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HomeMy WebLinkAboutTrussrl=Ds ENOINEERINO AB6CCIATE6 May 14, 2020 Building Department 249 Maitland Avenue, Suite 3000 Altamonte Springs, Florida 32701 P: (321)972-0491 1 F: (321)972-0484 1 E: info@fdseng.com Website: www.fdseng.com Ref- Adams Homes Lot: Lot 4 Blk. 2 Subdivision: Fort Pierce - Waterston Address: 8313 Cristelle CIL Model: 2265E LHG KA # 20-3291 Truss Company: Builders First Source Date of drawings: 5/5/20 Job No.: 2334450 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern,. RECEIVED JUN 12 2'020 Permitting Department St. Lucie County We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the.design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not it a�eiW ea}}yrD�� ���� P pBLO TO J� Sincerely, �v�SGEIJ"C 9�Smaa tvo 8 8 4 3 r v ST IE OF `; Qom. P : • a�� 5/14/2020 Carl A. Brown, P.E. Luis Pabjl tia- sFIfyl re u�.`� Todd M. Bom, P.E. FL. # 56126 FL. # 8786�4�11eaaatst-' FL. # 82126 -1 "Doing Business with a Service Mindset and an Eye for Detail" _ IA I Is Elm i■ I � !I■ �.e.a ®!l■ Is ��1�1►iGr FAR �,� ®iii iir® FIN, �,1� ■1®ii���i■.Ili..■11;'®��f�A VA CONNECTORS SCHEDULE ROOF TRUSS 0 ID MODEL ROOF UPLIFT SYM 0 A' LUS241JUS24' 895/835 490/510 nw 3 A HTU26 / THD26 3600 / 3470 1555 / 2330 JN 0 B HTU28'I THD28 468015040 2140 / 2330 ue 0 C HTL126-2 / TH026.2 3600./3365 2175 / 2340 Jw 0 D HTU28-2 / THD28.2 4680 / 5005 3485 / 2696 30 0 E HGUS2&2 / THDH26.2 620 / 5245 2755 / 2346 J d 0 F. HGUS28.2 / THDH28-2 7460 / 0026 3235 / 3330 J if 0 G HGUS2"/THDH26-3 6230/5245 2155/2340 Jm 0 H HGUS28-3 / THDH28-3117460 / 7835 3235 / 4370 J Ion 0 J THASR-1-29 / 9100 / 8990 4095 / 4370 J u 28 3X8NOP El Rnicxed and Append ❑RcvheadRcsubtmr ❑Rcsicxodssith Nomtiom ❑NclRnieued(smeeplmlim) Correctiom or casv¢au mode os Nwaasat cubmilteh or shy dnniogs diom, IN, Rvicw do cotR iew commcwr fiovt oom,limee cith m4usoaah of dw dmwinv and vccifamimR This abeA is only for mim of scccul condmannueae with the wnayt of the pmjmt and gexral oci pliava with dw mfomwion ghsn in the contract documents, The convenor is res,omiblc for conGr®og and cmRlafing allquamiWis and dio»Giom; Jatiae Chic PP. and uc1c iqun ofa. mmuatim;-wmdinating his cost aid. thatofaR odex nmyym Perfnumn, he usrk is a d'ecrd mtisfacory morn FDS ENGINEERING ASSOCIATES IT. - Daze 05J140020 III, 'SubmittalNo.; IYojat Na: 2W291 Pmtost pov T'mjm Nam: Adwas Hama -FL Pisa - Watcnimw lot 4 RL CAUTION!! N7 NOT ATTEMPT TO 'ERECT RUSSES WITHOUT REFERRING TO 'HE ENGINEERINGDRAWINGS AND ISCI411 SUMMARY SHEETS U.I. PERMANENT BRACING MUST BE N' PLACE PRIOR- TO LOADING 'RUSSES. (ie. SHEATHING, :MINGLES, ETC.) 1LL INTERIORBEARING WALLS LUST BE IN .PLACE PRIOR TO NSTALUNG TRUSSES. tEFER TO. FINAL ENGINEERING 1HEETS FOR THE FOLLOWING. WUNG NUMBERSCHEDULE OF GIRDER FLIES AND 0 BEARING BLOCK REQUIREMENTS. i) SCAB DETAILS (IF REQUIRED) 0 UPLIFT AND GRAVITY REACTIONS. . WARNING Backcharye3 Will Not Be Accepted Regardless of Fault WMout Pdor NotUieation By Customer WMIn 46 Noun And Inwaggation By Bu Iders First Scums. NO ENECPTIONS. he General Contractor Is Responsible 'or All Connections MarThan Truss ROOF RICH: M12 CEILING PITCH: 3113 TOP CHORD SU:E 21( 4 BOTTOM CHORD SQE 2 Jl4 OVERHANG LENGTH: IV END CUT: Plumb CANTILEVER — MUSS SPACING: 2C BUILDING CODE FBC2017 .Hatch Legend 8'-0-BEARING IOWBEARING 11'-4 BEARING 3. �\Bwl ders . Ffstso��ce u08 Airport Road Plant City, FL 33583 Ph. (813) 305.1300 Fax(813)305,1301 Lumber design values are in accordance with ANSI/fPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 2334450 - LOT 4/2 WATERSTONE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2334450 Model: 2265 lampa, FL 33610-4115 Lot/Block: 43923 Subdivision: Waterstone-St Lucie County Address: 8313 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/TPI2014 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 38 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 T20138260 A 5/5/20 15 T20138274 C3 5/5120 2 T20138261 Al 5/5/20 16 T20138275 C3V 5/5/20 3 T20138262 A3 5/5120 17 T20138276 C5 5/5/20 4 T20138263 A5 5/5/20 18 T20138277 C5V 5/5/20 RECEIVED 5 T20138264 B7 5/5/20 19 T20138278 D7 515/20 6 7 T20138265 T20138266 B9 B11 5/5/20 5/5/20 20 21 T20138279 T20138280 D9 D11 5/5/20 5/5/20 JUN 12 2020 8 T20138267 B13 5/5/20 22 T20138281 D13 5/5/20 9 T20138268 B15 5/5/20 23 T20138282 D15 5/5/20 Permitting Department 10 T20138270 B19 24 20138284 St. Lucie County 11 T20138269 B19 5/5120 25 T D19 515120 12 T20138271 B21 5/5/20 26 T20138285 D21 5/5/20 13 T20138272 C1 515/20 27 T20138286 E7 5/5/20 14 T20138273 C1 V 5/5/20 28 T20138287 EN 5/5/20 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 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIfrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs Into the overall building design per ANSVTPI 1, Chapter 2. May 5,2020 \ Velez, Joaquin 1 of 2 :y RE: 2334450 - LOT 4/2 WATERSTONE MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2334450 Model: 2265 B Lot/Block: 43923 Subdivision: Waterstone-St Lucie County Address: 8313 Cristelle Ct., . City: Fort Pierce State: FL No. Seal# Truss Name Date 29 T20138288 FG 5/5/21 30 T20138289 G 5/5/21 31 T20138290 G1 5/5/2( 32 T20138291 GX 5/5/2( 33 T20138292 M 5/5/2( 34 T20138293 MX 5/5/2( 35 T20138294 PB 5/5/2( 36 T20138295 PB1 5/5/2( 37 T20138296 R7 5/5/2l 38 T20138297 VR7 5/5/2( 2of2 Job 1 Truss Truss Type Qly Ply LOT412WATERSTONE T20138260 2334450 A PIGGYBACK BASE TRUSS 4 1 Job Reference (optional) ,a �,mwuww lnanwny,ry, nem ury, rr.-moor. V five 6.00 12 6 4x6 i 5 26 5,16 4 4 2x4 \\ 3 1.5x8STP=�5 7 1 2 5x6 = 28 29 16 15 3x6 = 18 3.4 = US = 6.8 = O.4av b rner a 4u4u MI I ex IroUsmes, me me may D mas:n zuzu 5x6 = 7 5v6 8 2x4 i 9 1.5x8 STP = 27 Scale=1:79.9 10 g 1{d q 30 14 1331 32 12 IN 3.8 = 3.6 = 3x4 = 3x6 = 8-9E 8-1,1-0 17 j 25-e-0 343-0 42-7-e NAA n-A.G Gd-O Plate Offsets (X Y)- [2:0-6-0 0-0-61 [4:0-3-00-3-01 [6:0-3-00-2-01 [7:0-3-00-2-01 [8:0-3-0 0-3-01 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.37 18-21 >281 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.2818-21 >378 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Ho2(CT) 0.07 10 Na n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-MSH Weight: 2371b FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SP N0.2*Except* 4-18:2x4 SP ND.3 WEBS 20 SP No.3 REACTIONS. (size) 2=0-8-0, 18=0-3-0, 10=0-7-8 Max Hoa 2=.421(LC 8) Max Uplift 2=-460(LC 10), 18=-829(LC 10). 10=-662(LC 10) Max Gmv 2=394(LC 19). 18=1738(LC 15), 10=1427(LC 16) BRACING - TOP CHORD Structural wood sheathing directly applied or3-6-12 Be puffins. BOT CHORD Rigid ceiling directly applied or 444 oc bracing. WEBS 1 Row at midpt 5-17, 6-16, 8-14 FORCES. (lb) -Max. CompdMax.Ten.-All farces 250(lb) or less except when shown. TOP CHORD 2-3=-360/488, 3-4=-278/422, 4-5=-233/472, 5-6=-1469/1222, 6-7=-1377/1172, 7.8=-1574/1202,8.9=-2330/1438, 9-10=2565/1539 BOT CHORD 2-18=-378/229, 17-18=-1592/664, 4-17=-313/240, 16-17=-642/1332, 14-16=-480/1269, 12-14=-907/1751, 10-12=-117612232 - WEBS 3-18=-276/385,5-17=-17731742,5-16=0/258,6-14=-78/396. 7-14=-203/428, 8-14=-723/537, 8-12=-89/487, 9-12=-345/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0. Intedor(1) 2-8-0 to 15-4-2, Extedor(2) 15-4-2 to 31-6-8, Interior(1) 31-6-B to 40-0-0, Extenor(2) 40-0-0 to 44-0-0 zone; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joints) except Qt=1b) 2=460, 18=829, 10=682. 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 110;681112: MTek USA, Ina.FL Cart e634r . 69U Parke East Blvd..Ti mpa FL3j61br Date: May 5,2020 A WARNING- Vetlydadenpanmsans- al NOTES ON TNISANDINCLUDEDM?EKREFERENCEPAGE69l-7,73.1 14110Y10159ET-0RE USE as Design valid far use onlywith MTek® wnnsfors. This design is based any upon pa2matere shown, and is for an Individual balding component net a Wss system. Before me, the building deslgnermust verify the appliwbiliyaf design paremetas and property incorporate this design Into Meoveral buikling design. Bracing indicated is to prevent budding of individual truss web andlor dram members ony. Additional tornorery and permanent bra8g MiTek' at always required for stability and to Prevent collapse With ppasble pasanal Inluyand pmPoAy damage PorgeneralgWdanceregarding Ne fabripalmn, storage. delivery, enation and bracing of Wsses and Was eyslans. see AN51?Pll Ovalfy Clltald, OSa-09 endBC5l Building Component Se/ ylnlmmaflon avalablo hem Truss Plate lwSWte, 210 N. Lea street Butte 312, Alexenone. VA 4314. 6904 Parke East Blvd. Tampa, PL W610 Job v Truss rasa Type Oly Ply LOT 4/2 WATERSTONE T20138261 2334450 Al PIGGYBACK BASE TRUSS 1 1 Job Reference (optional) =m�eou nnw..ors tnam Illy, rL). rlanr Illy, rL-aaov, J 6.00 12 4x6 i 4 6x12 MT23 i a.:i a Mar B zi MI I eK ID:6gDICH2OVegiNklsxoNemzyuULB-P4VI 25-8-0 I 31-5-12 45 5-9-12 5x6 = 5.6 = 5 6 Suit A�� 7 1.5.8 STP =20 6 }k 1 2 5x6 = 27 28 15 29 14 a 3x4 = 3x6 = 17 aw = e� II 30 73 31 12 11 3x8 = 3x6 = 3x4 = Inc. Us May 5 13:33:12 2020 Page l 2x4 i 8 1.5,3 STP = 26 8-0-12 I is-10-6 I 25-8-0 I 34d-0 42-74 Scale=1:79.9 910 1 3x6 Plate Offsets (X Y)— [3:0-6-0 Edgel [5:0-3-0 0-2-01 [6:0-3-00-2-01 p•0-3-0 0-3-01 [17:Edge 0-3-81 LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Ven(LL) 0.34 17-20 >276 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 VerICT) 0.2617-20 >363 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.09 9 Na No - BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 230 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 3-17: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 17=0-M, 9=0-7-8 Max Horz 2=421(LC 8) Max Uplift 2=-086(LC 10). 17=-866(LC 10), 9=685(LC 10) Max Grav 2=330(LC 19), 17=1775(LC 15), 9=1448(LC 16) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-037/453, 34=-278/346, 4-5=-1580/1229, 5-6=-1425/1181, 6-7=-1628/1211, 7-8=-2375/1448, 8-9=-2610/1549 BOT CHORD 16-17=-1779/948, 3-16=478/434, 15-16=-664/1475, 13-15=-495/1344, 11-13=-916/1795, 9-11=-1185/2273 WEBS 4-16=-1921/899,4-15=-30/256,5-15=-133/323, 5-13=-78/370, 6-13=-213/461, 7-13=-718/538, 7-11=-89/478, 8-11=-346/295 Structural wood sheathing directly applied or 3-6-5 oc purling. Rigid calling directly applied or4-M oc bracing. 1 Row at micipt 4-16, 7-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-44 to 2-841, Interior(1) 2-8-0 to 15-4-2, Exterior(2) 15-4-2 to 31-6-8, Intedoil 31-6-8 to 40-0-0, Exterior(2) 40-0-0 to 44-0-0 zone; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf an 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at)oint(s) except (t=16) 2=386, 17=866, 9=685. 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 yalmi, 1110:88182-: It Tek USyq Inc. FL'Cart ii '6904 Parke East Blvd_Tampa FL 37810' Dale: May 5,2020 AWARNING-V¢HrydesignparemararaandREAD NOTES ON THISAND INCLUDED MITEKREFERENCEPAGE 11111-7473. 1041320/a BEFOREUSE A sess�• Design validfarairsom with MReKe)mnnecmn.T5ls designlsbaeed oN u te,eshawn, and lafaran lnirmlialburiin pen Pamme 9mmponeovend atrusae lem. Beforeuse, Me leading designer t n e Neappllras tl®19npamm Intoaent irand enarucding ffy vof is nly. Adrty members only. to iM6tleand l4uaaweburyan tl,ardmy bratlrg bra sinays ngtlesl9n.Brad,glndkatnd _ WO Is to preveventbuddi Will damae.For gmandltemncereldpermanent laaomcmestorage,delabaity salable and property damage. reluctant adbrcogor v a paandgrae,mnalrs, nool fabnwrioncannafga, dtlivery, emcdon antl bracN9 of Wssm and Waa ¢Ntema, see ANSNPllOuallry Cattle, OSB29 and SCSI BuIIdln9 Component see uldify Winds, DSB Salerylnrwmaflon evallable fiom Tmm Plate lnaeW[e, 21B N. Lee atree4 Suite 3l$Alexantltla, VA 22314. fi9WPahe East BWtl. Tampa. FL 36610 Jab T uss Truss Type Oly Ply LOT4/2WATERSTONE jAr.3 T20130262 2334450 PIGGYBACK BASE TRUSS 1 1 Job Reference (optional) uneers ruaraource team Uny, rL). Plant cny, Pi_ -43bby. 1 1-0-0 1213-f0-6 -0-0 1 .21 6-9-2 6.00 12 46 4 25 6x12 MT20HS G 3 1.5x8 STP =20 6 a 1 2 4xfi = d 17 3.6 = 4x6 II d.Z4U s Mar 9 ZUZU MITeK 5x6 = Sx6 = 5 6 5x6 7 15 27 14 28 13 29 12 30 11 3x4 = 4x6 = 3x8 4.6 = 3x4 Inc. Tue May 5 2x4 a 1.5x8 STP = 26 6-12 71-0 LM i 25d-0 F 343-0 42-7-8 Scale =1:79.9 �\910 Iv 3x6� a �N Plate OHsets(X,Y)— f5:0-3-00-2-01 f6:0-3-00-2-01 (7:0-3-0030] [17:Edce03-8] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Bdeft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 VerhLL) 0.21 17-20 >401 240 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.5813-15 >734 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress lncr YES WB 0.74 Horz(CT) 0.09 9 Na nla BCDL 10.0 Code FBC20171TPi2014 Matrix-MSH Weight: 230 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' 3-17: 2x4 SP No.3, 14-16,12-14: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (sae) 2=0-8-0, 17=0-3-8, 9=0-7-8 Max Ho¢ 2=-421(LC 8) Max Uplift 2=351(LC 10), 17=854(LC 10), 9=699(LC 10) Max Gmv 2=307(LC 19), 17=1731(LC 15), 9=1479(LC 16) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-2-11 oc bracing. WEBS 1Raw at midpt 4-16, 5-13, 7-13 FORCES. (Ib)-Max. CompJMax. Ten. -All tomes 250(lb) or less except when shown. TOP CHORD 2-3=-355/434, 3-0=-301/295, 4-5=1764/1340, 5-6=1492/1215, 6-7=1703/1249, 7-8=-2438/1489, 8-9=-2674/1589 BOT CHORD 16-17=-1733/951, 3-16=-463/404, 15-16=-768/1698, 13-15=-54611435, 11-13=-952/1857, 9-11=1221/2330 WEBS 4-16=2045/1002,4-15=-105/315, 5-15=-211/431, 5-13=-77/384, 6-13=-237/512, 7-13=-711/541, 7-11=-92/466, 8-11=-347/293 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=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Este C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exte lor(2)-1-4-0 to 2-8-0, Interior(l) 2-8-0 to 15-4-2, Exterior(2)15-4-2 to 31-6-9, Interior(1) 31-6-9 to 40-0-0, Extedor(2) 40-0-0 to 44-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 6)'This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by2-M wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=351,17=854,9=699. 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 MTek USA; Inc. FL Cart 6634 6904Pai"Eail Blvd.Timpa FL 33810 Data: May 5,2020 AWARNING-wedryde9gnparassams.ad READ NOTES ONTMSAND INCLUDED MHEKREiERENCEPAGEW7473 mv. 1040=015 BEFORE USE ' Design vardfar uss only with MlreF® manealem, Mus, design Is based only anlndivldu,11sedsgwmppne gn yuponpan a Wase tam. Before use, the buildingdesigner panameho and properly ovar goer must wady Ne appilwbi4ry ofdasign parametara end property incorporatethix,.rd cos mMeoverap When r Brad gaf individual Waa we afwrdmmnbme only.r enant brad,g le Covent peed MITeW Is afwa for anatabildiyand collapse and property damage. general guidpamryearaing juryan d SNe lyendfo Dandbrc.hgo With poandr yon, m fabrication, sbrego. delivery, erecdan antl bracing v/Wawa end Waa myalmns see AN51/JPIf quality Crlbrla,OSB-89 endeCSl eullding Component ft.runs s,. Fahey crons,E S-89and systems, Sarerylnl a0on ovaileble Gem Tmv Platelnaelute, 2laN. Lee Street, Suite 3l$Alexandda, VA 233/4. 8904 Pake East BIM. Tampa.R U610 Job 1 ss Truss Type city Ply LOT 4/2 WATERSTONE LA5 T20138263 2334450 PIGGYBACK BASE TRUSS 1 1 Job Reference (optional) 4 6.00 12 5x8 i 26 4 5x6 G 3 1.5.8 STP I$'7 1 2 3x4 = 16 56= 18 3x6 = 3x6 II Sid = 5x6 = 5 6 5x6 7 15 14 28 13 12 29 30 11 Us = 3x4 = 3xB = 4,6 = 3x4 = ma lue may 0 ia:a3: 10 zom rage 2x4 of 8 Scale=1:82.6 1.5x8 STP = 27 910 1: a �ry 3x6 5-it-0 6-3A 13-]-12 21-01 25A-0 343-0 L-7-6 1 Plate Offsets (X,Y)— 13:03-0,03-01. (4:0-4-0,0-3-0) (5:08-00-2-81 f6:0-M 0-2-01 17:0-M 0.3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.21 11-13 >999 240 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.4211-13 >999 180 BCLL 0.0 Rep Stress Inor YES WB 0.89 H0rz(CT) 0.09 9 Na n/a BCOL 10.0 Code FBC2017rrP12014 Matrix-MSH Weight: 238 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP Na.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 3.18:2x4 SP No.3 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 18=0-3-8, 9=0-7-8 Max Horz 2=-421(LC 8) Max Uplift 2=314(LC 10), 18=839(LC 10). 9=715(LC 10) Max Gmv 2=270(LC 19), 18=1697(LC 15), 9=1475(LC 16) FORCES. (lb) - Maxi. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 23=371/453, 3-4=-1984/1303, 4.5=-1651/1256, 5-6=1466/1259, 6-7=-1679/1298, 7-8=-2441/1530, 8-9=-2675/1631 BOT CHORD 17-18=-1702/952, 3-17=-1641/988, 14-16=-880/1848, 13-14=.587/1487, 11.13=-992/1866, 9-11=-1258/2329 WEBS 3.16=-804/1654,4-14=-040/355,5-14=-138/386,5-13=-158/271, 6-13=-257/507, 7-13=-732/536, 7-11=-85/498,8-11=-342/294 Structural wood sheathing directly applied or 3-5-15 oc purlins. Rigid ceiling directly applied or 43-5 oe bracing. 