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249 Maitland Avenue, Suite 3000 D Altamonte Springs, Florida 01 P: (321)972-0491 1 F: (321)972-72-0484 1 E: info@fdseng.com Website: www.fdseng.com ENOINEEFiINO A8 BBOCIATEB March 19, 2020 Building Department Ref: Adams Homes Lot: Lot 24 Blk 2 Subdivision: Fort Pierce - Waterston Address: 8204 Almalfr Cir. Model: 2330 B RHG KA # 20-1838 RECENED Truss Company: Builders First Source Date of drawings: 3/17/20 APR 3 0 1010 Job No.: 2291572 Permitting Department Wind Speed: 160 9t. Lucie county Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. - Note: Truss ID's may vary. If you have any questions, please do not .foRi k A lI!r�� I ^ C �r Ir� Sincerely, ,O LICgN• :Op., DOPY No 01%4 : U) d b ;• gip; Sr X I�'��si4 R 1 p A_ •�lG�i�: OP 3/19/2020 v% Carl A. Brown, P.E. Luis PabLaj�ih�tPta�`' Todd M. Born, P.E. FL. # 56126 FL. # 878 FL. # 82126 "Doing Business with a Service Mindset and an Eye for Detail" ii ii fY� ■ MENIMEEN .-...-.M--.......'. 11 r�l■ - p�1'����1�`�`'��jl`li Is 11111IM1111 rw 00011,14, ■� w A PAN, �mi 1����1���I�'I7I���1 [ai�mm all ]NINE 011 MEN' ®1■ SIMPSON CONNECTOR SCHEDULE ROOF TRUSS p ID MODEL ROOF UPLIFT SYMBOL 3 A LUS24 895 490 ILA. 5 A HTU26 WOO 1655 JLA 0 B HTU28 4680 2140 IL. 1 C HTU26-2 3600 2175 JP 0 D HTU28-2 4680 3485 JP 0 E HGUS26-2 5320 2155 Jp 0 F HGUS28-2 7460 3235 IV 0 G HGUS263 5230 2155 Jm 0 H HGUS28-3 7460 3235 JIB 0 J THJA-26 9100 4095 10 32 3X8NOP REVIEWED ❑ REVISE AND RESUBMIT ❑ REVIEWED WITH NOTATIONS ❑ NOT REVIEWED (SEE EXPLANATION) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve con- tractor from compliance with requirements of the draw- ings and specifications. This check is only for review of general conformance with the design concept of the Project and general compliance with the information given in the cortract documents The contractor is responsible for confirming and corelating all quantities and dimen- sions. selecting fabrication processes and techniques of construction, coordinating his work with that all other trades and performing his work in a safe an s�tisfadory manner. FLORIDA DESIGN Date 3 % -20 By_ Submittal Bo. Project No Project Name; VW% 6UL4C16.VDGJYMCOMneISRpeRMYFnWAL MF fF1UuQ YW nW01° IE°YMn W FiE1n0Y PLLLFA INC. PM1ed Eng 1Pwwuwswrs... ..w .wenwcO.w IMPORTANT es..a This Drawing Must Be Approved And nunL ne. n Returned Serum Fabriugon WIII .13.13 00ACiwl,p oeamanrmAwinr aLamn uw Lew Begirt For Your Protection Chock All Rexcanmrnvirt vnxwn onFa Lrvs NcNcseusFsm oAw Dimensions And Conditions Pdor To ADBELO I DIC SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AM DIMENSIONS HAVE TOLL: 20 PSF nLL: 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TLDL: 10 PSF BCDL 10 PSF BCDL 5 PSF BY Dafe— TOTAL: 37 PSF TOTAL 55 PSF DURATION: 1.25 DURATION: 1.00 CAUTION((( O NOT ATTEMPT TO ERECT RUSSES WITHOUT REFERRING TO HE ENGINEERING DRAWINGS AND SC661 SUMMARY SHEETS. U. PERMANENT BRACING MUST BE I PLACE PRIOR TO LOADING n RUSSES. Vs. SHEATHING, HINGLES, ETC.) LL INTERIOR BEARING WALLS (UST BE IN PLACE PRIOR TO (STALLING TRUSSES. EFER TO F L ENGINEERING HEETS FOR THE FOLLOWING. I NUMBER OF GIRDER PLIES AND AILING SCHEDULE I BEARING BLOCK REQUIREMENTS. I SCAB DETAILS (IF REQUIRED) I UPLIFT AND GRANNY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Foust W Imut Prior No3ution By Customer Within 48 Hours And Imestigation By Builders First Source. NO MCPTIONS. he General Contractor Is Responsible ROOF PITCH: 6112 CEILING PITCH: 0112 TOP CHORD SIZE: 2 X 4 BOTTOMCHORDSDE 2X4 OVERHANG LENGTH: 16- END CUT: Plumb CANTILEVER: - TRUSS SPACING: 24- BUILDINGCOOK FBC201i BEARING HEIGHT SCHEDULE PLAN DATE: 1 2020 REVISIONS: 1. 2 4 Binders FirstSource 4408 Aimed Rced Punt City, FL 33563 Ph.(813) 305-1300 F. (813) 305-1001 ® Lumber designvalues are in accordance with ANSIfrPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® C;?�Cvy- ct�3fv RE: 2291572 - LOT 24/2 WATERSTONE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. 7S a, FL 33610-4115 Customer Info: Adams Homes Port St Lucie Project Name: 2291572 Model: 23381 Lot/Block: 24/2 Subdivision: Waterstone-St Lucie County Address: 8204 Amalfi Cir., . City: Fort Pierce - State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 58 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. 01 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Seal# T19709836 T19709837 Truss Name Date No. Seal# Truss Name Date A01 3/17/20 23 T19709838 B03 3/17/2 A01 A 3/17120 24 T19709839 B04 3/17/2 A01 B 3/17/20 25 T19709840 Cl 3/17/2 A02 3/17/20 26 T19709841 C1 P 3/17/4' A03 3/17/20 27 T19709842 C3 3/17/2 A04 3/17/20 28 T19709843 C5 3/17/2 A05 3/17/20 29 T19709844 D01 3/17/2 A06 3/17/20 30 T19709845 E3 3/17/2 A07 3/17/20 31 T19709846 E3P 3/17/2 A08 3/17/20 32 T19709847 E4 3/17/2 A09 3/17/20 33 T19709848 E7 3/17/2 A10 3/17/20 34 T19709849 E71-1 3/17/2 All 3/17/20 35 T19709850 F01 3/1712 Al2 3/17/20 36 T19709851 F02 3/17/2 A13 3/17/20 37 T19709852 F03 3/17/'e A14 3/17/20 38 T19709853 G01 3/17/2 A15 3/17/20 39 T19709854 G02 3/17/2 A16 3/17/20 40 T19709855 G03 3/17/2 A17 3/17/20 41 T19709856 G04 3/1712 B01 3/17/20 42 T19709857 GR1 3/17/2 B01A 3/17/20 43 T19709858 H3 3/17/2 B02 3/17/20 44 T19709859 H6 3/17/2 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 judsdiction(s) identified and that the designs comply with ANSI/TPI 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 verity applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 6904 Date: RECEIVED APR 3 0 2020 Permitting Department St. Lucie Count, Fite Copy nluu// I � �6182 - ATE OF :14/Z � .` O R k���`. NAk-000. i Iill%0' No.68182 fLOert 6634 Blvd. Tampa FL 33610 March 17,2020 Velez, Joaquin 1 of 2 RE: 2291572 - LOT 24/2 WATERSTONE Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2291572 Model: 2330 B Lot/Block: 24/2 Subdivision: Waterstone-St Lucie County Address: 8204 Amalfi Cir., . City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T19709860 H7 3/17120 46 T19709861 H23 3/17/20 47 T19709862 MG1 3/17/20 48 T19709863 MG2 3/17/20 49 T19709864 MG3 3/17/20 50 T19709865 P81 3/17/20 51 T19709866 PB2 3/17/20 52 T19709867 PB3 3/17/20 53 T19709868 V01 3/17/20 54 T19709869 V02 3/17/20 55 T19709870 VM01 3/17/20 56 T19709871 VM02 3/17/20 57 T19709872 VM03 3/17/20 58 T19709873 VM04 3/17/20 2of2 Job Truss Type ON Ply LOT 24/2 WATERSTONE ]7AO1 ' r T19709816 2291572 HIP 3 1 Job Reference o uonal BNloers FiretSource (Plant City,Pl), Plant City, FL- 33567, 8.240 a Mar 92020 MiTek Industries, Inc. Tue Mar 1711:09:57 2020 Page 1 ID:OCTvNww5NzTBk7Cv2apGNFzl hhA-e71z5EBm2mmnwCsek7RUTzQrXjNNxiuzkXg6hVm2Se I 270 { 5.I 4]6-7-4 3040 & I ]IT 24-8-8-6 I 134.434BBB 7-141-A -0 Scale=1:87.5 Sufi = 6.00 FIT 5x6 = 5 6 28 av 19 ,c 3xn 11 bm = 46 = 41r6 = 6x8 11 3.00 12 5x12 O 1 N8-fi-0 8-a-8 18.4-0 27-B-0 3&10-0 38.5-0 46 0-0 E02 O-2-B 9-7-8 &4.0 G2-0 4-7-0 7 Plate Offsets (X,Y)- f4:04-0,0-3-01, f5:0-3-8,0-2-41. 16:04-0,0-2-81.[8:0-3-0,0-3-0], f11:02-8,0-2-81, 114:0-5-8,Edge], 119:0-3-8,Edge1 LOADING (pso SPACING- 2-" CSI. DEFL. in (loc) Wait L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.96 Ver(LL) 0.34 19-22 >301 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.5915-16 >764 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.85 Horz(CT) 0.15 9 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matri%-MSH Weight: 264 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except. 3-19: 2x6 SP M 26, 16-17: 2x6 SP No.2, 7-12: 2x4 SP No.3 6-0-0 oc bracing: 17-19 WEBS 2x4 SP No.3 1 D-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 4-17, 7-15 REACTIONS. (size) 2=0-8-0, 19=04-0, 9=0-8-0 Max Harz 2=475(LC 9) Max Uplift 2=-287(LC 10), 19=-1119(LC 10), 9=-723(LC 10) Max Gmv 2=110(LC 19), 19=2190(LC 15), 9=1451(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-144/1018, 34=-282/1109, 4-5=-1477/1152, 5-6=-1592/1338, 6-7— 1814/1373, 7-8=-2799/1867,8-9= 2509/1593 BOT CHORD 2-19=-862/201, 17-19=2180/1279, 3-17=-320/258, 16-17=-3lW826, 15-16=496/1399, 14-15=-1282/2443,7-14=-358/797, 9-11=-1177/2144 WEBS 4-17=-2448/1445, 4-16=-179/853, 5-15=-200/615, 6-15=-199/497, 7-15=-1181/796, 11 -1 4=- 1223/2247, 8-14=-67/391, 8-11=-644/464 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ABC 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L-5Bft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 4-5-10, Interior(1) 4-5-10 to 15-2-6, Extenor(2) 15-2-6 to 33-5-10, Inteaor(1) 33-5-10 to 41-6-6, Extedor(2) 41-6-6 to 474-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=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 tal I by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 1O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except 61=11o) 2=287, 19=1119, 9=723. Joaquin Velez PENo.66162 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 17,2020 Q WAIIN/ND- Verftydes/gnperamefersand NEADNOTESONTNLSANDWCLUDWD KBEFENANCEPAGEN67473rev. faV32015BEFONEUSE. Design void for use only wIM MiTek® connectors. This design Is based orty upon parameters shown, and Is for on Individual butding component not ��- a truss system. Before use, the building designer must verify Me applicability of design parameters and properly Incorporate this design Into Me overall building doslgn. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing b always requited for stablllty and to prevent collapse wIM pooble personal Injury and property damage. For general guidance regarding Me MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSU1PI1 Quo DS349 and ICSI Buldhp Component 6904 Palle East 8W. 210tyCriteria, Safety Informationavalloble from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply LOT 24/2 WATERSTONE ' T19709817 2291572 A01A HIP 1 1 Job Reference (optiona0 Builders Firstboeroe (Plant Gity, PL), Plem Gity, FL- 33567, 8.240 a Mar 92020 MiTek Industries, Inc. Tue Mar 17 11:10:00 2020 1.5xB STP= � M Asa = Sx6 6.00 F12 Sxfi - 5 6 28 3.00 12 Scale=1:87.5 1.5x8 STP= G m 9 10 d o- 13 12 11 ]a 3x4 II 5x8 = Axe = 42-.ve414 !--.III sze n -8-pr4 12-10.0 18-40 27-8-0 3310.0 Wo 46-0.0 eI.4� s.a.n I o.e.n a.0.n I n.zn I Plate Offsets (X,Y)-- [4:OA-0,0-0-0], [5:0-3-8,0-2A], [6:0-4-0,0-2-81. [e:0-3-0,0-3-01.111:0-3-8,0-2-81. [14:0-5-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdeg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.39 19-22 >247 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.6215-16 >732 180 BCLL 0.0 ' Rep Stress Incr YES VIB 0.87 Horz(CT) 0.14 9 nla n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 2551b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD 4-5: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP N0.2 *Except* 7-12: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 94-8-0, 19=0-0-4 Max Hom 2=-459(LC 8) Max Uplift 2=-280(LC 10), 9=-736(LC 10). 19--1096(LC 10) Max Grow 2=83(LC 19), 9=1474(LC 16), 19=2234(LC 15) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-179/1135, 3-4=-879/818, 4-5=-1594/1252, 5-6=-1650/1386, 6-7=-1881/1426, 7-8=-2869/1929, 8-9=-2560/1638 BOT CHORD 2-19=-854/292, 18-19= 2236/1277, 3-18---1988/1174, 17-18=-976/452, 16-17=-417/965, 15-16=-564/1458,14-15=-133812510, 7-14=-367/804, 9-11_ I21612189 WEBS 4-16=-173/763,5-15=-169/591,6-15=-224/524,7-15=-1188/806,11-14=-1265/2293, 8-14- 85/406,8-11=-662/480,4-17=-11451681, 3-17=907/1821 Structural wood sheathing directly applied or 2-2-0 oc purtins. Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-M oc bracing: 12-14 1 Row at mill 7-15 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.Opsf; h=15ft; B=45ft; L=58ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-4-0 to 4-5-10, Interior(1) 4-5-10 to 15-2-6, Exterior(2) 15-2-6 to 33-5-10, Interior(1) 33-5-10 to 41-6-6, Exterior(2) 41-6-6 to 47-4-0 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 ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This buss 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 joint(s) 19 considers parallel to grain value using ANSViPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=280, 9=736, 19=1096. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: March 17,2020 AWARNING - Verify designP4roroetersendREADNOTES ONTNLSANDINCLUDED MREKREFERANCEPAGEM/FT4T3re, 1G4134015 IFFOREUSE valid for use only with MBeM connectors. ltJs ell Is based only upon parameters shown. and Is for an Individual building component, not Nit a hum system. Before use, Me building designer must verity the applicability of design parameters and propery Incorporate this design Into Me overall building design. Bracing Indicated 6 to prevent buckling of lndNldual hum web and/or chord members only. Additional temporary and permanent bracing 6 always required for stablllly and to prevent collapse Wall possible personal injury and property damage. For general guidance regarding the MiTek' fabrication. storage, delivery, erection and bracing of bassos and hum systems, seeAN51/IPII CoaB61Iyy Criteria.DS1-89 antl BCSI Skill Component 6904 Parke East Blvd.Safety Informatbnamrabie from Truss Plate Institute. 218 N. Lee Sheet, Suite 312, Alexondrlo. VA 22314. Tampa, FL 33610 Jab - russ Truss Type Cry Ply LOT 24/2 WATERSTONE ]�A�011 T19709818 2291572 B HIP 2 1 _ Job Reference (optional) auliaers rirslJourm triam ally, rL), Piam Idly, VL- JJ55y, 5.L4U a Maf a LU2U MI Iex Industries, Inc. rue Mar 1711:10:01 2020 Scale=1:85.8 5x6 - 6.00 12 5.6 = 5 6 27 18 dx4 II 5x5 - 4x6 = Axis = 5x8 = 3.00 12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 CSI. TC 0.83 BC 1.00 WB 0.90 Matrix-MSH DEFL. in (loc) Vdefl L/d Ven(LL) -0.36 15-16 >999 240 Ven(CT)-0.6815-16 >707 180 Horz(CT) 0.17 9 n/a rda PLATES MT20 Weight: 256 to GRIP 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directlyapplied or 2-2-0 oc pudins. 4-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 12-14 3-18.7-12: 2x4 SP No.3 WEBS 1 Row at midpt 3-17, 7-15 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 18=0-0-0, 9=0-8-0 Max Hom 2=-458(LC 8) Max Uplift 2=-493(LC 15), 18=-1236(LC 10), 9=-749(LC 10) Max Gmv 18=2492(LC 15), 9=1514(LC 16) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-710/1597, 3-4=-1266/913, 4-5=-1851/1328, 5-8- 1748/1422, 6-7=-2004/1466, 7-8=-2993/1973, B-9=-2648/1670 BOT CHORD 2-18=-1288/743, 3-18=-2157/1354, 17-18=-1332/837, 16-17=-526/1396, 15-16=-012/1653, 14-15=-1378/2635,7-14=-073/819, 9-11=-1245/2268 WEBS 3-17=-1327/2442,4-16=-126/637, 5-16=-49/306, 5-15=-151/539, 6-15=-240/577, 7-15=-1204/811,11-14=-1295/2375,8-14=-97/457,8-11=-697/491,4-17=-10251692 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=4.2psp BCDL=5.Opsf; h=15ft; B=45ft; L=58ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 4-5-10, Intedor(1) 4-5-10 to 15-2-6, Exterior(2) 15-2-6 to 33-5-10, Interior(1) 33-5-10 to 41-6-6, Extedor(2) 41-6-6 to 47-4-0 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 ponding. 4) This truss has been designed for a 10.0 pat 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) Bearing at joint(s) 18 considers parallel to grain value using ANSVTPI 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 joints) except (jt=lb) 2=493, 18=1236, 9=749. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 QwANN/N0-Verity design Parameters and READ NOTES ON MIS AND INCLUDED MTIEK NEFENANCE PAGE 61*7479 rev. fNeaQoiSBEFONE USE Design valid for use only with M8e0.® connectors. this design Is based only upon parameters shown, and Is for on IndNldual building component, not a truss system. Before use, the building designer must verlN the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing indicated is to prevent buckling of individual truss web antl/or chord members only. Addltlonal temporary antl permanent bracing MiTek' B always reaulredfor stablllly and to prevent coliopse with possible personal injury and property damage, For general guldonce regarding the fabrication. storage. delivery. erection and bracing of trusses and muss systems seeANSITIPII QuaCriteria, DSB49 and SCSI Buldbp Component 69N Parke East Blvd. Safety Infonnatbnavoilable from Truss Plate Institute. 