7=0-3-8, 2=0-8-0 Max Harz 2=343(LC 12) Max Uplift 7=-691(LC 9), 2=-641(LC 12) Max Gmv 7=972(LC 1), 2=1047(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS IRow at midpl 4-8.6-8 FORCES. (Ib)-Max.Camp./Max. Ten. -Aft 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=45/421, 5-8=535/673, 6.8=-1078/1475, 3-10=-301/373 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=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedoi(2) -1-0-0 to 1-8-0, Inumor(1)1-8-0 to 9-0-0. Exteriar(2) 9-0.0 to 13-2-15, Interior(1) 13-2-15 to 26-3-12 zone;C-C for members and fumes & 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 3-8-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(B) except jt=lb) 7=691, 2=641. 7) This muss 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. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. Joaquin Valli PE 116.08182' MRek usbf, Ire. FGCuh 6634, '6966 Parke East Blvd.,Ta`ftipz FL33810' Date: May 19,2020 '® WARNING -Willy it xesposm minand READ NOTES ON Tr1ISAND INCLUDED MMEN REFERENCE PAGE MU-7473 nr. IMM015 BEFORE USE Design valid far use only with MiTel® corrosions. TNa design Is based only upon parameters shown, and Is for an Individual building component not a buss system. Before use. Me building designer must verify Me appGcabi4y of design parameters and property incorporate thle design into Me amend bundogdesign. Bmdng indicated Is to prevent budding ofindrvidu.1 truss web anal.,dx,m mambasoiy. Addieanaltemponryandpernerentbncin, MiTek' 6 always Muted for stability and to prevent collapse WM possible persons! Injury and propertyclarage. ForgeneralguidareeregaQMe r,i faMd ton,amrago,ddl m,sr onwdbraeingaf Wssesandbusssyatems,sm ANSUTp110uality Craita, DS849 and SCSI Befldfng Component 6904 Parka East BIM. ' Seteylnramolonave'IablefromT.PletelnatiMA,218N.Lee SbeeLSWte312,Al.edda,VA22314. Tampa, FL 36610 Job a runs Type CRY Ply LOT2/2WATERSTONE T20251485 2349380 r14SS Half Hip Truss 1 1 Job Reference (optional) Builders FlrstSOurce(Plant Cry, FL), Plant City, FL-33567, 5x8 = 4x10 W20HS 9 III else = 6.xe = 4xlO r gHS = 914 II 8.240 s Mar 9 2020 MTek Industries, Inc. Tue May 19 09.44:27 2020 6x12MT20HS = 3x4 = Seale: 1/4'=1' 5.6 II 6x12 Mr20HS = Plate Offsets (X Y)— [2:0-1-11,Edgel. f3:0-5-12,0-1-121. [5:0-5-12,0-3-01. [6:Edge 0-3-81 [11:03-8,03-01 LOADING (psf) SPACING- 2-M CSI. DEFL. In (roc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.42 9 >755 240 MT20 2441190 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 Incr NO WB 0.87 Horz(CT) -0.16 7 nda We BCDL 10-0 Code FBC2017fTP12014 Matrix-MSH Weight: 1331b FT=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. (size) 7=0-3-8, 2=0-8-0 Max Horz 2=281(LC 8) Max Uplift 7=-2001(LC 5), 2=-1708(LC 8) Max Gmv 7=2822(LC 13), 2=2623(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-5205/3232, 3-4=-4686/3013, 4-5=-4100/2860, 6-7=-454/504 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=-4598/3204 Structural wood sheathing directly applied or 2-8-9 ec pudins, except end verticals. Rigid ceiling directly applied or 3-1-10 oc bracing. 1 Row at al 4-11. 4-8 2 Rows at 113 pts 5-7 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf, h=25ft; B=45ft; L=24ft; eave=411; Cat. 11; Exp C; Encl., GCpi=0,18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joints) except (It=11b) 7=2001,2=1708. 8) Girder carries hip end with 0-0-0 Tight side setback, 7-0-0 left side setback, and 7-0-0 end setback- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 899 lb down and 520 to up at 7-" on bottom chord. The desigNselection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Incmase=1.25 Uniform Loads (plo Vert: 13=54, 3-6=-118(F=-64), 11-12-20, 7-11=44(F=-24) Concentrated Loads (lb) Vert 11=475(F) This itemhas been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. Joaquin Yles PE Hv.0B10I 6LTek USA; IiIG:EL Ced6634, �6904'parit, East. BIA.Tampa FL:338,10.. _Dale_: May 19,2020 '®WARNING.VorlydeslgnpamenrereandREAD NOTES ON THIS AND INCLUDEOMITE REFERENCEPAGEUX7,73mv 10,1032015 BEFORE USE Deelgn valid for use only wpD hereto com,esttors.This de9gn Is based onyu,xn parameters shown, and h for an individual building component. net �■- ■` true. system. Before use, Me buadMg designer must tasty Meapplicabiyofd®gn parameters and properly incoryorate So design Mtn the overall build'mgdesign. Bradag Indicated is Is prevontbuiding ofindividual buss web andfor AaM members only. Addtomlre mgandpmmanentbmdrg MiTek' Is always required rev for stability and to pent collapse win possibla personal lnlury and pmpm edy damage. Forgeneralgukanceregarding M. fabtication,.brag.,delivery,erectionandbracingoftruss..end Mrssystems,sae ANSVTPII Qualgy Criferls, DS849 and SCSI Building Cwnement 6904 Parke East Blvd. sehryln( eflon ewiTablefram Tress Plate Institute.218 N. Lee Street, Suite 312, Alexandra, VA M314. Tampa, FL U610 Job a Truss asType Oly Ply LOT 212 WATERSTONE T202514B6 2349380 801 Comman Tmss 1 1 Job Reference (optional) Builders FrslSouroe (Plant City, FL), Plant City, FL-33567. US = 5x6 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 19 09:44:29 2020 Page i kR11$Ikr.;] Plate Offsets (X,Y)— M5:0-3-0,0-3-01 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (roc) Odeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.00 11 n/r 120 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 11 Nr 120 BCLL 0.0 ' Rep Stress Incr YES We 0.10 Hom(CT) 0.00 10 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 96111 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 19-4-0. (lb)- Max Harz 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) Magi All reactions 250111 or less at joints) 2, 15, 16, 17, 14, 13, 10 except 18=268(LC 17), 12=267(LC 18) FORCES. (Ib) -Max. Camp./Max. Ten. -All forces 250 (Ill) or less except when shown. TOP CHORD 4.5=-73/254, 5-6=-112/355, 6-7=1 121363, 7-8=-74/262 WEBS 5-16=132/338, 3-18=-190/321, 7-14=-130/338, 9-12=189/321 NOTES- 1) unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf, h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 1-8-0, Exteriot2)1-8-0 to 9-8-0, Comet3) 9-M to 12-8-0, Extedor(2) 12-8-0 to 20-M zone;C.0 for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gap 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 requires continuous bottom chord bearing. 6) Gable studs spaced at 2-M oc. 7) This truss has been designed for a 10.0 psf bottom chord live load noncancurrent 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-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 concision per the recommendation of the treatment company. Borate or other suitable treatment may be used if 8 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 pmduCt for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1961b uplift at joint 2, 119 lb uplift at joint 16, 100 It, uplift at joint 17, 160 Ill uplift at joint 18, 119 lb uplift at joint 14, 100 It, uplift at joint 13, 160 lb uplift at joint 12 and 196 lb uplift at joint 10. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not Considered signed and sealed and the signature must be verified on any electronic copies. Joaquin V61UPE No.68182° -hLTek US0. Ige.FL Celt 6634- 6904 Parke East Blvd.gzmpa FL J3910 Data: May 19,2020 'AWARNING• Vanifydesign parammereand READ NOTES ON MIS ANDINCLUDED MREN REFERENCEPAGEM1F7473re, l""015SEFOREUSE Design valid for use cnlyeith MTeM canisters. Tins design is based only upon parameters shear, and is for an individual building mmponenL net ��- a buss striven. Bali use, tlrs building designer madvedfy s, appliabiatyof design parameters and propeM incorporate the design iron the owed buildingdeagn. Braclrg Ndkatedisbprs tburklingof,indMdual"wmbandoraoNmembemoNy. Additional emporary and permanenlbradeg MiTek' be sheave rquired far stability and he prevent collapse via, Possible personal Injury and property damage. FargenaulguMancemgardingthe e feraWm storage, delbary. erectlon and bracing ofbuesee and trave,stems, see ANSVIPI1 G0elty Calera. MB49 and BCS1 Building Cemponenl Saralyrar aeon aeallablefmm Truss Plate Ins0ute,218 N. Lee Street, Suite 312, Aleaandda, VA 223314. 61 Parke East Blvd. Tampa,FL U610 Job mss Truss Type Cry ply LOT2/2WATERSTONE T20251487 2349380 B02 Common Truss 1 1 Job Reference (optional) (riam Cary, FL). ,an, sty, rL- aaoof, 46 = s Mar 9 2020 MiTek Industries, Inc. Tue May 19 09:44:31 2020 Scale =1:W.3 14 3x6 = 5x8 = 3x6 = Plate Offsets (X,Y)-- [2:0-0-0 Edge] [8:04.0 0-3-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (lac) Ydeft L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.14 8-14 >999 240 MT20 2441190 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 WS 0.21 Horz(CT) 0.03 6 n/a n1a BCOL 10.0 Code FSC2017rrP12014 Matrix -AS Weight: 87 lb FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP ND.3 REACTIONS. (size) 2=0-8-0, 6=0-8.0 Max Holz 2=196(LC 11) Max Uplift 2=-517(LC 12), 6=.517(LC 12) Max Grav 2=787(LC 1), 6=787(LC 1) FORCES. (Ib)-Max.Comp./Max. Ten. -Aft 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 BOTCHORD 2-8=-548/1036, 6-8=-590/1036 WEBS 4-8=-241/557,5-8=364/392,3-8=-363/393 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4.0 to 1-8-0, Interior(l) I-8-0 to 9-8-0. Exterior(2) 9-8-0 to 12-8-0, Interior(1) 12-8-0 to 20-8-0 zone;C-C for members and tomes 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.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 5171b uplift at joint 2 and 51716 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 1/2" gypsum sheelmck be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Jbequin Vela: PE No.68182 hili USA,Inr.FL'Cert 6634',_ 6904Park. East Blvd, Tampa FL33810, Data: May 19,2020 ®WARNING• wrifydoalgaparameremand READ NOTES ON MIS AND INCLUDED UBK REF£RENCEPADEMII.7473m, fa0=015SEFOREUSE Design validfor use only win MTeWcondeclen. This design is based only upon parameters shown, and Is for an individual budding component, net ��- a sued system. Before me, Me bunking designer ..at verify Me applicability of design parameters and property Incorporate this design Info fie overag buikingdeaign among Indicated is fo prevent buckling of Individual now web andior chord membws only. Addroval lempomry and permaneneradrg MiTek_ b always required ror stability and to prevent collapse win possible personal Injury and pmpeny damage. For general guidance regarding no fabriaiun, 'age, delivearyry crossed and bracing of bosses and truss a}stama, see ANSUTPIiDmlity Criteria, DSB49 end SCSI Builting Cempenent Saretyln( U. avallab1. Mean Toss Plate Indiana,218 N. Lee Street, Suite 312. Alexandra, VA 2231C 8904 Padre East Blvd. Tampa, FL U610 T20251488 4x6 = 3.6 = 5x8 = 3x6 = scale =1:34.5 It Plate Offsets (X Y)— rl:0-0-00-0-81 17:0-4-0 0-Ul LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In (loc) Nde6 Lid PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.43 Ved(LL) -0.14 7-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Ven(CT) -0.30 7-13 >770 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Hom(CT) 0.03 5 Iva n/a BCDL 10.0 Cade FBC2017/RP12014 Matrix -AS Weight: 851b FT=20% LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 WEBS 214 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=0-343, 5=0-8-0 Max Hoe 1=-191(LC10) Max Uplift 1=-390(LC 12), 5=514(LC 12) Max Grav 1=699(LC 1), 5=776(LC 1) FORCES. (lb)-Max.Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 1-2=-1132/814, 2-3=-867/630, 3-0=871/604, 45=-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 BRACING - TOP CHORD Strucluml 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; Vul1=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) 0-0-0 to 3-0-0, Intedor(1) 3-0-0 to 9-M. Exterior(2) 9-M to 12-3-8, Interior(1) 12-3-8 to 20-3-8 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-M 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 39011, uplift at Joint 1 and 5141la uplift at joint 5. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chard and 1/2° gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin yelp: PE No.68182 MITpk usA; Ihc.FC Cert6sm '6806 PafkaEast Blyd.,Tampa FL338/0 Date:. May 19,2020 AWARNING. Verlydeslgn,aaremefers aMREAD NOTES ON THISANDINCLUDED wrex REFERENCEPAGEMl474T5 on, 1""015 BEFORE USE Design valid for use only with Mlrek® wrmectare. This design Is based only upon parameters seem, and is for an indivldual building component rot a trues system. Before use, me building designer must verify the applicability of design parameters and proper, inwrporate Nis design into die evening buildmgdesign.Breeng lndkatedis oproventbudlingofmdividualtrussweb and/orchordmembers only. Addlionaltemporaryandpenmanantbnaprg MiTek' as sheave repnedfor stability and 0 prevent collapse with possible personal Injury and proper, damage. For general guldanw regaMlrp Ma fabdcaeon, storage, delivery, eaudkin and bracing of buseea and muss systems, see ANSWPH Quality CriMia, DSS-99 and SCSI Building Component Safelyln/mmaean available from Truss Plate lnefimte,218 N. Lee street, Sulto 312. Mosendre, VA 22314, 6904 Pence Eaat Blvd. Tampa,FL 36610 Job Truss Truss Type Oty Ply LOT 21211ATERSTONE a T20251489 2349380 B04 Half Hip Truss 1 1 Job Relerence (national) BuWets FastScurce(Plant City, FL). Plant City, FL-33567, 4x6 = s Mar 9 2020 MiTek Industries. Inc. Tue May 19 09.44:35 2020 3x4 = 14 Scale=1:34.7 2x4 II 3x6 = 3x8 = — sire = Plate Offsets(X,Y)-- f2:0-212,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TIC 0.47 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 WB 0.59 Hom(CT) -0.02 2 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 101 lb FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 7=0-3-8, 2=0-8-0 Max Ho¢ 7=374(LC 12) Max Uplift 7=-500(LC 9), 2=-469(LC 12) Max Gran, 7=694(LC 1).2=771(LC 1) FORCES. (III) - Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 4-5=-681/553, 2-3=1 1051738, 3-4=-821/532 BOT CHORD 2.9=.526/961, 7-9=116/464 WEBS 5-7=-686/627, 5-9=2211350, 3-9=367/444 BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES. 1) Wind: ASCE 7-10: Vul1=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 10-0-0, Exterioi(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=1.60 plate 91ip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-" tall by 2-M wide will fit between the bottom chard and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5001b uplift at Joint 7 and 469 lb uplift at joint 2. 6) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 1/2" gypsum sheetreck be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. Joaquin YaIW PE No.881BT h1Rpk USA; Inc.FL Cut 6634', - ,6906ParkeEnt BIvd.TpmpzFL33610 Data: May 19,2020 AWARNING.Vimlry design parameter. and READ NOTES ON MIS AND INCLUDED MN£K REFERENCE PAGE W1.1473 rev. f"Vi BEFORE USE asesse Design valid for use only vilth Mnai connectors. This design Is based only upon parameters shown, and Is far anIndividualbuilding component net ��' a Was system. Before use, the building designer ..at verily the apPOcalmliy of design parameters and pmpedy, Inwrporate this design into fie overall buildingdesign. Bmdng NdiwtedisbpmventbuWlgoflndMdualWmwabanW., TaMmernbersonly. Addifimaltemporayandpermanentbrsdrlg MiTek' Is always required for sodality and to preventoulepse with poastle personal play and pmpedydamage. Forgeneralguidanceregardo,cle fatmeadon,storage,ddiveerryy ereclionandbracingaf"ssesand Weasyetems,se ANSVTPII Quality Criteria, DSB-B9 and SCSI Building Component SdeylnfwrmaUen availab{e from Tines Pi.W ine9WW.21B N. L.. St.t Sulte 312, Alexandde, VA 22314, 69M Padre East Blvd. Tampa, FL 36610 Jab a Truss mas Type pty Ply LOT2/2WATERSTONE T20251490 2349380 B05 Half Hip Truss 1 1 Job Reference (optional) Builders FostSaurce (Plant City. FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries. Inc. Tue May 19 09:44:37 2020 Page 1 ID:9Bw560W5AWDgVr6xU_a99jz45f?nLvKK4V7FS1 RJNCVUdGW77fFnAVNw325zbUeTFzEzie -1-0-0 T012 12-0-0 18-11-8 1-0-0 7-0-12 411J 6-11-8 5x6 = 11 12 4.6 = Scale =1:39.5 3x6 O Sx12 = 3.6 II Plate Offsets (X,Y)-- (2:0-2-9,0-1-81,f4:0-4-0,0-2.81 17:0-6-0 0-3-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (hoc) I/de8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.36 7-10 >625 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Ved(CT) -0.76 7-10 >299 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Hom(CT) .0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 1001b FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2*Except' 2-7: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-3-8, 2=0-8-0 Max Ho¢ 6=436(LC 12) Max Uplift 6=-469(LC 9), 2=-050(LC 12) Max Grav 6=728(LC 17), 2=771(LC 1) FORCES. (lb)- Max. Comp./Max. Ten. -All fames 250(lb) or less except when shown. TOP CHORD 5-6=-653/614, 45=557/461, 2-3=1019/622, 3-0=-689/407 BOTCHORD 2-7=-401/879, 6-7=-182/466 WEBS 5-7=.592/718, 3-7=430/486 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=411; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlerior(2)-1-4-0 to 1-8-0, Interior(1) 1-8-0 to 12-0-0, Exterior(2) 12-M to 16-2-15, Intedor(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) Previde adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Pmvide mechanical connection (by others) of truss to bearing plate capable of withstanding 4691b uplift at joint 6 and 450 lb uplift at joint 2. 6) This truss design requires that a minimum of7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheelmck be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin yelai No.86162 'MiTek USA, Inc. FL 6eit 6634, 69041 Parke East BNd.,Tempe FL 33-610 Date: May 19,2020 *,& WARNING -Wrify deal,npa ..,a and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIN473 rev. 1040=015 BEFORE USE This design is bayed only upon parameters=lawn, and b for an imividual building component,rot a trugn sNitemor. used uwill, builllad, designer y. g mum venty d,e appopabildy of design parameters and properly locaaorate this design into the sanan buiidingdeaigo. Emdlg diwtadisbpaventbudJ gofmdMduelWwmbanNorchoNmmnbmcnly. AddillandbmpearyaMpam,anentbad,g Is axvays required for atabilry and to prevent collapse vvN passible personal injury and property damage, Forgenealguidancemgerdi,g Me fabdcatioa sbrage, delivereryy enclon and bream, of hussea and hues ayatema, eee ANSVIPIf Ouelify Cnfmia, OSB-n and SCSI SulI6ng Corporeal Ssfetylalamauar availablefrom TmvPlatelmtiluta218N.Lee Street SUW312,AIexamdda,VA22314. MiTek' 6904 Pa" East loW. Tampa.R 36610 Job a Truss as Type Oty Ply LOT212WATERSTONE T20251491 2349380 606 Half Hip Truss 1 1 Job Reference (optional) guilders nrsmdurce (Plant City. FL1, clam Uay. FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc Tue May 19 09:44:38 2020 Page 1 ID:9Bw560 W5AW Dgvr6xU_a99jz45f7-FYiXzVI?m9lwWnh2KoIXKCT4avWiEBFDB7izEzid 14-0-D F 18-11-0 6-0-] I 4-111 Sal = 3x4 = Scale -1:42A 3x4 = 2x4 II 'F9 — 3x9 = 3x6 II Plate Offsets(XY)— 13:0-3-00a-41 f4:OJ-80-2-0I LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) VdeO Lrd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Ved(LL) 0.15 9-12 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Ved(CT) -0.21 9-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Hoa(CT) -0.02 2 rda n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 109 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-3-8, 2=0-8-0 Max Hoe 6=498(LC 12) Max Uplift 6=469(LC 12), 2=-429(LC 12) Max Grav 6=694(LC 1), 2=771(LC 1) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 5-6=-649/631, 45= 360/328, 2-3=1049/483, 3-0=-090/258 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=-6661547 BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=411; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteror(2)-1-4-0 to 1-8-0, Interior(l) 1-8-0 to 14-0-0, Exterior(2) 14.0-0 to 18-2-15, Interior(I) 18-2-15 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 pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 35-0 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 4691b uplift at joint 6 and 429 lb uplift at joint 2. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetmck be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic_ copies. JdaquinyelezPE No.68182 MRek USA; 10rFL Cart 6674 690.1P4rke Easl BNd..TSmpa FL 33610 Data: May 19,2020 AWARNING - Verity dodges parameters mad READ NOTES ON MIS AND INCLUDED MITEKREFERENCE PAGE MIA7473.1 IND.V24IS BEFORE USE sesse Design valid for use only with Masten mnnesasrs. This design Is based only upon parameters shown, and is for an hdNidual building mmponenl, net ��- a truss system. Before use, the building designer must wnfy the applimbllly of design parameters and properly Incorporate this design Ins the overall butdingdmlgn.Boom, Indicated is to prevent hurdling of Iml must web doctor shorE members only. AddiEanat temporary and permanent among MiTek' Is alwap required br atabiliry andm prevent mllapeewlth paaelble Dermnal lniury and praPony damage. Forpenerol guldaa rmaN'ag Ne labtlmibn. abrage,delivery, erection and mooing of fames and mass apands,gee ANSUIPII GuMiry Cr/fede, MB49 and BCSl Building Component 6904 Parke East Blvd. Salaryln/ atlon saidable from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 4314. Tampa, FL U610 Truss T20251492 21 3x4 = 8_441 16-0-0 18-11A 8-0-11 7-74 I 2-11A l 5x6 i sad = 2.4 II 3x4 = 3x8 = 8-0-71 l 16-0-0 18-11A m 8d-11 7A4 2-11A scale =1:48.5 Plate Offsets (X,Y)— [2:0-M.Edge1, [3:0-4-0.0-3-01. [4:0-3-00-2-71 LOADING (pal SPACING- 2-M CsL DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.17 9-12 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.23 9-12 >986 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.86 Hom(CT) -0.02 2 n1a n/a BCDL 10.0 Code FBC2017lrP12014 Matdx-AS Weight: 115 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-7: 2x4 SP No.2 REACTIONS. (size) 6=0-3-8, 2=0-8-0 Max Harz 6=560(LC 12) Max Uplift 6=-494(LC 12), 2=-404(LC 12) Max Grav 6=697(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=-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 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpl 5-6,3-7 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=24ft; eave=411; Cat. I% Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteror(2) -1-4-0 to 1-8-0, InterioQt) 1-8-0 to 16-M, Exterior(2)16-0.0 to 18-9-12 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pone ing. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will 6t between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 494111 uplift at Joint 6 and 404111 uplift at Joint 2. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetmck be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. JoaquinYelaz Pg N6.68182 Mrick USA; Inc. FL Cart 0634;, 5604 Parke East Blvd. Tampa F L 13410, Data: May 19,2020 "®WARNING- Varrfydealgn panmefeacad READ NOTES ON INS AND INCLUD£041BEX REFERENCEPAGEMII-7M.. IM"015BEFOREUSE Design valid forests onllimh Mmek6 commedom. Thu detsga is based only upon parametems sham, and Is for an individual builds, component net is pass system. Sefore user on. building designer ..at venf, the appliwbl hof design parameters and properly inmmponste this design Into Me Mail bulldtngdesgo.Brad, lndicded is to prevent budding of mdmdual lameness andlor Wood members only. Additional temporary and pemmanentbraurg MiTeW is ciamys resulted far dating, and ro prevent collapsevdN possible personal mury and properly damage. For Benemal guidance regarding Ore " labdwtion, storage,delivery, erection and bradng of busses and isms systems, see ANSWPH quality Crfeda, DSB49 and BCSI Building Component Saferyinfwrrrafcn avallablefmm Truss Plate lnstilute,210 N. LeesUeet Sude312. Alexandra, VA23314. 69N Parks East Blvd. Tampa, FL 36610 Job Truss cuss Type Oty, Ply LOT 212WATERSTONE T20251493 2349380 BOB Half Hip Truss 1 1 Job Ref(optional) .,.,....Gr....,ww, elr,anwnr. rcl. rein Cary, FL d.zau s mar v 2u2U Mr I ex maustaes, Inc. Tue May 19 09:44:42 2020 are FIF 4x1OMT20HS 9 3x4 = 3x4 = 3x4 = 3x8 = 3x8 II 8-11-2 2x1 II 17-0-0 18.11.8 l Ad L2 Scale -1:542 Plate Offsets (X,Y)— [2:0-0.8Edge1 [3:0-4-0 0-3-41 [4:0-6-12 0-2-01 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC 0.69 Vert(LL) 0.21 9-12 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.29 9-12 >786 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 Hom(CT) -0.02 2 We rda BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight 1191b' FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-3.8, 2=0.8-0 Max Ho¢ 6=591(LC 12) Max Uplift 6=-508(LC 12), 2=-390(LC 12) Max Gmv 6=708(LC 17), 2=771(LC 1) FORCES. (lb) -Max. Comp.i Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 56=-713/594, 2-3=10091319, 3-4=-276115 BOT CHORD 2-9=-107/847, 7-9=-1081844, 6-7=269/639 WEBS 4-7=.224/460, 3-7=645/670, 3-9=0/375, 5-7=-669/753 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-6, 4-7, 3-7 NOTES- 1) Wind: ASCE 7-10; Vult=l60mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.Opsf, h=25ft; B=45ft; L=241t; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Eeterior(2)-1-0-0 to 1-8-0, Intedor(1) I-M to 17-0-0, Extenop(2)17-0-0 to 18-9-12 zone;C-C for members and forces 8. MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise Indicated. 4) The Fabrication Tolerance at joint 4 = 8% 5) This truss has been designed fora 10.0 psf bottom chard live load nonconcurrent 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 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 508 lb uplift at joint 6 and 3901b uplift at joint 2. 8) This truss design requires that minimum of 7116' structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the Signature must be verified on any electronic copies. Joaquin Yelex PE No.68182; MITskUSA; Igc.FL Cart 6634', '6904 Parke East Blvd. Tampa it. Will Dale: May 19,2020 '&WARNING-Vady deatgnpare—Waand READ NOTES ON TWSAND INCLUDED M?ENREFERENCEPAGEM1947473mv, 100320m BEPoREUSE asseas valid far use Wdywllh MEekO mnnecris. This design Is based only upon pammeters shown, and is for an Individual bulding component rot Nil' Was system. Before use. Me building designer must verily the applcabilit o/dmign parameters and pmmrve pedy Inparate Mis design Wo Meomll building design. among Indicated is to prevent budding of Individual Was web andlor chats members only. Additlorsl temporary and W manentbredrg M!Tek_ Aatwaya required for stability and to prevent caliapse Wthi passible personal injury and prepemydamage. Far general guidance regarding Me fabd0alpn. sbrege, delivery. ereu9an antl baring of Wsaes end bws systems, see ANSU PIf Oualiy Crilwia, DSB-09 end BCSl Budding Component 6904 Parke East Blvd. SablylnfwomMes No.mble from Truss Plate lnaONla, 218 N. Lee Smoot Suite 312, Almomma, VA 22314. Tampa, FL W610 Job a Truss Truss Type City Ply LOT 2l2 WATERSTONE T20251494PEN 2349380 Cl JACK-0TRUSS 4 1 Job Reference c lional Builders Firstsource (Plant City, FL), Plant City, FL- 33567, 8.240 s Mar 9 2020 MTek Industries. Inc. Tue May 19 09:44:43 2020 Page 1 ID:9Bw56OW5AWDgVr6xU a99jz45f?-0VGbahZuglnbl lgfruNwEOvOwbkeK?6zLXxygvzEziY -1-40 0-11-0 1-0-0 0-11-0 Scale =1:7.6 Plate Offsets (X Y)— t2:0-140-0-21 LOADING (pi SPACING- 2-M CSI. DEFL, in (lac) dde8 IJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(ILL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC flout Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Inor YES WE 0.00 Hom(CT) 0.00 4 We Ida BCDL 10.0 Code FBC2017rrP12014 Mahx-MP Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Hoa 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 tomes 250(lb) or less except when shown. BRACING. TOP CHORD Structural wood sheathing directly applied or0-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES. 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=451t; L=24ft; eave=41t; Cat. II; Este C; Encl., GCPI=0.18; MWFRS (directional) and C-C Exterior(2) zoni for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 pad bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 31b uplift at joint 3, 227 lb uplift at joint 2 and 15 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic_ copies. 'Joaquin YelezPE No.681a2 MTek I15A;Inc FUOeit'liGM 6906 Parke East Sh,11ampa FL W160 Data: May 19,2020 -AWARNING - WelydeslgnpawasuareaMREADNOTE5 ON MS AND INCLUDED MNEKREFERENCE PAGE MI14g3nv. toia"OSBEFOREUSE Design valid fro use only with Mnatic mnnedgrs. This design Is based crdyumn parameters shown, and Is for an Individual building mmpanent, net ��- a amas eyatem. Before use, the building designer as stvedrr to appllm!Aity of design parameters and properly Inmgorale this design into to overall buildingdesign. Bradng lndimted is to prevent building of individual Was web ender dared members only. Addifonal temporary and exammentlamirg MOW is always required for stability and to prevent collapse wit passible personal Injury and property damage. Forgenemlguldanmregardingte fabdm4on, atnge, delivery. insider, and bracing of t usaw and roue eyatems, see ANSUTPlI Quality CNrcrla, MB49 and BCSI Badi ng Component Salerylnfwmothors available from Tmss Plate Msdtule, 218 N. Lee Sued, Suite 312, Alesantlda, VA 22314. 6904 Pads East Blvd. Tampa, FL U610 Job Truss Truss Type Cry Ply LOT212WATERSTONE r T20251495 2349380 Cis Jack-0pen 4 1 Job Reference (optional) (Plant City. FL), Plant City. FL - 33567, 8.240 Mar 9 2020 MiTek Industries, Inc. Tue May 19 09.44:44 2020 Page i ID:9Ut4suLKhBMv:ts_xvQgyOsc?4igzo0aWbcvRfRFrObv9nbSZ9?4t3SM7aBgVCMzE7jX -14-0 4Q Nil 114 Scale =1:7.8 LOADING (psq SPACING- 2-M CSI. DEFL. in (Inc) pdeft LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Veril-L) 0.00 5 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) 0.00 4 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matdx-MP Weight: 5lb FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 0-11-4 on puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (size) 3=Mechanical, 2=04-0, 4=Mechanical Max Hom 2=91(LC 12) Max Uplift 3=-6(LC 9), 2=-246(LC 12), 4=-21(LC 17) Max Gres, 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) FORCES. (Ib)-Max. CompJMax.Ten. -All tomes 250(I1g) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.0psf; 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 farces & MWFRS for reactions shown; Lumber DOL=1,60 plate gdp 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 fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding fi lth uplift at joint 3, 2461b uplift at joint 2 and 21 Ib uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin yeleaPE No.66182:. MTek USA; ine.PL'Cert8634, 6904 Parke,East Blvci.�Tzmp i FL 93810' Date: May 19,2020 -AWARNING-Varllydesignpersmehrs.r READNOTEG ON THIS AND INCLUDED MIIERReFENENCE PAGE MIF7173rsv. I"31016eEFORE USE assess Design valid sc use only wKs Mires0 connectors. TNa desgn Is based only upon parameters shown, and Is for an Individual balding component, not ��• a wss system. Before use. Me Win, dmfy M esigner trust veno applicability of designmrs n paraeteand property Incorporate units design into Me swell buildingdosign. Brsdng indicated is to prevent beading of Individual buss web andlor event members only. Additanal temporary and permanentbrating MiTek' Ia ebvaya requlredfor stability and 0 prevent collapse WM possible personal injury and pmpeM damage. Forgenarel guidance regarding Ma fabnaatlom.sbrage,delivery, asalian and bracingofimasesand hmssystema, see ANSUTPIIQuslity Cdlede,DS849and BCSI6ilNbgCmponent ' Sehylnyarmsgon available tram Truss, Plata lnsthda,218 N. Lee Street, Sults 312, Alexandna, VA 22314. 