1 Row at midpt 4-14, 5-13, 7-13 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, BCOL=5.8psf, h=15ft; B=45ft; L=40ff; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-1-4-0 to 2-8-0, Inledor(1) 2-8-0 to 15-4-2, Exleriar(2) 15-4-2 to 31-6.9, Interior(1) 31-6-9 to 40-0.0, Exterior(2) 40-0-0 to 44-0-0 zone; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This these has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) 2=314, 18=839, 9=715. 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. Joa fiffirguin ybibz PE ND.611182, gk USA Iqc. FL Cert GBU 6904 Parke East Blvd.,Tampx Fl.1*0 Data: May 5,2020 ®WARNING-Vevlfy design parmeteve apdREAD NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MIW4ta rev. IMWO15 BE REUSE Design valid for use only with Mffek®wmecto s. This desire is based onlyupon parameter shown, and 6 for an Ndwidual balding component, rot ��• a Was system. Befars use, Me building designer must vedfy Me ayplicaluddy of dealgn parameters and property Inmgorate ma design Into Me overt building deogn Bredng Indicated is to prevent budding of Individual buss web an&orM,ofd member only. Additional lemporery and pemlanent beady _ MOW always r4ubed forstability and to prevent collapse wish pmsible personal Injury end property damage. Forgeneralguidanceregardy Me fabdramn, abnge, delNery,ereNon and braung of buaaes and Wsa syatema,see ANSVrP110ualilypdf✓Ie, OSBA9 antlBC5l Bulldiy Component Selefyfnformatfan available from Truss Plate Imatute,218 N. Lee Sbeet Suits 312, Alexandria, VA 22314. 69N Parke East Blvd. Tampa,R U610 Jab 1 Truss Truss Type city Ply LOT 412 WATERSTONE T20138264 2334450 B7 HIPTRUSS 1 2 Job Reference (optional) ounaers rlrstsource(Piant city, rL), Plant ury, rL- ;faoul. 4 San 6.00 12 4 2x4 3 1.5,8 STP = 2 6.24U 5 Mar 9 ZUZU MI I all InauStaes. InC. 1 us May 5 13:33:26 2020 Page 1 3.8 = Sx6 = 3.6 = 5xe = 6xg 28 29 5 3D 31 32 33 2,46 35 36 37 387 39 40 41 42 843 44 45 9 Scale=1:84.8 2x4 _ 10 1.5x8 STP = t o N n 1112 Id l! 21 46 47 20 t9 48 49 50 51 18 5217 53 54 5576 56 57 58 15 -_ 4x6 = us 3x8MT20HS = 3x8 =3x8 = 4x6 = 3x6 II 3.50 12 4x6 2x4 II Plate Offsets (X,Y)- f4:0-3-0.0-2-0] [6:0-3-00-3-0] [8:0-0-40-3-Oj [9:0-6-00-2-8] [71:0-1-0Edga] ea LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Ven(LL) 0.29 18-19 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.4518-19 >905 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.84 Hor2(CT) 0.10 15 Na n1a BCDL 10.0 Code FBC2017fTP12014 Matrix-MSH Weight: 470111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-10 0o pudins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 3-5-6 oc bracing. 8-15: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 15=0-3-0, 11=0-8-0 Max Ho¢ 2=-172(LC 6) Max Uplift 2=-1008(LC 8), 15=1461(LC 8). 11=407(LC 8) Max Gmv 2=2308(LC 1), 15=3688(LC 1), 11=815(LC 1) FORCES. (lb) -Max. Comp/Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=.4561/1847, 3-0=-4416/1779, 4-5=-3995/1659, 5-6=-5496/2354, 6-7=-5496/2354, 748=-3776/1679,8-9=-152/457, 9-10=-2154/694, 10-11=-2334/882 BOT CHORD 2-21=-1522/4030, 19-21=-2113/5562, 18-19=.2113/5562, 16-18=-1435/3776, 14-15=3463/1417,8-14=-2636/1275, 13-14=-068/2273, 11-13=684/2225 WEBS 3-21=-276/140, 4-21=-425/1478, 5-21=-1799/801,5-19=0/470, 6-18=-655/513, 7-18=-771/1965,7-16=-16161921,8-16=1720/4416,9-13=-103/1133, 10-13=-488/219, 9-14=2801/776 NOTES. 1) 2-ply trussto be connected logetherwith 10d (0.131"x3") nails as follows: Top chords Connected as follows: 2x4 - i row, at 0-9-0 cc. Bottom chords connected as follows: 2x4 -1 new at 0-8-0oo. Webs connected as follows: 2x4 -1 mw at 0-9-0 Go. 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 This item has been ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. electronically Signed and 3) Unbalanced roof live loads have been considered for this design. Sealed by Velez, Joaquin, PE 4) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.8psf, half 5ft; B=45ft; L=4011; eave=6ft; Cat. USIn Digital Signature. g a g g 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber 0OL=1.60 plate gdp DOL=1.60 5) Provide adequate drainage to prevent water pending. Printed Copies of this 6) All plates are MT20 plates unless otherwise indicated. document are not considered 7) This INES has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. signed and sealed and the 8)' 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 signature must be verified will fit between the bottom chord and any other members. 9) Bearing atjoint(s) 11 considers parallel to grain value using ANSIrTPI 1 angle to grain formula. Building designer should verify on any electronic copies. capacity of bearing surface. Joaquin beige PE N6.66182 10) Provide mechanical connection (by others) oftmss to bearing plate capable ofwHhslanding 1001b uplift at joint(s) except ift=lb) MITek US0.lno.FUCart6634, 2=1008, 15=1461, 11=407. 6904 Parke Eest Blva.dempa FL 73819 Data: Mav 5.2020 ontinued an oaae 2 x AWARNING. Vital design Promoters eased READ NOTES ON ME AND INCLUDED MIACK REFERENCE PAGE a11il env. 10AGA2015 BEFORE USE Design valid for use oNy with MTei� mnnactors. TNe design is based only upon parameters shown, and N for an hansdual building component eel ��' a tense system. Gore. we, the building designer must verify Ne applica lyof design parameters and properly inoculates, 0ris design Into the overall bollurgdosign. seeing Indicated is to pawenlbuclding of Individual Wes web anger chard members only. Additanal temporary and permanent bredng MiTek' Is Nwarp repuir�bretabAily end to prawrAcallap,eu wl, parable personal Injury and property damage. For general guidance regardbg the /abdaeon.6llrage, tlellvery,,ration and bracing ortr,nses and buss systans, see ANSIRP/f Quality Create, DSBd9 and BCSI Building Component „ Safeylnrmmation availablefmm Tmss Piateinsttt%218N.LeeStreet Suite312,Alemndda,VA22314. fal Parke Bast Blvd. Tampa, FL U610 Job p Truss Truss Type Oty Ply LOT 4/2 WATERSTONE T20138264 2334450 37 HIP TRUSS 1 2 Job Reference (optional) ouncers rustaource triant City, I-L{, Plant City, rL-33557, 8.240 s Mar 92020 MiTek Industries, Inc. Tue May 5 13:33:26 2020 Page ID:6gDIOH2OVegl NklsxoNemzyuULB-7mL7A8WOWRNXoMp04KHn6oPWJOXg3BLrAwzFZIX97 NOTES- 11) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated Ioad(s)1251b down and 102111 up at 7-0-0, 871b down and 1081b up al 9-0-12, 871b down and 108 Ib up at 11-0-12, 871b down and 1081b up at 13-0-12, 87 Ib down and 1081b up at 15-0-12, 871b down and 108 Ib up at 17-0-12, 871b • down and 1081b up at 19-0-12, 871b dawn and 108lb up at 21-0-12, 871b down and 108 Ib up at 23-0-12, 871b down and 108 Ib up at 23-7-4, 871b down and 1081b up at 25-7-4. 87111 down and 108111 up at 27-7-4, 87111 down and 108 lb up at 29-7-4, 87 lb down and 108 lb up at 31-7-0, 1151b dawn and 1181b up at 35-7-4, and 115 lb down and 118111 up at 37-7-4, and 179111 down and 198 lb up at 39-8-0 on top chord, and 364 lb down and 85111 up at 7-0-0, 65111 down at 9-0-12, 65111 down at 11-0-12, 65111 down at 13-0-12, 651b down at 15-0-12, 65111 down at 17-0-12, 65 lb down at 19-0-12, 65 to down at 21-0-12, 65 to down at 23-0-12, 65 lb dawn at 23-7-4. 65 It, down at 25-7-4, 65 lb down at 27-7-4. 6516 down at 29-7-4, 65111 down at 31-7-4, 121 It, down and 113111 up at 33-7-8, 831b down at 35.7-4, and 83111 down at 37-7-4. and 4241b down and 72 Ib up at 39-7-4 on bottom chord. The designlselec lon of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54,4-9=-54, 9-12=-54, 15-22=-20, 13-14=-20, 13-25=20 Concentrated Loads (Ib) Vert: 4=-125(F)15=-121(F)21=-364(F)9=179(F)28=-87(F)29=-87(F)30=-87(F)31=-87(F)32=-87(F)34=.87(F)35=-87(F)36=-87(F)37=-87(F)38=-87(F) 39=-87(F)41=-87(F)42=-87(F)44=-115(F)45=-115(F)46=-40(F)47=-40(F)48=-40(F)49=40(F)50=40(F)51=40(F)52=-40(F)53=40(F) 54=40(F) 55=-40(F) 56=-40(F) 57=-00(F) 58=-40(F) 59=-61(F) 60=-61(F) 61=424(F) AWARNwo-VerllydaslgnperamelvaaMREADNOTES ON INS AND INCLUDED MOEKREFERENCE PAGE MIIdOSm. fW311015BE£ORE USE nes Design valid /or ma anlyvdih MITekO mnnecb i. This design is bored ordyupon parameters edl and is bran individual bulling component, not ��• a truessystem.Before use, thobuilding designer must verifytheapplicability of design parameters and impedy Incaryorate thindesign mWtheoversn buildingdesigm Brining indicated is b prevent budding of Individual Was web andtorchord members only. Addiessal temporary and psmanent earn, heMiTek' alwaye mouired for stability and to prevent collapse Win possible personal ejuw and proper, damage. Far general guidance regarding fine fabtlwtlon,ebrage,dgivary,erecgon end bracing of Waaas and Wain syslmne, see ANSIiTell Ouaflty Criteria, DS649 antl 601 Building Component Sefeylnrvmedon pva'lable Irem Tmaa Plate InsONe, 218 N. Lee Btreel, Suite 012, Alenandda, VA 22314. 6904 Pais East Blvd. Tampa, 9-W610 Job s Truss Truss Type Oly Ply LOT 4/2 WATERSTONE T20138265 2334450 B9 HIP TRUSS t 1 �Job Ref ce(pti 1) e 5.6 Sx8 = 6.00 12 4 28 29 5 30 a.<YV a mar O cVm m, eF mauSlnes. mc. I ue may a m:sl:Lr zum Sx6 = 3x4 II = 5 31 32 733 8 5x6 Scale=1:84.8 34 1.5x8 STP = ry 35 a 011 Iq 19 18 17 76 15 14 _.._ 4x6 = 3x8 = 3x8 = 2x4 It 3x8 MT20HS = axis = Sus = 3.50 112 4x6 a 9-0-0 I I 25E-2 I 33.94 39.1-11 i 46.8-0 Plate Offsets (X,Y)- [4:0-3-0 0-2-07 [5:0-4-0 0-3-01 [6:0-3-00-3-47 [8'0-3-0 0-2-07 [10'0-1-0Edcel LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Oder L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.22 17 >999 240 MT20 2441190 TCDL 7.0 Lumber-DOL 1.25 SC 0.87 Vert(CT) -0.3419-22 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.90 HOR(CT) 0.11 14 n1a Na BCDL 10.0 Code FBC2017rTP12014 Matrix-MSH Weight: 23516 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SP No.2`Except` 7-14: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0, 14=0-3-0 Max Holz 2=213(LC 9) Max Uplift 2=-672(LC 10), 10=340(LC 10). 14=-753(LC 10) Max Gmv 2=1298(LC 19), 10=552(LC 16), 14=1804(LC 1) BRACING - TOP CHORD Structural woad sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-3-4 oc bracing. WEBS 1 Row at midpt 5-19, 5-15, 6-14 FORCES. (III)-Max.Comp./Max. Ten. -All forces 250(I11) or less except when shown. TOP CHORD 2-3=-2316/1657, 3-4=-2065/1450, 4-5=-1820/1388, 5-6=-1652/1281, 6-7=-60/308, 8-9=482/565,9-10=1287/1061 BOT CHORD' 2-19=-1289/2079, 17-19=-1273/2311, 15-17=-1273/2311, 14-15=-847/1634, 13-14=-756/550, 7-13=-371/387, 12-13=-57/325, 10-12=-79211151 WEBS 3-19=347/380,4-19=-250/602,5-19=-659/360,5-17=0/311, 5-15=-760/481, 6-15=-135/612, 6.14=-1977/1116, 8-13=617/342,8-12=-200/533, 9-12=-498/599 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=5.8psf; h=15ft; 8=45ft; L=40ft; eave=6ft; Cal. II; Exit C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlerior(2)-1-4-0 to 2-841, Interior(l) 2-8-0 to 3.4-2, Extedor(2) 3-0-2 to 14-7-14, Inte og1)14-7-14 to 32-0-2, Exterior(2) 32-0-2 to 43-3-14, Interior(1) 43-3-14 to 44-M. Extericr(2) 44-M to 48-0-0 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 ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed fora 10.0 par bottom chord 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 3." tall by2-M wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 10 considers parallel to grain value using ANSIfTPI 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 It, uplift at joint(s) except at=lb) 2=672,10=340,14=753. 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 VeNiPEN6.80102' MlTek USA; Inc. FL Cart 6634„ is" Parke. East Blvd: Tampa FL 33910 Data: May 5,2020 is AWARNINO-Vedfydm1MPa .NvaandREAO NOTES ON TNISANDMCLUDEDMITENRE£ERENCE PAGE WP7173rev. fita"015eEFORE USE ses Design valid for use only Win MTakto wnnectma. This design Is based only upon parameters shown, and is for an indiddual building component but ��• a Man system. Before use, Me building designer must vadly Me applirablGly of design parameters and proFedy lnmryoretethis design me the overal buntlingdeslgn. Bracing indicated is to preventbuWing of Individual tru%web andorchardrembersonly. A4di4onal temporaryand permanent bracing MiTek' b pimprequiredher stability and to prevenloollapse MM possible personal Njury and pmpedydamaga Fmgenersl guidance regarGrq Me fabriralmn, storage ddivary,ersc0an antl bracing sftrueses and truss systemssee ANSIRWi Oaallly CMg .,D5B49aad BCSIBuilding Component Sefstyl0forma0on available from Tmss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA=314. 6904 Parke East BIM. Tampa. FL U610 1 Truss Truss Type Oty Ply LOT 4/2 WATERSTONE IJob T20138266 2334450 811 Hip Truss 1 1 Job Reference (optional) ID:6gDlOH2OVegl NklsxoNemzyaULB-HdD4j S9_4 11-W 1633 25 338-0 3SB-0 3a1 -0-0 sad W-12 7J3 733 az-1s -tau as 58= 2x4 II 5x8 = 3.4 II 5x6 = 8.00112 4 28 29 5 6 30 31 32 7 8 4 1 0 ue may a l5asa a zu4U rage s :buc-8xN7OiNH21UXBtYcBMcgzIXgH 0-9p2-as i 4F311-119-0 A3 4-a12 I Scale =1:84.6 TP = 10 14 4x6 = 2.4 II 3x6 = 3x6 = Us = 2x4 II ass = 4x6 3x8 = 3.50 12 Sad 11-0-0 I 183-3 Wa I 33-9-0 fT561-0I 39-1-11 46-8-0 Plate Offsets (X Y)- f4:0-" 0-2-81 16:0-2-12 0-3-01 f8.0-3-0 0-2-71 f10:0-1-0Edce1 LOADING (psf) SPACING- 2-0-0 Cat. DEFL. in (loc) BdeB L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.17 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.2913-14 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Hom(CT) 0.09 13 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 245 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' 7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (sae) 10=0-8-0, 2=0-8-0, 13=030 Max Hoe 2=245(LC 9) Max Uplift 10=-232(LC 10), 2=-671(LC 10). 13=-765(LC 10) Max Gmv 10=483(LC 16), 2=1346(LC 15), 13=1813(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-1 cc pudins. BOT CHORD Rigid calling directly applied or 4-7-10 cc bracing. WEBS 1 Row at midpt 6-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-0=-2401/1569, 3.4=-1947/1375, 4-5=-1866/1447, 5-6=-1866/1447, 6-7=-74/296, 8-9=-868/713, 9-10=.1258/1045 BOT CHORD 2-19=-1274/2254, 18-19=-1274/2254, 16-18=-908/1799, 14-16=695/1423, 13-14=-698/1415, 12-13=-766/589, 7-12=-376/374, 10-11=-861/1125 WEBS 3-18=-530/421,4-18=-131/447,4-16=-160/387,5-16=-424/435, 6-16=-422/663, 6-14=0I345,6-13=-1806/995,8-12=-429/269, 9-11=-449/549,8.11=526/844 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCDL=5.8psf; h=151t; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-8-0. Intedor(1) 2-8.0 to 5-4-2, Extedor(2) 5-4-2 to 16-7-14, Intedor(1)16-7-14 to 29-11-11, Extedor(2) 29-11-11 to 41-0-13, Interior(1) 41-0-13 to 42-8-0, Exterior(2) 42-8-0to 46-M 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 pounding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSUTPI 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 atjoinl(s) except (jl=1b) 10=232, 2=671, 13=765. 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 Valer PE N6.68182 MTak USA; Inc. FL Carl 6834; ;8900 Pad[¢ East BNd Tampa FL ]S8f9 Data: May 5,2020 Awutmana-veffrydaslgnpammaamaandREAD Nonss oft r1USANDINCLUDED MITEl(REFERENCE PAGEM4.7473rev. 1d0212015 SAPORE USE ass Deegn valid for use onlyvnlh MITekW mnnootom lNs deagn is based only upon parametem aMm. and k for an individual buloing somponent, not ��' W e as system. Eaton, use. Me building designer, mustvedry Me appaoonity of design parametam and properly momparate No design Into Me Marx! bulldingdeelgn. BmOMIndicetedistoprwentbuckingofindividualtruss aabandorchordmembarsonly. Addi4onaltemporagand pam,anentimaln, MiTek' abdwafio'eb Be. tle rvbeellryryityeretion and ismaimgpor puss.am!pass systems,aee dpro� ANSM11 Quality Cnfank, DS"9 andB= Bu,1dinS ComPonsnf safety Mro .U. evailabiefrom Truss Plate M.W.,218 N. Lee Street, Suite 312. Alexamide, VA 22314. 6904 rke East BIM. Tampa, FL 36610 Tampa. Job , hiss Type Oty Ply LOT4/2WATERSTONE TBt3ss T2073826] 2334450 Hip 1 7 Job Reference (of a0 ,a r,mwwc Ir,en, 'my, ry, riam Mny, rl-uaaoq lulumuex um u ones, Inc. I ue may D li:ia:i, 2ueu rage 1 ID:BgD10H2OVegl NklsxoNemzyuULB-m11bFi3PkeutFlOA5AhfAvCxtOhPcD-OOnCx 9HzJXgG -1�4-pp 6-9d 13-M 19-11-4 26.E-12 33-8-0 39-1-11 46-8-0 t-0-0I 6-9-0 E-2-12 6-11, G9.8 I fi-11-0 5-5-11 i 7$" scale=1:86.2 6.00 12 &a 4 27 5x6 = ass = 28 29 5 6 30 31 32 7 5x6 TP = 9 18 11 16 as ra 14 56 13 12 4x6 = 2x4 II 3x8 = 3x6 = 3x8 = 3x6 = 3x6 = 3x6 II 4.6 3.50 112 _ 6-9-0 13-0-0 19-114 26-E-12 k 33-7-12 3&9.8 39-1-11 41W a.pd as -,a I K7. gfA Plate Offsets (X Y)- [3:03-0 0-3-01 [4:0-6-00-2-8j [50-M 0-3-01 (7'0-3-15 0-2-13] [9'0-1-0 Edoe] ry 1:0-2-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.14 10-21 *99 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.1710-21 >928 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.84 HOR(CT) 0.07 12 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 258 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 9=0-8-0, 2=0-8-0, 12=0-3-8 Max Hoe 2=286(LC 9) Max Uplift 9=-163(LC 10), 2=-645(LC 10). 