218 N. Lee Sheet Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 2412 WATERSTONE T19709819 2291572 A02 HIP 2 1 Job Reference (optional) Builders RrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 17 11:10:02 2020 Scale = 1:76.2 5.6 = 6.00 Sx6 = 12 6 23 7 17 ' 3x6 = 6.8 II 3.00 12 5x8 LOADING (psf) TCLL 20.0 TCDL 7.0 RCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rPI2014 CSI. TC 0.87 RC 0.92 WB 0.68 Matrix-MSH DEFL. Ven(LL) Ver(CT) HOR(CT) in (lac) Vdefl Ud 0.33 17-20 >307 240 0.27 17-20 >383 180 0.07 10 n/a n1a PLATES GRIP MT20 2441190 Weight: 2341b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 Do purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 3-17: 2x6 SP M 26, 14-15: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: WEBS 2x4 SP No.3*Except* 6-0-0oc bracing: 15-17 9-10: 2x6 SP No.2 WEBS 1 Row at micipt 5-15, 6-13 REACTIONS. (size) 2=0-8-0, 17=0-4-0, 10=0-4-0 Max Ho¢ 2=401(LC 9) Max Uplift 2=307(LC 10), 17= 998(LC 10), 10= 552(LC 10) Max Grav 2=245(LC 19), 17=1794(LC 15), 10=1169(LC 16) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-89/587, 3-5=-101/605, 5-6=-1382/1128, 6-7=-1204/1162, 7-8=-1408/1178, 8-9=-1698/1291, 9-10=-1099/901 BOT CHORD 2-17=-440/0, 15-17- 1784/1110, 3-15=384/314, 14.15=-608/985, 13-14=-637/1211, 11-13=-1036/1458 WEBS 5-15=-1969/1266, 5-14=-68/539, 6-13=-1131311, 7-13=-108/348, 8-13=-417/435, 9-11=-900/1313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15tt; B=45ft; L=5811; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 4-5-10, Interior(1) 4-5-10 to 15-2-6, Exterior(2) 15-2-6 to 33-5-10, Interiog1) 33-5-10 to 34-11-10, Exterior(2) 34-11-10 to 40-9-4 zone; patch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 told bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 2=307, 17=998, 10=552. Joaquin Velez PENo.60182 MiTek USA, Inc. FL Cad 6634 69D4 Parke East Blvd. Tampa FL 3361D Date: March 17,2020 AWARNING -VcdIydetl9npam.cmtaandREADNOTE50NTNISANDINCLUDED MREKREFERANCEPAGEM674TJrev.IDBW10f5BEFOREUSE. Design valid for use only with MRek® connectors. This design Ls based only upon parameters shown and Is for an Individual building component not �' a truss system. Before use, the building designer must verity the applicoblllty of design parameters and properly incorporate this design Into ire overall building design. Bracing Indicated is to prevent buckling of Individual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with pomible personal injury and property damage. For general guidance regarding Me fabrication. storage. delivery, erection and bracing of husses and hum systems, seeANSVWIj susgadyy Cmedo, DSS-09 and BCSI BuildingComponenf 6904 Parke East Blvd. Satoh Infomsatbnava0oble from Truss Plate Insfil 218 N. Lee Sheet, Suite 312. Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type city Ply LOT24/2 WATERSTONE T19709820 2291572 AD3 Hip 1 1 Job Reference (optional) Builders FiralSource (Plant City, FL), Plant City, FL-33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 17 11:10:03 2020 if O 3x6 = 5x6 = Sx6 = 6.00 12 8 23 7 6x8 II 3.00 12 5xe 8-6-0 8-8-8 18-0-0 2]-0-0 8-6-0 0- -8 9-7-e ~ &8-0 11 Scale=1:77.5 Plate Offsets (X,Y)- 14:0-3-0,0-3-01 [6:0-3-0,0-2-01 17:0-3-8 0-2-4]. [74:0-6-0,0-3-81, [17:0-3-8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.33 17-20 >307 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) 0.27 17-20 >383 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.65 Hoa(CT) 0.06 10 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 2441b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 3-17: 2x6 SP M 26, 14-15: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-10 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 6-0-0 oc bracing: 15-17 9-10: 2x6 SP No.2 WEBS 1 Row at midpt 4-15. 6-13, 8-13 REACTIONS. (size) 2=0-8-0, 17=0-4-0, 10=0-4-0 Max Hom 2=416(LC 9) Max Uplift 2=-292(LC 10), 17=-1018(LC 10). 10=548(LC 10) Max Grav 2=228(LC 19), 17=1824(LC 15), 10=1162(LC 16) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-123/650, 3-4=-117/645,4-5=-1359/1094, 5-6=-1405/1303, 6-7=-1151/1129, 7-8=-1367/1126,8-9=-1699/1271, 9-10=-1098/881 BOT CHORD 2-17=-476/0, 15-17=-1814/1126, 3-15=-409/362, 14-15=-476/834, 13-14=-570/1150, 11-13=-1027/1465 WEBS 4-15=1879/1156, 4-14=-270/631, 5-14=-330/419, 6-13=-96/318, 7-13=-68/330, 8-13=-481/468,9-11=-916/1348, 6-14=-312/455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=5.Opsf; h=15ff; B=45h; L=58ff; eave=7h; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 4-5-10, Interior(1) 4-5-10 to 15-10-6, Extedor(2) 15-10-6 to 32-9-10. Interior(l) 32-9-10 to 34-11-10. Extedor(2) 34-11-10 to 40-9-4 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 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 Iliad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10D lb uplift at joint(s) except at=lb) 2=292, 17=1018, 10=548. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Data: March 17,2020 ,&WARNING-Vkdfydeals. pawn[.. end READ NOTES ON TH/SANO/NCLUDED MREKREFERANCEPAGEMS7v3e.. 10/12342015BEFOREUSE Design valid for use only with MITeM connectors. This design 0 based only upon parameters shown, and Is for on Inc Mducl building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into me overall building design. Wooing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent blocing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dervery, election and brocirg of trusses and huss systems, seeANSVMIT Cu Carl DSB-89 and SCSI Watling Component 6904 Parke Earl Blvd.Safety tnfermatbnovallable from Truss Plate Institute, 218 N. We Sheet, Suite 312, Mexanddo, VA 22 14. Tampa, FL 3361 D Jab Truss Type Oty Ply LOT 2412 WATERSTONE FAO4 T79709821 2291572 Hip 1 1 Job Reference (optional) ouuours r rsaumus Irian r.ny, FL), ream suy, rL- JJep/, _ _ a.a4u s mar a zuzu MI IeK IndWmes, Inc_ 1 us Mar 1711:10:05 2020 d Sx8 = 6.00 12 2x4 11 5x6 = 5 6 22 723 3xfi = 6.8 II 3.00 12 5,8 Scale=1:76.0 LOADING (ps' TCLL 20.0 TCDL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inor YES Code FBC2017/TPI2014 CSI. TC 0.85 BC 0.83 WB 0.56 Matrix-MSH DEFL- Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl L/d 0.33 16-19 >307 240 0.27 16-19 >382 180 0.07 10 n/a I PLATES GRIP MT20 2441190 Weight 242 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc pudins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 3-16: 2x6 SP M 26, 13-14: 2x6 SP No-2 BOT CHORD Rigid ceiling directly applied or 5-6-3 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 6-0.0 oc bracing: 14-16 9-10: 2x6 SP No.2 WEBS 1 Row at midpt 4-14, 8-10 REACTIONS. (size) 2=0-8-0, 16=0-4-0, 10=04-0 Max Horz 2=373(LC 9) Max Uplift 2=-300(LC 10), 16=-1007(LC 10), 10=-550(LC 10) Max Gray 2=225(LC 19), 16=1819(LC 15), 10=1189(LC 16) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-105/624, 3-4=-140/639, 4-5=-1348/1136, 5-6=-1299/1252, 6-7=-1299/1252, 7-8=-1608/1336, 8-91 9-10=-290/300 BOT CHORD 2-16=-473/0, 14-16— 1809/1152, 3-14=-376/306, 13-14=-551/832, 12-13=-675/1237, 11-12=-748/1218; 10-11=-1082/1436 WEBS 4-14=-1903/1283,4-13=-164/616, 5-12=-206/458, 6-12=-277/289,7-12=-96/267, 7-11=-222/420,8-11=-220/401, 8-10=-1467/1154 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=S.Opsf; h=15ft; B=45ft; L=58111; eave=7fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 4-5-10, Interior(1) 4-5-10 to 13-10-6, Exterior(2) 13-10-6 tc 40-9-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOLU7.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=300, 16=1007, 10=550. Joaquin Velez PE No.68182 MTek USA, Ina FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: March 17,2020 QWARNING- Vedrydeslgnpammeferseed REAONOTESONTNISANOWCLUOEOMWEKREFF ANCEFAGEMIF74mmv. 1aN.Y40r6BEFOREIVI Design valid for use only with MI connectors. This design is based only upon parameters shown, and is for on Individual building component, not a buss system. Before use, me building designer must verity the oppllcoblIty of design parameters and properly Incorporate ms design Into me overall building design. Bracing Indicated is to prevent buckling of individual true web and/or chord members only. Additional temporary and permanent bracing Is always required for stabilty, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems seeANSVIP11 QuoBBryry Criteria. OfiB419 and BCSI auldhp Componml safety Inlpmlatbnwollobleham Truss Rate Institute, 218 N. We Sheet Suite 312 Alexontldo. VA 22314. �'- MiTek' 6904 Parke East Btid. Tamp., FL 33610 Job - aTruss Type Oty Ply LOT 24/2 WATERSTONE2291572 TA T19709822 Hip 1 1 Job Reference (options guilders rlrscbource )rlam ury, ry, ram ull rL - JJb W , a.L4u a Mar a LULU MI I eK Indusme6, Inc. 1 de Mar 17 11:10:05 2020 3x6 = 18 Size II 5x8 6.00 I2 3.00 12 Sx6 = 30 = BAG = 5 246 2526 27 7 8.6-0 8-6-e 1e-4-0 2fi-8-1 a3-10.0 41-0-0 8-6-D D' -B 9-7-8 R.d-1 ]-1-16 11 Scale=1:75.8 Plate Offsets (X,Y)— (4:0-3-0.0-0-0] [5:0-3-0 0-2-0] 17:0-3-0 0-2-01 [9i0v'-0 0-1-8] [18:0-3-8 Edgel LOADING (psf) SPACING- 2-0-0 Cat. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Ven(LL) 0.33 18-21 >306 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Ven(CT) 0.27 18-21 >382 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 HOIz(CT) 0.10 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight: 2501b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 3-18: 2x6 SP M 26, 15-16: 2x6 SP No.2, 8-11:2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 18=0-4-0, 10=Mechanical Max Hom 2=330(LC 9) Max Uplift 2= 284(LC 10), 18=-1027(LC 10). 10=-540(LC 10) Max Grav 2=186(LC 19), 18=1835(LC 15), 10=1198(LC 16) FORCES. (lb) -Max Comp)Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-144/668, 3-4=-171/666, 4-5=-1339/1123, 5-6=-1188/1105, 6-7=-1508/1294, 7-8=-1769/1503,8-9=-1744/1296,9-10=-1142/923 BOT CHORD 2-18=-529/0, 16-18=-1826/1206, 3-16=-415/367, 15-16=-506/725, 14-15=-992/1543, 13-14=-829/1311, 8-13=-389/511 WEBS 4-16=-1847/1259, 4-15=-256/689, 5-15=-165/354, 6-15=-590/392, 7-14=-132/410, 7-13=-353/426, 9-13=-978/1425 Structural wood sheathing directly applied or2-2-14 oc pudins, except end verticals. Rigid ceiling directly applied or 5-10-8 as bracing. Except: 6-0-0 oc bracing: 16-16 10-0-0 oc bracing: 11-13 1 Row at midpt 4-16, 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=4.2ps1; BCDL=5.Opsf; Irl 8=45ft; L=58ft; eave=7ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 4-5-10, Intedor(1) 4-5-10 to 11-10-6, Extedor(2) 11-10-6 to 23-5-10, Interior(1) 23-5-10 to 25-2-6, Exterior(2) 25-2-6 to 40-10-4 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 3-6-0 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 1001b uplift at joint(s) except (jt=lb) 2=284, 18=1027, 10=540. Joaquin Velez PE No.68182 MiTek USA, Ina FL Can 6634 6904 Parke East Blvd Tampa FL 33610 Date: March 17,2020 AWARNING- Ver/rydeslgn sranreters.ndREADNOTES ONTHISANDINCLUDED NREKREFERANCEPAGENIF74nrcv.faNY1ol5BEFOREUSE Design valid for use only wlth MOekO connectors. This design 6 based only upon parameters shown, and Is for an IndNldual building component, not a truss system. Before use, me buildng all must verify the opplicablllty of design parameters and propetly Incorporate this design no the overall building design. Bracing Indicated is to prevent buckling of lndNiduai truss web and/or chord members only. Addltlonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage, For general guldonce regarding the fabrication storage, delivery, erection and bracing of trusses and truss systems saeANSVIPO CuWfly CNeria. DSB-59 and BCSI Building component Bass Parke Easl Blvd. Safety lnformatbmvoilable from Truss Rote Institute. 218 N. We Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 2412 WATERSTONE T79709823 2291572 A06 SPECIAL 1 1 Job Reference (optional) dull FlrstSDurce (Plant city, I-L), Plant City, FL-33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 17 11:10:08 2020 Page 1 I D:OCTVN W w5NZT8k?Cv2apGNFz1 hhA-pFS70?JtT9BEkuCIuw830HNje99XOjybGkgBaMza2ST 04.9 I 22-54 26.11--17 33-0.090 J-1U0 41-0-0 6.314-0 640 34-13 5633 1-14 10 6.11�7-2-0 Scale = 1:75.2 6.00 F12 5x6 = Sx6 = 2x4 II Sx6 = axis 11 18 2x4 II 2x4 II 2x4 II 2x4 II 2x4 11 _ 6-0.0 3x6 = 5x6 = 3.00 F12 1.5x8 = 2x4 II 1 2x4 2x4 II 8-4.0 11 -11 18-4-0 26-1-Z 33-10-a aIN i' 6.4.0 I 5-9-1 &3.0 7-9-] 1 ]-8.9 I 7-2-0 Plate Offsets (X,Y)-- [4:0-2-12,03-41 [5:0-3-8.0-2-0], [6:0-3-00-3-0], [8:04-0 0-2-81 [10:0-3-0 0-1-81. [14:0-5-8 0-2-81 [15:0-2-00-1-81 [16:0-1-12 0-0-31 116:03-40-3-e1 LOADING (pst) SPACING- 2-M CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(ILL) 0.38 16 >999 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.83 Ved(CT) -0.57 15-16 >865 180 BCLL 0.0 ' Rep Stress Mar YES WE 0.76 Horz(CT) 0.26 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 305 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 14-16: 2x4 SP No.1, 9-12: 2x4 SP No.3 WEBS 2x4 SP No.3 WEBS JOINTS REACTIONS. (size) 2=03-0, 11=Mechanical Max Ho¢ 2=-276(LC 8) Max Uplift 2=-808(LC 10), 11=-720(LC 10) Max Grav 2=1593(LC 15), 11=1526(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (M) or less except when shown. TOP CHORD 2-3=-2932/1941, 34=-2887/2055, 4-5=-3155/2313, 5-6=-3108/2354, 6-7=-2984/2246, 7-8=-2984/2246,8-9=2332/1922,9-10=-2363/1697, 10-11=-1466/1148 BOT CHORD 2-18=-1837/2701, 17-18=-2073/2994, 16-17=-1853/2749, 15-16=-2109/3158, 14-15=-1297/2002, 9-14=421/548 WEBS 3-18=-279/253, 4-18=412/335, 5-17=-162/322, 5-16- 533/967, 6-15=-342/272, 7-15=-306/334,8-15=-785/1256,8-14=-304/355,10-14=-1342/2008 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or4-1-15 oc bracing. Except: 4-1-0 Oc bracing: 17-18 4-3-0 oo bracing: 15-16 44-0 oc bracing: 16-17 5-6-0 oc bracing: 14-15 10-0-0 ad bracing: 12-14 1 Row at mil 8-15, 10-14 1 Brace at JI(s): 16, 17, 15 NOTES- 1) Unbalanced met live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasdl24mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=58ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 4-5-10, Interior(1) 4-5-10 to 9-10.6, Exterier(2) 9-10-6 to 21-5-10, Interior(1) 21-5-10 to 27-2-6. Exterior(2) 27-2-6 to 40-104 zone;C-C for members and fames & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 pat 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joints) except Qt=lb) 2=808, 11=720. Joaquin Velez PE No.68182 Mil USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 QWARN/NG- Vedrydeslgnpemmetemand READNOTES ON TNISANDWCLUDEDMPEKREFERANCEPAGEM&7473lex. 10,1XI1015BEFORE USE Design valid for use only with Wakes connectors, Mis design Is based only upon parameters shown. and Is for an Indlviduol building component, not a hus system. Before use. Me building designer must verify the oppiicabllity of design parameters and properly incorporate this design Into Me overall building design. Braoing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablllN and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication. storal delivery, erection and bracing of trusses and truss systems saaeacu/IPII Sal Cdfetb, DSIW and SCSI Bull Component 6904 Parke East Blvd. Safely Mforma6erwvoiloble from Truss Plate In ttute. 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Thus Type Oty Ply LOT 242 WATERSTONE T79709824 2291572 A07 SPECIAL 1 1 Jab Reference (optional) Builders RrstSource (Plant City, FL), Plant City, FL- 33567, 8.240 a Mar 92020 MiTek Industries, Inc. Tue Mar 1711:10:11 2020 Pagel ID:OCTvNww5NzT8k7Cv2apGNFzlhhA-Dp8F10MY14XobMwKZ3hm2w?G_N9GD1 alyi3rBhza2SO (1-0-9 7-5-9 13-8-0 1Nl? 240d 354?0 41-a-0 1-0-0 7129 E2-7 5-3-0 5-1.4 10. l--12 6-0.0 a' 0 6.00 12 5z6 3x4 = 5x6 = 2x4 11 Sx8 = 16 15 14 3x6 = 2x4 II 5xl2 = 7x10 = 13 46 11 5x6 = 7-5-9 1&8-0 24-0-4 32.4-0 41-0.0 7-5-9 6-2-7 10-4-4 8-3-12 8-8-0 Scale = 1:75.5 Plate Offsets (X,Y)-- [3:0-4-0,0-3-01. [4:0-3-0,0-2-01, [6:0-3-0,03-0]. [8:0-4-8,0-1-12], [11:0-2-12,0-3-4], [13:0-3-0,0-0-81, (15:0-6-0,0-3-0] LOADING (psf) SPACING- 2-0-0 c51. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(-L) -0.40 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.71 14-15 >687 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.84 Horz(CT) 0.12 10 n/a n/a BCDL 10.0 Cade FBC2017/rP12014 Matdx-MSH Weight: 249 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2'Excil 7-13: 2x4 SP No.3, 14-15: 2x4 SP No.t BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 10=Mechanical Max Ho¢ 2=264(LC 10) Max Uplift 2=-807(LC 10), 10=-720(LC 10) Max Grav 2=1661(LC 15), 1D=1526(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -Aft forces 250 (Ile) or less except when shown. TOP CHORD 2-3=-2977/1940, 3-4=-2410/1674, 4-5=-2150/1610, 5-6=-2242/1678, 6-7=-1922/1481, 7-8=-1923/1469,9-10=-246/289 BOT CHORD 2-16=-1647/2743, 15-16=-1848/2740, 14-15=-1517/2314, 7-11=-365/360, 10-11= 914/1372 WEBS 3-16=0/264, 3-15=681/566, 4-15=-391/774, 5-15=-443/236, 11-14=-1429/2299, 6-11=-461/248,8-11=-718/1273, 8-10=-1795/1196 Structural wood sheathing directly applied or 2-4-15 oc pudins, except end verticals. Rigid ceiling directly applied or2-2-0 oc bracing. Except: 10-0-0 oc bracing: 11-13 1 Row at midpt 5-15, 5-14, 11-14, 6-11, 8-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 13=4511; L=58ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 4-5-10, Interior(1) 4-5-10 to 7-106, Exterior(2) 7-10-6 to 19-5-10, Intedor(1) 19-5-10 to 29-2-6, Extedor(2) 29-26 to 40-10-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) 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 joints) except gt=lb) 2=807, 10=720. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 Q WARNING - NvilydeslSnps.mW. Od READNOTES ON THIS AND INCLUDED MITEKREFERANCEPAGEMIN423.1 IN 015BEFORE USE. Design valid far use only witn MIfea connectors. this design Is based only upon parameters shown. and Is for an individual building component, not ��- a thus system. Before use, the building designer must verify the opproobllity, of design parometers and properly Incorporate this design Into the overall building design. &acing Indicated Is to prevent buckling of Individual truss web and/or Chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability, and to prevent collapse Win possible personal injury and property damage. For genarai guidance regarding the fabrication, storage, delivery, erection and bracing of thmses and hum systems. meANSVIPII Guam criteria. DS049 and 1061 Wilding Component Noble Safety informations from Truss Plate Institute. 218 N. Lee Sheet, Suite 312. Alexandria, VA 21114. 69M Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 24/2WATERSTONE T19709825 2291572 A08 SPECIAL 1 1 Job Reference (o0ionall .+W,�=," „�•.,,.,.,,.o v ... o„ -.. a ma, a cucu rva r en muasmns, inc. I ue mar T 11l:tu:lz zuzu rage s I D:OCTvNww5NzT8k?Cv2apGNFzl hhA-10!dEMNAW OW W V W 7mC4a7YOHmW myTHABMoOj7za2SP r-0-9 E4-3 I 32-0.60 780.00 '1-4-0 :4 AS-4 4I 41-0-0 d axis = 2x4 II 5x8 = 2x4 II .-. .. 5x8 = 17 16 "' 15 "" 14 13 3.6 = 2.4 II 5x6 = 3xe = 7x10= 2x4 II Scale = 1:74.1 LOADING (psQ SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Mar YES BCDL 10.0 Code FBC2017/TPI2014 CS]. TC 0.93 BC 0.81 WB 0.93 Matdx-MSH DEFL in (loc) Udell L/d Vert(LL) 0.30 15 >999 240 Vert(CT) -0.4810-11 >999 ISO Horz(CT) 0.13 10 Ida n/a PLATES GRIP MT20 244/190 Weight: 2421b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or4-1-11 oc bracing. Except: 7-13: 2x4 SP No.3 1D-0-0 oc bracing: 11-13 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 11-14, 8-10 REACTIONS. (size) 2=0-8-0, 10=Mechanical Max Hom 2=264(LC 10) Max Uplift 2=-807(LC 10), 10=-720(LC 10) Max Gmv 2=1653(LC 15), 10=1526(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3026/1986, 3-4=-2559/1766, 4-5=-2661/1936, 5-6=-2681/1936, 6-7=-2312tl637, 7-8=-2331/1642 BOT CHORD 2-17=-1930/2766, 16-17=-1930/2766, 15-16=-1513/2284, 14-15=-1586/2455, 7-11=-294/323, 10-11=-781/1154 WEBS 3-16=-564/486,4-16=-188/493,4-15= 346/763,5-15=-437/453,6-15= 255/336, 6-14=-435/428,11-14=-1541/2452,8-11=-977/1638, 8-10=-1714/1192 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=S.Opsf; h=15R; B=45ft; L=58ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedar(2) -1-0-0 to 4-5-10, Interior(1) 4-5-1010 5-106, Exledor(2) 5-10-6 to 17-5-10, Interior(1) 17-5-10 W 31-2-6, Extedor(2) 31-2-6 to 40-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 DO bottom chord live load nonconcument with any other live loads. 5)' This truss has been designed fora live load of 20.Opi 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 BCD L= 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 joints) except (jt=lb) 2=807, 10=720. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa PL 33610 Date: March 17,2020 QWAHNING- Vedrydadgnparametersend HEAD NOTES ON TNLSAND INCLUDED M?EKNEFENANCEPAGEMLL74T3rev. ldAYt015eEFONE USE. Design valid for use only with Mgek connectors. This design Is based only upon parameters shi and is for on Individual building component, not a truss system. Before use, the building designer must verity Me opplicobllity of design parameters and properly Incorporate MB dedgn Into the overall building design, Bracing Implanted is to prevent buckling of individual truss web and/or chord members only. Addltlonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding Me fabrication, storage. delivery, erection and bracing of trusses and truss systems, seeANSUfp11 Cuaflty CmrrM, DSB4 9 and 9CS1 Building Component 69M Parke East Blvd. Safety Infemratbmvallable from Truss Plate Imitate. 218 N. We Street. Butte 312. Alexandra. VA 22314. Tampa. FL 33810 Job Truss Truss Type Oly Ply LOT 24/2 WATERSTONE x T19709826 2291572 A09 SPECIAL 7 2 Job Reference (optional) wines nrsmuww (rain Cil , FL), Firm Lily, rL- 33567, 8.24u s Mar s ZUZU MI IeK Industries, Inc. I us Mar 1711:10:13 2020 Page 1 04- 5-5-5 I I i ID:OCTvNw5NzT8k?Cv2apGN-FzlhhA-ACGOSiNoHinWrg4jgUkE7L4hgA4r)azUKOOVyFaza2SO 91 42 10 4 0-0 "o - 5 '140 5 4-0 66201 32-4 2-0.7 Basle-1:74.1 5x12 = 4x6 3x4 = 5x6 = 3x4 = 5x6 = 2x4 II 4x6 = 5xB = 6.00 12 4 27 5 6 7 828 29 9 10 11 12 1 1101=101 d 23 22 21 20 19 3x6 = 5x6 = 3x4 = 3x4 = 5x6 = 7x10 = /8 17 4x6 = 3x4 It 14 13 4.6 = 3x6 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor NO Code FBC2017/TPI2014 CSI. TC 0.56 BC 0.84 WB 0.72 Mahix-MSH DEFL in (roc) Vdefl Ud Vert(LL) 0.46 20-21 >999 240 Vert(CT) -0.56 20-21 >872 180 Horz(CT) 0.15 13 n/a Na PLATES GRIP MT20 244/190 Weight: 529 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc pudins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 9-18: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6.5-10 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 10-OU oc bracing: 16-18 4-23: 21c6 SP No.2, 16-19: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=Mechanical Max Horz 2=196(LC 8) Max Uplift 2=-1778(LC 8), 13=-1825(LC 8) Max Grav 2=3556(LC 13), 13=3594(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-7195/3525, 3-4=-6925/3406, 4-5=-7322/3746, 5-6=-7821/4015, 6-7= 7759/4003, 7-8=-7151/3698, 8-9=-7018/3645, 9-10= 7049/3647, 10-11=-4789/2504, 11-12=-2193/1139,12-13=-3543/1827 BOT CHORD 2-23=-3196/6435, 22-23=-2978/6150, 21-22=-3627/7303, 20-21=-390977815, 19-20=-3885/7732,18d9=-127/377,16-18=g/259, 9-16= 605/526,15-16=-2385/4771, 14-15=-902/1818 WEBS 3-23=-334/256, 4-23=-469/1384,4-22=-989/1833, 5-22=-1220/813,5-21=-418/860, 6-21=488/414, 7-20=0/271, 7-19=-945/482, B-19=-608/561, 16-19=-3562/6949, 10-16= 1671/3305,10-15=-2807/1563,11-15=-2121/4223,11-14=-2375/1301, 12-14=-1544/3103 NOTES- 1) 2-plytruss 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 oc, 2xe - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 8=45ft; L=58ft; eave=7f ; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0lost bottom chord live load nonconcument with any other live loads. • Joaquin Velez PE No.68182 7) This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide FL Cart 6 MTek USA, Ina FL Cert634 6 will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections.Tampa 6904 Parke East FL 33610 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) Date: 2=1778,13=1825. March 17.2020 10) Girder carries hip end with 0-0-0 right side setback. 9-8-0 left side setback. and 7-0-0 end setback ant nued on page 2 W WARNWG-Vad1ydeef9n Paramelekand READN07ES ON THIS AND INCLUDWMRKREFERANCEPAGEMf47473mv. Iard3/2pr59E11RE USE Design valid for use only with Mnek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a i system. Before use, the building designer must verify the opplicabllity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stobllity, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication storage. delivery, erection and bmcing of trusses and truss systems. SeeANSIMIl QUO' CM�do, D6Bd9 and SC51 Building Component Nlormotbrgvollobletrom Buss Plate InsnMe, 218 N. Lee street. Suite 312 Alexandria. VA 22 14. M!Tek' 69041 East Blvd.Spbty Tampa. FL 33610 Job Truss Trials Type Oty Ply LOT 2412 WATERSTONE e T19709826 2291572 A09 SPECIAL 7 2 Job Reference (optional qunuers mrstaource trlam cny, ry, Flarlt cny, I-L- aabti7, 8.240a Mar 92020 Mil Industries, Inc. Tue Mar 17 11:10:14 2020 Page 2 ID:OCTvNww5NzT8k?Cv2apGNFzl hhA-eOgOf2OQ24vNTgfvEBFTfYdsaaBmOO8TfgHVnOza2SN NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1013lb down and 4431b up at 9-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-4=54, 4-1 1=-1 1 2(F=-58), 11-12— 112(F=-59), 23-24=-20, 18-23=-42(F=-22), 17-18=42(F=-22), 13-16=-42(F=-22) Concentrated Loads (Ib) Vert: 23=-656(F) ,&WARNING -yerlry Ees19n Parametsrsanp REAONOTES ON THISAND/NCLUDED MREKREFERANCEPAGEMIF7473me 1WAY2015eEFORE USE. Design valid for use only with MRekO connectors. Mls design Is based only upon parameters shown, and Is for on Indlvlduol building component not a truss system. Before use. the building designer must verity Me applicability of design parameters and properly Incomplete MB design into Me overall bulldhg design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with posssible personal Injury and property damage. For general guidance, regarding Me fabrication, storage, delivery, erection and bracing of trusses and buss systems seeANSUnsll QupBts. Criteria, DSBA9 and SCSI Building Component 69M Parke East Blvtl. Safety Nformatbrkavollable from Truss Plate Institute, 218 N. We Sheet Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Type Oty Ply LOT 24/2 WATERSTONET797098272291572 TA1 Hip 1 1 Job Reference (optional) builders -mahource triam uly, i-L), Ham city, FL- 33bd/, 8.240a Me r 92020 MiTek Industnes, Inc. Tue Mar 1711:10:15 2020 b 0 Scale = 1:72.3 kx6 = 5x6 = 6.00 FIT 5 22 6 3x6 = 6x8 - 3.00 12 113.4 II fil = 6-0-0 6 0 12-10-0 11-4-0 27-e-0 32-8-0 33-5r0 39-10.0 6.0-0 0-4-0 6-8.0 5.6.0 9-4-0 5. I_ � d a6 d Plate Offsets (X,Y)- f4:0-4-0,0-0-01 15:0-3-8 0-241 16:0-3-00-2-01 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.16 16-19 >463 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.5613-14 >712 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.99 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 MBtrix-M$H Weight: 242 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 7-10: 2x4 SP No.3 10-" oc bracing: 10-12 WEBS 2x4 SP No.3 WEBS 1 Row at rl 5-13 REACTIONS. (size) 2=0-8-0, 16=0-4-0, 9=0-3-8 Max Hom 2=-380(LC 8) Max Uplift 2=-220(LC 8), 16=-1063(LC 10), 9=-553(LC 10) Max Gmv 2=14(LC 19), 16=1969(LC 15), 9=1189(LC 16) FORCES. (Ile) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-535/951, 3A=-1246/865, 4-5=-1606/1204, 5-6=-1204/1145, 6-7=-1410/1175, 7-8l 552/1186, 8-9=-11291928 BOT CHORD 2-16=-665/347, 15-16=-757/429, 14-15=-728/1322, 13-14=-711/1334, 12-13=-944/1334, 7-12=199/268 WEBS 3-16=-1745/1209,3-15=-1119/1926,4-15=-790/611, 4-14= 50/379, 5-14=-90/429, 5-13=-188/252, 6-13=-145/368, 7-13=-269/339, 8-12=-956/1349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=15ft; B=45ft; L=58ft; eave=7ft; Cat. IC, Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 4-5-10, Intedor(1) 4-5-10 to 15-2-6, Exterior(2) 15-2-6 to 33-6-12, Interior(1) 33-6-12 to 33-10-10, Exterior(2) 33-10-10 to 39-84 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 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= 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 2=220, 16=1063, 9=553. Joaquin Velez PE No.68182 MiTek USA, Ina. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 QWARNING- VanWdeSlgnpersmetersand READ NOTES ON THIS AND INCLUDED MREKREFERANCEPAGEW7441he, 10102015BEFORE USE. Design valid for use only with MOeM connectors. This design Is based only upon parameters shown, and Is for an Indvidual building component, not a truss system. Before use. Me building designer must verify the appllcobllity of design parametea and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web one/or chord members only. Additional temporary and permanent bracing Is always required for stabllty and to prevent collopse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and truss systems, scCANSI/IPII Quaply Cmedo, DS549 and SCSI Bu9tlbD Component Safety NfanTalbrpvoloble from Truss Mote Institute, 218 N. Lee Street. Suite 312, Nemi-crla. VA 22314. �� MiTek' 69N Parke East Blvd. Tampa, FL 33610 Job Truss Type Oty Ply LOT 24/2 WATERSTONET19709828 TA118 2291572 SPECIAL 1 7 Job Reference (optional) om nm,ovu,eo\, ,uvny,ry. —I"Flu wao„ 4 V 4UZU IWA I UR IF^..`nns, IFIU. juarvar l/111u:ibzuzu d 8.00 5x6 = 12 2z4 11 5x6 = 5 6 22 7 3ze = 5z6 = 3.00 F12 1L 2z4 It 6x8 Scale - 1:72.3 11 LOADING (ps' SPACING- 2-0-0 CS1. DEFL. in (lac) Vde9 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.30 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.60 13-14 >790 180 BCLL 0.0 ' Rep Stress In YES WB 0.90 Horz(CT) 0.24 10 Na Na BCDL 10.0 Code FBC2017/7PI2014 Matrix-MSH Weight: 248 lb Fr=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc puriins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 13-15: 2x4 SP No.i BOT CHORD Rigid ceiling directly applied or 4-2-5 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-14 REACTIONS. (size) 2=0-8-0, 10=0-3-8 Max Horz 2=-337(LC 8) Max Uplift 2=-784(LC 10), 10=-702(LC 10) Max Gmv 2=1629(LC 15), 10=1484(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2989/1871, 3-4=-3277/2186, 4-5=-2861/2059, 5-6=-2240/1791, 6-7= 2240/1791, 7-8=-1985/1731,8-9=-1985/1491, 9-10=-1425/1146 BOT CHORD 2-17=-1794/2849,16-17=-1833/2927, 15-16=-195613135, 14-15— 1479/2473, 13-14=-110611735 WEBS 3-17=-577/487,3-16=-120/266,4-15=-524/410. 5-15= 657/1166,5-14=-281/177, 6-14=-333/376, 7-14=-475/940, 7-13=-191/261, 9-13=-1231/1744, 8-13=-395/530 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=58ft; eave=7ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0to 4-5-10, Intedor(1) 4-5-10 to 12-10-15, Extedor(2) 12-10-15 to 39-8-4 zone;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCD = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=784, 10=702. Joaquin Velez PE No.68182 Ill USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 QWARNING-Verlry design Pmamefersand READ NOTES ON TNISAND INCLUDED MREKREFBRANCEPAGEM1F74T3 rev. 1W 015BEFOREUSE. Design valid for use only with Maelds connectors. This design Is based only upon parameters shown. and Is for an Indlvlduol bulding component, not ��- a truss system. Before use, the building designer must verify me applicability of design parameters and properly Incorporate this design Into the overall bW ding design. Bracing Indicated Is to prevent buckling of IndNlducl Truss web and/or chord members only. Additional temporary and permanent brooing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of trusses antl truss systems seemstripiI Quaply CMaria. D5549 and BCSI Building Component 69N Parke East Blvd. Safety Intorma8oncy,aflabie from Truss Plate Institute. 