6904 Pans East Blvd. Tons..R U610 Job a Truss Truss Type pry ply LOT 2l2 WATERSTONE T20251496 2349390 C3 JACK -OPEN TRUSS 4 1 Job Reference o bagel ,._r r„a,ou,u,.v ir,mo Qd , FL". Fid0i Cii , FL - 35567, 6.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 19 09.44:45 2020 Page 1 ID:9BW56OW5AW DgVrBxU_a99jz45f7-YuOL7Mb8Mv11GbglyJOOJp7kOPPEowGor031ozEaW -14-0 2-114 4-0 2-114 Scale =1:12.7 Plate Offsets(XY)— f2:0440-041 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 4.7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 3 n/a n/a BCDL 10.0 Code. FBC2017fTP12014 Matrix -MP Weight: 121b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Ho¢ 2=152(LC 12) Max Uplift 3=-62(LC 12), 2=-183(LC 12) Max Grav 3=65(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(I11) or less except when shown. BRACING. TOP CHORD Structural wood sheathing directly applied or2-11-4 Gc pudins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsh h=25ft; 13=4511; L=24ft; eave=4ft; Cat II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-10-8 zone;C.0 for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psi bottom chord live load nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 621b uplift at joint 3 and 1831b uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.69182` .MITek USA Inc. FHCei! 6934 '6904.1earke.East BNE.,Tampa FL 73810 Data: May 19,2020 -AwARNwo- VBrlydoslgnpsmmetersaMREAD NOTES ON THUS AND INCLUDEDMITEKREFERENCE PAGE MII-7473re, IM12015BEFORE USE valid ror use only with MiTeW coned om. This design is based only upon parameters shown, and h for an Individual budding component not OFOesign its. system. Barore use, the budding designmprimt ionf, tha asp llcablliy or design paremetars and properly Incvmorate Into design Into the overall buildingdesign. Bredng indicated is to prevent budding of Individual Wss web end/orcbord membersonly. AddNonal temporary and permanent trading MiTek' Is always requlred for stability and to prevent mllapse with possible pononal injury and pmpeny damage. Fergenmalgodanceregardirg Te fabdoadpn, etomga,delivery, ereNan and bracNg of Wasee and Wss systems.see ANSWPIIQuallly Criterle,DSB-09end BCSIBuilAng Component ' Sateylnrwmatlon avadablehom Tmv Platelnsgtute,21BN.Lea Street SWi 312.MI andna,VA22314. 6904 Parke East Blvd. Tampa, FL U610 Job Truss rsTeOty Ply LOT22WATERSTONET20251497 �,C`kOpa, 2349380 C3P 4 1 Job Reference (optional) Budoers hretsnuree (Plant Oily. FL), Plant City. FL - 33567. 8.240 a Mar 9 2020 MiTek Industries, Inc. Tue May 19 09:44.45 2020 Page 1 ID:9Ut4suLKhBMvwtels xvOgyOsc?-YuOL?Mb8Mv11GbglyJOOJp?kOPOEovcGor031ozEzW 14-0 2-114 4G 2-114 Scale=1:12.7 2414 LOADING (part SPACING- 2-M CSI. DEFL. in (toe) Bdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ved(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hcrz(CT) -0.00 3 Na No BCDL 10.0 Code FBC2017ITP12014 Matrix -MP . Weight: 12111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Sbuctuml wood sheathing directly applied or 2.11-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (size) 3=Mechanical, 2=04-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Gav 3=59(LC 1), 2=195(LC 1).4=49(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. it; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-0 to 1-84, Interior(1)1-8-0 to 2-10-8 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 for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 731b uplift at joint 3, 245111 uplift at joint 2 and 451b uplift atjoint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin VelezPE Nd.68182;: MITAUSA; Int.FL CeA 6634r '69,0.7 Parke,Eest BNd.;Tampa FL 33810 Dale: May 19,2020 A INMNING. Vedydeagapvamefenand RE40 NOTES ON THISANO INCLUDED MITEh REFERENCEPAGEM47479 nv. fNe.Y2efS BEFOREUSE vasuaw Owign valld for use onlywitu Weida oonneMrs. This deelge Is based only upon pammetem shown, and is for an Individual building mmponent, net �a- a Was system. Before use, Ne buildmg dsaigner must verify the applla iblGty of design parameters and pmpedy temperate this design into the overall buildingdeslgn.Bmdeg Indicated is to prevent budding of Individual buss web anchor chord members only. Addiflonal temporary and permanenlbead,g MiTek' U always ngalred for sub0itrand to prevent weapee went ppuible personal Injury and Inequity damage. ForgeneralguWancere onfing Me fabdration,elorage.delivery, erection and bracing of Wsaea and buss eystmna. sae ANSWRI Quality Cr/far/a, MB49 and SCSI Surefeng Component Seleyln/ormaUen evata le ft. Truss Plate lnaaltes. 218 N. Lee Street Suite 312, Re randna, VA 22314. 69W Parke east Blvd. Tampa, FL W610 Job Truss Truss Type Ply LOT 2/2 WATERSTONET20251498 CS JACK-0PEN TRUSS [Qy 1 Job Reference (optional) (none �Iry, rLl, viam ury. rL- odabl, 8.240 s Mar 92020 Miiek Industries, Inc. Toe May 19 09.44:46 2020 Pagel ID:9Bw56OW5AWDgVr6xt a99jz45T1-04y Dian7D99ulPEWOxdsOXrBafTXMs01VgcHEZEDV 1 -1-0-0 4-114 1 d-0 4-114 scale=1:17.6 3x4 = Plate Offsets (X,Y)— t2:0-1-4 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.48 Vert(LL) 0.06 4-7 >992 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na Na - BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 18111 FT=20% LUMBER- TOPCHORO 2x4SPNo.2 BOTCHORD 2x4SPNo.2 REACTIONS. (area) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Ho¢ 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-1g6(LC 12) Max Grav 3=122(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(I11) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7.10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; save=4ft; Cat. 11; Exp C; Encl.. GCpi=O.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 1-8-0, Interior(1)1-8-0 to 4-10-8 zone;C-C for .members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed fora 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 chard 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 128 lb uplift at joint 3 and 196Ib uplift at joint 2. 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. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. Joaquin Valoz PE ND.80102' MITe,USA,Ihe.FC Cei! 6674 '0906 Park¢ East Blvd.iTampi FL 1301U, Data_: May 19,2020 - AwARNIND-Varflydealgnpa2mmersandREAD NOTES ON TNISAND INCLUDED MNEKREFERENCEPAGEM11-7473 rev. IWOY2015BETORE USE Design valid for use only with MTeIRI connections. T rit drelgn Is based only upon paramele,e shown, and Is for an Individual bui ang component, not r` a truss ayelem. Before use, the building designer must verify Me eppllwblitty of design parameters and properly Incorporate MIs design into Me overall bulltlNgda9gn. BracinglndicaledistopreventbucidingoflndMdualWsswebamberMoNmembersonly. Additlanaltemporaryand permmentmadng MiTek' 6 always re4ubadfor stability and to prevent collapse wM possible personal Injury and property damage. Forgenemiguldanceregandirgthe fabroalbn, storage, delivery. erection and bracing of brow and truss stollens. sea ANSVi Quality Grinds, DSB49 and SCSI Building component Soleylnlwmitom evaJablarmm TmvPisteInatiNte,21a N.Lee Sbee4Suite312,Al.a da.VAY1314. 69g4 Pares IW. East B EastS Tampa.Fl- Main Job sOty Ply LOT2/2WATERSTONE a IC5 2349380 Jack-0pen q 1 Jab Reference (optional) .,...,o, o, a o,o.,,o,.e tr,a,a.... r4• rian,,City, r,- moat. 5.24U 5 Mar 92UZU MITek IndUStrea, Inc. TUe May 19 09:44:472020 Page 1 ID:9Ut4suLKhBMvwtels_xvQgyOsc7-UHW602cPUXHDWvz04jSsPE4zICy0Gp5ZG9v9pgzEziU Scale =1:17.6 Plate Offsets(XY)— f2:Edge0-0-41 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) 0defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Ven(LL) 0.14 4-7 o431 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Ven(CT) 0.12 4-7 >490 180 BCLL 0.0 ' Rep Stress III YES WB 0.00 HoR(CT) -0.00 3 rVa We BCDL 10.0 Cade FBC2017lrP12014 Malnx-AS Weight: 18 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Holz 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. Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=2411; eave=4ft; Cat. II; Exit 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 4-10-8 zone; porch left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 Pat bottom chord live load noncencunent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 Ib uplift at joint 3, 300 lb uplift at joint 2 and 81 Ib 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 112" gypsum sheelrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Jo'aquin Yelpz PE No.08182, MlfokUSA, Inc. kCed'6634, . :�6604 Parke'Epol Blvd. TampafL;73810, Dale: May 19,2020 " ®WARNING-VeHyy deslBnparameNm aM READ NOTES ON THISANDINCLBD£D Muni REFER£NCEPAGE A10-7473nv. 10,012015 BEFORE USE " Design valid for use only with Mmelog, correctors. This design Is based only upon parameters shown. and is for an IndNidual building component not a truss System. Before use, be building designer must verify Pe appembilltyof deagn parameters and propedy Incorporate Nis design Into be overee buildingdesign. Bracing Indicated is an prevent budding of lndiAdual bum web andlorcbcel mmnbms only. Additional temporary and permanent bracing MiTek' IS always required far stability and N pcoll revent apsowth possible personal injury and prepedYdamage. For general guldande regarding be fabdoaYon, rtorage, d9ivery, emi and bracing ofbusem and bum claim, me ANSUTPI1GuaIlty Lrffege, OSBA9 and BCSl Bvildin9Lmponent " 6904 Parke East Blvd. S41iotyleformemon ava0ablebom Trpm PlatelnsbWW.218N.Lm Sboot Suite312,AIexandna,VA22314. Tampa, FL W610 Job Truss Truss Type Olt, Ply LOT212 WATERSTONE a T20251500 2349380 DOI GABLE 1 1 Jab Reference (optional) Builders nrst5ource (Plan City, FL). Plant City. FL-33567, 8.240 a Mar 9 2020 Mrrek Industries, Inc. Tue May 19 09:44:48 2020 Scale-1:35.6 Ass = to 3x6 = 6x5 = — e Plate Offsets (X Y)- 16;O-1-0Edgel f11:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) bitter L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.15 11-20 -879 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 VerdCT) -0.3411-20 >401 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Hom(CT) 0.02 21 We fire BCDL 10.0 Cade FBC2017rTP12014 Matrix -AS Weight: 95 lb FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling direc0y applied. 