12=859(LC 10) Max Grav 9=348(LC 16), 2=1311(LC 15), 12=1994(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or3-5-15 oc funding. BOTCHORD Rigid ceiling directly applied or 3-9-14 oc bracing. WEBS 1Row at midpt 4-14,6-11 FORCES. (lb) -Max. Comp./Max. Ten. -All fames 250(Ib) or less except when shown. TOP CHORD 2-3=-2276/1433, 3.4=.1708/1210, 4-5=-1418/1158, 5-6=-1418/1158, 6-7=-71/529, 7.8=-197/646, 8-9=-452/294 BOT CHORD 2-18=-1136/2161, 16-18=-1137/2158, 14-16=-714/1591, 13-14=326/894, 11-12=-1932/1302,7-11=-542/438, 10.11=-130/307, 9-10=-139/364 WEBS 3-18=0/271,3-16=-661/488,4-16=-158/518, 5-14=.395/399, 6-14=-500/837, 11-13=348/927, 6-11=-1580/1040, 8-11=9161705, 8-10=-2/320 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=5.epsf, h=1511; 8=45ft; L=40ft;eave=6ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0. Interior(1) 2-8-0 to 74-2, Exterior(2) 7-4-2 to 18-7-14, Interior(1)18-7-14 to 28-0-2, Exterior(2) 28-0-2 to 39-3-14, Interior(1) 393-14 to 42-8-0, Exterior(2) 42-8-0 to 46-M zone;C-C for members and fames 3 MWFRS forreactions 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 nonconcumenl with any other live loads. 5) a This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 6) Bearing at Joints) 9 Considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should venfy capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001E uplift at)oint(s) except at=lb) 9=163,2=645,12=859. 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. Ubaquin ('alai PE No.88182` 'MTek USA, Inc. FL Celt 6634 '6904 Parke, Ent BIvkTampa FL88810 Dale: May 5,2020 Awouzai WaVY dealgn parameters amdREID NOTES ON INS AND INCLUDED Mrri REFERENCE PAGE hD7473 rev. IyV=0r58EFOREUSE Design valld for use only with MRek® connectors. TNs design Is based only upon parameters shown, and is for an Individual buading component, not a truss system. Before use, the buil,"designer must vedy tha applirabiriyof da ign parameters and properly Incorporate this design Into theoverall bmidingdealgn Brad, indicated isbpreventbuci,lingof individual trues web andlorMOMmembers only. Addi6analtemporaryand parma aAbrochlg MiTek' b always required %rstalo iy and to preventoailapsewi8t possible personal Mlury end property damage. For general guidance regarding the febdoodcar, storage, deliveeryy' erection and bracing of Wsses and saws stems,see MN PIIOually Crhele,DSBd9end BCSIBuilding Component Saferylnforma9an ovals ble fmm Tmw Plate lnsUNte, 218 N. Lee St.%Sulte 312, NexaMda, VA 22314. 6904 Parke East Blvd. Tampa, FL W610 Job a Truss Truss Type Ply LOT 4/2WATERSTONE joy T20138268 2334450 B15 HIPTRUSS 1 1 Job Reference (optional) outlasts tlrslaOuree (Plant Ul y, i Plant Uly, i-3JSb/, b.Z9V S Mar U 2UZU MI ea Industries, Inc. TUG May 513:33:19 2020 Page 1 ID:6gDlGH2OVeg 1 Nkl sxoNemzyuUL&QQLiIR79V7NBjKTH6he dO97UOXh 7JEao1 D9z1X9E 1C-0 5.74i 8-17-0 1&0-0 231-0 31-8-0 38-0-12 41.5-0 -0-0 5-7-fi 33-11 6-1-0 8-0-0 e>-0 4.8-12 5-0-4 MS 66D FIT 5 5x6 i 426 2.4 Q 3 1.5x8 STP = 25 6 2 2x4 = 75 31 14 0 7 31 = U6 = U6 = 17 6x8 = Scale=1:76.5 Sx8 = 5xe = 6 28 29 30 7 2x4 i 8 dx6 C 9 d 10 It Id 13 12 11 3x8 3.6 = 3x4 IN 41 II ON u5S 23-0-0 3-0 I 410 I Plate Offsets (X,Y)- [2:0-6-0,0-0-61. [4:0-3-003-01 [5:0-6-00-2-81 [6:0-4-00-3-01 (7:0-6-0 0-2-81 [10:0-7-12 Edge] LOADING (psf) SPACING. 2-M CSI. DEFL, in (too) War Ltd PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.90 Vert(LL) 0.38 17-24 >279 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.3217-24 >331 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Hom(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 219111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2*Except* 4-17: 2x4 SP Na.3 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.22-10.9 REACTIONS. (size) 10=Mechanical, 2=0-e-0, 17=0-3-0 Max Hom 2=269(LC 9) Max Uplift 10=-552(LC 10). 2=-413(LC 10), 17=-865(LC 10) Max Gmv 10=1240(LC 16), 2=388(LC 19), 17=1552(LC 15) BRACING - TOP CHORD Structural wood sheathing direi applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1Row at midpt 5-13 FORCES. (lb) -Max. Comp./Max. Ten. -All tomes 250(lb) or less except when shown. TOP CHORD 2-3=-269/348,34=-131/263, 4-5=-1336/1040, 5.6=-1829/1499,6-7=-1829/1499, 7-8=-1762/1327,8-10=-1891/1453 BOT CHORD 2-17=357/215; 16-17=-1414/813, 4-16=-1364/841, 13-15=.644/1135, it-13=-901/1523, 10-11=-1135/1599 WEBS 4-15=-53911217,5-15=-265/289, 5-13=-567/905, 6-13=-518/548, 7-13=-259/478, 7-11=281338, 8-11=137/276, 3-17=-270/355 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasi24mph; TCDL=-0.2psf; BCDL=5.8psf, h=15ft; B=45ft; L=40ft; eaveiii Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1 -4-0 to 2-8-0, Interior(l) 2-8-0 to 9-0-2, Exterior(2) 9-4.2 to 20-7-14, Interigr(1) 20-7-14 to 26-0-2, Exterior(2) 26-0-2 to 41-5-0 zone; porch left exposedC-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) This truss has been designed fora 10.0 psf bottom chord live load nonconcurent with any other live loads. 5)' This truss has been designed fora live load of 20.0psfon the bottom chord in all areas where a rectangle 3-5-0 tall by 2-" wide will fit between the bottom chard and any other members, with BCDL = 10.0psf. 6) Refer to glyder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 He uplift at joints) except jt=1b) 10=552, 2=413, 17=865. 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 yaIazPE N0.88182' ]i USA, Ine.FL CGR6684; - '6904ParkeEastalvd�Tan FLp3816 Dale: May 5,2020 AL WARNING -VenlydeLgnpanneentrsue'READ NOTES ON THIS AND INCLUDEDNREKREFERENCE PAGE MOd473mr. 1eN12015REPORE USE Design valid for use only with Mrsk0surnecturs. This design Is based oNy upon paramaleasshown, and is for an Individual building component not �a• tons ss system. Before use, the low ing designer muslverifytheepplimblit of design pammatere and pnei Incorporate Ihie design Into Meoverati buildingdesign. Bmdrgbdicatedisbpreventbuddin9ofhdMdualWwmbandorchoNmembe only. Additional temporary and pmmanent tirade, WOW is Insured feretabpilyand to prevent ceilapeewith,vocr tepeaveral Injury and property damage. For general guidance regarding Me fabrication. ina e, dotty erection and tracingofliusees and Wss ayslema,aee ANSM11 Quality cr/tu/a, DSB49 and SCSI Building component Saferyln/mmatron avaMe form Tense Plate losoiuto, 218 N. Lae Sunni SWte 312. Nesandda, VA 22314. 6904 Parke East Blvd. Tani R U610 Job • Truss rasa Type Oty Ply LOT 4/2 WATERSTONE T20138269 2334450 B17 HIPTRUSS 1 1 Job Reference (optional) Builders Fi slSoume (Plant City, FL), Plant City, FL-33557, 6.24U S Mar 9 Z02U Mi I ex Indusines, Inc. l us ID:6gD 10H2OVeg1 Nkt sxoNemzyuULB-Ac w4lSdwpFEpN9rgD1 231-0 294-0 36-1-2 6-06-0-0 6 SxB = 6.00 FIT 2x4 II 5x8 6 246 25 26 27 ] 3x4 axis i 23 288 4 29 2x4 3 Lass STP =� 7 2 1 3x4 = 16 15 30 14 31 13 12 11 3x4 = US 3x8 = 3x4 = 4x6 8 3x6 3x6 = 6x8 = 84-0 6-01-0 1.7 23-01 - 294-0 36-72 413-0 5 13:W3 20 2020 Page l uMcOP—STE9alczD(gD Scale = 1:78.1 4x6 O 9 10 = Id 3x8 = Plate Offeets o(,Y)— f2:0-6-0,0-0-61. 14:0-4-00-3-01, 15:0-5-8,0-2-01 [7:0-6-00-2-8] [10:0-4-8 0-1-8] LOADING (psf) SPACING- 2-" CSI. DEFL. in (too) Wait Ltd. PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.39 18-21 >278 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.3218-21 >332 180 BCLL 0.0 Rep Stress Incr YES WS 0.63 Hom(CT) 0.04 10 Na n/a BCDL 10.0 Code FBC2017rrP12014 Matnx-MSH Weight: 2321b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP ND.2 *Except* 4-18: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 18=0-3-0, 10=Mechanical Max Hom 2=308(LC 9) Max Uplift 2=-413(LC 10), 18=-862(LC 10), 10=-550(LC 10) Max Gmv 2=388(LC 19), 18=1573(LC 15). 10=1244(LC 16) BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or4-6-15 oc bracing. FORCES. fib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-286/343, 3-4=-174/308, 4-5=-1399/1088, 5.6=-1506/1340, 6-7=-1506/1340, 7-8=-1668/1283,8-9=-1931/1365, 9-10=1189/892 BOT CHORD 2-18=-354/211, 17-18=-1455/823, 4-17=1380/870, 14-16=-663/1195, 12-14=-820/1390, 11-12=-1130/1671 WEBS 4-16=-437/1125,5-14=-351/579, 6-14=-387/407,7-14=-125/287,7-12=-86/361, 8-12=-353/350, 9-11=-1013/1518, 3-18=240/311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Bpsh h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exit C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteflm(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-4-2, Extedor(2) 11-4-2 to 22-7-14, Interior(1) 22-7-14 to 24-0-2, Exterior(2) 24-0-2 to 353-14, Interior(1) 353-14 to 373-4, Extamor(2) 37-34 to 41-3-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water porting. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=413,18=862.10=550. 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 N1R9k USA, InaFD Cart 6034 6904 Padre East BMC.,Tampi FL;33610 Dale: May 5,2020 ® WARNING- Mu0jrdoets, params'. aeMREAD NOTES ON THIS AND INCLUDEDAMEx REFERENCE PAGE W&7473mv, Ide3R0f3BETORE USE ass D ai valid for use only win MrTek® mnnectom. This design Is eased onlyupon parameter shown, and is for son Individual building compsna,t not ��- a Wss eyatem. Before use, 0,e bwilding designer ..at vedfy Me appllrabllity of design pammeter and prpedy incororle its design into Me overall buiidingdesign. grating Indicated is to revert bucWhg of Individual truss web anNor ahoN marrows only. Additional temporary and permenentbradeg WOW is always named! for stablity and to prevent collapse will possible paaanal mjuq and pmpeM damage. ForgeneralguBdnceraminflg Pe fabrication.storage,deliver, erection and bracing of larl and truss syslana, sea ANSUTP/l Quality Criteria, DSB49 and BCSt Building Component 6904 Poke East Blvd. Safety/nlwmatlon available form Truss Plate lm4Nte, 218 N. Lee 6trml, state 312, PJexandrie. VA 4314. Temp., FL U610 Job . Truss rasa Type Oty Ply LOT 4/2 WATERSTONE T20138270 2334950 B19 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 5xB = 6.00 12 6 8240 s Mar 92020 Mire, Industries, Inc. Tue May ^513:33:21 2020 5x6 = 22 7 4x6 O 9 1.5x85TP =20 10 3x8 = 16 3,6 = 6x8 = I 8-11-0 i 19-0-0 2]-8-0 3d-0-12 414i-0 Scale=1:78.1 ►01� Plate Offsets(XY)— f2:0-M0-0-61 [4:0-3-00-3-01 [6:0-5-80-2-4] [7:0-3-80-2-41 [9:0-3-00-1-81 [10:0-4-80-1-81 [14:0-4-00-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.96 f VerhLL) 0.37 16-19 a,282 240 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 0.2816-19 a,380 180 BCLL 0.0 Rep Stress Incr YES We 0.78 Horz(CT) 0.04 10 Na Na BCDL 10.0 Code FBC2017rTP12014 Matrix-MSH Weight: 2301b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2'Except' 4.16: 2x4 SP No.3 WEBS 2x4 SP No.3'Except' 6-13: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 16=0-3-0, 10=10echanical Max Hom 2=349(LC 9) Max Uplift 2=-423(LC 10), 16=-849(LC 10), 10=-552(LC 10) Max Grev 2=393(LC 19), 16=1637(LC 15), 10=1236(LC 16) BRACING - TOP CHORD Structural wood sheathing directly applied, except end vertcals. BOT CHORD Rigid ceiling directly applied or 2-2-0 Be bracing. WEBS i Row at midpt 5-15, 6-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-007/388, 3-4=-206/354, 4.5=190/364, 5-6=-1354/1139, 6-7=-1337/1209, 7-8=-1533/1227,8-9=-1920/1337,9-10=1165/886 BOT CHORD 2-16=-399/227, 15-16=-1482/722, 4-15=-291/215, 14-15=-708/1106, 13-14=-62511238, 11-13=-106811636, 10-11=-214/286 WEBS 5-15=-15361832, 5-14=01303, 6-14=-2/257, 6-13=-127/283, 7-13=-47/364, 8-13=4891408, 9-11=-859/1374, 3-16=-287/396 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.8psg h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteror(2) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 13-4-2, Exterior(2) 13-4.2 to 33-3-14, Interior(1) 33-3-14 to 37-3-4, Extedor(2) 37-3-4 to 41-3-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=1b) 2=423, 16=849, 10=552. 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 Ve162 PE No.68t87 MRpk USAa Inc. P4diih fj634, ,. �6904 Padr¢ East Blv6Tanipa FL13810� Date: May 5,2020 , AWARNING. VadydeslgnparametarsmMREAD NOTES ON THISANDINCLUDED MITEx REFERENCEPAGEMII403 mv. 10/0=015 BEFOREUSE Design valid Imuse onlywN, MTeM mrmeclors. Tire design Is based only upon parameters shown. and Is hr an Indivitlual building mmponanb net a Was alstem. Before use, Se building designer ..at verify Ne.ppyeabillycddesign parameters and property inm,ppram this design Into 11eavera0 buildingdeslgn. BradngindlcatedlatopreventbucdingoflndlvidualWeswebandlar Nerdmembemanly. Additional temporary and permanent bmdng MiTek' Is dways fequired for stabaiy and b proventcollapsewidr posai6le personal injury and property damage. For generd guidanco mgardi,rl the fabrication, starege, delivaayymention on and bracingofbee usa and b,as.yaema,eee ANSWRI Durliy Cwterla, DS849 and Bear Building Component Sehtylnlormev sdon ailabI. on. Trues Plate lne0ea uite, 218 N. L. armed, Said 312, Alexandria, VA22314. 6904 Parke East Blvd. Tampa, R U610 Job . Truss Type Oty Ply LOT 4/2 WATERSTONE TB21S5 T20138271 2334450 HIP TRUSS 1 1 Job Referent (ptl 1I D-nDera Rsmource trtam ary, I-L). Kann ury. I-L-sabbr, 5x6 i 4 2.4 O 3 1.Sx8 STP=24 6 2 5x6 = 17 3.6 = 6x8 = 6.24u s Mar 92020 MITeK Industries, Inc. Tue May 513:33:232020 Page 1 1"21-0-0 iu:oquiumzuvegINKlsxorvemzyuUL"UgSybUVUKapgLdewyma9TAvl5VOdm5v9GOEMwzJXgA 258-0 31-5-12 374-9 )4) 6-0-8 4.8-0 &9-12 5-10-13 5-2-15 Scale =1:602 5x6 = 5x6 = 6.00 12 6 7 4.6 4 5x6 O 525 8 2x4 i 9 26 1.5x8 STP = 10 27 28 15 14 29 73 1230 31 11 1^ 0 q IN 3x6 = 3x8 = 3x6 = 3x4 = 3x6 = 3x4 = 8-11-u 1]38 8-11-0 8-0-8 25.8-0 8-0-e 343-0 8-7-0 42-7-8 8L9 Plate Offsets (X.Y)— [2:0-" 0-0-61 f4:0-3-00-3-01 t6:0-0-00-2-01 (7'0-3-0 0-2-01 t8'0-0-0 0-3-01 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.37 17-20 >281 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.2817-20 >378 180 BCLL 0.0 Rep Stress Incr YES WB 0,61 Hom(CT) 0.07 10 n1a n1a BCDL 10.0 Code FBC2017frP12014 Matrix-MSH Weight: 23516 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2'Except* BOTCHORD 4-17: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 REACTIONS. (sae) 2=0-8-0, 10=0-7-8, 17=0-3-0 Max Ham 2=405(LC 9) Max Uplift 2=434(LC 10), 10=575(LC 10). 17=-860(LC 10) Max Gmv 2=395(LC 19), 10=1352(LC 16), 17=1729(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-356/417, 3-4=-269/402, 4-5=230/412, 5-6=-1470/1212, 6-7=-1379/1179, 7-8=-1577/1208, 8-9=-2343/1491, 9-10=-2573/1613 BOTCHORD 2-17=384/231, 16-17=-158Of706, 4-16=-321/245, 15-16=-699/1321, 13-15=-551/1258, 11-13=-100111764, 10-11=1331/2256 WEBS 5-16=-1746/798, 6-13=-92/396,7-13=-204/430,8-13=-728/560, 8-11=-138/497, 9-11=-354/347, 3-17=-281/390 Structural wood sheathing directly applied or 3-6-5 oc pudins. Rigid ceiling directly applied or 4-4-3 oc bracing. 1 Row at midpi 5-16, 6-15, 8-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=ll5ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 154-2, Exlenor(2)154-2 to 31-6-9, Interior(i) 31-6-9 to 38-7-8, Extedcr(2) 38-7-8 to 42-7-8 zone; porch left exposed for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcumant 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 fn between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of tress to beading plate capable of withstanding 1001b uplift at joint(s) except Gt=1b) 2=434,10=575.17=860. 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 Velma P4No.6B182 611T4kUSA, IhLkCert6634, . 