218 N. Lee Sheet Suite 312. A.anddo, VA 22314. Tampa, FL 33610 Job Truss Truss Type Ott' Ply LOT 24/2 WATERSTONE • � T19709829 2291572 Al2 SPECIAL 1 1 Job Reference (optional) Builders Firstaource team ury, FL), riant Cony, FL- 33567, 1810.[1-0.0 5--0-7 0- 1 S Mar 9 z0P0 Ml I ex Industries, Inc. TUB Mar 17 11:10:18 2020 Page 1 ID:OCTvNww5NzTBk?Cv2apGNFzlhhA-WA3vVPRx6EPpxRygTIJPgOnOCBZzMAL3ZIF]wnw2SJ 25-2-13 394-]10-30759 324-8-0-0 305-f-2- 1i 38--40 7-5-9 1 8-2-13 I I �33 • Scale = 1:72.3 5x6 = 2x411 3x4- 5x12� 6.00 12 4 5 26 627 28 29 7 11 3x6 = 7x10 = 3x6 = 4x6 II 2x4 II axis = 7.5.9 15.10.0 . 1a-0-n . 95-2-1R 9q.9.n . a1.ni . ut.A.n 3s.9-19 I.i 7-5-9 8-4-7 2-6-0 6-10.12 3.114 2-6-0 2-8.0 0.10- 3 4-7-3 Plate Offsets (X,Y)- [3:0-4-0,0-3-01 [5:0-0-0 0-2-8] 112:0-5-8 Edge] 116:0-2-0 Edgel [18:0-3-0 0-0-81 120:0-3-8 Edge] LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.33 17 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.4514-15 >999 180 BCLL 0.0 Rep Stress Incr YES WE 0.96 Horz(CT) 0.26 10 n/a n/a BCDL 10.0 Code FBC2017/IPI2014 Matrix-MSH Weight: 265 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2'Except• 5-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2'Except• 4-18,7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-3-8 Max Horz 2=295(LC 10) Max Uplift 2=-780(LC 10), 10=-708(LC 10) Max Grav 2=1596(LC 15), 10=1473(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-8 oc bracing. Except: 1040 oc bracing: 16-18 WEBS 1Row at midpt 16-20.6-15 FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2866/1833, 3-4=3020/2149, 4-5=-3041/2366, 5-6=-2664/2046, 6-7=2515/1993, 7-8=-1965/1572,8-9=-1900/1422, 9-10=-1420/1125 BOT CHORD 2-20=-1763/2693, 4-16=-023/512, 15-16=-1706/2666, 14-15=-1678/2519, 13-14= 112511721, 12-13=-1161/1638 WEBS 3-20=-5791579, 16-20=-1845/2741, 3-16= 70/267, 5-16=-575/674, 5-15=322/640, 6-15=-114/300,6-14=-574/554,7-14=-730/1145,9-12>7202/1696, 8-12=-399/355, 8-13=-77/256 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuli 60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151% B=45f; L=58h; eave=7ff; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 4-5-10, Interior(1).4-5-10 to 11-2-6, Extedor(2) 11-2-6 to 22-9-10, Interior(1) 22-9-10 to 25-10-6, Extedor(2) 25-10-6 to 39-8-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 201 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 100lb uplift at joint(s) except (jt=lb) 2=780, 10=708. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd, Tampa FL 33810 Date: March 17,2020 QWARNING-verify tleslgn peremetemand READ NOTES ON TNLSAND INCLUDED M? KREFERANCE PAGEM67473 rev. 141D32015BEFORE USE. Design valid for use only with MfiekO connectors. This design Is based only upon parameters shown, and Is for an Individual buildiing component, not ��• a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional tarsi and permanent bracing MiTek' Is always required for stablIny, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems seeANSDIPII Quality Cd 0fil DSB419 and BCSI Bull Component 69M Parke East Bind. Safety InformatbrWolloble from Truss Plate Insdute. 218 N. Lee Sheet, Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply LOT 24/2 WATERSTONE x T19709830 2291572 A13 HIP 7 t Job Reference (optional) idulmers rim borac9 krul filly, rL], I9ant 111y, rL- J3bUf, 8.240a Mar 92020 MiTek Industries, Inc. Tue Mar 1711:10:19 Bel = 6.00 FIT 5X6 = 3x4 = Sx6 = Scale=1:70.7 11 3x6 = 2x4 11 6xe = 5x8 - 5x8 = 3x6 11 7-5-9 15-0-0 244.0 33-8.0 39,10-0 7-5-9 7-6-7 94-0 9-0-0 6-2-n Plate Offsets(X,Y)-- 13:0-4-0,0-3-4][4:03-80-2-4115:0-3-00-3-0117:0-4-00-2-81 [11:0-4-00-3-41112:0-2-12EdnaI LOADING (psf) SPACING- 2-" CS]. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.26 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94. VerI CT) -0.48 11-12 >996 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Hoa(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MSH Weight: 2321b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 'Except* BOT CHORD Rigid ceiling directly applied or 4-0-4 cc bracing. 2-12: 2x4 SP No.2 WEBS 1 Row at midpt 3-12, 5-12, 5-11, 6-10 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Hom 2=295(LC 10) Max Uplift 2=-785(LC 10), 9=-711(LC 10) Max Gal 2=1651(LC 15). 9=1486(LC 16) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2976/2005, 34=-2296/1652, 4-5= 2007/1596, 5-6=-1980/1531, 6-7=-1085/958, 7-8=-1239/947,8-9=-1449/1134 BOT CHORD 2-13=-1970/2760, 12-13=-1971/2757, 11-12=-1429/2113, 10-11=-1201/1771 WEBS 3-13=0/300, 3-12= 794/687, 4-12=-314/658, 5-12=321/117, 5-11=-271/335, 6-11=-230/628, 6-lD=-1119f782, 7-10=-20/324, 8-10=-859/1324 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.Opsh h=15ft; B=45ft; L=58ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 4-5-10, Interior(1) 4-5-10 to 6-9-9, Exterior(2) 6-9-9 to 23-2-7, Interior(1) 23-2-7 to 25-5-9, Extedor(2) 25-5-9 to 39-84 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint($) except (jt=lb) 2=785. 9=711. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 QWARNING-Vedfydeel9n Pmemete..a dREAD NOTES ON THIS AND INCLUDED M le(REFERANCE PAGE 14p7473rev. IM120151REFORE USE. Design volld for use only with MOek® connectors. TM design is based only upon parameters shown, and is for on indlalduol building component. not a truss system. Before use, Me building designer must verify the applicability of design parameters and properly Incorporate Me design Into the overall building design. Brocing Indicated is toprevent buckling of individual truss web and/or chord members only. Additional temMory and Permanent bracing Is always required for stability and to prevent collapse with possible personol Injury and property damage. For general guldonoe regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems. seeANSUIPl1 Quality Cmrrdo, DS349 and BCSI tWStlhg Comporl Safety Informatbrpvolloble from Truss Plate Institute, 218 R Lee Street. Suite 312, Alexandria, VA 22314. MiTek' 69M Parka East Blvd. Tampa, FL 33610 Job ss Truss Type Cry Ply LOT 24/2 WAFERSTONE TA T79709831 2291572 4 HIP 1 1 Job Reference (optional) � em rimsaou,u=tn=m wy,ry, r,am wy, rr.-uuaar, 0.2gv 5 Mar a Luzu MI I ex Inc. 1 us Mar 17 11:10:20 2020 m d Sx6 = 6.00 12 4 20 2x4 II 5xB = 5 21 22 6 23 5x6 = 7 Seale a 1:70.7 12 __ .. ... ... _.. .., 9 30 = 3x8 MT20HS = axis = 4x6 = 3x6 = 6.8 = 31 = 9-10-5 20-3-15 30-&72 39-10-0 Q.1 aF In.S.ih Plate OUsets(X,Y)-- f3:0-4-0,0-3-01 f4:0-4-00-2-81 I6:0-4-00-3-0j 17:0-3-80-2-41 LOADING (psf) SPACING- 2-0-0 Cal. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Veri(LL) -0.35 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Veff(CT) -0.6112-14 >781 180 MT20HS 187/143 BCLL 0.0 Rep Stress Mar YES WB 0.99 Hom(CT) 0.10 9 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 2181b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Hoe 2=295(LC 10) Max Uplift 2= 785(LC 10), 9= 711(LC 10) Max Grav 2=1670(LC 15), 9=1535(LC 16) FORCES. (D) - Max. CompJMax. Ten. -All forces 250 (I s) or less except when shown. TOP CHORD 2-3=-3017/2029, 3-4=-2790/1926, 4-5= 2434/1786, 5-6=-2434/1786, 6-7=-1651/1207 BOT CHORD 2-14=-2014/2768, 12-14=-1499/2175, 10-12=-1377/2033, 9-10=-596/845 WEBS 3-14=-441/553, 4-14=-3721718, 4-12=-171/567, 5-12=-414/445, 6-12=-335/576, 6-10=-865(778, 7-10=-751/1387, 7-9=-1574/1133 Structural wood sheathing directly applied or 2-2-0 Do puffins, except end verticals. Rigid ceiling directly applied or4-3-3.do bracing. 1 Row at midpt 7-9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; h=15N; B=45ft; L=58ft; eave=7ft; Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-4-0 to 4-5-10, Intedor(1) 4-5-10 to 4-9-9, Exterior(2) 4-9-9 to 21-2-7, Interior(1) 21-2-7 to 27-5-9, Exterior(2) 27-5-9 to 39-8-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) • This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jl=lb) 2=785, 9=711. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Cate: March 17,2020 QWARNING-Verity design paremefen and READ NOTES ON THIS AND INCLUDED M/FEK REFERANCE PA GE MIp74" re✓. reneva 5BEFORE USE Design valid for use only with MOel4 connectors. This design b based only upon parameters shown, and Is for on Individual building component,not a truss system. Before use, the building designer must verity me applicability of design parameters and properly Incorporate mu design Into the overall building design. Bracing indicated is to prevent buckling of lncMdual truss web and/or chord members only. Motional temporary and permanent bracing MiTek' 6 always required for stability and to prevent collapse with possible personal injury and property damage, For general guldonceregarding the fabrication. storage. delltery. erection and bracing of trusses and trass systems, seeANSIMII GuaIM CMerN, DS549 antl SCSI Buldhrp Component 69M Parka East BNd. Safety Informatlarlovpliable from Truss Rote Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22 14. Tampa, FL 33610 Job Truss Truss Type Ply LOT 24/2 WATERSTONE'T19709832 A15 MONO HIP r 1 Job Reference (opfona0 Builders FirgSoume (Plant City, FL), Pistil City, FL-33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 17 11:10:21 2020 Sv6 = 3x4 = Sx6 = Scale = 1:69.4 3x6 = 2x4 11 3x6 = 2x4 II 3xS = 4x6 = 3x4 = 4x6 = 3x4 = 6x8 = 200 29-11-15 6444 72 9 9-1-14 I 39-1100--10 Plate Offsets (X,Y)— f4:03-0,0-2-01, [6:D-3-0,0-3-01 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) VdeB L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.27 12-14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Veft(CT) -0.5712-14 >834 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.82 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Maldx-MSH Weight: 2151b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP NDA WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 9=0-33, 2=0-8-0 Max Ho¢ 2=351(LC 10) Max Uplift 9=-718(LC 10), 2=-778(LC 10) Max Grey 9=1484(LC 15), 2=1613(LC 15) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2926/1944, 3-4=-2525/1728, 4-5=-2249/1629, 5-6=-2722/1804, 6-7=-2019/1270 BOT CHORD 2-15=-2028/2642, 14-15=-2028/2642, 12-14=-1922/2709, 10-12=-1691/2506, 9-10=-1063/1562 WEBS 3-14=-500/495, 4-14=-430/848, 5-14=-724/377, 5-12=-27/260, 6-12=-179/340, 6-10= 784/661, 7-10=-456/1007, 7-9— 197611355 Structural wood sheathing directly applied or2-10-14 oc pudins, except end verticals. Rigid ceiling directly applied or 4-3-13 oc bracing. 1 Row at midpt 5-14, 7-9 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASIDE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=58ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0,18; MW FRS (directional) and C-C Exterior(2) -1-4-0 to 19-2-7, Intedor(1) 19-2-7 to 33-10-10, Extsrior(2) 33-10-10 to 39-8-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pet 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) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=718, 2=778. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 O WARNING. Verl/ydealgnpammetsmand READ NOTES ON THISAND INCLUDED MREKREFERANCEPAGEM&74MmK 1003,2015BEFORE USE. Design valid for use only wIM Ml connectors. Tell design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated a to prevent buckling of lndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent caliopse with possible personal inJury and property damage, For general guidance regarding Me fabrication, storage, delivery, erection and bracing of hums and truss systems, seeANSI/IP11 GuamyCfti DSB49 and SCSI Building Component 69M Parke East Strut. earth, from Truss Rate Institute. 218 N. Lee Sheet, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply LOT 24/2 WATERSTONE T79709833 2291572 A16 MONO HIP 1 1 Job Reference (optiona0 Buildera FirstSource (Flant Glty, FL), I'lanl Gity, FL - 33557. 8.24U a Mar 9 2020 MiT6k Inc. Take Mar 1711:10:22 2620 a nnR-9 Scale = 1:69.4 5x8 = 214 11 5x6 = 3x4 = 5x6 = 4 18 19 520 621 22 7 23 8 14 3x6 II 3x8 = 3x4 = 3x6 = 5x8 = 5x8 = 5x6 = 9-0.0 16-9-6 24-5.0 32-0-70 39-10.0 o.r�n >.o.a >.>.tn � zztn � >.o.e ] Plate Offsets (X Y)-- 14:0-6-00-2-81 [6:0-3-00-3-0] (11:0-3-0.0-3-01 - LOADING (psf) SPACING- 2-0-0 Cat. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.38 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.5711-12 >840 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 211 lb FT=20% LUMBER - TOP CHORD 2x4 SP N0.2 *Except* 4-6: 2x4 SP No.1 BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 REACTIONS. (size) 9=0-3-8, 2=0-8-0 Max Hom 2=297(LC 10) Max Uplift 9=-711(LC 10), 2=-785(LC 10) Max Grav 9=1467(LC 1), 2=1542(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1RUN at midpt 7-11,8-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2781/1920, 3-4=-2589/1828, 4-5=-3196/2214,5-6= 3196/2214, 6-7=-3068/2013, 7.8= 2073/1354, 8-9=-1397/1006 BOT CHORD 2-14=-1927/2446, 12-14=-1682/2288, 11-12=-2044/3097, 10-11=-1354/2073 WEBS 3-14=-327/371, 4-14= 204/434, 4-12- 617/1134, 5-12=-446/496, 6-11=-454/475, 7-11=--771/1165,7-10=-1060/881, 8-10=-1549/2376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15tt; B=45tt; L=58ft; eave=7ff; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 17-2-7, Intedor(1) 17-2-7 to 33-10-10, Extedor(2) 33-10-10 to 39-8-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of tmss to bearing plate capable of withstanding 100 Ito uplift at joints) except Qt=lb) 9=711. 2=785. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 QWARN/NG. Ved1ydes19nP r m,rersan4READNOTES ON THIS AND INCLUDED MITEKREFERANCEPAGEM&7473m¢ 10M3rz015BEFORE USE. Design valid for use only with MRek® connectors. This deelgn Is based only upon parameters shown and Is for an Inds ltlual Wang component, not ��- a hum system. Before use. Me building designer must verity the appllcoblllty of design parameters and properly Incorporate thb design into the overall building design. Bracing Indicated Is to prevent buckling of lndNldual hum web and/or chord members only. Addltlonal temporary and permanent brccing MiTek' Is always required for stobllily and to prevent callopse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of homes and toss wstems seeANSVTP1l CuaMmy CdNM, DSB49 and BC51 Bull Component 6904 Palle East Blvd.Safety hfa inatbnovalrobie from Truro Plate Institute. 218 N. Lee Sheet. Suite 312, Alexandrlo, VA 22314. Tampa, FL 33610 Job Truss Type city Ply LOT 242 WATERSTONET797098342291572 TA17 �MONOHIP 1 2 Job Reference (optional) dGuaers riMaource trlam uny, I-L{, rlanl uny, rL- aaaol, 6.00 12 �1 5.44u s mar a Luzu ml I eK mausmes, Inc. i us mar 1 / l l nu:24 2uzu Page 1 3k?C12apGNFzl hhA.LKOAIT W hh49ylMOggHOp3fl U?Gdvm_b W Eil BRza2SD Seale = 1:69.4 5x6 = 5x6 = 5x6 = 2x4 II 3x4 = 3x4 = 3x4 = 4x6 = 3 4 23 5 6 24 7 25 8 9 10 la 1/ lb 10 14 11 1Z axisAxis = 3.6 — 4xl0 MT20HS = 3x4 = 3x4 = 3x4 = 4x6 3x4 = 4XIO MT20HS= LOADING last) TCLL 20:0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.88 BC 0.79 W B 0.59 Matti DEFL in (too) Vdefl Ud Vert(ILL) 0.62 15-16 >771 240 Vert(CT) -0.75 15-16 >632 180 Horz(CT) 0.19 11 n/a Na PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 415 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 11=0-3-8, 2=0-8-0 Max Horz 2=243(LC 8) Max Uplift 11=-1864(LC 8), 2=-1826(LC 8) Max Grav 11=3589(LC 13), 2=3580(LC 13) FORCES. (III) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7194/3547,3-4=-6511/3292,4-5= 9040/4596,5-6— 10137/5190,6-7=-9785/5018, 7-8=-8003/4106, 8-9=-4780/2426 BOT CHORD 2-19=-3238/6394, 18-19=-4151/8029, 16-18=-5134/9871, 15-16=-5334/10230, 13-15= 4793/9163,12-13=-3505/6671, 11-12=-1449/2698 WEBS 3-19=-1319/2877,4-19=-2515/1379,4-18=-737/1714, 5-18=-1401/892, 5-16= 124/491, 6-16=-206/269,6-15=-737/524,7-15=-374/1032,7-13=-1925/1139, 8-13=-997/2210, 8-12=-313711789,9-12=-162213453, 9-11=-0295/2323 NOTES- 1) 2-ply truss to be connected together with 10d (0.131°x3°) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 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 Do. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Ops1; h=15tt; B=45tt; L=58ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 11=1864, 2=1826. 10) Girder carries hip end with 0-0-0 light side setback, 7-0-0 left side setback, and 7-" end setback. Joaquin Vein PE No.68182 fiIii USA, Inc. FL Cart 6634 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 733 lb down and 321 Ib up at 6904 Parke East Blvd. Tampa FL 33810 7-0-0 on bottom chord. The design/selection of such connection device(s) is theresponsibility of others. Date: LOAD CASE(S) Standard March 17,2020 :ontinued on pace 2 ,&WARNING- Venrydesign pant tersand READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIF7473m, 1WW10156EFORE USE. Design valid for use only with MBelkV connectors. This assign 6 based only upon parameters shown, and Is for an inctridual building component, not ��- a tails system. Before use. the building designer must verify the appllcablIty, of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual pass web and/or chord members only. Additional temporary and permanent bracing MiTeW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricolion, storage, delivery, erection and brocing of trusses and truss systems, seeAN3UIP11 Quality Ckerb, DSO-89 and SCSI Building Component 69M Parke East Blvd. Safety Infoncl arloveiloble from Truss Plate Insfil 218 N. We Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Joh Truss Type O1y Ply LOT 24l2 WATERSTONE FA17 T19709834 2291572 MONO HIP i 2 Job Reference (optiomi Puilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 17 11:10:24 2020 Page 2 ID:0CTvNvvN5NzT8k?Cv2apGNFzl hhA-LKOAITWhh49yfMOggHOp3fl U?cdvm byyEilBRza2SO LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-10=118(F=-64), 19-20= 20, 11-19=-44(F=24) Concentrated Loads (lb) Vert: 19=-475(F) 0 WARNING -VerUy design paramefereand READ NOTES ON THIS AND INCLUDED MITEKREFERANCEPAGEMIP7423 rev. 1"31015BEFORE USE. • Design valid for use only with Mnek® connectors, fib design Is based only upon parameters shown, and Is for an Indlvlduol building component, not a truss system. Before use. me building designer must verify the applicability of dodge parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of individual truss web andler chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the storage, delivery, erection and bracing of trusses and truss systems, seeANSITIPII GuaOh Criteria. DSM9 and SCSI Building Component 6904 Parka East Blvd.fabrication, Safety Informatterlavailoble from Taus plate Institute, 218 N. Lee Street. Suite 312. Mexandtio. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 24/2 WATERSTONE T19709835 2291572 B01 ROOFTRUSS 2 1 Job Reference (optional) builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 a Mar 9 2020 MiTek Industries, Inc. Tue Mar 17 11:10:25 2020 31 Scale-1:40.1 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1,25 Rep Stress Inc NO Code FBC2017/TPI2014 CSL TC 0.55 BC 0.97 WE 0.34 Matrix-MSH DEFL Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl L/d 0.35 10-12 >775 240 -0.5310-12 >503 180 0.04 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 104 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or3-11-0 oc pudins. BOTCHORD 2x4 SP No.1 BOTCHORD Rigid ceiling directly applied or 5-11-0oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Harz 2=-270(LC 8) Max Uplift 2=-572(LC 10), 8=-572(LC 10) Max Grav 2=1135(LC 15). 8=1135(LC 16) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1999/1446, 3-4=-1873/1427, 6-7=-1874/1427, 7-8=-2000/1446 BOTCHORD 2-12=-1086/1919, 10-12=-731/1398, 8-10=-1086/1717 WEBS 6-10=-410/804, 7-10=-326/333,4-12=-410/804, 3-12=-325/333, 4-6=-1233/1121 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; B=45ft; L=58ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-4-0 to 4-5-10, Interior(1) 4-5-10 to 5-3-2. Exterior(2) 5-3-2 to 17-0-14, Interior(1) 17-0-14 to 17-10-6, Exterior(2) 17-10-6 to 23-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) except (jt=lb) 2=572, 8=572. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-9=-54, 12-13=-20, 10-12=-60, 10-16=-20 m �b Joaquin Valez PE No.68102 MiTek USA, Inc. FL CIA 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 O WARNING. Verltydeslgnparsmeters.d READNOTES ON THISAND INCLUDED MREKREFERANCEPAGEMlP7M., 1[4D.Yf015BEFORE USE. Design valid for use only with M9eM connectors. This design Is based only upon parameters shown and Is for an individual bul ding component, not a truss system. Before use. the building designer must verify the opplicabllity of design parameters and properly Incorporate the design Into the overall building design. Bracing Indicated is to buckling of hdivlducl truss web and/or chord members only. Additional temporary and permanent boring MiTek' prevent h always requited for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delNery, erection and bracing of busses and truss systems seeAN3VIPll Cui Criteria, DSB.89 and BCM Building Compon.nt 69M Parke East Blvd. Sari Informa114rnvallable /rom Truss Plate Institute, 218 N. tee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 _ Truss Truss Type - - Ory Ply STONE L�nefere� T79709836 F2291579 B01A COMMON 3 1 ional guilders FirstSource (Plam City, FL), Plant City, FL- 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 17 11:10:27 2020 I Scale=1:38.9 3x4 = 3z4 = :iz4 = Jx4 = 3x4 = 5xe = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL. 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/rP12014 REACTIONS. (size) 2=0-8-0, 8=0-3-8 Max Horz 2=255(LC 9) Max Uplift 2=-565(LC 10), 8=A63(LC 10) Max Grev 2=1117(LC 15), 8=1044(LC 16) CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.60 Vert(LL) 0.36 9-11 >739 240 MT20 244/190 BC 0.98 Ver(CT) -0.55 9-11 >478 180 WB 0.33 Horz(CT) 0.05 8 n/a n/a Matrix-MSH Weight: 102 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or3-9-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1961/1434, 3-4=-1834/1414, 6-7=-1748/1383, 7-8= 1853/1398 BOT CHORD 2-11=-1167/1867, 9-11=-809/1336, 8-9=-1125/1578 WEBS 6-9=-365/686, 7-9=-229/295,4-11=-413/814, 3-11=-335/335,4-6=-1205/1117 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=58ft; earni Cat. 11;.Eli C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 4-5-10, Intedor(1) 4-5-10 to 5-3-2, Extedor(2) 5-3-2 to 21-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 last bottom chord live load nonconcurent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=565, 8=463. LOAD CASE(5) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=-54, 5-8=-54, 11-12=-20, 9-11=-60, 9-15=-20 N 1lb 6 Joaquin Velez PE No.66162 I4Tek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 O WARNUIG- Issitydeafgnpmassafersand READ NOTES ON MIS AND INCLUDEDMITEKREFERANCEPAGEM674"3 .. 1Oa32015BEFORE USE Design valid for use only with MITekg connectors. This design Is based only upon parameters shown, and Is for an individual bulding componem, not a huss system. Before use, me building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual lrum web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required! far stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of musses and trusssystems. SeeANSIy1PI1 QualMy Cdlorb, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Infolmaflo c noble mom Truss Plate Institute. 218 N. Lee Street Suite 312. Nexchi VA 22314. Tampa, FL 33610 Job ress Truss Type Oty Ply LOT 24/2 WATERSTONE ]S02 T79709837 2291572 COMMON 1 i Job Reference (optional) Builders RrslSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 1711:10:32 2020 3, Scale = 1:40.7 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = �< d Plate Offsets (X,Y)-- [5:0-2-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdef1 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Ven(LL) 0.35 10-12 >775 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.53 10-12 >503 180 BCLL 0.0 ' Rep Stress Incr NO INS 0.34 Hom(CT) 0.04 8 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 104111 FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Malt Hom 2=268(LC 9) Max Uplift 2=-572(LC 10), 8=-572(LC 10) Max Gray 2=1136(LC 15), 8=1136(LC 16) FORCES, (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2000/1446, 3-4=-1874/1427, 6-7=-1875/1427, 7-8=-2001/1446 BOT CHORD 2-12=-1086/1918, 10-12=-730/1397, 8-10=-1086/1717 WEBS 6-10=-410/804,7-10=.326/333,4-12=-410/804, 3-12=-325/333, 4-6=-1228/1115 Structural wood sheathing directly applied or3-11-0 oc puffins. Rigid ceiling directly applied or 5-11-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45111; L=58ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 4-5-10, Interior(1) 4-5-10 to 5-3-2, Extenor(2) 5-3-2 to 17-0-14, Interior(1) 17-0-14 to 17-10-6. Exterior(2) 17-10-6 to 23-8-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.OpsL 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=572, 8=572. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-9=-54, 12-13=-20, 10-12=-60, 10-16=-20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 ,&WARNING - Verity des/9n pemmetersand READ NOTES ON TN/SANDINCLUDED MGENREFEBANCE PAGEM11-7473 rev. 104%2015aEFOREUSE Deslgn valid for use only with MTeM connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a tress system. Before use. Me building designer must verify Me opplicoblllty of design parameters and propery Incorporate this design Into Me overall butiding design. Bracing Indicated is to prevent buckling of Individual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stobOdy and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding Me fabrication, storage, delNery, erection and bracing of trusses and truss systems, seeANSU1Plt Quality Calera, DSB49 and BCSI Building Component 69M Parke East Blvd, Safety Infarmallonavallable from Truss Plate Institute, 218 N. We Street. Suite 312, Mexandila. VA 22314 Tampa, FL 33610 Job Truss Truss Type Cry Ply LOT 24/2 WATERSTONE T79709838 2291572 B03 HIP 1 1 Job Reference (optional) Quilders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 a Mar 9 2020 MiTek Industries, Inc. TUB Mar 17 11:10:35 2020 Page 1 ID:OCTvNww5NzT8k?Cv2apGNFzlhhA-WRbK3Deb6SYOU2mxz57PO_?R_2ONr3JZURt611za2S2 -1-40 641 9-0-0 13-0-0 15-11-15 22-4-0 23-8-0 1-4-0 6.4-1 2-7-15 ~ 440 2-7-15 64_1 120 46 = 4x6 = Scale = 1:40.7 m to 3.6 = 3x4 = 3x4 = 3x4 — 3x6 = 9-0-0 13-4-0 22-4-0 9-0-0 a-0-D 9-0-0 Plate Offsets(XY)-- [2:0-2-120-1-8] [7:0-2-120-1-8] LOADING (pi SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.51 Veri(LL) -0.22 11-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Ved(CT) -0.40 11-14 >666 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.14 Horz(CT) 0.04 7 n/a i BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight: 99 So 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, 7=0-8-0 Max Horz 2=-224(LC 8) Max Uplift 2=-491(LC 10), 7=-491(LC 10) Max Grant 2=944(LC 15), 7=944(LC 16) BRACING - TOP CHORD Structural wood sheathing directlyapplied or 4-2-12 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-6-5 Be bracing. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2,3=-1398/1092, 3-4=-1186/989, 4-5=-1021/918, 5-6=-1186/989, 6-7=-1399/1092 BOT CHORD 2-11=-752/1359, 9-11= 481/1099, 7-9= 752/1191 WEBS 3-11=-404/413, 4-11=-254/453, 5-9=-254/453, 6-9=-405/413 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=1601(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0pst h=1Bit; B=45tt; L=58ft; eave=7ff; Cat. II; Exp C; Encl., GCpil18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst 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= IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joints) except Qt=lb) 2=491, 7=491. Joaquin Velez PE Na68192 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 QWARNING-Verity Design ParemeteraenEREAD NOTES ON THMAND INCLUDED MITEKREFERANCEPAGEMIL7473or. 14/eMe155EF0RE USE Design valid for use only with Mai connectors. ntls design Is based only upon parameters shown, and Is for on Individual building component not a fruss system. Before use. the bullding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual}nlss web antl/or chord members only.. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and fluss systems, seeANSVIPiI Guam Cali DSB49 and BCSI Ball Component 69N Parke East Blvd. Sdaty Informations voiiable from Truss Plate Institute. 218 N. Lee Street Suite 312. Alexondno, VA 21114. Tampa, FL 33610 Job Truss Truss Type City Ply LOT 24/2WATERSTONE T79709839 2291572 804 HIP 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 s Mat 92020 MiTek Industries, Inc. Tue Mar 17 11:10:37 2020 Page 1 31 5x8 = 17 18 5xB = 46 = 3.6 II 5x8 = 3x6 II Us = LOADING (psf) SPACING- 2-0-0 TOLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 31 "Except" 3-5: 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 Horz 2=181(LC 7) Max Uplift 2=-1034(LC 8), 6=-1034(LC 8) Max Grav 2=2037(LC 13), 6=2037(LC 14) Scale=1:40.7 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TC 0.62 Vert(LL) 0.18 9 >999 240 MT20 244/190 BC 0.91 Veri -0.23 9 >999 180 WB 0.28 Hoa(CT) 0.09 6 n/a n1a Matdx-MSH Weight: 103 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc pudins. BOT CHORD Rigid ceiling directly applied or4-8-15 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3806/1817,3-4=-3767/1932,4-5=-3767/1932,5-6=-380611817 BOT CHORD 2-10=-1453/3438, 9-10=-1464/3476, 8-9=-1464/3349, 6-8=-1453/3312 WEBS 3-10=-268/926, 3-9=-368/634, 4-9=-575/506, 5-9=-368/634, 5-8=-268/927 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; h=15tt; B=45tt; L=58h; eave=7tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grid DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with anyother live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Vida 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 Ito uplift at joints) except Qt=lb) 2=1034, 6=1034. 7) Girder carries hip end with 7-0-0 end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 733 Ib down and 321111 up at 154-0, and 733 Ib down and 321 Ib up at 7-" on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 13=-54, 3-5=-112(F=-58), 5-7=54, 10-11=-20, 8-10=42(F=-22), 8-14=-20 Concentrated Loads (Ib) Vert: 10=475(F) 8=475(F) Joaquin Velez PE No.68182 MiTek USA, I= FL Cad 6634 6904 Parke East Blvd. Tampa FL 3361D Date: March 17,2020 ®WARNING- Venly Cezgnwsmemrsan4NEADNOTES ON MIS AND WCLUDEDMREKREFERANCEPAGEMIF7473r,W, 1aa32a15BEFORE USE Design valid for use only with MirekS connectors, this design is based only upon parameters shown. and Is for on Individual building component, not a truss system. Before use. Me building designer mustverify the applicobiliry of design pommators and properly Incorporate this design Into the overall buildingdesign. Bracing indicated is to prevent buc'4ing of individual truss web and/or chord members only. Addrional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sawip 9pP11 Oua]Xryyy CMe9o. DSB4i9 and BCSI Buldesg ComWnonl 6904 Parke East Blvd. Safety Informa8onavoiloble from Truss Plate Institute, 218 N. Lee Street, Suite 312 Alexandria. VA 22314. Tampa, FL 33610 Job - Truss - uss Type - Oft,Ply LOT2412WATERSTONET79709840 IJACK 2291572 C1 12 1 Job Reference (ooOonaD QUilders HrstSource (Plain City, i Plant City, FL- 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 1711:10:39 2020 Page 1 ID:OCTvNww5NzT8k7CY2apGNFzlhhA-PCgrvbh69h2gyf3iC)SLAg9CStwBnvZ903rKA3za2S_ LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES Via 0.00 Horz(CT) 0.00 4 n/a Na BCOL 10.0 Code FBC2017/TPI2014 Matrii LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Ho¢ 2=79(LC 10) Max Uplift 3=-4(LC 1), 2=-196(LC 10), 4=-14(LC 1) Max Grav 3=23(LC 10), 2=164(LC 15), 4=43(LC 10) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:7.6 PLATES GRIP MT20 244/190 Weight: 5 lb Fr=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=58ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 fist bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except 01=11b) 2=196. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 ,&WARNING -Veroy Cealgnpar sidarsand READNOTES ON THISAND INCLUDED MmEx REFERANCEPAGEMIP74]dreV. 11MV3e015BEFORE USE Design valid for use only with MBek® Connectors, This design Is based only upon parameters shown, and B for an individual building component, not ��- a tuns system. Before use. the building designer must verify the applicability of design Parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent deciding of lndivlduol truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stabllity, and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication, storage, delivery. erection and bracing of trusses and tuns systems, seeANM/IPII Quality Cmoda, DSO-89 and BCSI Building Component 69M Parke East Blvd. Safety Infonnationavailobie from Truss Plate institute, 218 N. We Steel, Suite 312. Alexandria, VA 22314, Tempe, FL 33610 Job Truss Truss Type , r Oty Ply LOT 2412 WATERSTONE T19709841 2291572 ClF Jack -Open 4 1 Job Reference (optional) gallaers rlrstbourCe (cram Ully, VL), rlam Ulry, rL- U bbf. a24U s Mar 9 zuzu ml r en mammas, Inc. I us Mar 1711:10:39 202U Page 1 r 3 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 VerI LL) 0.00 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(CT) 0.00 4 We rVa BCDL 10.0 Code FBC2017/TP12014 Matdx-MP Weight: 5 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=03-0, 4=Mechanical BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Max Horz 2=79(LC 10) Max Uplift 3=-6(LC 15), 2=-214(LC 10). 4=-23(LC 15) Max Grav 3=17(LC 10), 2=158(LC 1), 4=31(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=58ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 pad bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3, 4 except Qt=lb) 2=214. Joaquin Velez PE Nei82 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: March 17,2020 O WARNING - Verirydasign Paremefers wadREAD NOTES ON THIS AND INCLUDED MN£KREFERANCE PAOEMI-74"rev. 10N 2015SEFOREUSE Design valid for use only with Meer@ connectors. This design B based only upon parameters shown, and Is for on individual building component, not ��- a truss system. Before use. Me building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated 6 to prevent buckling of individual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and prop" damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeAtni iPi1 Quality Dreads. D8949 and SCSI Building Component 69U Parke East Bivd. Safety mrannaBonavoilabie from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandra VA 22314. Tampa, FL 33610 Job Truss Truss Type a city Ply LOT 2412 WATERSTONE T79709842 P291572 C3 JACK 10 1 Job Reference (optional) Guilders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Mar 92020 Mil Industries, Inc. Tue Mar 1711:10:402020 Page 1 ID:OCTvNww5NzT8k7Cv2apGNFzlhfA-tPOD61dkw7AhapevmgajleNc3FiW MpldjalhWza2Rz -1-4-0 2-11-4 14.0 �' 2-114 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TIC0.20 Ved(LL) -0.00 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Ved(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(CT) 0.00 3 111 n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3--Mechanical, 2=0-8-0, 4=Mechanical Max Hoe 2=130(LC 10) Max Uplift 3=-50(LC 10). 2=-156(LC 10) Max Gray 3=72(LC 15), 2=200(LC 15), 4=49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale=1:12.7 PLATES GRIP MT20 2441190 Weight: 121to FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or2-11-4 oc purins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vull60mph (3-second gust) Vasi 24mph; TCDL=4.2psf; BCDL=5.Opsf; III5ft; B=45ft; L=58ft; eavei Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces.& MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed 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 20.101 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 3 except (jt=lb) 2=156. Joaquin Velez PE No.68182 MiTek USA, Ina FL Ced 6634 691114 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 O WARNING -Verlty designparametersand READ NOTES ON THISAND INCLUDED MREKREFENANCEPAGEMIF797a hi 1B 015BEFORE USE. reegnvalidforuseonlywithMRelc®connectors.lins design is based only upon parameters shown. chatis for an Individual bul ding component, not �f- a inns system. Before use, fie building designer must verify the applicability of design parameters and properly incorporate this design into the overall `■ building all siccing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' 6 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and from systems seeANSIRtill Quall Cdfeda, DSII and SCSI Bu6dlsy Component 69M Parke East Blvd. Safety Informallonavailable from Truss Plate Initiate. 218 N. Lee street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job - Tnus Truss Type Oty Ply LOT 2412 WATERSTONE t T79709843 2291572 C5 JACK 6 1 Job Reference (optional) Builders FirstSoume (Plant City, FL), Plant City, FL-33567, 3x4 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 17 11:10:41 2020 Page 1 ID:0CTvNww5NzT8k?Cv2apGNFz1 hhA-LbybKHlMhi[YCZD5JMEpFFEVwTYGFp2SsNKRDyza2Ry Scale = 1:17.6 Plate Offsets (X,Y)-- [2:0-1-4,0-0-21 LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Ved(CT) -0.05 4.7 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MP Weight: 18 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4--Mechanical Max Hom 2=183(LC 10) Max Uplift 3=-105(LC 10), 2=-166(LC 10) Max Grant 3=136(LC 15). 2=271(LC 15), 4=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or4-11-4 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ff; L=58f; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 3=105, 2=166. Joaquin Velez PE No.66192 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: March 17,2020 Q WARNDIG-Vedrydesignparameterseed READ NOTES ON MIS AND INCLUDEDMITEKREFERANCE PAGE MII-747arev. 1003s?D15eEFOREUSE. valid for use only with MiTel� connectors. This design is based only upon parameters shown, and Is for an Individual building component, not Wit a hum system. Before use, the bustling designer must verify the applicability of design parameters and properly incorporate this design Into the overall building tleslgn. Bracing indicated is to prevent buckling of Individual fuss web and/or chord members only. Additional temporary and permanent bracing M1Tek' Is always required for stability antl to prevent collapse with possible personal Injury and property dlIaa6myage. For general guidance regarding the deliveryDSBdg and lC6l aWOhO Component SabbM hAermallo ar horn Truss Plate Ilnsfil 216 N. Lee51 eel, Suite 312 Al�on�lo. VA 22314, Tampa, FIL 336101vtl. b Truss Truss Type City Ply LOT 24/2WATERSTONE r T79709844 91572 r22 D01 SPECIAL 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 a Mar 9 2021) MiTek Industries, Ind. I U9 Mar 1711:10:42 202U 5x8 = 17 5 18 Scale = 1:31.1 3x4 = 3x4 -. 3xe = oxrz = 1.5x8 STP= 3.6 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CS'. TC 0.37 BC 0.92 WB 0.63 Matrix-MSH DEFL. in (loc) Udell L/d Vert(LL) 0.18 10-11 >999 240 Vert(CT) -0.2510-11 >766 180 HondCT) 0.05 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 801b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-0 oc bracing. WEBS 2x4 SP No.3 *Except* 8-10: 2x4 SP No.2 REACTIONS. (size) 9=0-4-0, 2=0-8-0 Max Hors 2=136(LC 8) Max Uplift 9=-558(LC 8), 2=-699(LC 8) Max Gmv 9=1178(LC 13), 2=1390(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2439/1077, 3-4=-2241/1017,4-5=-2760/1275, 5-6=-2774/1275,6-7=-2640/1232, 7-8=-2640/1232 BOT CHORD 2-12=-98512187, 11-12=-1463/3160, 10-11=-1601/3409 WEBS 3-12=-339/861, 4-12= 1117/547, 4-11=-805/405, 6-11=-1163/587, 6-10=-876/421, 7-10- 310/233,8-10=-1322/2832,8-9=-1110/557,5-11=-733/1654 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=1601(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=58ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrem 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 100 lb uplift at joint(s) except (jt=lb) 9=558, 2=699. 7) Girder carries tie-in span(s): 3-0-0 from 12-0-12 to 16-0-0 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 It, down and 451b up at 2-3-4, 106 lb down and 45 lb up at 12-0-12, and 206lb down and 88 lb up at 6-8-0, and 206 Ito down and 88 Ito up at 7.8-0 on top chord, and 195 Ile down and 83 lb up at 2-3-4, 195 lb down and 83 to up at 12-0-12, and 167 lb down and 71 lb up at 6-8-0, and 167lb down and 71 Ib up at 7-8-0 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54,4-5=-54, 5-6=-54, 6-8=-54, 10-13=-20, 9-10=-32(F=-12) Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 .nntim QWARNING- Verify design Pare 0. 40d READ NOTES ON THIS AND WCLUDEO MREKREFERANCEPAGEMIF74Ydrey. iNB42015BEFOREUSE. Design valld for use only with Mmek® connectors, This design a based only upon parameters shown, and is for on Indlvitlual building component, not ��- a buss system. Before use. Ore building designer must very the applicability of design parameters and properly Incorporate this design into the overall buildingdesign,Bracing Indicated istobuckling ofIndividual hussweb and/or chord members only. AddiBonaltemporaryandpermanentbrocing MiTek' prevent Is always requlredfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me 69N Parke East Blvd. fabrication. storage, deliveryerection and bracing of husses and huss systems. sseANSlr1PII Cuall Cri DSB-09 and BG81 Building Component Safety Imarmalloadvoiloble from Truss Note Institute, 218 N. Lee Streat. Suite 312, Nexondria, VA 22 14. Tampa, FL 33610 Job - Truss Truss Type - - Oty Ply LOT2412WATERSTIINE 1 T19709844 2291572 DO1 SPECIAL 1 1 Job Reference(optional) ljulldelS FIB15ourae (Plant city, FL), Plant Clly, FL- 33567, 8.240 a Mar 9 2020 MiTek Industries, Inc. Tars Mar 17 11:10:42 2020 Page 2 ID:OCTvNw W 5NzTBk?Cv2apGNFzl hhA-pnW z)(dk_ScRPg7oHt312oSnhPsk6_7Ub513_mOza2Rz LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 1Oi 7=95(F) 16=-9117— 185(F) 18=-185(F) 20=-175(F) 21=-150(F) 22=150(F) ,&WARNING-VeeKydeslgnpsremetema.d READ NOTES ON TNISAND/NCLUDED MITEKFEFERANCEPAGEM1474"mi, 1W 015BEFORE USE. Design valid for use only with Mi connectors. this design Is based only upon parameters shown, and Is for an IndNidual building component, not �� a truss system. Before use, the building designer must verify the applicalafiry of design parameters and properly Incorporate this design Into Me overall building design, Brocbgindicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fobrication, storage, delivery. erection and bracing of hums and truss systems seeAN31/rP11 QuWtly Criteria, D58d9 antl ICSI Bultlhp Component 69M Parke East Blvd. Safety Infoenaho available from Two Plate Institute. 218 N. We Sheet Suite 312. A)exondrla, VA 22314. Tampa. FL 33610 Jab Truss - Tmss Type a City Ply LOT24/2WATERSTONE T19709845 2291572 E3 JACK 1 1 Job Reference (optional) Builders FirstSource (Plant city, FL), Plant city, FL- 33567, 8.240 a Mar 9 2020 MiTek Industries, Inc. Tue Mar 1711:10:42 2020 Page 1 ID:OCTvNww5NzT8k?Cv2apGNFzlhhA.pnWz)(dk_ScRPg7oHt312oSnj6swM Glb513_mOza2Rx Scale=1:12.8 3-0-0 LOADING (pst) SPACING- 2-0-0 CS1. DEFL. in (loc) War Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 12 In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=11slechanical, 2=04-0, 4=Mechanical Max Horz 2=131(LC 10) Max Uplift 3=-02(LC 10), 2=-213(LC 10), 4=-02(LC 7) Max Grav 3:ai 15), 2=1911), 4=50(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=S.Opsf; h=15f ; B=45f ; L=58h; eavei Cat. 11; Exp C; Encl., GCp:ai MWFRS (directional) and C-C Extedor(2) zone; parch left expDsed;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 par bottom chord live load nonconcument with any other live loads. 3) ' This Tmss has been designed for a live load of 201 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 3, 4 except all 2=213. Joaquin Velez PE No.63182 MiTek USA, Inc. FL Cart 6634 6904 Padre East Blvd. Tampa FL 33810 Date: March 17,2020 AWARNING - Vainly deslanpammaitarsand READ NOTES ONTRISAND INCLUDEDM itlREFEBANCEPAGEMlimiv.l0,da2015BEFOREUSE. Design valid for use only with FAMM connectors. This design is based only upon parameters shown, and 6 for an Individual building component not a fruss system. Before use, the building designer must verify the applicability of design parometers and properly Incorporate Me design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always poulred for stab0iiy and to prevent collapse wish possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delNery, erection and bracing of busses and muss systems seeANSVWll Qua[ MMyy Cdteda. Di and BCSI BuIll Component 6904 Parke East Blvd. Safety Infatmalbnovollable from Taus Rote Institute, 218 N. We Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss - Truss Type - Oty - Ply LOT 24/2 WATERSTONE r T19709846 2291572 EW JACK 4 1 Job Reference (optional) Quilders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc.. Tue Mar 17 11:10:43 2020 Page 1 I D:OCTvNww5NzTBk?Cv2apGNFzl ht1A.Hz4MkylcDwZGRHNURnGHLgKmGGajjYlJhpXlgza2Rw Scale=1:12.8 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Ved(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 eta n/a BCDL 10.0 Code FBC20171FP12014 Matrix -MP Weight: 121b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=10echanical, 2=0-4-0, 4=Mechanical Max Harz 2=131(LC 10) Max Uplift 3=-62(LC 10), 2=-213(LC 10), 4=-42(LC 7) Max Gmv 3=66(LC 15), 2=191 1), 4=50(LC 3) FORCES. (lb) -Max. Comp./Ma c. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=5.Opsf; ItI B=45tt; L=58ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3, 4 except Qt=lb) 2=213. Joaquin Velez PE NG68182 MiTek USA; Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 ,&WARNING- Wrirydar1gnparemelereand READ NOTES ON TN/SAND INCLUDED M?EKREF£RANCEPAGEMO-74Ta rev. la�DY10156£FOREUSE Design volld for use only with Mi connectors. ibis design Is based only upon parameters shown, and is for an Incilvldual building component, not ��- a truss system. Before use, the building all must verify the appllcabllity, of design parameters and properly Incorporate ihk design Into the overall building design. Bracing indicated is to prevent bucNing of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabrication, storage. delivery, erection and bracing of musses and fruss systems seeANSUIPI I Cual"MTy Criteria. OSB-69 and III Sulding Component 69N Parke East Blvd. Safety Informatpnovalloble from Truss Rate Institute. 