6-11: 2x4 SP No.2 P WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-8-0 except (jt=length) 2=0-8-0. (Ili) - Max Harz 2=-190(LC 10) Max Uplift All uplift 100 Ili or less at joint(s) 10, 9.8 except 2=-483(LC 12), 6=-458(LC 12) Max Grav All reactions 250 lb or less atjolnt(s)10, 9, 8 except 2=720(LC 1), 6=619(LC 1), 6=619(LC 1) FORCES. (Ib)-Max. CompJMax.Ten. -All forces 250(Ib) 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=-4051777, 9-10=-405/777, 8-9=-005/777, 6-8=405/777 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=4.2psf; BCOL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlenor(2)-1-4-0 to 1-8-0, Interior(l) 1-8-0 to 94-0, Exlerior(2) 9-0-0 to 12-1-2, Interior(1) 12-1-2 to 20-0-0 zormC-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gdp 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 ANSI7TPI 1. 4) All plates are 2x4 MT20 unless otherNise indicated. 5) Gable studs spaced at 2-0-0 oc. This Item has been 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 7)' 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 sealed by Velez, Joaquin, PE Will fit between the bottom chord and any other members. "P" using a Digital Signature. Lumber designated with a 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. Burnie or other Printed copies of this suitable treatment may be used if it does not corrode the plates. If ACC, CBA, orCA-B treated lumber is used, improved corrosion document are not Considered protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered forthis signed and sealed and the design. Building designer to verify suitability of this product for its Intended use. signature must be Verified 9) Provide mechanical connection (by others) of truss to bearing plate capable ofwnhstanding 1001b uplift at joint(s) 10, 9, 8 except 6=458, 6=458. on an y- Electronic copies. (jt=lb) 2=483, 10) This truss design requiresthat a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 12" gypsum Jdaquin yelez, PE No.68162r sheetreck he applied directly to the bottom chord. Mack USA;4nc FL Cen 6634' �6904 Pa1kB..Eest alvE.Tempa k J3B70. Date_: May 19,2020 -AWARNING. Verllydeslgnparerrrolen rani Name ONTHISAND INCLUDED MBYNREFERENCEPABEMIId473 mv. fM"015 BEFORE WE essis Design valid far me oayvAth Mlrek® vo.xcArs. This design la based dniy upon pmametersahavm, and is for an Individual bulidmg oompaeent rut ��' a trues lasuse, tom. Before e, the building desm igner ust vfy M eri, applicability of design parameters and pe,pally Inoolparate this design Into the o ssall buildingdesign. BredngbdlwtetlisbprevenibudJbgoflndlvltlualWaawebendlorchordmembersonly. AddibanaltempumryaMpesmanentbradW MOW Is atesys required for stolidity and to prevent mllapsevAh possible personal Injury and property damage. For general guidance Medrg the fab@albs, starege, delivery, spears and bracing arouses, and buss spheres, see ANSUTPII quality Cribb, DSB 9 and SCSI Building, Cor,rpon sed Saferyln/onnedon avadableham Tmc PlaW InsbWte, 218 N. Lee Street Suite 312, Alewndda, VA 22314. 6904 Padre East Blvd. Tampa, FL W610 Job Tmas Truss Type Oty, Ply LOT 212WATERSTONE a T202515D1 2349380 002 Special Truss 1 1 Job Reference (optional) Builders RmtScurce(Plant City. FL), Plant City, FL-33567. 5,05 = cf!o8 8.240 s Mar 9 2020 MiTek Industries. Inc. Tue May 19 09:44:49 2020 1.Sx8 STP = 3.4 = 3x6 = Scale = 1:36.0 13 Plate Offsets KY)— (6:0-0-4,Edgel LOADING (pat) SPACING. 2-0-0 CSI. DEFL. in (too) Vdeg Ltd 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 LumberOOL 1.25 BC 0.64 Vert(CT) 0.22 7-12 >396 180 BCLL 0.0 ' Rep Stress ]nor YES WE 0.25 Horz(CT) 0.01 6 Na rda BCDL 10.0 Code FBC2017rrP12014 Matrix -AS -Weight: 851le FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 6=1-0.12, 2=0-8-0, 7=0-8-0 Max Hoa 2=188(LC 11) Max Uplift 6=-250(LC 12). 2=-022(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 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; 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) -1-0-0 to 1-8-0, Interior(1)1-8-0 to 94-0, Extefior(2) 9-0-0 to 124-0, Interior(1) 124-0 to 18-8-0 zone; porch right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-" 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 1001b uplift at)oint(s) except (l=1b) 6=250,2=322,7=633. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and V2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Jezgdin "1 PE No.68182 MTek USA, Ipc: FL`�Ced 6634, 8964 Parke East BNtl. Tampa FL,73810 Date: May 19,2020 -AwARNfNG-Verily dealer pamusemmeaREAD NOTES ON TMSANDINOLUDEDMITE REFERENCEPAGEMII-7473 sal f0,012015 BEMPEUSE assuse ��- Design valid for use onlywiM MToW mimeamrs. This design is based only upon parameters rearm, and is for an individual building component net a buss system. Before use. Me buildim, designer mustvanly Me appIsabuty of design parameters and prepedy incorporate Me design Into fie overall buildagdesign. BmdW Indicated is to Pravent busid[eg oflnehedual Moser web andforchord members only. AddiEowltempmaryandpemmnentbradrg MiTek" Is eM1vays required for tablilyand as prevent mllase WM passtble personal injury and pmpenydarnal Forgenemiguldancsrepmding Ne febdwdon, sromge, deltaery erection and bredng o/busses and truce eyalema, see ANSWRI Qualify Cdle ia, DSB-69 and SCSI Bunting commensal 69 Parke East Blvd. Salelylnlonrragon even. Iefrem Tmss Plate InabW ,216N.Lee Street Suite312,Aleaandda,VA22314. Tampa, FL W610 Job x Truss ross Type Oty Ply LOT 2/2 WATERSTONE T20251502 2349380 D03 Common Girder 7 .......:......... �.. Plant ce hart City, ry, Plant City. FL -moor, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 19 09:44:50 2020 5x6 II scale -1:W2 3x6 = 1.5x8 STP = 6x8 = Plate Offsets (X.Y)— [2:0-2.4 Edge][6:Edge 0-4-41 [7:OJ-80-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.62 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-MSH Weight: 1461b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 WEBS 2x4 SP Na.2 *Except' BOT CHORD 3-7,5-6: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=284(LC 8) Max Uplift 2=-1271(LC 8), 6=-2650(LC 8) Max Gray 2=2265(LC 13), 6=5209(LC 13) FORCES. (Ib)-Max. Comp./Max. Ten, -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-4639/2387, 3-0=-0627/2547 BOT CHORD 2-7=-221814133, 6-7=-85911612 WEBS 3-7=-248/337,4-7=-3151/5847, 4-6=-3575/1913 Structural woad sheathing directly applied or 5-7-8 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) 2-ply truss to be connected togetherwfth 1 Od (0.131°x3°) nails as follows: Tap chards connected as follows: 2x4 -1 now 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 0-94) 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=124rl TCDL=4.2psf; BCDL=6.Opsh h=25ft; 8=45ft; L=24ft: eave=4111; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed fora 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 an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=1b) 2=1271, 6=2650. 8) Girder carries tie-in span(s): 42-0-0 form 8-1-8 to 11-8-0 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3482 Is dawn and 1935 lb up at 7-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead t Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plp Vert: 1-4=-54,4-5=-54, 2-10=-20, 6-10=-748(F=-728) Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE N6.68182 'MiTek USA; Inc.PL Cert6634 �6904 Parkg East BIvtl.Tampa k81 810 Data: May 19,2020 •AWARN/NG-Verhytle9gnjus.teramed READ NOTES ON T111SAND INCLUDED MMI REF£RENCEPAGE MIL103. fO=Of56Ei USE Design valid for use only w as Mrrelea connectors. Thle deeign is based only upon parameters shown, and la for an indlvldual building mmponem, rat ��- a truss.,sthm. Before use, the building designer must verify Me eppllaabilllyof design parameters and property Inmrporale this design into the overall buildingdmign. Bracing indicated is to Prevent buckling of Individual Wee web andlor chord members only. Additional temporary and psamanenthretlng MiTek' a always required for stabilityandas prevent collapse with passible personal injury and property damage. For general guidaux regardng the fabdmtlon, storage, da'ivgerY mention and bracing oftrusses and buss systems. ase ANSWRI Quality GlMb, DSra-a9 smEcS1£uldng Component • S.Atylnfamraean awareblefmm Tmss Plalel.aE .21BN.Lae Str LSuite312Aleaandda,VAU314. 69MPrt EastB 69o4 Pane East Blvtl. Job Truss toss Typo Oty Ply 1 2349380 D03 Common Girder.9L [OT212WATERSTONET20251502 b Reference (optional) Buncers HMISDurce (Plant City, FL), Plant Clty, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 19 09:44:50 2020 Page 2 ID:9Bw560 W SAW DgVr6nU_a99jz45ThusCE24fHB.ifbNMi?ls?ZOsiY9G37rOE?y77gQ?zEaR LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 7=-3434(F) -A, WotRhusli Varlfy tln9gnparamerrs aNREAD NOTES ON THISANDINCLUbED MREN REFERENCEPAOEW7173 .1"Wil 6BEFORE USE assis Design vend fa use only wit Wei mnne ds. Thla design Is hazed only upon parameter show, and la br an IndNldual bullding component net �■' a buss system. Babes use, to building designer must verify to ii,11.bllity of design parameter and prpady Inmmorate arts design Into to aysmll `■ bulNNgdealgn, BmdnN diwtedisloprventbud4 goflndivldualWeawebenNo,dratdmembanonly.Additlenaltemparryandpemanentbradng M!Tek' Is sWivia re9ulyd bretabllityand as prmantcollapsa Wth possible personal Injury and plapeMdamaga Forgenerlguidancergardim is fabdra6on.sbrge,del M.ermanmdbrctgofbwswmd Wweyslems.see ANSMtf DuaIHy CAtnie,DSB.89mdBCSf Bugding Compmmt Sahfy Mpa magm mmUs le from TrustsPlate instate, 218 N. Lee Street Suits 312, Almaedtla. VA 22314. East 6904 Parke lvd. East B Tamp, FL Job toss Truss Type Qty Ply 1OT2/2 WATERSTONE T20257503 2349380 E7 JACK -OPEN TRUSS 28 1 Job Reference (optional) rrranr Cny, FL), Ilan, 'r , IL-eAoor, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 19 09:44:51 2020 Page 1 ID:9Bw56OW5AWDgVr6xU ag9jz45f!-MZcGQgvy[nS WHWZXoZ4EbRpJGCc5gBntNySzEziQ Scale=1:23.0 Plate Offsets (X Y)— 12:0-2-10 0-1-81 LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.18 4-7 .459 240 MT20 2441190 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 We 0.00 Hom(CT) -0.01 3 run Ids BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 24 lb FT=20% LUMBER- TOPCHORD 2x4SPNo.2 BOTCHORD 2x4SPNo.