16!104 Parke East BlAx mpa FL33816 Data: May 5,2020 ®WARNING-Vedrydeslgnparame srsandREAD NOTES ON TN/SANDINCLUDED MITER REPERENCEPAGEM17-7473rev.1010=015BEFDRE USE Design valid harass onlywlh MTah® wnnectem. This design is based only upon parameters shoves, and char an individual budding component hat e buss system. Before bear Ba building designer ..at verify Me appdcability of design parameters and properly incorporate this design into Weaverad buildingdesign. Bredo, Indicated is to prewar budWag ofmdMdual sure wells anclorchood members only. Addidmaltemporaryandpermanantbratlng MiTek' is lema required for stablityand to prevent collapse who possible personal Injury and pmpeAy damage. For general guidance regerdirg fee rabdca SayetyTmhxmamtlgaen, dadvbielaryb,leefrerocmdoTnrveandPberade nIngsoNfbues, s2e1sB N.L..Sstrsyamt Sdm e 31 2, AeandAtlNaS, VVATPI213G1u6a. llty Girwle, OSBA9 end SCSI Bullding Wmponenf 6904 Pade Ernst Blvd. Tampa,p W610 Job • Truss russ Type City Ply LOT 4/2 WATERSTONE T2013B2]2 2334450 c1 ACK-0PEN TRUSS 1 Job Reference (optional) Builders nrstSource (Plant City, FL), Plant City, FL-33567, 8.240 s Mar 92020 MiTek Industries, Inc. Tue May 5 13:33:28 2020 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuUL9-xgTrogYe2GF5m6WCJVMIsXusg6JglApeJU5728zJXg5 -1d0 0.10-15 1-0-0 I 0-10-15 b 0-10-15 0-10-15 i Scale =1:7.6 Plate Offsets (X Y)— (2:0-1-4 0-0-21 LOADING (psf) SPACING- 2-M CSI. DEFL. In (loc) I/den L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) 0.00 4 n/a n1a BCDL 10.0 Code FBC2017rrPI2014 Malax-MP Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=1ilechanical, 2=0-8-0, 4=Mechanical Max Hoe 2=79(LC 10) Max Uplift 3=-4(LC 1). 2=-197(LC 10), 4=-16(LC 1) Max Grdv 3=22(LC 10), 2=159(LC 15), 4=47(LC 10) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied orO-10-15 cc puirms. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind; ASCE 7-10; Vult=160mph (3-second gust) Vascl=1241 TCDL=4.2psf, BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extemm[2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions Shown; Lumber DOL=1.60 plate gap DOL=1.60 2) This truss has been designed for a 10.0 par bottom chard live load nonconcurrent with any other live loads. 3) a 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 to uplift at joint(s) 3, 4 except (It=lb) 2=197. 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: mrrsk USA; Idc. FL Ced6634, '69a4 Parke East Blvd.Tempa FL;13610' Date: May 5,2020 ®WARNING -Verify design yaramelen and READ NOTES ON MIS AND INCLUDED Ransr REFERENCE PAGE WbZV3 raw f0OYlef4 BEFORE USE Design valid for use only, with MBakive wrnectom. This design is based pay upon parameters Mown, and Is far an Ndividual building wmponmo, rut ��- a Wss system. Before use, the bulking designer must very the appfrzbllity of design parameters and pmpedy Incorporate this design into themnon Want design. Boating indicated is to prevent budding ofindwidual tress web an Vor Moth membersonly. Additional temporary and pmmanentbmdog MiTek- baiw-eye mnuvedfar stabilityand 0 prevenlmllapae with poseibie personal Njuryand property damage. For9eneralguidanceregaMng Me fabdwLbn, storage. deliveryerscianand bracing of buses and ruse eyatems, see ANSITP/f DualltyCl(oves, DSS49aad BCSISdICIng Component Saidylnformaeon availablefmm Tms Plate Ina6Wte,21BN.Lee Street.Suite312.Aleaandda,VAM314. EastD 69g4 Padw East Blvd. Tampa,rk Job • Truss Truss Type Qly Ply LOT4/2 WATERSTONE T20138273 2334450 civ Jack -Open Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-33567. 8.240 5 Mar 9 2020 MTek Industries, Inc. Tue May 513:33:29 2020 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-PL17oBZGpa0yOG5OtOt OkQlaWhvl d3nYBrYaazlXg4 -lAOi 0-10-15 1-0-0 0-10-15 Scale =1:7.6 Plate Offsets (X,Y)- 12:0-1-13,0-0-81 LOADING (psf) SPACING- 2-M CSI. DEFL. in (lac) War Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) 0.00 2 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matra -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 Hom 2=79(LC 10) Max Uplift 3=-5(LC 1), 2=-180(LC 10), 4=-15(LC 1) Max Gmv 3=16(LC 10), 2=159(LC 1), 4=36(LC 10) FORCES. (lb)-Max.Comp./Max. Ten. -All forces 250(Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-10-16 oc pudins. BOT CHORD Rigid ceiling directly applied or6-M oc bracing. NOTES. 1) Wind: ASCE 7-10; VuH=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcumurd 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) Bearing at joint(s) 2 considers parallel to grain value using ANSlrrP11 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Pmvide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 4 except (it=lb) 2=180. 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.6818Z RgTek USA; Inc. FBCeit 6034,. 6964 Parke Ezet Blvd-.Tempa FL J3810 Date: May 5,2020 ®WARNING. geNtyd•aigaparamefers erMREAD NOTES ON THISAND INCLUDED MOEKREFEBENCE PAGE MP703rev. r0/03Q0t5BEFORE USE ' Design valid for use only wish MTeMosamedo,s. T us design Is based only upon parameters shown, and Is for an Individual buildng Component net a truss system. Before use, the building designer must verify Me applicability of deign parameters and property incorporate this design am Me overall bulidingdesign. BrocingNdletedisWpreventbu idingoflodividualtruaswebendforoboNmenbaaenly, Addi9onallamasery and permanent bracing WeW Is always requme! for nostrils and to prevent cagapae WM Possible personal injury and proper Menage. Forgeneml euldance regardhg the fabdetlan,abm0e,delivery, erection and bracing oftreaes and truaa systems,see ANSUTPN Quality C.Rerla, DSB49 and SCSI Building Component 6904 Pa Be East Blvd. SaNlyinfommflen available from Truss Plate Institute, 218 N. Lea Street Suite 312, Aleaumdna, VA V3l4. Tampa, FL W610 Job a Truss Truss Type Oty Ply LOT 4/2WATERSTONE T20136274 2334450 C3 JACK-0PEN TRUSS 4 1 Job Reference (optional) Builders Firssource(Plant City, FL), Plant City, FL-33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 513:33:29 2020 Seale=1:12.6 Plate Offsets (X,Y)— f2:0-",Edge) LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (lot) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC20177TP12014 Matrix -MP Weight 121h FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=048 0, 4--Mechanical Max Harz 2=131(LC 10) Max Uplift 3=-51(LC 10), 2=-155(LC 10) Max Gran, 3=71(LC 15), 2=197(LC 15), 4=48(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOTCHORD Rigid telling directly applied or 10-0-0oc bracing. NOTES- 1) Wind; ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.8psf, h=15ft; 3=45ft; L=40f1; eave=511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcurrem 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-M wide will 8t 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 1001b uplift at joints) 3 except (il=lb) 2=155. 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 NC68182- MiTek uSA, Inc-FCCerf 6834 -6904 Parke East Blvd. Tampa k,30610 Data: May 5,2020 A wARN/ND- Vedlydasrgnpa mrstonafNREAD NOTES ON This AND INCLUDED MITERREFERENCE PAGEAM-7473a , 164,3101SBEFORE USE Daagn valid for use anlywith MDexd) mnnectom, Tide design is based ardyi an parameters shown, and is for an individual burden amponen4 rot �- a hues system. Befaro use, Me building designer must verify to eppbcabllityof design parameters and property Inaaoratethis design Into Me overall bulldingdecan. Bracing indicated is as prevent butld'mgafind'Mdual pass web anNar tlwN mmnbms only. Addidmaltomporaryandpennenentbacig _ MiTek 6.Mays aguired palatability and to prevent .lisp. wgh pasaible personal injury and property damage. For general guidance regarding the fabdaarion, eb---delivery, erection and bracing of busses and Nos systems,sea AILSIRPIf Ovally Cdlwb, DSB-89 and 6CS1 Bullring Component Sderyrn/armatlon av aabtefmm Tmv Plata Instiwte,21a N.Lee Sbat,Suite312,Ml ndda,VAV314. 69U Para East Blvd. Tampa. FL 36610 Job a Truss as Type Qty, Ply LOT4/2 WATERSTONE T20138275 2334450 C3V acid-0pen Truss 2 1 LReference Job (optional) Builders Firssoume (Rant City, FL), Plant City, FL-33567, 8.240 s Mar 9 2020 MiTek Industries. Inc. Tue May 513:33:30 2020 Page 1 1D:6gDIOH2OVegl NklsxoNemzyuUL6-tYbWOVZuauWpOOgbQwODxyzCKw Mm4Jxmoa66ozJXg3 W2-10-15 2-1015 Scale=1:12.6 3x4 Plate Offsets (X,Y)— [2:0-1-13 0-0-81 LOADING (pso SPACING. 2-M CSI. DEFL. in (lac) Ndeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4-7 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC O.Og Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 12 lb FT=20% LUMBER- TOPCHORD 2x4SPNo.2 BOTCHORD 2x4SPNo.2 REACTIONS. (size) 3=1viechanical, 2-0-8-0, 4=Mechanical Max Hors 2=131(LC 10) Max Uplift 3=57(LC 10), 2=-146(LC 10) Max Gmv 3=73(LC 15), 2=195(LC 15), 4=49(LC 3) FORCES. (Ito) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING. TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" 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) Bearing at joint(s) 2 considers parallel to grain value using AN51/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) 3 except (It=lb) 2=146. 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.e8182 Wok USA; Ine.FL Certe634; 6904 Parke East 614.Tsmpak inl0 Date: May 5,2020 ®WARNING-VenrydesrgnparesommemaFREADNOTESON This AND INCLUDED MIisCREFERENCEPAGE 4gP7473rev.101312DIaaE REUSE. assesse Design valid for use odywab MTOW commoners. India design is based any upon parameters inner, and In loran Individual building component, net ��• a "as system. Before use, the building designer must verify Ne appfnbiey of design parameters and property inm coorate this design Into the overall buiWingdesgn. Bfadngunaided letoprevent b c,flogofuda4dualtrusswebamVorchordmembersonly. Addieonaltempareryardpermvtentbredo, WOW always required he stability and to prevent collapse with posaibla personal Injury and properly damage. For general guidance regarding Me fabrication,storage. ddi lvv, moston and braciagofNaaesand beassphms, see AABWPIf Qualriy Criteria, DS"9 ends= Building Component Safety/nformatlon availablefrem Tmsa Plate Institute,218 N. Lee Street, Suite 312. Nomadna, VA 22314. 691 Parke East Blvd. TammR W610 Job . Truss trussType Oty Ply LOT4/2WATERSTONE T20138276 2334450 C5 JACKdPEN TRUSS 4 1 Job Reference (optional) Builders FuSISource (Plant City, FL), Plant City, FL-33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 5 13:33:312020 Page 1 ID:6gDI0H2OVeglNklsxoNemzyuULB-LkBuDraWLBegdZFn_evSU9WIDKE?VXZ47SKfeTzlXg2 -1-0-0 4.10-15 1-0-0 4.10-15 Scale-1:17.6 sad = Plate Offsets (X,Y)— 12:0-1-4 0-0-21 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 - Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.12 - 4-7 >494 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.51 Vert(CT) 0.10 4-7 >575 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 n/a Iva BCDL 10.0 Code FBC201771PI2014 Matdx-MP Weight: 18 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 REACTIONS. (sae) 3=10echanical, 2-0-8-0, 4=10echanical Max Hom 2=185(LC 10) Max Uplift 3=-120(LC 10), 2=-257(LC 10). 4=-71(LC 10) Max Gran, 3=122(LC 15), 2=261(LC 1). 4=87(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All farces 250111) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or4-10-15 oc purling. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf, h=15ft; B=45ft; L=4019t; eave=51t; Cal. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) zone; porch left exposed;C-C for members and fames 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 pelf 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-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 1001b uplift at joint(s) 4Except (it=lb) 3=120, 2=257. 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. MTell USA; Inc. FL Carl 8834 `6504 Parke East Blvd..Tan FL 3361b, Data: May 5,2020 ® WARNING -VedrydealgnpammelemsndREAD NOTES ON THIS AND /NCLUDEOMMEKREFERENCEPAGE WA)gara,IMM0f9BEFOREUSE aseves Design valid or use eNywlh Mne6A somempare. This design Is based only upon parameters shown, and is loran ind'mdual butting mmponast, rat ��' a truca eyalem. Before use. Ne building designer must vedfy Ne applimbilily of design pammetem end properly inmrporato Nis dmlgn into Neovema buildingdesign. Bradng Indicated is to prevent bussing ofNdMdual truss web andlar d,ora members only. Additional temporary and permanent breCpg MOW slways required for stability and N prevent mllapsa Wei possible personal Injury and property damage. For general guidance regarding the Iabdcation.starege.delivery, practicer and braeingoftruaamand Was systems, sea ANSI/Tall QusIW Cdtarts, DSBA9 and BCSIBuRding Component 69" Parse East Blvd. Sef-Whe soon availablefrem Tmss Plata lnstituts,218 N.Lea Street, Sulte312,Alevandda, VA22314. Tampa, FL Seem Jab a Truss Truss Type Oty Ply LOT 4/2 WATER$TDNE T20138277 2334450 C5V JACK -OPEN TRUSS 2 1 Jab Reference o tional Builders Finsource (Plant City, FL), Plant City, FL-33567, xLCI1110 8.240 s Mar 9 2020 MTek Industries, Inc. Tue May 513:33:32 2020 Page 1 Scale=1:17.6 Plate Offsets (X,Y)— r2:0-1-13 0-0-81 LOADING (psf) SPACING- 2-M Cat. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plata Grip DOL 1.25 TC 0.47 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hmz(CT) -0.01 3 Na We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 18 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=10echanical, 2=0-8-0, 4=Mechanical Max Harz 2=185(LC 10) Max Uplift 3=-111(LC 10). 2=-156(LC 10) Max Grav 3=136(LC 15), 2=264(LC 15), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ito) or less except when shown. BRACING - TOP CHORD Structural woad sheathing directly applied or4-10.15 oc purling. BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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 3-0-0 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) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of beading surface. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 1001b uplift at joint(s) except at —lb) 3=111, 2=156. 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 VoIaz PE No:68162'. Ali USA, loc. FL, Carl 6634 �6004 Park¢. Ent Blvd. Tampa F1=�33B10 Data: May 5,2020 AWABNING. VenrydeslgnpammerooandREAO NOTES ON WISANO INCLUDED MRENRUERENCEPAGEMI.7473 . 1""ol3BEFOREUSE owing valid for use oNyveM Mn.W m,mmtom. This design Is based only upon paramete a ehovm, and k foran Individual budding coral rot ��' e truss singer. Before use, the building designer must vasty the applicabidlyof design parameters end pmpedy inmryamte falls design into the iwmall buildingdesign. Bracing Indicated is to prevent budding ofmdMdual buss web andlor dmfd member only. Additonaltempomryandpmmagarluxrg Welk" always reguiredfar stability and to prwanteollapnWfin possible personal Injury and property damage. For general guidance mgardiM the fabricator. storage. delivery, erectan and bracing of Muses and areas systems, ace ANSUrpll Quality CdNdz, DSB49 andBCSl Building component Safetylnfameatlon available from Trues Plate Institute,218 N. Lee Street Suite 312, Alexandria, VA 22314. 6904 Padm East Blvd. Tampa, FL 36610 Job • Truss Truss Type Oty Ply LOT 4/2 WATERSTONE T2013B278 2334450 D7 Half Hip Truss 1 Job Reference o Bonal oa�nuers 'f ....rca (clam Illy. ry, vianr clry, rL-Jdab r, 6.00 12 a.24U s Mar 9 202U MI I ek Industries, Inc. Tue May 5 13:33.44 2020 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULS-TERoylkgHBHghZkHFseVVuVOb7aH2F_zubDzl%fr Scale=1:74.8 5x8 = 2x4 II 5x6 = 3x4 = 5a8 = 5x6 = 3 18 19 20 21 422 23 24 25 6 26 27 28 6 29 30 31 32 7 W 34 35 8 1A 14 36 37 38 13 39 40 41 12 42 43 44 11 45 48 47 10 48 49 50 9 3x6 = 2x4 II En2MT20HS = 3.4 = 8x12MT20HS = Safi = 2,4 = 7-0-0 14-1-12 21-1-12 28-1.12 35-1-12 42-3.8 Plate Offsets KY)- [3:0-" 0-2-8] [5:0-3-00-3-01 [TO-3-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.64 12 >795 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.81 Vert(CT) -0.7812-13 >646 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WE 0.69 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH Weight: 42816 FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP N0.2'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-5,5-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6.0-14 oc bracing. BOTCHORD 2x4 SP No.1 WEBS 2x4 SP No.3`Except* 3-13,5-13,6-12,7-11,8-10: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-341 Max Hom 2=243(LC 8) Max Uplift 2=-1649(LC 8), 9=-1636(LC 8) Max Gmv 2=2921(LC 1), 9=2924(LC 1) FORCES. (Ib)-Max. Comp./Max. Ten. -All tomes 250(lb) or less except when shown. TOP CHORD 2-3=-5846/3186, 3-4=-8024/4517, 4-5=-8054/4547, 5-6=-8900/4992, 6-7=7935/4456, 7-8=-4975/2780, 8-9=-2794/1687 BOT CHORD 2-14=-2922/5154, 13-14=-2923/5175, 12-13=-5010/8910, 11-12=-441717887, 10-11=-2843/5065 WEBS 3-14=-33/688, 3-13=1788/3196, 4-13=-728/723,5-13=960/535,5-12=-239/434, 6-12=-645/1137, 6-11=.1184/955, 7-11=-1809/3220, 7-10=-2195/1556,8-10=-3066/5492 NOTES. 