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Hom 2=278(LC 12) Max Uplift 3=-193(LC 12), 2=-217(LC 12) Max Gmv 3=181(LC 17), 2=336(LC 1), 4=122(LC 3) FORCES. (ID)- Max. Comp./Max. Ten. - All forces 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES. 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ftl Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedog2) -14-0 to 1-841, Interior(!) 1-8-0 to 6-11.4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 3) - This truss has been designed for a live load of 20.0psf 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 100 lb uplift at joint(s) except at=lb) 3=193, 2=217. 6) This truss design requires that minimum of 7/1 G" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetmck be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.88182 MiTek USA,1nc. FL Cat(6804, 89g4Parke East Blvd -Tampa FL7g610 Date: May 19,2020 `&WARNING-VerhydeamPammtereand READ NOTES ON TNISAND INCLUDED MREKREFERENCEP4GE1U4141,m1. 10d4.31,2015BEFOREUSE Design valid for use only vdth MITea connectors. This dasgn he based only upon parameters shown, and is for an individual building component, ant ��- truce syetem. Before use, Me building designer must verify Me amileabliy of design parameters and properly Incorporate Mis design into the overall buildingdesign. Omdrg indicatedietopreventbucOgofindMdual WsewebandlprdaMaemb wly. Additioraltemporzryandpermarmtroaarg MiTek' Is okays no,dredfarstabiliry and to provent.lispsewth possible personal Injury and parody damage. Fmgenaml guidance regarding the fabrication, storage, delivery, eren.n and bracing or trusses and truss systems, see ANSI/TPI1 Quality Crifevls, DS"9 andBCSI Building Component Saftnalattormartion available fan, Taes Plate lnstiNta 2la N. Lea Street. Suite 312, Aleaendda, VA 22314. e904 Parke East Blvd. Tampa, FL 36610 Job � Truss Truss Type Oty Ply LOT 212 WATERSTONE 2349380 E7P Jack -Open 4 1 Job Reference(optional)T20251504 .n .,=.n.n.y. o,u s mar u zuzu Mn ex Industries, Inc. Tue May 19 09:44:52 2020 Page 1 ID:gUt4suLKhSMvwtels xvQgyOsc?-rEJ?TIgXi3wJcgsOsH216HnmyDf—x3LIPRmVuzBiP Scale = 1:22.6 Plate Offsets(XY)— (2:0-3-80-1-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) pdefi L/d PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.91 Vert(LL) 0.19 4-6 >441 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.67 Vert(CT) 0.16 4-6 >510 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 3016 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=MechaniCaI Max Hoa 2=280(LC 12) Max Uplift 3=-188(LC 12), 2=-367(LC 12). 4=146(LC 12) Max Grev 3=148(LC 17), 2=336(LC 1), 4=139(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=4.2psf, BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18j MWFRS (directional) and C-C Extedor(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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 In uplift at joint(s) except Qt=lb) 3=188,2=367,4=146. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetmck be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. (Joaquin Yalsz PE No.68182:. 61Tek t1SA,TlIc FJ, Calf 6934 !6904 Parke E$sl Blvd. Tampa FL *10' Date: May 19,2020 ®WARNING -Venlydesignpar merseMREAD NOTES ON THISAND INCLUDED MunDr RUERENCEPAAGEMIIJQJ rev. 1dPoMOMBEFOREUSE Design valid for use onlyvnth Miele® mnnecton. Ttga desgn is based only upon parameters shovm, and is for an individual building component not a truss system. Before use, the building designer mustvenfy Me applicabilit ofdesgn parameters and property incorporate Nis design into the overall holdin9design. Brads, Indicated is toprevent bucklingof individual truss web andoscxvdmembers only. Additional temporary andpennanembreds, IsaWays MiTek' required for stability and to preventoollapsewith possible Personal injury and property damage. Forgeramiguidancersgardnythe famikabun,storage, delivery, ereMon and bracing of busses and truss systems, see ANSUTPH Quality Crller%a, DSB-89 andBCW Buildng Component Sarety /nlormagon available hom Tmss Plate lnstiWte, 216 N. Lee Street Suite 312, Nesandda, VA 23314. 69N Parke East Blvd, Tampa, FL 36610 T20251505 Truss 44-0 5-10.0 - - - 114-0 - - - 13-0-0 14-0 5-10-0 5-10-0 14-0 Scale-1:23.0 4.6 = 13 2x4 II 2x4 II 2x4 II ""' Plate Offsets(X,Y)— f2:0-2-0,Edgel,g:0-2-0Edgel LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Lfd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Ven(LL) -0.00 6 Nr 120 MT20 244/190 TCOL , 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 7 Nr 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Hoa(CT) 0.00 6 Na Na BCOL 10.0 Code FBC2017fTP12014 MatdxSH Weight: 51111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 cc putting. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid wiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-8-0. (Ib) - Max Hoa 2=-127(LC 10) Max Uplift All uplift 100 ib 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 250 Ib or less atjoints) 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 mof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps-,, BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. 11; Ezp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 1-8-0, Extedor(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 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 (name] to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-M cc. 6) This truss has been designed fora 10.0 psf bottom chard live load nonconcumant wfth any other live loads. 7)' 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. 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. Boma or other suitable treatment may be used If it does not carnage the plates. IfACQ, 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) Provide mechanical connection (by others) of "as to bearing plate Capable of withstanding 1001b uplift at joint(s) 9 except (it=1b) 2=217,6=217,10=175,8=175. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. 'Joaquin V@epPE No.681B2r 'MlTel{g5A;bmA—Beit5634, nolf P4}ke East B(vd.'Teinpa FL 7$810 Date:' May 19,2020 AWARNING- VarlydeslgnpaametersanoNEAD NOTESON TIIISAND INCLUDED MIFEKREFERENCEPAGEMII-7473,ev. 10V011013 BEFORE USE �- Design valid for use only WM MlTeM mnneatoel. This design Ir based orly upon parameters shown, and h for an Individual bullding component cot a buss system. Before use, Me building designer must verify Me applimblliry of design parameters and properly Incorporate Me design Into Me overall buildlio,design. Bredng indicated is M prevent imelding oftedividual Wss web mover chmd members only. Addihmml temporary and parmanentbmdrg WOW Ia aWays requlretl for stability and b prevent mllap pi WM possible personal injury and pelpery damage. For Darrell guldarca regarding Me fabdcoeon,storage, de8vwy. emcdonand bracing of Inesesand Wsaeyalmns,see ANSUTPI10ua111y CNlr/a,DSB49end BCSl Building Compenenr Blvd. e East B • So/eyleformegan ava8abte WmTelss PUt.l.,titute.218N.Lae Street,SUte312,Alexandda,VA22314. Tampa,was parks astB Job was Truss Type Oty Ply LOT 2/2 WATERSTONE 4 T20251506 2349380 F02 Common Truss 1 1 Jab Reference (optional) City, FL), Plant City. FL-33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 19 09.44:56 2020 Scale=1:23.2 46 = to 3x4 = 3x4 = Plate Offsets (X,Y)-- j2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 csl. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.05 6-12 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.34 Vert(CT) -0.06 6-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 4 Na No BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 461b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Hoa 2=-127(LC 10) Max Uplift 2=-357(LC 12), 4=-357(LC 12) Max Gray 2=504(LC 1), 4=504(LC 1) FORCES. (lb) -Max. Comp/Max. 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, 4-6=-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; 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 Ectedon(2)-1-4-0 to 1-8-0, Interior(() 1-8-0 to 5-10-0. Extedor(2) 5-10-0 to 8-10-0. Interior(1) 8-10-0 to 13-0-0 zone;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 par 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-M 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 100 lb uplift at joints) except at=lb) 2=357, 4=357. 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 sheetmck be applied directly to the bottom chard. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not Considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velei PE N6.88182 - MiTek U50.life: FLCelt 6674( �6604 P.1ka East Blvd. Temps FL Sy810' Date: May 19,2020 •®WARNING- waffydasignparnmerer..WREAD NOTES ON RIISAND/NCLUDED MIIERREFERENCEPAGEM11.7473 mv. 11YONNISBEPoREUSE. Dlrwnsnit.mr use o-sl wm The deign is based only upon pmametera shown, and Is bran individual building mmponart not Before bundler ys g designer must wnfylha applksbibyofdeen ri paramount and property incoramits the design into the well buildingdesign Bradng Indicated it to prevent b.Wag ofludbAdual Was web andlor Moth membersonly. Addionaltemporaryandpermanentbradng NOW IS always taloned for stability and to prevent collate. win Possible pemanal Injury and property, damage. Porgeneralguidanceregardingne fabrication, storage, delivery, erection and bracing of Wssea and bun systems, see ANSIRPII Quality Criteria, DSB49 and BCSI Bolding Camponenr Safaylnformab'on .v.H.blt tram Tman Plate Input., 218 N. Lea SoeeL Swt.312, Alexandria, VA 22314. fi9g4 Parke Blvtl. East East Tempe, FL Job Truss Type Oty Ply LOT 2/2WATERSTONE •Truss T20251507 2349380 H7 DIAGONAL HIP GIRDER 2 1 =,.-.------- 11 Job Reference o tianal last Cdy, FL), Plant City, FL-33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 19 09:44:56 2020 Scale=1:22.8 !1 , I 4$-6 53-7e LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (lac) I/de8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.07 6-7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.61 Vert(CT) -0.13 6-7 1936 180 BCLL 0.0 ' Rep Stress Inor NO WB 0.45 Hom(CT) 0.01 5 n1a r/a BCDL 10.0 Code FBC20177rP12014 Matrix-MSH Weight: 43 lb FT=20% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP Nc.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Hom 2=336(LC 8) Max Uplift 4=-309(LC 8), 2=-274(LC 8). 5=-103(LC 8) Max Gmv 4=305(LC 13), 2=412(LC 1), 5=335(LC 1) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-831/246 BOT CHORD 2-7=-501/780, 6-7=-5017780 WEBS 3-7=0/277, 3-6=-821/527 BRACING - TOP CHORD Slructuml wood sheathing directly applied ors-11-0 cc puffins. BOT CHORD Rigid ceiling directly applied or 7-10-10 cc bmcing. NOTES- 1) Wind: ASCE 7-10; Vuft=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); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=1h) 4=309,2=274,5=103. 6) In the LOAD CASE(S) section, loads applied to the face of the truss am noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-2=-54 Trapezoidal Loads (plo Vert: 2=0(F=27, 8=27)-to-4-134(F=40, B=-40), 8=0(F=10, B=10)-to-5=491 B=.15) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Yelei PE No.88182 MRek USA;ior.FVCart 663Q 'Iii Palk. East BIvd,TarriFL 33810� Date: May 19,2020 • AwmNING- Vnly, design woressolum and READ NOTES ON MS AND INCLUDED Mffi REFERENCE PAGE 110IJ473 rev.IM=015 BEFORE USE Design vuld for use only with MiTek® wnneM,e. This deal, Is based only upon parameters shown, and w for an Individual building component, net ��• a trues system. Before use, the building designer must ve,ify Ua epplkabilllyof dmgn parameters and properly Incorporate this design Into Pe overal buildingdesign. Bratlng Indicated is to prevent buckiing of lndlAdual teen web antler chofd members only. Additional temporary and permanenl brsdng Ia MiTek' always reyulredfvslability and b prevent wrapse with possible personal Injury and property damage. For general guidanceregardin9 the febtlwtien,storage,delivery,ereNonandbradagoftruseea an db,oaeystone's a ANSUTPIl Ovally Cdlede,DS8419.nd BC5l Bugdleg Component Safelylnfarmagon available from Truss Plate Institute, 21e N. Lee Street Suite 312, AleuMda, VA 22314. 6904 Parke East BIW. Tampa; FL U610 Job Truss mss Type Ory Ply LOT2/2WATERSTONE ' T20251508 2349380 H7P Diagonal Hip Girder 2 1 Job Reference o tional Builders F,rstSource (Plant City, FL), Plant Cry, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 19 09:44:57 2020 Page 1 ID:9Ut4suLKhBMvwtels_xvOgyOsc7-BC7tW TkgXbybiRkLfgdCOLUYEPMcF212jKhA5zE7jK 3x4 = Scale =1:72.7 5-2-5 4-7-11 032 LOADING (psf) SPACING- 2-0-0 CSI. in (lac) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.630.12 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.460.09 FDEFL*L 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.35 -0.02 5 r/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 43 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-5-11, 5=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-159(LC 8), 2=.624(LC 8), 5=-437(LC 8) Max Grav 4=124(LC 1), 2=517(LC 1), 5=330(LC 1) FORCES. (lb) -Max. CompJMax.Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-765/815 BOTCHORD 2-7=-894/693, 6-7=894/693 WEBS 3-7=-266/286, 3-6=752/971 BRACING. TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 5-8-11 cc 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); porch left and night exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcumentwith any other live loads. 3) ' This truss has been designed for a live load of 20.0psf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Referto girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at Joint(s) except (t=lb) 4=159, 2=624, 5=437. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31b down and 60 lb up at 1-5-12, 31b dawn and 6016 up at 1-5-12, 5 Its dawn and 87 lb up at 4-3-11, 5 Ib do" and 871b up at 4-3-11, and 37 lb down and 167 lb up at 7-1-10, and 37 lb down and 167 lb up at 7-1-10 on tap chord, and 11 lb up at 1-5-12, 11 lb up at 1-5-12, 5Is down and 4lb up at 4.3-11, 5 Ib down and 4lb up at 4-3-11, and 29 Ib down and 471b up al 7-1-10, and 2g Ib down and 471b up at 7-1-10 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead • Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4-54, 5-8=-20 Concentrated Loads (Ib) Vert: 13=-75(F=-37, B=-37) 15=-10(F=-5, B=-5) 16=-57(F=-28, B=-28) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 'Joaquin Velez PE No.68182- MRek USA, Inc. FL ceR 6634, :69,04 Parke East Blvd?bmpa fC37810' Dale: May 19,2020 ' &WARNING.V.,gedfaugnpanmetem.daIREAO NOTES ON WISANDINCLUDED MITEK REFERENCEPAGEM11.1473 re, 1W34!015 eEFOREUSE valid for use onlywiP Mlrek® wamWors. This design is hazed odyupon parameters shared, and 6 for an havidual building component, not OF e Weesystem.Bdoram.,Nebuildingdesignermustvedfyeraapphwbllityofdwa nparemet and WopeMinwrparate NladeslgnbWUreoverall bd3dingdesign.Brad, indicated is to prevent Welding of indiddual Was web andlor Nord mambas only. Additloral temporary and permanenlbradrm MiTek' Is always required red stability and to mevenl milapse wtb passible personal Injury and property damage. Forgeneudguidanceragardirg0a fabdaanpo,storage, dallverTd.0.0 and br..hg of trusses and buss eyatana, see ANSWPII Qualify criteria, DSB49 and SCSI Building Component SoNylnfemsethon availablebom Tme Plat.InstWte,218N.Lee Street,Sulte312,Alemndda,VA21314. 6904 Perk. East Blvd. Tampa, FL W610 Jab russ Truss Type pty Ply LOT 2/2 WATERSTONE ' T20251509 2349380 P03 Hip Girder 1 7 Job Reference (optional) imfboume (rlam Ivry, IL), nanl Illy, rL - Jabal, 8,240 s Mar 9 2020 Mnek Industries, Inc. Tue May 19 09.44:58 2020 Page 1 10:9U14suLKhBMvatels_xvQgyOsc7-fOgGkplllvgSKbJXDX9RLY1 pl efSyDBoN3FiYzEziJ 4-1 39-4 T41-0 im-O 13-0-0 16-2-12 z0-0-0 z1-0-0 4-0 3-91 32-12 3-0-0 3-0-0 32-12 39-0 1-0-0 Scale =1:36.9 Sag 9 3x8 = 5x6 O 3 18 4 19 5 3x6 O rao 2x4 11 3x4 = 3x4 _ 3x6 3-9-0 7-0-0 10-0-0 13-0-0 16-z-12 20-0-0 3-9-0 3-2-12-0-0 3-2-12 n.a-0 Plate Offsets (X Y)— I2:0-2-9 0-1-8j [3:0-3-0 0-2-71 15:0-3-0 0-2-71 (6:0-2-9 0-1-8] LOADING (pso SPACING- 2-M CSI. DEFL. in (loc) UdeO Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.33 8-17 >728 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.26 8-17 1910 180 BCLL 0.0 Rep Stress Incr NO WB 0.30 Hom(CT) -0.11 6 Na Na BCDL 10.0 Code FBC2017fTP12014 Matrix-MSH Weight: 941la FT=20% LUMBER- TOPCHORD 2x4SPNo.1'Except' 3-5: 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=04-0, 6=0-4-0 Max Horz 2=-149(LC 6) Max Uplift 2=-1884(LC 8), 6=-1909(LC 8) Max Gmv 2=1482(LC 1), 6=1496(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2.3=-2658/3321, 34=2336/3099, 4-5=-2362/3145, 5-6=-2689/3376 BOT CHORD 2-11=-2778/2306, 9-11=-3012/2485, 8.9=-3012/2485, 6.8=-2827/2334 WEBS 3-11=-10121775, 441=350/501, 4-8=-296/342, 5-8=-944/731 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-9-7 cc pudins. BOT CHORD Rigid ceiling directly applied or 2-11-15 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=i60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; 8=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=l.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except In=lb) 2=1884,6=1909. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 138 lb down and 245lb up at 7-00, 119 lb down and 23916 up at 9-0-12, and 119 lb down and 239 lb up at 10-11-4, and 214 lb down and 436 lb up at 13-0-0 on top chord, and 3581b down and 494 lb up at 7-0-0, 79 It, down and 89 lb up at 9-0-12. and 79 lb down and 89 Ib up at 10-11-4, and 358 lb down and 494lb up at 12-11-4 on bottom chord. The designiselection of such connection devlce(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) Or back (B). LOAD CASE(S) Standard 1) Dead • Roof Live (balanced): Lumber lncmase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13=-54, 3-5=-54, 5-7=54, 12-15=-20 Concentrated Loads (lb) Vert: 3=-119(F)5=-167(F) ll=-358(F)8=-358(F) 18=-119(F) 19=-119(F) 20=-57(F) 21=-57(F) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Jdaquin Velez PE No.68182- MITakUSA, Inc FliCart6634;; 6904Parka East B16d Tampa FL'8361d Dais: May 19,2020 • AWARNING-Vedry design panmelers a,dREA0 NOTES ON Me ANDINCLUDED Wear REFERENCEPAGEMIW473nv. 10AK32015 BEFORE Design valid for use anlye ith 1,10'eM9 ommedon. This design la based.my upon parameters shoe,, and Is for an Individual hurtling comweenq not truss system. Before use, the building designer must verify Me applirabilityof dosign Parameters and merely Inoorporatethls design into Me overall bulldingdoolgn.Entire lndleated is to prevent buckling oftellMduel huesweb andfar ahoN members only. Additional temponryand permanentbndng MiTek' U always required for stability and to prevent callapse WM possible personal injury and property damage. Fargenerel gultlerwe regaMing be fabtlwlbn, abrega delivery, erection and bracing of trusses and truss aysteme, see ANSI 1 Quality Crltale, D5BA9 and SCSI BuOdng Component Sehtyln/armedon evalable fiom Truss Plate InstiNle, 218 N. Lee Street, Suite 312, AlexaMda, VA 22316. 6904 Parke East BIM. Tampa, FL M610 Job Was Truss Type Oft, Ply LOT 2/2 WATERSTONE i T20251510 2349380 PO4 Hip 1 1 Job Reference (Optional) Ir;.,.!04, FL), mmntnry,rL- gas = 4x6 = 6.24U 5 Mar 9 2020 MI Tek Industries, Inc. TUB May 19 09.45:00 2020 4x6 = Sz8 NB = 4x6 = 3x4 = 3x4 = Scale-1:36.9 N 0 4 ij Plate Offsets (X,Y)-- (4:0-3-8 0-2-4j (5:0-3-8 0-241 (6:0-M 0.0-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (lac) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Ved(LL) 0.53 9-17 >455 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vet(CT) 0.44 9-17 1549 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) -0.03 7 r is n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 941b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.t WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=04-0, 7=0-4-0 Max Harz 2=184(LC 11) Max Uplift 2=.960(LC 12), 7=-960(LC 12) Max Grav 2=812(LC 1), 7=812(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (III) -Max. Comp./Max. Ten. -All fames 250(I1b) or less except when shown. TOP CHORD 2-3=-118212218, 3-4=971/2058, 4-5=-824/1865, 5-0=971/2058, 6-7=-118212217 BOT CHORD 2-11 =1 85611022, 9-11=-I 497/824, 7-9=-1882/1022 WEBS 4-11=-871/338, 5-9=-871/338, 3-11=-328/597, 6-9=-328/597 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=4ft; CaL II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 1-8-0, Inlerioul "-0 to 9-0-0, Exterior(2) 9-0.0 to 15-2-15, Interior(1) 15-2-15 to 21-4-0 zone; poroh left and fight exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate 9np DOL=1.60 3) Provide adequate drainage to prevent water pounding. 