1) 2-ply truss to be connected togetherwith 10d (0.131'x3°) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0.9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 all. 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 This item has been ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated, electronically Signed and 3) Unbalanced roof live loads have been considered for this design. Sealed by Velez, Joaquin, PE 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.8psf, h=1511; 13=4511; L=40ft; eave=5ft; Cat. II; a Digital Signature. g g ature. Ella p C; Encl., GCpi=0.18; MWFRS (directional); LumberDOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. Printed Copies Of this 6) All plates are MT20 plates unless otherwise Indicated. document are not considered 7) This truss has been designed fora 10.0 par bottom chord live load nonconcurrent with any other live loads. signed and sealed and the 8)' This truss has been designed fora live load of 20.OpSf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-M wide signature must be verified will fit between the bottom chord and any other members. 9) Bearing atjoint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify on any electronic copies. capacity of bearing surface. Joaquin yeloi 1,16.68182' 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) Wilk USA, Inc. FL Cott6534, 2=1649, 9=1636. �8404.Pa/keEa'st BIVIL.Tempa.FL33610' Data: AAnw S X011 ;ontinued on ago. 2 -- ' - -- ®WARNING-leelfy assign Parameters and READ NOTES ON TIME AND INCLUDED MnEK REFERENCE PAGE M11-7473 rev. l"donals BEFORE USE eases valid for use onlywiM MTek® cormomm. This design is based only upon parameters mover. and a form individual building component rot ;• ura a asystem. Before use, Me building designer must vedy Me applicabibtyof dasgn Parameters and properly Imomparate age design into Meoveail bulldingdesign. B2ang Indicated is to prevent buckling of Individual truaa web andlor abed members only. Addlifonal temporary and asmemnt baring is for MITek• always required stability and to prevent collapse sees possible personal Injury and tampon, damage. For general guidance regarding Me fabrication, manage. delivery. erection and bracing of busses and buss erasers, see ANSUTP/1 Dualiy Crileca, DSB-89 andBC5l Burning Component Safarylnfamenthm available from Tries, Plate Institute,218 N. Lee Street Suite 312, Assaults. VA 2231C e East Blvd. fi9g4 PamFIL Tampa,36610 Job • Truss ssType Oty Ply LOT 412 WATERSTONET20138278 THMlf 2334450 D7 Hip Tmss 1 Jab Reference (optional) Builders Flrst5ource (Plant City, FL), Plant City, FL-33567, 8,240 s Mar 9 2020 MiTek Industries, Inc. Tue May 5 13:33:44 2020 Page 2 10:6gDIOH2OVegl Nkl szoNemzyuULB-TERoylkgH BHghZkHFseWUYObZ H2F_WbDzJXfr NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 to down and 2151b up at 7-0-0, 871b down and 1641b up at 9-0-12, 87 fig down and 1641b up at 11-0-12, 87 lb down and 164 lb up at 13-0-12, 87 Ib down and 1641b up at 15-0-12, 87 lb down and 164 lb up at 17-0-12, 871b -down and 1641b up at 19-0-12. 871h dawn and 164 Ile up at 21-0-12, 871b down and 164 la up at 23-0-12, 871b dawn and 16416 up at 25-0-12, 87 to down and 164 lb up at 27-0-12, 87 Ito down and 164 Ib up at 29-0-12, 87 Ib down and 1641b up at 31-0-12, 87 to down and 164 Ile up at 33-0-12, 871b down and 164 to up at 35-0-12, 87 lb down and 1641b up at 37-0-12, and 871b down and 164 lb up at 39-0-12, and 871b down and 164 lb up at 41-0-12 an top chord, and 326 Ill, down and 1421b up at 7-M, 65 Ito down at 9-0-12, 651b down at 11-0-12, 65 It, dawn at 13-0-12, 65 lb down at 15-0-12, 6516 down at 17-0-12, 65 lb down at 19-0-12, 65 lb down at 21-0-12 , 65 Ib down at 23-0-12, 651b down at 25-0-12. 65 lb down at 27-0-12, 65 lb down at 29-0-12, 65 fib down at 31-0.12.651b down at 33-0-12, 65 to down at 35-0-12, 65 Ile down at 37-0-12, and 65 lb down at 39-0-12, and 65 lb down at 41-0-12 on bottom chord. The design/selectian of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1 J=54, 3-8=-54, 9-15=-20 Concentrated Loads (lb) Vert: 3=-189(B) 5=-87(B) 14=-310(B) 12=40(B) 7=-87(B) 10=40(B) 18=87(B) 19=-87(B) 21=-87(B) 23=.87(B) 24=-87(B) 25=87(B) 26=-87(B) 27=-87(B) 28=-87(B) 30=-87(B) 31=87(B) 32=-87(B) 33=-87(8) 34=87(B) 35=-87(B) 36=40(13) 37=-40(B) 38=-00(B) 39=40(B) 40=-40(B) 41=-40(B) 42=40(e) 43=40(B) 44=-40(B)45=40(13)46=40(13)47=40(13)48=-40(B)49=40(B)50=40(B) ®WARNING-VarUydesignpwricaNrsand READ NOTES ON DUS AND INCLUUEDMITS(REFERENCE PAGE 111II-7473rev. fWa1015BEFORE USE ��' sse Demign valid for use only v iVM MITek® mnnecom. Tins desgn Is based only upon parameters shcan, and is far an Ntllvidual building wmponent rot a bass meter. Before me. Me builds,designer must verily Me app4oabiry tiof design parameters and properly Incorporate this designinto MeoveraA bas uildingdesign. Bracing Indicated is 0 prevent buckling of Individual muss eat, anNor&ON members only. Additional temporary and permanent bracing WOW required foratabiliy and I ramal collapse with possible persaid, and proper,damage. Forgenemiguldascereg M gardlra fabrication. storage, Melvin, erection and bracing of busses and truss systems. see ANSUTPII Quality Canada,DSB-89 andBCSI Building component 6904 Parke East Blvd. Saleyln7prmallan available loan Tmas Plate In ode, 218 N. Lee Street Sate 312, Re comas, VA 22314. Tampa, R U610 Job • Truss Truss Type Oty Ply LOT4f2 WATERSTONE T20138279 2334450 09 Half Hip Truss 7 1 Job Reference (optional) ovJmersm iraource(rlant cny, VL), riant city, rL- aabbf, 5x8 = 4 21 Y2 23 Sx8 = 5 a.z4u s Mar B 3uzu MI I ek Sxe = 6 24 25 idustnes, Inc. lue May 513:33:452020 Page 1 07A9e1I2VPhJjJTpa9k265a5zt2n)38DdjP7fzJXfq 48-0-122-3-e _F I Scale=1:74.8 5x8 = 5.6 = 7 26 a '7 a 15 14 13 12 11 10 9 3x6 = 3xA = 4x6 = 3x6 = 5a8 = 3x6 = 5.6 = 3x4 9-0-0 i]d-12 I 25.7-12 I 33-10-12 42-M Plate Offsets (X,Y)- f4:0-6-0,0-2-81. (5:0-4-0 0-3-0) j6:0-3-0 0-3-01 17:0-0-00-3-01 LOADING (psf) SPACING- 2-" CSI. OEFL. in floc) IfdeB L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Verhl-L) 0.46 12-13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.6912-13 >738 180 BCLL 0.0 Rep Stress her YES WB 0.64 Hoa(CT) 0.15 9 n1a n/a BCOL 10.0 Cade FBC2017/TPI2014 Matrix-MSH Weight: 221 lb FT=20% LUMBER - TOP CHORD 2x4 SP Na.2 *Except' 4-5,7-8: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-13,5-12,7-12,8-10: 2x4 SP No.2 REACTIONS. (size) 2=0.", 9=0-3-8 Max Harz 2=297(LC 10) Max Uplift 2=-795(LC 10). 9=-720(LC 10) Max Gmv 2=1633(LC 1), 9=1558(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0oc bracing. WEBS 1 Raw at midpt 4-13, 5-12, 7-12, 8-10 FORCES. (Ib)-Max. Comp./Max. Ten. -All tomes 250(lb) or less except when shown. TOP CHORD 2-3=2985/1922, 3-4=-2793/1832, 4-5=3579/2283, 5.6=-3509/2145, 6.7=-3509/2145, 7-8=-2363/1425, 8-9=-1483/1000 BOT CHORD 2-15=.1925/2628, 13-15=-1691/2475, 12-13=-2297/3593, 10-12=-1453f2399 WEBS 3-15=-308/347,4-15=-163/441,4-13=-674/1339,5-13=A78/420,6-12=-0141396, 7-12=-794/1274, 7-10=-1110/882,8-10=1600f2657 NOTES. 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=151 ; B=458; L=4011; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(7) 2-8-0 to 3-4-2, Extedor(2) 3-4-2 to 14-7-14, Inledor(1) 14-7-14 to 38-1-12, Extenor(2) 38-1-12 to 42-1-12 zone;C-C for members and (areas & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Bearing at Jolnt(s) 9 considers parallel to grain value using ANSUTPI 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 1001b uplift at joint(s) except (jl=1b) 2=795, 9=720. 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 bbTakUSA, Inc. FUCdrt 6634- �6604Parke East BNd,"rini FL 33610, Dale: May 5,2020 ®WARNING-Vedryd•Wgnperamele aamdREADNOTESONMSANDINCLUDEDLIITENREFERENCEPAGEAgI.71l3nw..1"w0fa6EFOREUSE Design valid far use only wM MnsklD connectors. The design Is based only upon parameters shown, and is for an indlMdual bugding component not ;• abusssy9lem.Beforeuse,thebuildingdesignermustvenfytheappgwNftyofdesignpammetersendpmpedy Inmq m%Wsdesignintotheowmd bulldingdealgn. among Indicated is to prevent budding of indiNdualWu web anNor chard members only. Additional tempofary and permanent bmdng MiTek' m olwaya required for stateldy and to prevent collapse with passible personal Injury and properly damage. Forgenemlguldanceregardirglhe fabrication, storage, depvery, erection and bracing ofbusses and busseyslems,sea ANSUTPIf Ouallry Cdfeda, OSe-89 endeG5l aullding Component Safire,h farm.11. avaAable from Tmse Plate bugMe, 21B N. Lee SbeeL Suite 312, Alexandre, VA 22314. fi904 Pact lvd. East East B Tampa FL 36610 Job 1 Truss Truss Type Oty Ply LOT 412WATERSTONE T20138280 2334450 D11 Hip Truss 1 1 Jab Reference (optional) u niawauroc Inane 111y, 11l, nor] ue,y, ru- ca. o,, Sea = 141111111171. e.Gvo s my, o GVGV an leer moddme5. in'. IUe May J l3:JJ:J32UZU 5x8 = 5x6 = 5x8 = 23 5 6 24 25 7 Scale =1:74.8 A 15 .. -- 13 a 121 1 aO 10 9 Us 3x4 = US — 3x4 = Sxe = 3x6 = 2x4 = 3x6 = 11-0-0 I 19-3.4 I 27-4-12 I 35d-0 42-3-e l4J J Plate Offsets(X,Y)— [2:0-2-90-1-81 [4:0-0-00-2-81 [5:0-4-00-3-01 [6:0-3-00-3-01 IT0-5-80-2-4] [8:0-3-00-1-81 LOADING (psn SPACING- 2-0-0 CSI. DEFL. in (lac) Odell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.32 15-18 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.71 15-18 >709 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(CT) 0.12 9 We Na BCDL %0 Code FBC2017/TPI2014 Matrix-MSH Weight: 225 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2'ExcepC 4-5,6-7: 2x4 SP M 31 BOT CHORD 2x4 SP No.i WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-e-0, 9=0-3-8 Max Horz 2=195(LC 9) Max Uplift 2=-805(LC 10), 9=-710(LC 10) Max Gray 2=1681(LC 15), 9=1558(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 4-6-0oc bracing. WEBS 1Raw at midpt 5-12,7-12 FORCES. (Ill) - Max. Comp./Man. Ten. -All fames 250(Ib) or less except when shown. TOP CHORD 2-3=-2973/1958, 34=-2721/1834, 4-5=2997/2106, 5-6=-2761/1942, 6-7=-2763/1943, 7-8=-1659/1248, 8-9=-1501/1089 BOT CHORD 2-15-1745/2729, 13-15=-1445/2455, 12-13=-1860/3045, 10-12=-970/1584 WEBS 3-15=-405/427, 4-15=-199/573,4-13=.48B/907,5-13=-359/365,5-12=-390/211,. 6-12=-464/458, 7-12=-866/1469, 7-10=.378/411, 8-10-962/1623 NOTES. 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ni TCDL=4.2psf; BCDL=5.8psf, h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-0 to 2-8-0, Intedor(1) 2-6-0 to 5-4-2, Exterior(2) 5-4-2 to 16-7-14, Interior(1) 16-7-14 to 30-0-2, Extedor(2) 30-0-2 to 42-1-12 zone;C-C for members and fames 8 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 nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chard and any other members, with BCDL = IO.Opsf. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 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 at=lb) 2=805,9=710. 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. Jbaquin Velez PE No.66182 MT4kUSA; Inc. FUcert 6674, �6804Padce East Blvd. Tampa FL jj@fp; Date: May 5,2020 Aw4RNING-Vedfy*agnpmarmteraend READ NOTES ON TMSANBINCLUDWMREKREPERENCEPAGEW&173ne 10110=015BEFORE USE Design valid far use only with MTeIA comme ea. This design is brand only upon parametem shown, and is force Individual building campomnt, rot �—' e buss system. Before me, Ne building nudism must Verity Me applicability of design parameters end mostly revisionism this design Wbtlre ovemp building design. Braclwing indicated is to prevent Isaing of NdMduel(ruse web antler Mond members only. Additional temporary and permmod arm, _ MiTek Is aaysn i lud.tabpay and to prevent call.,.Willipeaaiblepemand injury and property damage. For general guidance regarding the febricalioo.storage, dellvery,ereson and bracing of mosses and hues systems. son, ANSUTPH Duality Crfterfs, DSB49 and SCSI Building Component SAey/ni edim avalleble f..T..Pi.WinsbWte,218N.Lw St tSulte312,A.e dd..VAU314. EastB 69g4 Pares East Bind. Tampa.re Job • mss cuss Type Oty Ply LOT4/2WATERSTONE T20738281 ' 2334450 D13 Hip Tmss 1 1 Jab Reference (optional) buymers rlrsxsouroe IPlant clry, 1-1-1, Plant Illy, rL- usbEl, 6.44U s mar 9 zuzu mi I ex Inpa901e5. Inc. I ue may b 1J:aH:Jo zoz0 Scale=1:T7.7 6.00 12 5x6 = 2x4 II 5 25 20 II 6x12 MT20HS = 5x6 = 26 6 27 28 7 8 20 19 " 14 13 12 11 3x6 = 54 = 2.4 II 20 11 5x8 = 6x8 = ]-5-9 11-2-0 1 20-11-0 28-ID-0 339-0 42-3-8 I 1.9 iAd a.e11 1_n e_rM Plate Offsets (X,Y)- 13:0-3-0,0-3-01. 15:0-4-00-2-81 18:0-6-00-2-81 rl5:0-6-8 0-4-121 116:0-3-8 Eduel 117:0-2-12 0-3-41 LOADING (pso SPACING. 2-M cSL DEFL. in (lox) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.79 Vert(LL) 0,44 16-17 499 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.8416-17 >603 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Holz(CT) 0.32 11 n1a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 255 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP NO.2 *Except* TOP CHORD 5-7: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except' BOT CHORD 4-19.7-13: 2x4 SP Np.3, 16-17,15-16:'2x4 SP No.1 WEBS 2x4 SP No.3 *Except' WEBS 17-20: 2x4 SP No.2, 10-11: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Hors 2=235(LC 9) Max Uplift 2=-791(LC 10). 11=-697(LC 10) Max Grav 2=1651(LC 1), 11=1576(LC 1) FORCES. (Ib)-Miss. CompJMax.Ten. -AII fames 250111) or less except when shown. TOP CHORD 2-3=-3032/1896, 3-4=-4104/2692, 45=-4048/2744, 5-6=-3758/2551, 6-7=-3749/2542, 7-8=-3312/2293,8-9=-190511363 BOT CHORD 2-20=-1671/2661, 16-17=-1890/3127, 15-16=-1997/3362, 7-15=-623/502, 11-12=-890/1302 WEBS 3-20=-1345/975, 17-20=-1886/3071,3-17=-563/1047,5-17=-749/1324,5-16=380/887, 6-16=468/487,7-16=-252/528, 12-15=-1010/1780,8-15=-1385/2294,8-12=-951/608, 9-12=95/540, 9-11=-1853/1307 Structural wood sheathing directly applied or 2-2-0 oc pur ins, except end vedicals. Rigid ceiling directly applied or 4-3-14 oc bracing. Except: 10-" oc bracing: 17-19, 13-15 1 Row at mldpt 8-15, 9-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Bpsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-14-0to 2-8-0, Interior(1) 2-8-0 to 7-4-2, Extedor(2) 7-4-2 to 18-7-14, Interior(l) 18-7-14 to 28-0-2, Extenor(2) 28-0-2 to 42-0-12 zone;C-C for members and forces & MWFRS forreactions 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 nonconcumentwith any other live loads. 6)' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-M wide Will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 11 considers parallel to grain value using ANSIrrPI 1 angle to gmin formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=791, 11=697. 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 Yulae PE No.68182' Nrrek USA; Inc. FL Ceit'6634; , 6804 Parke East BNdTampa FL 33810 Data: May 5,2020 ' AWARNIND-VMfy tledgnpvamemrsandREAO NOTES ON THISAND INCLUDED MNEKREFERENCEPAG£ 116IO473no, 100302015BEROREUSE Design valid for use a lvpth MIsW wnnedom. This Mn,,, Is based only upon parameters shown. and is for an individual building mmponent,not a truss system. Before use, Me building designer must venry Me appecxbiety of design parameters and property mourpmats this design Into the avoree buildingdesign. Eroding Indicated is to prevent bucding ofindivldual truss web endlor Mard member¢only. AdMllowl temporary and permanent bradog MiTek' b shvaya required farstabllity and to prevenlcollapsewiM possible personal injury and pmpeMdamage. PorgemmlgYldencemgardim Me fabdcation.storage, darvoy, erection and bracing oftrusses and truss symmns, sss AN517TP11 Dually Criterls, DS849 and SCSI Building Component Selefyinfavisdon available lmm Truss Plate Institute, 218 N. Les Street. Sidle 312. Alexandria. VA 22314. 6904 Parke Ems Blvd. Tampa, FL W610 Job • Truss Truss Type Oty Ply LOT 4/2 WATERSTONE T20138282 2334450 D15 Hip Truss 1 1 Jab Reference (optional) uuyu... r„.,00u,ce tnanw,, , ry, nanl ury, rL-a..I. o.crV s Mar a evtu mi Iex Inoustrles, Inc. rue May 013::1a:ab Lulu • Scale =1:77.7 R1 Sx6 = 6.00 12 5x6 = 2x4 II 5.8 = 21 20 .. 3x4 = 14 13 12 m ab 11 3x6 = 5x6 = 2x4 II 2a4 II Sx8 = 6.8 = ]-&9 11-2-0 19-7-0 28-10-0 31-8-0 42.1-8 T-tg I Plate Offsets (X,Y)— [3:0-3-0 0-3-01 [5:05-8 0-2-41 [6:0-3-0 0-3-4] [8:05-8 0-2-01 [15:0-3-00-2-121 [78:0-2-12 0-3-41 LOADING (psf) SPACING- 2-M CSI. DEFL. In (roc) Udeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 VerdLL) 0.40 19 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.96 Vert(CT) -0.7315-17 >694 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Hom(CT) 0.31 11 nva n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 261 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD 5-6: 2x4 SP M 31 BOT CHORD 2x4 SP No.2'Exwpt' BOT CHORD 4-20.7-13: 2x4 SP No.3, 16-18,11-14: 2x4 SP No.1 WEBS 2x4 SP ND.3*Except* 18-21: 2x4 SP No.2, 10-11: 2x6 SP No.2 WEBS REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=276(LC 9) Max Uplift 2=-791(LC 10), 11=697(LC 10) Max Grev 2=1707(LC 15), 11=1599(LC 16) FORCES. (lb) -Max. Comp./Max,Ten.