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) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) except (jt=lb) 2=960,7=960. 7) 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. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin yelem PE ND68182' MTpk USA,ine.k Cer(6634, 6904 Pirko East Elect7empi FL SJ618 Data: May 19,2020 -AWARNING - Varlrydealgn pemmare,xand READ NOTES ON MIS AND INCLUDED Ma EK REFERENCE PAGEMII-7473m,lavio"0I5BEFOREUSE Design valid far use only withMReI� mnneature. Thle deelgn If based only upon parameters shown. and Is for as IndMdual bu0ding mmpanent, not ��' a hosa system. Before use, Ns building designer must verify Me applicablliyof design pammeters and proryreth perly Incoota thin design into e overall bulld'mgdssign. BraclagIndicated lStoprevent beddingofIndividual Wssweb andorchoNmembersonly. Additional temporary and permanent brad, _ MiTek Is always re9ulreltorstability and to prevsntcallapse with Feasible personal injury and property damage. ForgenemlguMancemgardirglbe rebrlastbn, storage, delivery, srecdon end bracing of"sari sad truss systems, see ANSWPll Qualify Crlferla, DSB49 end SCSI Bargain, Component 6904 Fake East Blvd. SatelylnrommUse available from Truss Plate Institute, 218 N. Lee Steel Suite 312. Alexandria. VA 4314. Tampa, FL M610 Tmss Truss Type Oty Ply LOT 2/2 WATERSTONE LJob r Tz6zs1s11 2349380 PBt Piggyback 3 1 Job Reference (optional) uullaers -imicource Plant City, FL), Plant city, FL-33567. 8,240 s Mar 9 2020 MiTek Industries, Inc. Too May 19 09:45:04 2020 Page 1 ID:9Bw560 W 5AW DgVr6xU_aggjz45f!-UY2X?sg3ulQc2 WnhZoFrbpHw23teIU83AIXZwBzEziD 4x6 = 2x4 = Scale=1:17.1 LOADING (psi) SPACING- 2-0-0 Cat. DEFL. In (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.45 Vert(LLi 0.01 5 Nr 120 MT20 2441190 TCDL 7.0 Lumber DO L 1.25 BC 0.16 Ved(CT) 0.02 5 rur 120 SCLL 0.0 ' Rep Stress Incr YES WB 0.08 HOR(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 31 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2-81 4=8-1-6, 6=8-16 Max Hom 2=83(LC 11) Max Uplift 2=-175(LC 12), 4=A75(LC 12), 6=-92(LC 12) Max Grav 2=186(LC 1), 4=166(LC 1), 6=292(LC 1) FORCES. (Ib)-Meet. Comp./Max. Ten. -All forces 250(I1) or less except when shown. WEBS 36=-191/253 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=l60mph (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 Exley or(2) 0-4-3 to 3-4-3. Intedor(1) 3-0-3 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 farces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 5)' This truss has been designed for a live load Of 20.01 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 I6 uplift at joint(s) 6 except at=lb) 2=175,4=175. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Jdii in yelaz PE N6.68182 MTaic 1I% Ire; FL Cart6034, '6g04_PzIS East Blvd.dempa FL3381l) Data: May 19,2020 • AWARNINO-Verlrydeslgnpamerelers anal NOTES ON THISANDINCLUDED MREKREF£RENCEPACEMI1-74Aree 1=2200BEFORE USE wiewe Design valid for use only Won Mirelc® mnneMre. This design is based only upon parameter shown, and Is for an Individual building component net ��• a buss suse, system. Before e, Me bi i, ing Moo nermuat verify Me apppoabl4tycf deegm e parameters end properly Ingdate Nis design Into Me overall buildingdesi among indicated is to prevent butldir,idedwidual buss web and/or dmN members only, AdditlonallemparejaMpermanentbmerg MiTek' Is pleases renamed for stability and N prevent ddi wiM possible personal Injury and property damage. Fofgenealguldenee"arem Me headsets , storage, delivery, erection and bracing of Imasea and muss systems, pea ANSITPH county CrdeNa, OSB49 antlBTSI Budding Component Sefely/nydrmadon available ram Traps Plana InatihAm,, 218 M Lee Street Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL U610 Job Truss Truss Type Dry Ply LOT 2/2 WATERSTONE T20251512 2349380 PB2 Piggyback 2 1 Job Reference re0t'ena11 builders FXIASource (Plant City. FL), Plant Clty, FL - 33567. 8.240 s Mar 9 2020 MTek Industries. Inc. Tue May 19 09:45:07 2020 Page 1 ID:gBw56OW5AWDgVr6xU_a99jz45Ra7jfdusxAgcBv_VGFwpYCSvVRGvby2VsGIDW WzEziA Basic=1:17.0 4x6 = 3 4x6 = a 7 2x4 = 2x4 II 2x4 It 2x4 = LOADING (psf) SPACING- 2-0-0 CS'DEFL. in (loc) BdeFl L/tl PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Ved(LL) 0.00 6 rdr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Ved(CT) 0.01 6 n/r 120 BCLL 0.0 ' Rep Stress Inor YES We 0.06 Horz(CT) 0.00 5 me n/a BCDL 10.0 Code FBC2017RPI2014 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 joint(s) 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. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10-04 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-secand gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=4511; L=2411; eave=4ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-3 to 3-4-3, Intedor(1) 3-0-3 to 4-M, Exterior(2) 4-0-0 to 9-7-13 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 pending. 4) Gable requires continuous bottom chord bearing. 5) Thistmss has been designed fora 10.0 psf bottom chord live load nonconcurre rtwilh any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at joint(s) 8, 7 except (jl=lb) 2=144, 5=144. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base Imes as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaguin Velez P4 No.68182 wok UBAjInc. FUCart 6934; 6904 Parke East Bivd.dampa PL,3 lift' Data: May 19,2020 • AWARNING• yedrydaslgnearametersarMREAD NOTES ON TMSANDINCLUDED MITEKRE£ERENCE PAGEMIIA473 rev. IMM015 BEFORE USE D®ign valid for use only with MTek@ conneobrs. The deagn is based only upon parameters shown, and Is for an individual building component rot ��• a buss system. Before use, fie building designer must verify Na Wpbnbipty of design pamanders and properly Incorporate his design Into the overact buildingdesign. among indicated is to prevent bucking ofindwidual""and, andiorcboN manbers only. Addionat temporary and permanent bracing MTek• a aneaya reauped for stability and to prevent collapse with possible personal Injury and pmpedy, damage. Fafgenersl9uidance regardi,g th fehdwibn, sbrage,delivery.erecfion and brazing of busses and puss systems, see ANSUTPI1 Quality Criteria, DS949 and Bost Building Component Status Parke East Blvd. Seferylnrmmap'on avallado been Tress Plata Institute,218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa,R 36610 Job Truss Truss Type Oty Ply 4 T20251513 2349380 PB3 Piggyback 2 7 LOT212WATERSTONE Reference fnnrnnall •v+. ••+..s��•,.c t,-,a,,, ,-„y, r•t, 1-6.1 OR,. FL-33ZG,, a.<YV a MLr Y CUCV iICa mducirl2s, in.. 1118 May i9 09.45 O LGLU rage 1 ID:9Bw560 W 5AW DgfVr6xU_a99jz45f7JiPoFwgTbBlmREm3MFg4XOTU.8BAyYE_t7mEzi7 10-0-0 t z-oa 6-0-0 z-0-0 Scala=1:17.0 3.4 — 3.8 II 3.4 = ::::••..:..'.•.::4•'.•::.::.:.:..:•::•".•:.::•...:'.-vv.-ra•-•-..r::.••4.4"4•'..:•}:•:.Y.•:.:•'a•::::•::❖:•::::::••.•:::ti❖:•:4: _ _ 2a4 = 2ol = Plate Offsets(X,Y)— 13:0-2-0,0-2-81,[5:0-2-0,0-2-81 LOADING (psf) SPACING- 2-M CSI. DEFL. In (too) Well Uri PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 7 Nr 120 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.00 7 nlr 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 6 n/a file BCDL 10.0 Code FBC2017rTP12014 MatrixSH Weight: 281b FT=20% LUMBER- TOPCHORD 2x4SPNo.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=8-1-6, 6=8-1-6, 8=8-1-6 Max Holz 2=.30(LC 10) Max Uplift 2=-152(LC 12), 6=-152(LC 12), 8=209(LC 8) Max Grav 2=180(LC 1), 6=180(LC 1), 8=303(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) 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=-2021352 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc During. 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.Opsb h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Ezp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteder(2) 0-4-3 to 6-2-15, Inledogl),6-2-15 to 8-0-0, Extedor(2) 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) Provide adequate drainage to prevent water policing. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 6) • 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joinl(s) except (jt=lb) 2=152,6=152,8=209. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE Na88182 MiTek USA; Inc.EL CeR 6634, 6904 PaiEnt Blvd. Tampa FL 76610 Bale: May 19,2020 •AwARMND-Verily design weanerans and READ NOTES ON MIS AND INCLUDED M?EN REFERENCE PAGE AN-7473 rev. fw=Of30EFORE USE Design valid for use only with MTeM connectar. India design is based only open parameter shown, and Is bran individual building component not �'- Ouse system. Before use, Me building designer must verity Me applicability of design parameters and properly Inoonorate this design inb the overact bakfingdedgn.Brd„g Ndiratedblo prevent bucklNg of indrvldualWvwebandlordwN member only. Addidmultemlmrryendpmmanentbrd,g WOW a aNnt a regained far stabelty and to prevent collapse with possible personal Injury and property damage. Fargenmal guidance rgmdng Me fabdrzdon,stor9e, datexy,erectionandbradngofwsseaand hose systems, sea ANSUPIIDusllly Criteda,D5889ond BC5l Building Component Sa/erylnfmma0en available from Tmss Plate Inatdute, 218 N. Lee Street, Suite 312. Alexandra. VA 22314, 69N Parke East Blvd. Temps. FL 36610 Symbols PLATE LOCATION AND ORIENTATION 44""� 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. For 4 x 2 orientation, locate plates 0- "u," from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated symbol shown and/or by textth in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIITP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System I I dimensions shown o cale)ixteenths (Drawings not to scale) 2 3 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311, ESR-1352, ESR1938 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 ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced busses. 4. Provide copies of this buss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane aljoint locations are regulated by ANSVTPI 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 Indicated are minimum plating requirements. 12. Lumber used shall be ofthe species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or pur ins provided at spacing Indicated an 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. De not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPI 1 Quality Criteria. E