-All forces 250(Ib) or less except when shown. TOP CHORD 2-0=-3102/1887, 3-4=A303/2706, 4-5=-4328/2842, 55=-3049/2097, 6-7=-2596/1911, 7-8=-2577/1902, 8-9=-194411423 BOT CHORD 2-21=1650/2885, 17-18=-1641/2937, 15-17=-1809/3066, 11-12=-999/1451 WEBS 3-21=-1467/960, 18-21=-1860/3315,3-18=510/1116,5-18=-997/1719,5-17=-88/501, 6-15=656/406, 12-15=-1116/2098, 8-15=-1296/2163,8-12=-1284/789,9-12=-24/407, 9-11-1902/,1357 Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. Rigid ceiling directly applied or 2-2-0 Oc bracing. Except: 6-0-0 Do, bracing: 13-15 10-0-0 oG bracing: 18-20 1 Row at midpt 6-15, 8-12, 9-11 NOTES- 1) Unbalanced met live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=151t; B=45ft; L=40ft; eave=5ft; Cal. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-4-2, Exledor(2) 94-2 to 20-7-14, Interior(1) 20-7-14 to 26-0-2, Exterior(2) 26-0-2 to 37-3-14, Interior(1) 37-3-14 to 38-0-12, Exterior(2) 38-0-12 to 42-0-12 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 pond Ing. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 6) Bearing at joint(s) 11 considers parallel to grain value using ANSI7TPI 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 at=lb) 2=791.11=697. 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 MIMOSA, Inc. FL Can 6634 8907 Parke East BlvdTaril 3$610 Data: May 5,2020 ®WARNING-VedfydesignpnraamnnndiNOTES ONMSAND INCLUDED MITEI(REFERENCEPAGE MB-74P3inn,f 0D2015BE REUSE Daalgn valid for uaa aniyrrah MTe® mnnectors. Tive design la basetl enlyupon panmelen shown, and a for an individual building component, rot �• trms sybrem. Before use, 0e builtling dosignermuat vsdty Ne epplicabllityaf desgn panmet. and properly Inwreanco Mis design Into Ibe oventi boildbgdesign.Bracingindicaletliaapmventbutldagof Individual WsswobanNorcboNmembenanly, Additional lamporary and permanent bradrq _ MOW 2nayo requ4ed far sabiii, and to prevent Collapse Won passible personal Njury and property damage Forgenemlguldancernardrg Dw fabtlCofion. angge, tldivery, arecdpn and brazinpof busses and Waa ayatems. eee ANSVrPI1 Duality Criteria, DSB-89 and Be& Building Component Saferyinformadon ova lablefrom Tmsa Pea In.ftW 218 N, Lee Steel Suite 312, M..a dda, VA 27314. 6904 Parke East Blvd. Temp., FL 36610 Jab • mss cuss Type Oty Ply LOT 412 WATERSTONE T20138283 2334450 D17 Hip Truss 1 1 Job Reference (options]) o r„arow,w Iriam x,ay, ry, Pine On, FL moor, e.wu a mar a meu mu ea mausmes, no. ma easy o le:oe:aa zu4u rage 1 ID:6gDICH2OVeg1Nk(sxoNemzyuULB-wXhEgvhLWgzeH7ueX5GdlOC8VWeSy6c2WXNZzJXfx 1-0-0 538 7-]41 11-2-0 23-0-0 29d-0 354i-0 42-341 2-0-0 3-0-12 5-B-12 6-0-0 6-0-0 5-10, B-9-0 Seale=1:78.0 6.00 12 5x8 2x4 II 5x8 = 6 277 28 29 30 8 12 9 22 21 4° 14 13 12 11 3.6 = 6.8 = 2x4 II 2x4 II ses = 3x8 = 538 7-71 17-0-0 I 23-0-0 29-e-0 35-fi-0 i 42341 L A awn Plate Offsets (X,Y)— [5:0-4-0,0-3-01 [6:0-6-0 0-2-81 18:0.5-0 0-2-0j [15:0-5-0 0-2-12j ry9'0-2-8 0-3-81 [22:0-3-8 0-3-0j LOADING (psi) SPACING- 2-0-0 C51. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.55 20 ,920 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.9318-19 >542 180 BCLL 0.0 Rep Stress Incr YES We 0.98 Horz(CT) 0.37 11 Na We BCDL 10.0 Code FBC20177TPI2014 Matrix-MSH Weight: 268 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2*Except' 4-21,8-13: 2x4 SP No.3, 17-19: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3'Except' 10-11: 2x6 SP No.2, 19-22,3-19: 2x4 SP No.2 WEBS REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Harz 2=317(LC 9) Max Uplift 2=-787(LC 10), ll=-693(LC 10) Max Gmv 2=1712(LC 15), 11=1602(LC 16) FORCES. (Ib)- Max. Comp./Max. Ten. -All fames 250 (Ib) or less except when shown. TOP CHORD 2-3=-3213/1903, 3-0=6438/3758, 4-5=-6495/3793, 5-0=-2925/1973, 6-7=-2579/1946, 7-8=-2579/1946, 8-9=-2486/1773, 9-10=-1874/1281, 10-11=-1537/1108 BOT CHORD 2-22=1697/3039, 18-19=2282/3951, 16-18=-1412/2688, 15-16=-1223/2219, 8-15=155/547 WEBS 5-19=1359/2839,5.18=-1498/1024, 6-18=-428/1018,6-16=-168/301,7-16=387/428, 8-16=-381/666, 9-12=-967/775, 10-12=-1022/1637, 12-15=.1057/1688,9-15=-227/789, 3-22=-2641/1545, 19-22=-2184/3987, 3-19=-1607/2969 Structural woad sheathing directly applied or 2-0-6 oc puffins, except end verticals. Rigid ceiling directly applied or 4-0-0 oc bracing. Except: 10-" cc bracing: 19-21, 13-15 1 Row at midpt 5-18 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=l66mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.epsf, h=1511; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-1-8, Exterior(2)11-1-8 to 22-7-14, Intedor(1) 22-7-14 to 24.0-2, Exterior(2) 24-0-2 to 35-64, Interior(l) 35-6-4 to 38-0-12, Exterior(2) 38-0-12 to 42-0-12 zone;C.0 for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 psf bottom chord live load 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 chant and any other members, with BCDL= IO.Opsf. 6) Bearing at joint(s) 11 considers parallel to grain value using ANSI/Tat 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 1001b uplift at joint(s) except 0=I6) 2=787, 11=693. 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. J6aquio Velez PE No.68182 M,Tek IISA; Inc: PL Cer(@934� 6904 Pzrke East Blvd. Tampa FL 33610 Date: May 5,2020 ®WARNING-Vedfydatico ganmeterseaMREAD NOTES ON THISANDINCLUDED MREKREFERENCEPAGEWA7473re, 1001=013BEFORE USE Design vatid for use pnlywl0 MiTe0.® connectors. This dealga Is based odyopan parameters shown, and is far On individual building component, rat ��' a truss system. Before use, the building dasignermuat welly, ppe ne acabibtasgwry yefdn paremetefo and properly Inrcla Nis design Into theeveal) butldingdeelga Bracing Indicated Is to prevent buckling of Individual tmss web andtor chord members only. Additional temporary and permanent baton, MlTek' la shwa,ro4ubed foratabilityand to prevent collopsewlthpossible personal Injury and property damage. For general guidance regarding as fabrcabon,stomge,delivery, ereclon and braoingoftruases and boas 6yafeme,sea ANSIRPll Quality criteria, DSB49 and BOSI Building Component Sabty/nrermadear available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandre, VA 22314. 6904 Pare East Blvd. Tampa, R 36010 Job a Truss Truss Type Qty Ply LOT 412 WATERSTONE T20138284 2334450 D19 Hip Tress 1 1 Job Reference (optional) Butiders FirstSource (Plant City, FL). Plant City, FL-33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 513:33:39 2020 Page 1 ID:6gD10H2OVegl NklsxoNemzyuULB.6GevvagYSfeXbosJSJ2KorrdYt6NmFrhG4v7zJXfw 1-0-0 4-0-0 6-8-0 123-12 19-0-0 2]-8-0 2 -10 355-0 42-341 O 4-0-0 2.8-0 5-7-12 6-8-0 8-e-D -2-0 6-7-0 6-10-8 5x6 = 6.00 12 5x8 6 26 5 412 i 6x12 MT20HS i a 3 1.5x8 STP=25 �804W20HS 2 =17 1 21 20 19 6x12 MT20HS = 3x6 = 5x8 = 3x4 = Scale = 1:78.5 5x6 = 2x4 II 727 8 28 5x6 9 29 5x8 C 10 15 30 31 Iry 14 13 12 2x4 II 5x8 = ass = 4-0-0 6-8-0 123-12 19-0-0 28-10-0 35-5-0 4.8 411 2-8-0 5-7-12 i 9-11, I 6-1-0 IL Plate Offsets(X,Y)- [3:0.5-4,0-2-4],[4:0-5-0,0-1-8],[5:0-4-0,0-3-0],[6:0-3-8,0-2-4],f/:0-3-8,0-2-4],[9:0-3-0,0-3-4],[15:0-0-12,0-2-8],[16:0-4-12,0-3-0],[17:0-5-8,0-3-0], I18:0-5-8.0-401 LOADING (pso SPACING- 2-M CSI. DEFL. in (loc) Odefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.85 19 >597 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 Be 0.81 Vert(CT) -1.17 19 >432 180 IAT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(CT) 0.55 11 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-MSH Weight 2841b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Excil TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purins, 6-7,1-5: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 4-4-7 cc bracing. Except: 4-20: 2x4 SP M 31, 16-18: 2x6 SP M 26, 8-13: 2x4 SP No.3 10-" oc bracing: 18-20, 13-15 15-16: 2x4 SP ND.1 WEBS 1 Row at midpl 4-17, 5-16 WEBS 2x4 SP No.3 *Except* 3-21,10-11: 2z6 SP N0.2, 18-21,4-17,7-16: 2x4 SP Nm2 3-18: 2x4 SP No.1 REACTIONS. (size) 2=0.8-0, 11=0-3-8 Max Horz 2=358(LC 9) Max Uplift 2=-788(LC 10), ll=-097(LC 10) Max Grav 2=1680(LC 15), 11=1575(LC 1) FORCES. (Ib)-Max. Comp./Max. Ten. -All foxes 250(lb) or less except when shown. TOP CHORD 2-0=-3190/1858, 3-4=-9863/5557, 4.5=-3953/2484, 5-6=-2581/1792, 6-7=-226611713, 7-8=-2327/1827, 8-9=-2426/1713,9-10=-1872/1245, 10.11=-1511/1078 BOTCHORD 2-21=-1681/3069,20-21=-2041356,4-18=1892/3691,17-18=4940/9094, 16-17=-2051/3690, 15-16=1102/2023,8-15=-199/263 WEBS 3-21=-2483/1428,18-21=-1939/3570,3-18=-3280/6047,4-17-5497/2941, 5-17=-433/1002, 5-16=-1569/1007,6-16=-004/753, 7-16=-136/458,7-15=-374/748, 12-15-102211688, 9-15=-207/686, 9-12=907/721, 10-12=-97711632 NOTES- This item has been 1) Unbalanced roof live loads have been considered for this design. electronically signed and " 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Bpsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. Sealed by Velez, Joaquin, PE 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -14-0 to 2-8-9, Inteiior(1) 2.8-0 to 13-4-2, Exterior(2) 13-4-2 to using Digital Signature. g a g g 33.3-14,Interior(1) 33-3-14to38-0-12, Extericr(2)38-0-12 to 42-0-12 zone;C-C formembersand fors MWFRSforreac8ons shown; Lumber DOL=1.60 plate grip DOL=1.60 Printed copies of this 3) Provide adequate drainage to prevent water ponding. document are not Considered 4) All plates are MT20 plates unless otherwise indicated. Signed and Sealed and the 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcumn ith any otherlive loads. ' Signature must be Verified 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 fit between On any electronic Copies. will the bottom chord and any other members, with BCDL = 1O.Opsf. 7) Bearing at joint(.) 11 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify Joaquin Velez PE No.6818T capacity of bearing surface. MiTek USA, Inc. FL'Cail6634- 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) �6904 Parka gist BNB Tampa FL 33810 2=788, 11=697. Date: May 5,2020 ®WARNING -VeHydeelgnparamatersandREADNOTES ON THIS AND INCLUDED MNEKREFERENCE PAGE 1141d473mv. 10,10Y101.1BEFORE USE ' Design valid far use only sth MITeW wnnecters. This design Is based only upon pammetem shown, and Is hr an Individual building component,rat a Noe syehm. Behr. use, %a building devgner must vent' Me applicability of design parameters and propedy incorporate Mile design Into Me overall bardingdeslgn. Bmdnglodhte IsWpmventbuchgcfhdMdualmw. banNcraoNmembemonly. Additional temporary and petmanenthraG,q MiTek' is alwaysreauired for stability and to prevent collapse WM possible p.2onal Injury and propeM damage. For general guidance regarding the fabnwDvn. storage. deliv . ..Us. and bradng of trussand trues ii,ema, see ANSVTPH Dually CrAwl DSB-89 and BCSI BuIIWbg Component Sareiyrnlormedon ova„ ie bra TmesPlat. Institim,218 N. Lee Street, Suite 312, Ahxandda, VA 22314. 6904 Parke East Blvd. Tampa, FL W610 Job I Truss Truss Type Qry Ply 10T4/2WATERSTONE T20138285 2334450 D21 HIPTRUSS i 1 Jab Reference (optional) o iim.ma..rstbource lrlam ury, rL1, Plant Lay. FL - aJbbl, 8.240 s Mar 92020 MiTek Industries, Inc. Tue May 513:33:41 2020 Scale -1:79.8 5x6 6.00 12 5,13 = 19 13 12 11 10 gas = 3.6 II 2x4 II US = Us = fi-0-0 6-3r0 13.7-8 21-0-0 28-10-0 355-0 42-0-8 fi-0-0 n, 7dA 93 A I Plate Offsets (X.Y)- [3:0-3-0 0-3-0) [4:0-4-00-3-01 [5:0-M 0-2-01 16:0-3-0 0-2-01 18:0-0-0 0-3-01 [14:0-2-0 0-3-07 LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.22 14-15 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.3914-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Herz(CT) 0.08 10 Na n1a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight: 266 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2'Except* 3-19,7-12: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3*Except* 9-10: 2x6 SP No.2 WEBS REACTIONS. (sue) 2=041-0, 19=0-3-0, 10=0-3-8 Max Ho¢ 2=399(LC 9) Max Uplift 2=.281(LC 10), 19=-861(LC 10), 10=592(LC 10) Max Gmv 2=272(LC 19), 19=1669(LC 15), 10=1372(LC 16) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-360/422, 3-4=-1967/1271, 4-5=-1641/1224, 55=1386/1214, 6-7=-1957/1546, 7-8=-1934/1358,8-9=-158211014, 9-10=1309/904 BOT CHORD 18-19=-16731982, 3-18=-1608/1019, 15-17=.941/1807, 14-15=-665/1392, 7-14=-326/406 WEBS 3-17=842/1593, 4-15=-022/354, 5-15=-139/465,6-14=-547/883, 11-14=-807/1419, 8-14=98/461, 8-11=-727/582, 9-11=-75411340 Structural wood sheathing directly applied or 35-10 as putting, except end verticals. Rigid Selling directly applied or4-4-0oc bating. Except: 10-" oc bating: 12-14 1 Row, at midpt 4-15,6-15 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=5.8psf, h=1511; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedar(2)-1 4.0 to 2-8-0, Inlerfor(1) 2-8.0 to 15-4-2. Extenor(2) 15-4-2 to 31-3-14, Interior(1) 31-3-14 to 38-0-12, Exterior(2) 38-0-12 to 42-0-12 zone; poach left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 6) Bearing atioint(s)10 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verily capacity of bearing surface. 7) Provide mechanical connection (by others) oftruss to hearing plate capable ofw8hstanding 100 lb uplift at joint(s) except Gt=lb) 2=281, 19=861, 10=592. ' 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 Velea PE No.68182' MITak USA, Inc. FLcert6sm -9904 isarke,East Blvd. Tampa FL'7$610, Data: May 5,2020 ®WARNING-verilydesignpenmefersaedREAD NOTES ONTNISANDINCLUDWMITENREFERENCEPAGEWI74TlreIP&TSl1D1dBEFOREUSE assess� Design valid for use pnlywilh MReM pnnnecb,a. This designIs based arly upon parameters shaven, and is for an individual building anmpanenk not trans,atrans,stream. Before me, Na bantling designer must venfy Ma appliry cability of design parameters and properly Inaaorsads s design into Me overall building design. Brad,g indicated is to „event b.c ing of IndMduel Wm web w&or chord members only. Additional tempmary and pem,anentbracing Is for WOW ahvayerenutrad stabnity and to prevent collapse War parmsble personal Injury and properly damage. For general guidance ragardin, the fabrication,sbmg%primary. erection and bracing of trusses and arms systems, see 4NSWPl1 Quality Criteria, DSBd9 and BCSl Building Component Stlety/n/ aUoo available farm Trues Plata lnsfmne,218 N. Lee Street, Suite all, Alexandra. VA 4314. good PaAa East Blvd. Tampa, FL 36610 Job a Truss Truss Type Oty Ply LOT412WATERSTONE T2013B28fi 2334450 E7 Jack -Open Truss 33 7 Job Reference (optional) S Alders FlrslSo irce (Plant City. FL), Plant City, FL-33567, 8.240 s Mar 9 2020 MiTek Industries. Inc. Tue Mav 513:33:46 Scale-1:23.0 Plate Offsets (X Y)— f2:0.2-10 0-1.81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Well Ltd PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.79 Vert(LL) 0.19 4-7 >436 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) .0.21 4.7 >400 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hoa(CT) -0.01 3 rlla We BCDL 10.0 Code FBC20177TPI2014 Matrix -MP Weight: 241b FT=20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Hoa 2=241(LC 10) Max Uplift 3=-161(LC 10), 2=-179(LC 10) Max Grew 3=199(LC 15), 2=343(LC 15), 4=124(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf, h=15ft; B=45ft; L=40ft; eave=5ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcumant with any other live loads. 3) ' 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 2-0-0 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 10016 uplift at Joint(s) except at -lb) 3=161. 2=179. 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 yalaz PE No.68182` MTek USA, Inc. FL Cad 66M 1904 Parka EisI BIa4.TsmpaFL 33810 Date: May 5,2020 1 & WARNING- wfwfydealmparameranaMREAD NOTES ON TMSANDINCLUDEDM? REFERENCEPAGENI7473n. lW342015BEaDREUSE Deign valid for use any wbh MiraW nne ers, TMs design Is based only upon pars,eatere shown, and Is for an individual adding component, rot �s a truss system. Before use, Ine building designer must vasty me eppllwMlity of dealgn parameters and pmpeMcoNu inrporate dealgn Into the overao adidingde9gn. Brading tndiwted latoprewmtbualding of tndlAdual huse web undlor ohms member only. Additional temporary and pe,manenbumaln, It always required for stability and to prmantcollapse with poselbte psrsonal injury and proposy damage. Forgeneratguldanceregandi,xl Me MtTe'(' fabrication, staregs,tldivery,erecdon antl bracing of trusses and alas eyetana, see ANSWPIr Qualify criteria,DSB-99 and BCSl Building CmnPonenr Saletylnfarre ass available from Truss Plate lnettuts, 218 N. Lee Strad, Suits 312, Alsxendrm, VA 22314. da East B 6904 Pane Fall Blvd. Tempo, Job a Truss Truss Type Oty Ply LOT 4/2 WATERSTONE T20138287 2334450 EN Jack-0pen Truss 3 1 Job Reference (oplicna0 Bu;ders FirstSource (Plant City. FL), Plant City, FL- 33567, Us 8,240 s Mar 92020 MiTek Industries, Inc. Tuts May 5 13:33:47 2020 Scale =1:22.6 Plate Offsets (X,Y)— 12:0-1-120-0-81 12:0-2-8 Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.27 4-7 >312 240 MT20 2441190 TCOL 7.0 LumberDOL 1.25 BC 0.87 Vert(CT) -0.23 4-7 >364 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.02 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 27 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Hom 2=241(LC 10) Max Uplift 3=-146(LC 10), 2=-172(LC 10), 4=13(LC 10) Max Grav 3=186(LC 15), 2=341(LC 15), 4=119(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 3-2-14 cc putting. BOTCHORD Rigid ceiling directly applied or 5-1-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at Joints) 2 considers parallel to grain value using ANSYnal 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) 4 except Qt=lb) 3=146,2=172. 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 Value PE NB.88182 MTek USA; Ibe. FL'Cert 6534; �6984 Parke East Blvd-Talripa FL E3810 Data: May 5,2020 ®WARNING• VeNydeslgnpaameters and READNOTEE ON THIS AND tUCLUDEDM? REFERENCE PAGE AV.7473rey. Maligns BEFORE USE !' Design mid (or use onlywim Mmek®mnmdx m nm design is based onlyupon pammeters shown and is for an lndlvidual bu0dmg mmponen4 not ■` a truss system. Before use, me building designer must vedy the applicability of design parameters and properly incmparete one design Info me overall buiidingdosign. among indicooduto preventbucklingofindivldual trasawebandtorchcdmembes only. Additional temporary and permanent among MiTek' Is always required for stability and to sventedlepse Won possible personal injury and propertyFa damage. r general guidance regarding the fabdratbq usage, delivery. emotion and bracing diseases and Rues systems, see ANSNP/f Quality Wheys, DS849 andBCS/ Building Component Serey/nlwmeUen ..liable from, Tmsa Plate lnsble,218 N. Lee Street. Suits 312, Atazandda, VA 22314. 6904 Para East Blvd. Tampa. FL 36610 Job • Truss Truss Type Oty Ply LOT 412 WATERSTONE T20138208 2334450 FG Flat Truss 1 Job Reference (optional) eu8ders Flrst5ource(Plant City, FL), Plant City, FL-33567, 6.00 12 3x 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 513:33AS 2020 4x6 = Scale =1:27.3 Plate Offsets X,Y — 5:0-4-00-0-0 LOADING (psf) SPACING- 2-M CSI,. - DEFL. r• in floc) I/deft L/d PLATES TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.02 4-5 >999 240 _GRIP MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.17 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.28 Hoa(CT) 0.00 6 r1a We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 10116 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 6-0-0 cc putting, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. REACTIONS. (size) 6=0-M, 4=0-8-0 Max Ho¢ 4=-72(LC 6) Max Uplift 6=-989(LC 8), 4=-926(LC 8) Max Gray 6=2109(LC 1), 4=1925(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 1-2=-14701712, 2-3=1470/712, 1-6=-1477/732, 34=-1477/732 WEBS 2-5=473/1094, 1-5=675/1482, 3-5=-075/1482 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0.9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASES) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; 11=15ft; B=4511; L=40ft; eave=5ft; 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 (Dads. 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 This item has been will fit between the bottom chord and any other members. electronically Signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at=lb) sealed by Velez, Joaquin, PE 6=989,4=926. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1169 lb down and 582111 up at using a Digital Signature. 34-12, and 11691b down and 5831la up at 5.4-12, and 1281 lb dawn and 5341b up at 14-12 on bottom chord. The Printed copies Of this desigNselection of such connection device(s) is the responsibility of others. document are not Considered signed and sealed and the LOAD CASES) standard signature must be verified i) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ on any electronic copies. Vert: 1-2=54, 2-3=-54, 4-6=20 Joaquin Velez PE N6.88132` Concentrated Loads (lb) `MITek USA; Inc, FCQeit 6634, Vert: 5=1169(B) 7=-1175(B) 8=-1169(B) 6904 Parke Ent BlvdTampa FL 13810 Dale_: May 5,2020 ®WARNING-Vorllydsslg-PacamateramedREADNOTESON THIS AND INCLUDED M?EKREFERENCEPAGE UX7473nx.1N0Yte15BETOREME ssa Dasgn valid for use only with MTek®mmiecaus, TNs dssgn Is based only upon pammeter Maven, and Is for an individual building component not ��' a buss system. Before use, Ne building designer muatvedfy Me applicability of design parameter and properly inmtporate Ods design ins, Me overall buddlogdesigo. Boand, Indicated Is to pwentlaucidam, of Individual trues mb ardVorchont members only. Additonaltemparary and permanentboding MOW always ration! an stability and to prevent whapsewlN possible personal mjury and pmpedy damage. Forgeneralguldancargarding Me l laicafion,abraga,delivery, wooden and brachaafaumeeand truss systems, see AN31?%f 0ualiry Criteria, DSB49 and SCSI SuIINng Component Se/etyln/armatlon evaeMle M1om Tmsa Plate lnaGNte, 21a N. Leo Street Sul[e 312, Alexandria, VA 22314. 6904 Pane East Blvd. Tampa, FL 36610 Job • Truss Truss Type Oly Ply LOT 412 WATERSTONE T20138289 I 2334450 G Common Truss 8 1 Jab Reference (optional) Builders nrssource (Plant Cry, FL), Plant City, FL-33567, 4x6 = 8.240 s Mar 9 2020 MiTek Industries. Inc. Tue May 513:33A8 2020 Scale=1:39.7 11 3.4 = 3x4 = 3x4 = 3.4 = 3x4 = i 1-2-12 14-94 22-0-0 7-2-12 74-9 7-2-12 Plate Offsets (X Y)— [2:0-1-0 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) VdeB Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Ven(LL) -0.10 8-10 >999 240 MT20 244/190 TCDL 7.0 L,umber DOL 1.25 BC 0.56 Vert(CT) -0.19 8-10 >999 180 BCLL 0.0 ' Rep Stress [nor YES We 0.25 Hom(CT) 0.04 6 rile n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-MSH Weight: 1021b 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, 6=0-8-0 Max Harz 2=-253(LC 8) Max Uplift 2=-468(LC 10), 6=-468(LC 10) Max Grav 2=886(LC 1). 6=886(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-1405/910, 3-4=-1287/922, 45=-12871922, 5-6=-1405/910 BOT CHORD 2-10=-616/1368, 8-10=-285/852, 6-8=516/1223 WEBS 4-8=-288/622, 5-8=-3541362, 4-10=-2881622, 3-10=-354/362 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-e-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-5-11 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedof(2)-1-4.0 to 2-6-0, Intedar(1) 2-8-0 to 7-0-0, Extedor(2) 7-0-0 to 15-0-0, 1nledor(1) 15-0-0 to 19-4-0, Exterior(2) 19-4-0 to 234-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 par bottom chord live load nonconcumenl with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-0-0 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 (oinl(s) except gt=lb) 2=468,6=468. 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. Jdaquln Yeldt P9 ND.A8182 MRak USA; Inc. FUCert6834 6864 Parke tail Blvd:.Tempa FL 73810 Data: May 5,2020 AWARNING-Verlfydaelgnpammatersand READ NOTES ON THIS AND INCLUDED MREKREFERENDEPAGEM1l-7473., IGUM015 SEFOREUSE Design valid for use onlywiN M roMeornecous. We design Is based only upon parameter, shown, and Is form IndMdual Laid, component, not �- e Was system. Before we, Me building designer must vedly We epplimbllityof desgn parametera and property doorpost, We design his die overall b-Idingdaelgn.11-doe Indicated lli Is b prevent bung of adMtons web andlor chord member only. Additional temporary and permanent bradng MiTek' Is always required fIrstabillyand to prevent collapse win possible personal Injury and proPody damage. Forgenandguldanceregariirglhe fabdmter. abmgs,delivery, erasion and bracing of Weses and Was system, see ANSVrP/1 Quality Cdla/a,DSO.89 end SCSI 8ullein9 Component ISM Parke East Blvd. Safeylnformatlon avaaablehum Tmse PlataIm6Wte,216N.Lee Sb LSWte312.M.Mda,VA22314. Tampa,FL W610 Job a ssTruss Type Oty Ply LOT112WATERSTONET20138290 :IGMI 2334450 Common Truss 3 1 Job Reference (optional) I FL), Plant City, FL-33567. 4x6 = 8.240 s Mar 9 2020 MTek Industries, Inc. Tue May 513:33:49 2020 Scale=1:39.1 30 = 3x4 = 3x4 = 314 = 3x4 = 6 R Plate Offsets (X,Y)— f6:0-M 0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (Icc) UdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Ved(LL) -0.12 7-9 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.57 Vert(CT) -0.21 7-9 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.27 Holz(CT) .0.03 2 n1a r9a BCbL 10.0 Code FBC2017rrP12014 Matrix-MSH Weight: 99 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 6=0.4-0,2=0-8-0 Max Hom 6=241(LC 9) Max Uplift 6=-361(LC 10), 2=-466(LC 10) Max Grav 6=802(LC 16), 2=881(LC 15) FORCES. (Ib)-Max.Comp./Max. Ten. -All fames 250(I11) or less except when shown. TOP CHORD 2-3=-1386/921, 3-4=-1275/932, 45=-12291946, 5-0=-1355/935 BOT CHORD 2-9=-626/1205, 7-9=-294/839, 6-7=-647/1310 WEBS 4-7=-3091569, 5.7=-3241383, 4-9=2891636, 3-9=-352/362 BRACING. TOP CHORD Structural wood sheathing directly applied or 4-8-7 cc pudins. BOTCHORD Rigid ceiling directly applied or 7-3-10 cc bracing. NOTES. 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=4.2psf, BCDL=5.8psf. h=15ft; B=45ft; L=40h; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (dimcticnal) and C-C Extedor(2) -1-4-0 to 2-8-0, Intedogl) 2-8-0 to 7-0-0, Exterior(2) 7-0-0 to 15-0-0, Interior(1) 15-0-0 to 17-8-0, Exterior(2) 17-M to 21-8-0 zone;C-C for members and forces 8 MWFRS far reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Thls truss has been designed fora 10D psf bottom chard live load nonconcument with any other live loads. 4)' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2." wide will 6t between the bottom chord and any other members, with SCDL= IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 6=361,2=466. 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 Velo2 PE Ng.68102 MITekUSA; Inc. FL Cart 6034; ""A Parke East BleiJimpaFL 11810 Data: May 5,2020 AWARMNG-yerrlyd-alpnparameronend READNOTES ON MS AIDINCLUDED MREK REMRENCEPAGEM-703 nor. 14,0302415HEFORE USE ��• ass Design valid for use aNywith MITeR® connecmm. This design Is based only upon parameters show, and Is far an individual building component, not a parasitism. Before use, the buildirg designer must verify d,e appllcablury of desrign parameteand prepedylncorpombi thia design Into Me overallbulldingdeslgn. BradgindimtedlatopmventbucklingaflndNiduallmsswebendor NoMmanbmeanl. Additlmul temporary and pamposenl trading MiTek' Is aWaye required far stability and to prevent collapse Whir possible personal Injury and property domago. Forgeneralg,danco regarding Me lubrication, storage, delivery, erection and bracing tru of trustee and ss systems, see ANS47FII Duality criteria, D5849 and SCSI Building Component 69g4 Parle East Blvd. SmAybdorma8en avadablefmm Tmsa PWlelns5Wte.210N.Lee Street SuIW312,Alexand4a,VAM314. Tampa, FL W610 Job • Truss ty 412 WATERSTONE T20138291 2334450 GX 1mT 1JO oT Reference (optional) tiuBDers 1-irstsource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 513:33:50 2020 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-IOo3CLpR511 PUBRbTv19cdw_gUS6stNv0AoszJXfi 14-0 11-0-0 22-0-0 2344 1 1-0-0 11-0-0 11-0-0 14 4x6 = 3 23 22 21 20 19 18 17 3x4 = 15 14 Scale =1:402 ij 22-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foe) VdeB L/d PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.22 Vert(ILL) -0.00 13 n/r 180 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 13 nlr 120 BCLL 0.0 ' Rep Stress Incr YES WE 0.09 Hom(CT) 0.01 12 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 1151b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP ND.2 TOP CHORD Structural wood sheathing directly applied orb-0-0 cc purins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 22-M. (Ib)- Max Ho¢ 2=253(LC 9) Max Uplift All uplift 100 lb or less at joinl(s) 20, 21, 22, 23, 17, 16, 15, 14 except 2=-152(LC 10), 12=-152(LC 10) Max Grav All reactions 250 to or less aljoint(S) 2, 19, 20. 21, 22, 23, 17, 16, 15, 14, 12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 5-6=-100I283, 6-7=105/424, 7-8=-I m/424, 8-9=-74/283 WEBS 6.20=139/299, 3.23=-173/293, 8-17=-137/299, 11-14=-172/293 , NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult-160mph (3-second gust) Vasd-124mph; TCD1.=4.2psf; BCDL-5,8psf, h=15ft; 8=45ft; L=40ft; save=2f; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Corner(3)-14-0 to 2-8-0, Exteror(2) 2-8-0 to 7-", Comer(3) 7-M to 15-0-0, Exlerior(2) 15-0-0 to 19-4-0. Come r(3) 19-4-0 to 234-0 zone;C-C for members and farces 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 ANSI/rPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 cc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. This Item has been 8)' 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-M wide electronically signed and will fit between the bottom chord and any other members. "P" Sealed by Velez, Joaquin, PE 9) Lumber designated with a is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where using a Digital Signature. used in this lumber. Plates should be protected from corrosion perthe recommendation of the treatment company. Borate or other suitable treatment may be used if It does not corrode the plates. IfACO, CBA, or CA-B treated lumberis used, improved corrosion Printed copies of this protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this document are not considered design. Building designer to verify, suitability of this product for its intended use. Signed and sealed and the 10) Provide mechanical connection (by others) of truss to bearing plate capable ofwfthstanding 1001b uplift at joint(s) 20, 21.22.23, signature must be verified g 17. 16, 15,14 except at=lb) 2=152, 12=152. 11) Beveled plate or shim required to provide full bearing surface with truss chord aljoint(s) 2. On any, electronic, Copies. Joaquin Velez PE No.68182 MTak USA, Inc, FL Cart 6S34- 6904 Parke East Bhd.Tampa FL 33810 Data: May 5,2020 AWARNING-Verlfy tlaslgn ponsood re sad READ NOTES ON IRIS AND INCLUDED MITExr REFERENCE PACE MII•74"re, 1N0=0156EFORE USE. ' Oestgn vatid far use odywlN MreW oornealon. Thls design Is based only upon parameters ehown, and Is form Individual building component, rat t a truss syetem. Before use, the building designer must verily the applicability of design parameters and propody Incorporate this design into the overall bulldngdosl,n. Br.dMhdlwtellsbpreventb.cingoflndMdualtmaewebenNorOoNmembwacnly. Additional ampomry and permanent trades, MiTek' b always required far stability and to prevent odlapse with poailba personal Injury and Properly damage. For general guidance regarding ere lebdcagon,storagge,ddN'er%Yerection end bracing of trusses and true. spteme, see AN51/TPll Ouellry Lrilerls, OSB419 antlBCS/Bu11Nng Component Safelylnferme0an avelaEis from Truss Plata Institute, 218 N. Lee Based. Suite 312. Nexar,dra, VA 22314. 89a4 Parke East Blvd. Tampa, FL W610 Job • Truss Truss Type Oty Ply LOT4/2WATERSTONE T20738292 2334450 M COMMON TRUSS 3 1 Job Reference (optional) Buloem FrstSource (Plant City, FL), Plant City, FL-33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 5 13:33:51 2020 Scale =123.1 4.6 = 3 I¢o 3x4 = 3.6 II Plate Offsets(X,Y)— f5:Edae,0-041 LOADING (psf) SPACING- 2-M CSI. DEFL. In (too) uden L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TO 0.76 VBn(LL) 0.17 8-14 1571 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) 0.15 8-14 >673 180 SCLL 0.0 Rep Stress Incr YES WB 0.18 Hom(CT) -0.00 2 n/a me BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 411b FT=20% LUMBER - TOP CHORD 2x4 SP Na.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-M, 7=0-4-0 Max Hom 7=-130(LC 8) Max Uplift 2=-363(LC 10), 7=-084(LC 10) Max Grav 2=342(LC 19), 7=543(LC 1) FORCES. (Ill) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-225/486, 23=218/388 WEBS 4-7=-302/613 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc putting. BOT CHORD Rigid ceiling directly applied or 3-10-4 cc bracing. 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=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and fames 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.Opsf on the bottom chord In all areas where a rectangle 3-64 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at joint(s) except gt=lb) 2=363,7=484. 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 Valax PE No.6B1W MR0k USA, Inc. FUC0k 6634, '6904 Parke,East Blvd. Tampa FL J38w Data: May 5,2020 ®WARNING -verily dsignperanrenn ondREAD NOTE50N THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev. loci=015BEFOREUSE Dealgnvuldforuaeonlywl6,Mnek®mnnealors.This design bbeaedonlyupon parameters shovm, andaform Individual bupoingwmponenl,rat a truss system. Before use, the building dedgner must verify the appllwbllity of design parameters and properly Inmmorate Nh design Ialo theove,a0 buildmgdedgn. BmdMhdlaatWisWprovontbuddingothdMduelhuuvrebendarahoNmembersenly. AddKonal temporary and permanent bmdng Mt-lr eW h always required for a nbllay and to prevent colhyse WOppsible personal inturyand property damage. For general guidance mparding Me fabdwtlon,range. deMery.emcpcn and braMgofbusaeeandbusseyatoms, sea ANSM11 Duality Crlfer4, DSB49 and BCSl Building Component Sefely/nfmmedon available from -rims Plate Institute, 210 N. Lee Street, Suite 312. Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Jab a Truss Truss Type Oly Ply LOT 412WATERSTONE T20138293 2334450 MIX Common Truss 1 1 Job Reference o ticnal Builders Flrs130urce(Plant City, FL), Plant City, FL-33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 5 13:33:52 2020 Scale -120.3 US = 2x4 II 2x4 II 2x4 II Plate Offsets (X,Y)— f2:0-2-C Edgel t6:0-2-0,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) BdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Ved(LL) -0.00 7 n/r 180 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 7 rdr 120 BCLL 0.0 ' Rep Stress her YES WB 0.13 Hoa(CT) 0.00 6 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 441b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP Na.3 REACTIONS. All bearings 10-M. (lb) - Max Ho¢ 2=-130(LC 8) Max Upllft All uplift 100 Ib or less at joint(s)10, 8 except 2=-181(LC 10). 6=-181(LC 10) Max Gmv All reactions 250 lb or less al joint(s) 2, 6, 9, 10. 8 FORCES. (Ib) -Max. Comp./Max. Ten. -All fames 250 Ile) or less except when shown. TOP CHORD 3-4=-581262, 4-5=-58/262 WEBS 3-10=-1811424, 5-8=-1801424 Structural wood sheathing directly applied or 6-M oc purling. Rigid ceiling directly applied or 10-M oc bracing. 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=4.2psh BCDL=5.Bpsf; h=15ft; B=45ft; L=40ft; eave=2ft; Cat. 11; Exp C; Encl., GCpI=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrTPI 1. 4) Gable requires continuous bottom chard bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 Oaf bottom chord live load nonconcurrent with any other live loads. 7) a This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s)10, 8 except (t=lb) 2=181, 6=181. 9) Beveled plate or shim required to provide PoII bearing surface with truss chord at joint(s) 6. 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 gala PE ND.68182` MiTek USA, Inc. FL Cart 6634', 6904 Pirko East 81vd.,T6pz FL 73810 Data: May 5,2020 ®WARNING-arWREAD NOTES ON TNISAND/NCLUDEDMITEx REFERENCEPAGEM14T473rev. 1=31015 BEFORE USE Design valid for use oNywah MiTek® connaClare. The design Is based only upon pommuture show, and In for an Individual building component net ��- truce system. Before uae, Pe building denlgnef must verify Pe appUmbllity of dmlgn paramatersand properly incomomle Plc design Inca Peoveraa bulldhgdesign. among indicated le to prevent buckling oflndivldual Wei web endrorchord members only. AdditionaltempomryaMpermanentbracing MiTek' Is always required for etobl14y and to prevent collapse won possible personal Injury and property damage. For general guidance regarding Pe labdcaaon,storage. ddivary, emctlan end breGng o/huanet and Wei eyslema, see ANSWP/f OuefftyCr/finds, DS949 endBCSI SuIaffe, Component fi904 Peke Eaat Bivd. Se/efylnformatfon availablefrem Tmss Platelnatilute.213N.Lea Street.Sulte312,Masandda,VAU314. Tempe, FL 38810 Jab 4 TNss TNss Type cry Ply=10TI12WATSRSTONET20138294 2334450 PB Piggyback Truss 5 (optional) Buijders FirslSCurce(Plant City, FL), Plant City, FL-33567. 2x4 = 8.240 s Mar 9 2020 MITek Industries, Inc. Tue May 513:33:53 2020 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-izUCrNrK9yPYGyw7HFJcNoDBoBgfTW3ffgPBzlXfi 3x4 = Scale =1:9.0 Val = Plate Offsets(X,Y)— f3:0-2-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) War L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(ILL) We - n/a 999 MT20 244/190 TCDL 7.0 LumberOOL 1.25 BC 0.09 Vert(CT) da - Na 999 BCLL 0.0 Rep Stress Incr YES We 0.00 Hom(CT) 0.00 5 n1a Into BCDL 10.0 Code FBC2017rrPI2014 Matrix-P Weight: 12 lb FT-20% LUMBER- TOPCHORD 2x4SPN0.2 BOT CHORD 2x4 SP N52 REACTIONS. All hearings 4-8-0. (lb)- Max Hoe 1=-41(LCS) Max Uplift All uplift 1001b orless atjoint(s)1, 2, 4 Max Gmv All react ons 250 Ill Orissa at joint(s) 1, 5, 2, 4 FORCES. (Ile) - Max. Comp/Max. Ten. -All forces 250 (Ile) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc puriins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. 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=5.8psf, h=1511; B=45ft; L=40ft; eave=5ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 flat 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 3.6.0 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 It, uplift at joint(s)1. 2, 4. 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. Joaquin yalaz PE No.68182 mirekusA; Ina. FCCert 6834, , '6904 Parke East Blvd.Tempz FL 338117' Data: May 5,2020 AWARNING - Vwllydealgnpammslws eMREAD NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE M9-7473mv. rme37016BEFORE USE aaa Good, valid far uea onlywlM MRek®conneclom. Tins dmlgn Is Waed only upon parameters shown, and Is for an hdlvldual building component, net ��' Was system. Before use, Me building designer must vents Me applicability of design pammetae and properly Incorporate Ibis dealve gn our Me orall bwldingdesign. among Indicated1. to preventbucN'mg ollndividual bussweb andfor chord members, only. Addillonal temporary and Mmanentbmdng MlTek' is award reliever for stability and to prevent collapse Win possible personal Injury and property damage. For general guidance regarding Ma /abdcogon, esraga, delN eracgen and bracing of busses and Was systems, sae ANSVIPII OWIIry Cr/Iwlo, DSB49 endBCV surface, convenor, Saforyln/ o0on avaitlla Won Truss Plate leststs,218 N. Los, Sweet Butte 312, AIemndde, VA 22314. East fi9o4 Parke East Blvd. Tempo,rk Job r Truss Nas Type Oty Ply LOT 4/2 WATERSTONE T20138295 2334450 PB1 Piggyback Truss 2 7 Job Reference o Uonal eupcers rirstsource (•iant ury, m), Fiamuny. rL-anchor, 46 II 2x4 = 2x4 = LOADING (pso SPACING- 2-0-0 CS'. DEFL. In (loc) gde0 L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) nia n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) Na - Na 999 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Hom(CT) 0.00 5 nla Iva BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. All bearings 4-8-0. III)- Max Hors 1=-37(LC 8) Max Uplift All uplift 100 to or less at joinds) 1, 2.4 Max Grev All reactions 250 Ib or less at joint(s)1, 5, 2, 4 FORCES. (lb)-Max.Comp./Max. Ten. -All forces 250(I1h) or less except when shown. Scale -1:9.1 PLATES GRIP MT20 244/190 Weight 111b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4.8-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. 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=5.8psf; h=15ft; 13=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exledor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL-1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 last 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 10016 uplift at joint(s)1, 2, 4. 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 anyelectroniccopies. Joaquin VaIOL PE Nd.B81BY. hLTek USA, Iqc. FL Cart 6634- 6904 Parke Eesl BNd.Tzmpa FL338101 Oats; May 5,2020 AWARNING- Verllydeargin sametreantl READ NOTES ON This AND INCLUDED MITEKREFERENCE PAGE 1,111.7(73f0v. fGATMOISSEFORE USE resser Design valid for use anlysvith MmokAJ coerecb2. Tina design Is based only upon parameters shown, and Is form individual building component set ��- a boas system. Before me, Me bullding designer must verify the appnmbWly of design parameters and properly Incorporate $ a design Ima NomoraB buildmgdeslgn. Bracing Indicated is to Individual Was web anchor chord moreover only. Additonal temporary and parmanestbracle, MlTek- prevenlbucNing of Isarroyo mqulredfor stability and W prevent collapse vMb passible persand Injury and property damage. For general guldance regarding the lebtlratbn, atomgo, tldiverryY erection end hredsp al Waam end hues syalem; ere ANSUIRI1 Dually Criteria, DSB49 and SCSI Building Component e904 Parke East Blvd. Salatylnformagon rivers Iefrom Terselable lnsUWo ,21BN.Lve Sk.LSWta312,M..dde.VAY2314. Tampa, FL W610 Job • Truss Truss Type Oty Ply LOT 4/2 WATERSTONE T20138296 2334450 R7 JACK-0PENTRUSS 2 1 Job Reference foolionall Suilyers Firstflource(Plant City, FL), Plant City, FL-33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 613:33:57 2020 ID:6gDIOH2OVegl NklsxoNemzyuULB-bkBgkugDBv_IzEnW5NVXebdVp4Nb5Gv_Vd11 Scala-1:22.8 a5 axa = NAILED NAILED NAILED - Plate Offsets (X,V)— f2:0-1-4,Edge) f5:0-0-2 0-2-0l LOADING (psQ SPACING- 2-M CSI. DEFL. In (lac) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.26 5.8 >448 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.55 Vert(CT) -0.51 5-8 >231 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.82 Hom(CT) 0.01 5 n/a n1a BCDL 10.0 Code FBC20177TPI2014 Matrix-MSH Weight: 43111 FT=20% LUMBER - TOP CHORD 2x4 SP NO2 BOTCHORD 2x4SPM31 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-". 5=Mechanical Max Ho¢ 2=240(LC 8) Max Uplift 4=-195(LC 8), 2=-210(LC 8), 5=-17(LC 5) Max Gran, 4=195(LC 1), 2=443(LC 1).5=304(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-866/391 BOT CHORD 2-5=-472/859 WEBS 3-5=-871/479 BRACING. TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCDL-5.8psf; h-15ft; B=45ft; L=40ft; eave=5ft; Cal. 11; 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 part bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-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 100111 uplift at joint(s) 5 except (it=lb) 4=195,2=210. 6) "NAILED" Indicates 3-1 Od (0.148"x3") or2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 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 tell) Vert; 14=-54, 5.6=-20 Concentrated Loads (Ib) Vert: 9=49(F=25, B=25)10=32(F=16, B=16) 11=103(F=-51, B=-51) 12=23(F=12, 8=12) 13=10(F=S, B=-5) 14=-50(F=-25, B=.25) 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 Valar PE No.88182 MTek USA,, Inc. FL Cdit 6934, 89U4 Parka East Sh cf Tampa FL T8810 Date: May 5,2020 ® WARNING •VaUydesignlarmaelemmMANAIDNOIESON This AND INCLUDED hUEKREFERENCEPAGE M11.7a3mv.IMM015BEFORE USE valid for use any WrIn Mmak®connectars. Tfila design Is based only upon parameters abown, and he for on Individual buayng component, not Nil'Deal,,. a "as system. Before use, the building designer must vedy the appllwbl4y of design parameters and property Incorporate thla design Into pro overall bantling design. Bracing indicated is to prevent budding of Individual truss web mayor chord members only. Additional tempamry and permanent bed,g MiTek' b always required for stability and to prevent collapse WN passible pm»nal Injury and property damage. For general guidance regard, fire fabrication, sWmge, dolivery election and bracing of busses and ease systems, see ANSUIPH Quality Canaria, DSB49 amcGCSI Building Component Saraylmhownsdon avaaa lefmmTmv PbtelnsgWte,218N.Lee Sbeel SUto312.AIenandde.VA22314. 69N Palle East Blvd. Tampa, FL W610 Truss Truss Type Oty Ply LOT 4/2 WATERSTONE T20138297 2334450 VR7 JACK -OPEN TRUSS 1 1 Job Reference o banal Builders FirstSource (Plant City, FL), Plant City, FL-33567. 3x4 8.240 s Mar a mcu m ma inuusmo, Inc. pus May . Scale -122.6 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) li Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vart(LL) 0.08 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.13 6-7 >922 180 BCLL 0.0 Rep Stress lncr NO WB 0.52 H02(CT) 0.02 6 n1a Ida BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 42 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-10 0o pudins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid telling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4-Mechanica1, 2=0-10-3, 6=Mechanical Max Horz 2=240(LC 8) Max Uplift 4=-150(LC 8), 2=-206(LC 8), 6=-73(LC 5) Max Gmv 4=159(LC 1), 2=443(LC 1), 6=298(LC 3) FORCES. (III) -Max. Comp.IMax. Ten. -All forces 250(I11) Or less except when shown. TOP CHORD 2-0=-1166/419 BOT CHORD 2-7=497/1097, 6-7=502/1117 WEBS 3-7-01255, 3-6=-10811480 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; hot5ft; B=45ft; L=40ft; eave=5ft; 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 par bottom chord live load nonconcurrenl 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 2-0-0wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joinds) 2 considers parallel to grain value using ANSI/TP11 angle to gain formula. Building designer should verify capacity Of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) 6 except jt=1b) 4=150, 2=206. 7) "NAILED" Indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guldlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plI) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (III) Vert: 11=49(F=25, 8=25) 12=32(F=16, B=16) 13=-106(F=-53, B=-53)14=23(F=12, B=12)15=-10(F=-5, B=-5) 16=-52(F=-26, B=26) 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. Joatluin Valuz PE N6.68182 MRek USA, Inc. FL Cert 6834, 5904 Parke, East ONd.,Tampa FL 338101 Date: May 5,2020 ®WARNING-VMly device pyamafara end READ NOTES ON MIS AND INCLUDED MITEXREFERENCE PAGE MIL7473nor. fWt Wo SBEFORE USE Design valid for use only wlih MiTek®mnnootGrs. This design is based Gnly epee parameters shown, and later on Individual bulding component net lu tress eptem. Before me, the building designs, malt vebfy @a oppllcaMilry of design Daramoten and propertysovasrute Only design into the avast!buliding design.Brad,g indicated is to prevent buckling.(lndlvidual truss web ender 60H members only. Addlifonal temporary and pennar,ent among WOW Is always required for etzbpiry and to prevent collapse wiP possible personal mlury and property damage. Far general guidance includes unit fabticatbn,storage, dAlvo9eeopon and bmclog oftrusess and truss systems, ANSYT11 Despite Criteria, DSB49 and BCSl Bupoing Component Sabiylnfmmeport evage llu Lem Truss Plate InaUbto,218 N. Leo Street. Suite 312, Aronson., VA 22314. 6904 Parker East Blvd. Tampa, FL %610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION �4 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. 0-11fi r For 4 x 2 orientation, locate plates 0- v,e 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 the symbol shown and/or th by text in e 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: ANSUTPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. I I dimensions shown Inafixteenths (Drawings not to scale) Ir O x U a 0 F- 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 ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSIITPI 1 section 6.3 These truss designs rely on lumber values established by others. ©2012 MiTek®AII Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 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 BCSI. 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 truss design to the building designer, erecton 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 were at joint locations are regulated by ANSIrrPI 1. 7. Design assumes trusses will be suitably protectedfrom the environment In accord with ANSI/rPl 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 of the 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 on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPl1 Duality Criteria.