218 N. Lee Street. Sulte 312, Alexandria. VA 2231A. Tampa, FL 33610 b Truss - -- Truss Type r r Cry Ply LOT 24/2 WATERSTONE T79709847 r20291572 �E4 JACK 1 1 Job Reference (optional) guilders Rm Soume (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 17 11:10:43 2020 Page 1 ID:OCTvNww5NzT8k?Cv2apGNFzt hhA.Hz4MkylcDwZGRHNURnGHLgKtQGFJIIYIJhpXlgza2Rw -14-0 44-0 14-0 4-4-0 r 3x4 = Scale: 3/4'=l' Plate Offsets (XY)-- f2:0-14 0-0-21 LOADING (psf) SPACING- 2-" CSI. DEFL in (loc) Vest L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.03 4-7 >999 180 BCLL 0.0 ' Rep Stress ]nor YES WB 0.00 Hom(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 16 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=167(LC 10) Max Uplift 3=-89(LC 10), 2=-162(LC 10) Max Grav 3=117(LC 15), 2=249(LC 15), 4=75(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 44-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=58ft; eave=7ft; Cat. II; Exp C; Encl., GCpil8; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except ft=lb) 2=162. Joaquin Velez PE No.68182 MiTek USA, Ina FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 ®WARNING- VerhydesrIMpammemnsandREAD NOTES ON THIS AND INCLUDED MREKREFERANCEPAGEMII-742r0rae.. 101112R015BEFORE USE. Design void for use only with MRek® connectors. This design Is based only upon parameters shown, and for an Individual building component, not ��- a truss system. Before use, the building designer must verify Me applicability of design parameters and properly Incorporate Mis design Into the overall building design, Bracing Indicated is to prevent buckling of individual hum web and/or Chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and Muss systems, seeAtill I Quality Cil lo, DSB49 and BCSI Building Component 6904 Parke fast Blvd. Safety Informatbtgvoiloble from Truss Plate Institute, 218 N. We Street Suite 312, Alexandrlo. VA 22314. Tampa, FL 33610 Job Tres Truss Type Oty Ply LOT 24/2 WATERSTONE r 1 T19709848 2291572 E7 JACK 27 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. TUB Mar 1711:10:44 2020 Page 1 ID:0CTvNww5NzTBk?Cv2apGNFz1 hhA-mAekyllE_Dh73Ryg?UnWttsydgT2SAouYLY5gHza2Rv -1-4-0 3.84 7-0-0 1-4-0 3.84 3-&12 LOADING (pst) SPACING- 2-0-0 CS'. TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 TCDL 7.0 Lumber DOL 1.25 BC 0.70 BCLL 0.0 ' Rep Stress [net YES WB 0.00 BCDL 10.0 Code FBC2017ITP12014 Matdx-MP LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Me6hanical, 2=0-8-0, 4=Mechanical Max Horz 2=238(LC 10) Max Uplift 3= 160(LC 10), 2=-184(LC 10) Max Grav 3=203(LC 15), 2=348(LC 15), 4=124(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:23.1 DEFL. in (too) I/defl Ud PLATES GRIP Ved(LL) 0.18 4-7 >451 240 MT20 244/190 Ved(CT) -0.21 4-7 >404 180 Hom(CT) -0.01 3 n/a n/a Weight: 24 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or4-3-13 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opst; h=15ft; B=45ft; L=58ft; eave=7ft; 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 lost bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 3=160, 2=184. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data: March 17,2020 ,&WARNING- Ved1ydesfgnparameremand READ NOTES ON MIS ASO INCLUOEO MREKREFERANCEPAGEMIFUM rev. lalU32015BEFOREUSE Design valid for use only with Mir connectors. This tlesign is based only upon parameters shown. and Is for an Individual building component, not ��- a truss system. Before use. the building designer must verity Me applicability of design parameters and properly incorporate III design Into me overall building design, Bracing indicated B to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me 6904 Parke East Blvd. fabrication, storage. delivery. erection and bracing of trusses and Muss systems. seeANSVIPII Quality Cmnlu, DSB-89 and BC.91 Building Component safety ratio mationavoilable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312. A wandea, VA 22314. Tampa, FL 33610 Job Truss 11Tmss Type - r City Ply LOT 2412 WATERSTONE T79709849 2291572 E7H JACK 11 1 Job Reference (optional) guilders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Mar 92020 MiTek Industries, Inc. Tue Mar 1711:10:45 2020 Page 1 ID:OCTvNww5NzT8k?Cv2apGN Fzl hl W-EMC69emsD(p_haXsYC1105P8R4rOBau1 n71eN(za2Ru -1-4-12 3.5-12 6-11.4 0 13-12 3.5-13.5.10 Scale:3/8'=1' 2x4 11 4xa II 6.8 _ 1.54 STP= LOADING (psQ SPACING- 2-0-0 CS]. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.12 7 >661 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.21 7 >381 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) -0.29 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MP Weight: 37 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 8=0-7-4, 4=Mechanical, 5=1viechanical Max Hom 8=306(LC 10) Max Uplift 8=-144(LC 10), 4=-26(LC 10), 5=-176(LC 10) Max Grav 8=340(LC 1).4=139(LC 1), 5=164(LC 15) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-259/393 BOT CHORD 7-8= 484/148, 6-7=-484/148 WEBS 3-6=-209/680 Structural wood sheathing directly applied or 6-0-0 oc pur ins, except end verticals. Rigid ceiling directly applied or 6-8-13 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=15ft; B=45ft; L=58ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 last bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 8=144, 5=176. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 OWARNING-Vedrydesl9npmemefe,sand READNOTES ON TN/SAND INCLUDED MREKBEFERANCEPAGEM/H473me lDT3Z0I5BEFOBE USE. Design valltl for use only with MReW connectors. This design Is basetl only upon parameters shown, entl Is for on IntlNidual builtling component, not ��- a M1uss system. Before use, me builtling tleslgner muss verity the opp"Cablllty of tleslgn parameters and pmpeny Incorporate Xtis tleslgn Into }he overall builtling tlesign.&acing lntllcordis to prevent bucklingof lntllvidual buss m,antl/or chortl membersanly. AtldIbnaltampwary and permanentbmcing MiTek' b always requlretl tot stability entl to prevent collapse with possible personal injury and property tlamoge. For generol gultlance regarding the fobrlcaXon, itamge. tlelNery, erection and bracing of trusses entl truss rystems, seeANSU1PIt CYaI1111yy r:m.da, D6B-09 and 8N Mrldhg CompO0in1 6904 Parke East BNtl. W., InlormafbnwaJable from Taus Rate InsMute. 2, 8 N. Lee SM1eat, Suite 312 Alexantleo. VA 22314. Tampa, FL M610 Job Truss Truss Type - t � City ply E T19709850 2291572 1 Common 2 pwmers rnunrouicu lnein uny, ry, rrem Illy, I - umoi, B.z4u s Mar a zuzu MI I ex industries, Inc. 1 ue Mar 1 r 17:10:45 2020 Page 1 ID:OCTvNww5NzT8k?Cv2apGNFZ1 hhA-EMC69emslXp haXsYCIIO5PAx4rJBbhl n?IeNjza2Ru -.--04-0 1-10.4 i S_4O 2 80 12-0-0 -10.B12 10. 3-5-12 5I 140 6.00 12 31 = 3x4 = 3,06 II 52x4 ll 3x4 = 6 Scale - 1:21.6 LOADING (psf) SPACING- 2-0-0 CS'_ DEFL, in (lop) Vdeg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.48 Vert(LL) 0.09 8-9 >930 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Ven(CT) -0.08 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.15 Harz(CT) 0.00 8 n1a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight: 41111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP I TOP CHORD Stmctural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP I BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 9=0-3-8, 8=0-9-B Max Ho¢ 9=-144(LC 8) Max Uplift 9=-501(LC 10). 8=-411(LC 10) Max Gray, 9=4671 1), 8=467(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown. WEBS 3-9=-432/510,5-8=-432/510 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=l60mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; h=15ft; B=45ft; L=58ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MI (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=11b) 9=501, 8=411. Joaquin Velez FE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 AWARNING - Verity deerenpeemefereandREAD NOTES ONIII AND INCLUDED MREKREFERANCEPAGE M/N4nrev.1drU3QeISBEFORE USE Design valid for use only with MRek® connectors. This design Is based only upon parameters mown, and Is for an Indlvlduol building component, not a truss system. Before use, the building designer must verify the appllcWbllity, of design parameters and properly Incorporate this design into the overall building design, Bracing Indicated is to prevent buckling of lndividucl III web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobricat on, storage, delivery. erection and bidding of theses and miss systems, seeANSUTPII Quality CMaM. DSB-09 and BCSI BuldY1B Component 6904 Parke Else, Blvd. Safety Infomsafbspvolloble from Truss Plate Institute, 218 N. We Street, Suite 312 Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 242 WATERSTONE T79709851 2291572 F02 HIP 1 1 Job Reference (optional) quaaers mr$voua. lnanr iny'rL), naal Isy, r,-axaor, e.24U a Mar a Zulu MI I eK mausolea, Inca I Ile Mar 1 / 11:1 UAb VU20 Fai 1 2 1 3x4 = 6.00 F12 2x4 II 3 axis II 4x6 11 4 52x4 II 3x4 = 6 Scale = 1:21.7 LOADING (ps, SPACING- 2-0-0 CSI. DEFL, in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.09 8.9 >934 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.08 8-9 >999 iB0 BCLL 0.0 ' Rep Stress Incr YES WS 0.15 Homi 0.00 8 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matdx-MSH Weight: 40111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 9=0-3-8, 8=0-3-8 Max Horz 9=-141(1-C 8) Max Uplift 9=-501(LC 10), 8=-411(LC 10) Max Grav 9=467(LC 1), 8=467(LC 1) FORCES. (lb) - Max CompJMax. Ten. -All tomes 250 (lb) or less except when shown. WEBS 3-9=-433/512,5-8=-433/512 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.0pst h=15ft; B=45ft; L=58ft; eave=7ft; Cat. II; 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 forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 9=501, 8=411. la 7 Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cart 6634 6004 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 QWARNING-VONrytleagnparce fersanEREAO NOTES ON TN/SAND INCLUDED MREKREFERANCEPAGEMIF7473rev. lath. ISBEFORE USE Design valid for use only with MTri connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the buiding designer must verify Me opplicabiiity of design parameters and propery Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only, Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication. storage, delivery, erection and bracing of trusses and truss systems, meANSUmII Quality 011i DS5419 and SCSI Building Component 69M Parke East BIMI. Safety Informalblpvailabie from True Rate Institute, 218 N. Lee Street. Suite 312 Alexanddo, VA 22314. Tampa, FL 33610 Jab Truss Truss Type City Ply LOT 24/2 WATERSTONE T19709852 2291572 F03 HIP 1 1 Job Reference (optional) Uulldere Flrabourte (Plain Gity, FL), Hart Uly, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 17 11:10:47 2020 Page 1 ID:OCTvNww5NzTBk7Cv2apGNFzlhhA-AIJsaKo7H83hwugFgdLDV W U%OtbTfWOKEJnlRcza2Rs -1-40 3-&0 7-8-0 10.&0 12-0.0 ~ 14.0 3-0-0 4.8.0 1 3-0.0 I 1.4-0 4x6 = 4x6 = 3x4 = Scale =t:21.7 LOADING (psi SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.36 Vert(LL) 0.05 7-8 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.04 7-8 >999 180 BCLL 0.0 ' Rep Stress ]nor NO ViB 0.07 HOrii -0.01 5 1 n/a BCDL 10.0 Code FBC2017[FP12014 Matrix-MSH Weight: 41 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=04-0, 5=04-0 Max Horn 2=-94(LC 6) Max Uplift 2=548(LC 8), 5=-548(LC 8) Max Grew 2=550(LC 1), 5=550(LC 1) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-830/732, 34=-732/699, 4-5=830/732 BOT CHORD 2-8=-565(720, 7-8=-577/732, 5-7=-5637720 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.Opst h=15ft; B=45ft; L=58ft; eavei Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except 61=11b) 2=548, 5=548. 7) Girder carries hip end with 3-0-0 end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 86 lb down and 381b up at 7-8-0, and 86 lb down and 38 lb up at 3-0-0 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 1-3=-54, 34=-63(F=-9), 4-6=-54, 8-9=-20, 7-8=-23(F=-3), 7-12=-20 Concentrated Loads (lb) Vert: 8=-56(F) 7=-56(F) Joaquin Velez PE No.60182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 Q WARNING- Verlry design paxamefersand HEAD NOTES ON THIS AND INCLUDED MREKAEFEHANCEPAGEM/F74" rev. 101112015aEFORE USE Design valid for use only with MiTek® connectors. Ti design Is based only upon parameters mown, and Is for an IndNltlual building component, not �t- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into me overall building desgn. Bracing lndlaated is to prevent buckling of IndMldualtrum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guldonce regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, sveANSVIVIi Quat"MTy Cdfi DSB-09 and BCSI Building Component 69N Parke East Blvd. Safety Infomsationavalloble hom Cuss plate Institute, 218 N. Lee Street Suite 312. Nexontlea. VA 22314. Tampa, FL W610 Job Truss Tuss Type x OtY Ply LOT2412WATERSTONE r T19709853 2291572 G01 MONO HIP 1 1 Job Reference (optional) builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Mar 92020 MiTek Industries, Inc. Tue Mar 17 11:10:48 2020 Page 1 ID:OCTvNww5NzT8k7Ll2apGNFzlhhA.emEogol2SBY1'2FREKsS2j1 gBHwtOwhUTzW lz2ze2Rr 6-0-4 %1812 9.8-0 2-0-8 i 0.11-4 r 2x4 II 3x4 = 3x4 = 2X4 II Scale-1:29.9 Plate Offsets (X,Y)-- [4:0-2-0,0-2-8] LOADING (PSO SPACING- 2-0-0 Cat. DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.07 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Ven(CT) -0.09 7-10 >999 180 BOLL 0.0 ' Rep Stress Incr YES W B 0.20 Hord(CT) -0.00 6 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Metd%-MSH Weight: 49 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 2=0-8-0, 6=Mechanical Max Horz 2=290(LC 10) Max Uplift 2=-219(LC 10), 6=-214(LC 10) Max Grey 2=451(LC 15), 6=393(LC 15) FORCES. (lb) -Max. CompJMax. Ten. -All foroes 250 (lb) or less except when shown. TOP CHORD 2-3=AOPJ165 BOTCHORD 2-7=-391/359, 6-7=-391/359 WEBS 3-6_514/559 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 8-5-2 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; B=45ft; L=58ft; eave=7ft; Cat. 11; E1id C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exte ior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=1b) 2=219, 6=214. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: March 17,2020 AWARN/NG.VCN/ydeslgnpaldnietelsand REAONOWS ON TN/SANDWCLUDEDMREKREFERANCEPAGEMl474M.I faZ 156EFORE USE. Design void for use only with M6eM connectors, rnis design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the appllcablliN of design parameters and properly Incorporate tints design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bmcing MiTek' Is always requited for stability, and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII Quaffly Cdteda, DSB49 and SCSI Building Component 69N Parke East Blvd. Safety In/onnatiorpvallable from Tmss Plate Institute, 218 N. Lee Street, Suite 312. Alexonddc, VA 22314. Tampa, FL 33610 Job Truss Truss Type -- r Oty Ply LOT 24/2 WATERSTONE T19709854 2291572 302 MONOHIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 1711:10:49 2020 I 3X4 = Axe = 4x10 MT20HS I I --- 4XIV MILUr1J Scale: 1/2'=1' Plate Offsets (X,Y)-- [4:0-3-8,Edgel 15:0-3-8,Edge] LOADING (ps1) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Ven(LL) 0.43 6-9 >267 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.45 6-9 >252 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress ]nor YES WB 0.07 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 42 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP ND.2 *Except' BOT CHORD 3-6: 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0 Max Horz 2=236(LC 10) Max Uplift 5=-192(LC 10), 2=-241(LC 10) Max Grav 5=357(LC 15), 2=452(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-84/251 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45111; L=58h; eave=7ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pet bottom chord live load nonconcunent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joinf(s) except (]t=lb) 5=192, 2=241. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 OWARNING- Verdydealgnparamehas and HEAD NOTES ON THIS AND INCLUOEDMREKREF£RANCE PAGE ARF74"rev. fNa32015 BEFORE USE Design valid for use only with Mnek® connectors. `[his design Is based only upon parameters shown, and is for an Individual building component, not �� a truss system. Before use, the building tle4gner must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent bucMing of Individual Cruse web and/or chord members only. AchiHonol temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeAN5U711 GuaW CRodu, DSO-89 and BC81 Building Component 69p4 Parke East Blvd. Safsly fida"af hervailable from Truss Plate Institute, 218 N. Lee Street Suite 312, Nexondrlo, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 242 WATERSTONE T79709855 2291572 G03 MONO HIP 7 1 Job Reference (optional) ®udders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.00 12 3x4 = LOADING (PSI SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 `Except' 3-6: 2x4 SP No.3 REACTIONS. (size) 5--Mechanical, 2=0-8-0 Max Horz 2=182(LC 10) Max Uplift 5=-176(LC 10), 2=-258(LC 10) Max Grav 5=347(LC 1), 2=444(LC 15) 46 = 2x4 II 8.240 s Mar 9 2020 MiTek Industries, Inc.. Tue Mar 17 11:10:50 2020 Page 1 Cv2apGNFzlhhA-aK??DMq?a3RGnMPgUuw7B6_TSWsssHmwH?P2wza2Rp Scale=1:20.5 4x10 MT20HS I I 4x10 MT20HS I I Cat. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.62 Vart (L) 0.36 6-9 >316 240 MT20 244/190 BC 0.67 Vert(CT) -0.39 6-9 >295 180 MT20HS 187/143 WB 0.06 Horz(CT) 0.01 2 rda n/a Matrix-MSH Weight: 38 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-1-14 oc bracing. _ FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (11 or less except when shown. TOP CHORD 2-3=-284/174, 4-5=-197/271 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; B=45ft; L=58ft eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directorial) 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) 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 last bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=176, 2=258. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 17,2020 QWARNING-1renly EesignpeessfOrreenCREAUNOTES ON THIS AND INCLUDED MREKREFERANCEPAGEMIL74]3rex. for0=015BEFOREUSE. Design valid for use only with Mi connectors. This design 6 based only upon parameters shown, and 6 for an Individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated h to prevent bucWing of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSVrPl1 Quality Cri DSBdg and BCS1 Building Component 6904 Parke East Blvd. Sai Infosmaf andrdloble from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type 1 city Ply LOT 24/2 WATERSTONE T19709856 2291572 G04 GABLE 1 1 Job Reference (optional) Bullders RrstSource (Plant City, FL), Plant City, FL- 33567, 4x6 = 2 6.240 a Mar 9 2020 MiTek Industries, Inc. Tue Mar 17 11:10:50 2020 Page 1 ID:0CTVNww5NZT8k?Cv2apGNFz1 hhA-aK??DMq?a3RGnMPgUuw7863r5gUss=wH?P2wrffiRp 2x4 11 20 II 2x4 II Scale = 1:20.4 9-&0 LOADING (psf) SPACING- 2-0-0 Cat. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.00 1 Nr 180 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 1 1 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 HondCT) -0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 38 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 9-8-0. (lb) - Max Horz 2=128(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 7, 10, 11, 12, 9 except 2=-161(LC 10) Max Gray, All reactions 250 lb or less at joint(s) 7, 2, 8, 10, 11, 12, 9 FORCES. (lb) - Max. Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown. WEBS 3-12=-124/290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; l5ft; B=451t; LS8ft; eave=2ft; Cat. II; Exp C; Encl., GCpIl8; MWFRS (directional) and C-C Comer(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 Do. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord inallareas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Lumber designated with a'P° is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20 % where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACO, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design.. Building designer to verity suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 7, 10, 11, 12, 9 except (jt=lb) 2=161. Joaquin Velez PE No.68182 MiTek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 OWARNING-VedrydeslgnparameterswdREADNOTES ON MIS AND INCLUDED U1nEKREFERANCEPAGEU0.74?3n,11W=0156EFOREUSE Design valid for use only with MOek® connectors. Phis design Is bell only upon parameters shown, and is for an individual building component, not ��- a truss system. Before use, the building designer must verify the appllcablilty of design parameters and properly Incorporate MU design Into the overall building design. &acing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Isalways required for stability and to prevent collopso with possible personal Injury and property damage. For general guldance regarding me fabrication, storage, delivery, erection and bracing of busses and truss systems. seeANSUIPIT Quality Crl DSB-69 and BCSI Suading Component 69N Parke East Blvd. Safety 1nlonno8anovoilable from Truss Plate Institute, 218 N. We Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Trues Type city Ply LOT 242 WATERSTONE 1 T19709857 2291572 GR1 MONO HIP 1 2 Job Reference (optional) Builders Rm Source (Plant City, FL), Plant City, FL - 33567, 8.240 a Mar 9 202U MI I eK Inauseres, Inc. I Ue Mar 17 11:1U:51 2UZU Page 1 ID:OCTvNww5NzT8k?CvZapGNFzl N W-2 W ZNOirdKNZ7P V_OvS P9fMf5nUu5b7Nw91dyaNza2Ro 4 4-9-0 7-0-9 11-5-7 16-0.0 V14-9.0 I 2-3.9 4-4-13 4-6-9 Bx14 MT20HS \\ 1.5x8 STP= 5x8 = 4x6 = 3x6 = Scale = 1:29.6 6,12 MT2OHS- 1.5x8 STP = 4x6 II LOADING (psi SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 20.0. Plate Grip.DOL 1.25 TC 0.84 Vart (LL) 0.23 8-9 >811 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.32 8-9 >587 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.84 HOrz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 188 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-9 no pudins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 8-9-10 oc bracing. 5-9,6-8: 2x4 SP No.1 REACTIONS. (size) 7=0-4-0, 2=0-8-0 Max Horz 2=183(LC 8) Max Uplift 7=-3355(LC 8), 2=-2263(LC 8) Max Gmv 7=7912(LC 13), 2=5157(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -Ali forces 2501 or less except when shown. TOP CHORD 2-3=-10952/4643,3-4=-10064/4311,4-5=-14397/6149,.5-6=-11326/4807,6-7=-6280/2711 BOT CHORD 2-10=-0191/9774, 9-10=-6149/14397, 8-9=-4862/11435 WEBS 3-10=-1949/4690,4-10=-641212789,4.9=.1918/4647,5-9=-1458/3356, 5-8=-1765/895, 6-8=-5395/12725 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 0-7-0 Do. Bottom chords connected as follows: 21 - 2 rows staggered at 0-8-0 Do. Webs connected as follows: 2x4 - 1 row at 0-9-0 ad, Except member 4-9 2x4 - 2 rows staggered at 0-2-0 Do. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst he: 1 5ft; B=45ft; L=58ft; eave=7ft; Cat. II;Exp C; Encl., GCpi=O.ie; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 part bottom chord live load nonconcurrent with any other live loads. 8) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a'rectangle 345-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joints) 7 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=1b) 7=3355, 2=2263. 11) Girder carries tie-in span(a): 41-0-0 from 7-1-8 to 16-0-0 12) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated loads) 43141b down and 18451b up at 7-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Joaquin Velez PE No.68192 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 C ni u 2 ,&WARNING-yerllydmvs paramefms.dREAD NOTES ON THISAND INCLUDED MNEKREFERANCEPAGEMP7413rex. ISAMAD15BEFORE USE Design valid for use only with MOek® connectors. Mls design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent bucWing of individual humweb and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of humas and huss systems. seeAtiffa 1 Quality Criteria, DSB49 and BC51 BuldhD Component Tampa, 1 33610 Safety Informationavoilable from Truss Rate Institute, 218 N. Lee Sheet, Suite 312 Alexandria. VA 22314. Jab uss Truss Type - Qty Ply LOT 24/2 WATERSTONE TGR1 T79709857 2291572 MONO HIP 1 2 Job Reference (optional) 5uilders FirstSoume (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 Mil Industries, Inc. Tue Mar 17 11:10:512020 Page 2 ID:OCTvNvnv5NzT8k?Cv2apGNFzlhhA-2WZNOirdKNZ7PV OvSP9fMf5nUu5b7Nw91dyaNza2Ro LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 3-6=-54, 2-9=-20, 7-9=-735(F=-715) Concentrated Loads (Ib) Vert: 9= 3875(F) ®WARNING- Vsrifydesl9nparem.hvsand READ NOTES ON THIS AND INCLUDED MITEKREFERANCEPAGEMIF7473rev. 1011*12DIS BEFORE USE. Design valid for use only with MRekra connectors. this design Is based only upon parameters shown, and Is for an Individual building component, not a truss system, Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall bulaing design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and bracing MiTek' prevent permanent is always required for stability and to prevent collopse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeMSVFPII Quality Criteria. DSB-89 and BCSI Bidding Component 69N Panne Best Blvd. Safety Informationov illable from Truss Plate Institute, 218 N. Lee Street Suite 312. Meaandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Cry Ply LOT 24/2 WATERSTONE T19709856 2291572 H3 JACK 2 1 Job Reference (optional) Builders RrslSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 1711:10:53 2020 Page 1 I D:OCTvNww5NzT8k7Cv2apGN Fzt hhA-7vg7rNsus—prepOPOIShcnkaAlhB3EODcEE31Fza2Rm -1-10-10 4-2-15 1-10-10 4-2-15 Scale ='1:12.7 4-2-15 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grp COL 1.25 TC 0.27 Vert(LL) 0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 " Rep Stress Incr NO WE 0.00 Hoa(CT) -0.00 3 rifa rda BCDL 10.0 Code FBC2017/TP12014 Matrx-MP Weight: 16lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-2-15 oc purins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=1flechanical, 2=0-4-0, 4=Mechanical Max Hom 2=91(LC 8) Max Uplift 3= 57(LC 8), 2=-262(LC 8), 4=-50(LC 5) Max Gray 3=60(LC 1), 2=179(LC 1), 4=59(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; B=451t; L=58ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for buss to'thi connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) 3, 4 except Qt=lb) 2=262. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads.(pli) Vert: 2=0(F=27, B=27)-to-3=-57(F=-2, B=-2), 5=0(F=10, B=10)-t0-4= 21(F=-1, B=-1) Joaquin Velez PE No.68182 MiTek USA, Ina FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 Q WARNING - Verity design paiemef. and READ NOTES ON MIS AND INCLUDED MREKREFERANCEPAGEMI1-747a rev. 10,1Xi2015eEFOREUSE. Design void for use only with MfTek®connectors. This design is based only upon parameters shown, and Is for an IndMdual building component, not ��- a truss system. Before use, the building designer must verify me applicability of design parameters and propetly incorporate ins design into Me overall building design. Bracing Indicated is to buckling of Individual muss web and/or chord members only. Additional temporary and bracing MiTek' prevent permanent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding me fabrication, storage, delivery, erection and bracing of musses and muss systems, seeANSI/IPII Quality Criteria, DSB-89 and BCSI Balding Component 6904 Parke East Blvd. Safety ImormatbRavoiloble from Thus Plate Institure. 218 N. Lee Sheet, Suite 312, Alexandre. VA 22314. Tampa. FL M610 Job Truss Truss Type Oty Ply LOT24/2WATERSTONE T79709859 2291572 H6 JACK 2 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inca Tue Mar 17 11:10:53 2020 Page 1 ID:OCTvNww5NzT8k?Gv2apGN Fzt N W-?vg7rNsm-prepBPOtShcnkYHlda3EODcEE3fFza2Rm -t-70-10 3-3-11 6.1-9 1-t0-10 &&11 2-9-14 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=13B(LC 8) Max Uplift 3=-125(LC 8), 2=-186(LC 8) Max Gmv 3=163(LC 13), 2=231(LC 1), 4=108(LC 3) Scale: 3/4'=1' CSI. DEFL. in (loc) Udell L/d PLATES GRIP TC 0.40 Vert(LL) -0.05 4-7 >999 240 MT20 244/190 BC 0.35 Vert(CT) -0.10 4-7 >731 180 WB 0.00 Hom(CT) 0.00 2 r/a n/a Matrix -MP Weight: 22 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purims. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opst h=15ft; B=45ft; L=58ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=125, 2=186. 6) 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 (pig Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-3=-83(F=-14, B=-14), 5=0(F=10, B=10)-to-4=31(F=-5, B=-5) Joaquin Velez PE No.68182 MiTek USA; Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 17,2020 Job Truss Truss Type r QtY Ply LOT 24/2 WATERSTONE T19709860 2291572 H7 MONO TRUSS 3 1 Job Reference (optional) guilders FirstSource (Plant City, FL), Plant City, FL- 33567, 6.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 1711:10:54 2020 Page 1 3x4 = Scale = 1:22.7 Plate Offsets (X Y)— (2:0-1-6 0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Ven(LL) -0.03 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.06 7-10 >999 180 BCLL 0.0 Rep Stress lncr NO WB 0.27 Horz(CT) 0.01 5 We We BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 42 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5--Mechanical Max Horz 2=289(LC 8) Max Uplift 4=-175(LC 8). 2=234(LC 8), 5=-169(LC 8) Max Grew 4=211(LC 13), 2=412(LC 1). 5=469(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-651/133 BOT CHORD 2-7=-322/666, 6-7=-322/666 WEBS 3-7=0/292, 3-6=-7981386 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=S.Opst; h=151t; B=45ft; L=58ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MIN FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 4=175, 2=234, 5=169. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (pit) Vert: 2=0(F=27, B=27)-to-9=-134(F=-40, B=40), 8=0(F=10, B=10)4O-5=-49(F=-15, B=-15) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 17,2020 O WARNING - Verity tleard.P.,nahorseed READ NOTES ON THIS AND INCLUDED MITEKREFERANCEPAGEM674M rev. 1G1111?0169EFORE USE. Design volltl for use only wim MRek®connectors.lhistlesign kbased only upon porameters snown..nd Is for on Individual building component, not a buss syslem.Betorethe bullring designer must vatme oppllcobllity of tlesign parameters antl properIncorporate th@deslgn Into the overall bulltling tlesign. B�ocing lndicoted is to prevent buckling of lntlNltluai truss web and/or chord members only. Adri}lonal temporary and permanent bracing MiTek' &olways requlretl for stability and topreventcollapso wlih possible personal injury and properlyd mage. Far gene,., guidance regarding the fobticoflon, storage, tlelNery, erecilon and brocing of trrssas and truss systems seeANSI/IPII pupgty It do O9IId9 m,d aC31 'dY,p Componml 6904 Palle East Blvd. Set ly m/prmptbrnvo0ob,e from T¢,55 P,.m tnstrur.. 218 N. Lee Street Sue. 3,1 A,ezon"0 VA 22 14. Tampa, FL W610 Job Truss Truss Type . . city Ply LOT 2412 WATERSTONE T19709861 2291572 H23 JACK 1 7 Job Reference (optional) cuecem nrswource (rlam cny, rL), riam ury, rL-mcoq 8.240 a Mar 9 2020 MITek Industnes, Inc. Tue Mar 17 11:10:52 2020 Scale = 1:10.7 Plate Offsets (XV)-- f2:0-0-10,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vclefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 VerI CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Hom(CT) 0.00 2 n/a rda BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 13 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4--Mechanical Max Horz 2=72(LC 8) Max Uplift 3=-29(LC 7), 2=-189(LC 8) Max Grav 3=24(LC 9), 2=163(LC 1), 4=35(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 3-1-8 oc punins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Dpst h=15ft; B=45ft; L=5Bf ; eave=7tt; Cat. 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 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except 6t=11b) 2=189. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-3— 42(F=6, B=6), 5=0(F=10, B=10)-to-4=-16(F=2, B=2) Joaquin Velar PE No.66162 MITek USA, Inc. FL Cent 6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 - Truss Trues Type - 1 ply Ply LOT 24/2 WATERSTONE IJob T79709862 2291572 MG1 JACK 1 1 Job Reference (optional) nmtaem rlrstbource (Ptant cny, I-L), riant Ull rL - UJbb/, 8.240 s Mar 9 2020 Mil industries, Inc. TUB Mar 1711:10:55 2020 Page 1 ID:0CTvNww5NzT8k7Cv2apGNFz1 hhA-WouG3u8Ob3Zt71n81U5gCgxV6Gxx4vW 4YAj8za2Rk -1-4-12 3-7-8 6.11-4 1-4-12 i 3-3-12 Scale = 1:33.8 2x4 II 4 2x4 II Set = 3x4 = /.5x8 STP= LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ver1(LL) 0.03 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.04 6-7 >999 180 BCLL 0.0 ' Rep Stress InNO WB 0.30 Horil -0.00 5 Na n/a BCDL 10.0 Code FBC2017ITP12014 Matnx-MP Weight: 49 In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purins, BOT CHORD 2x4 SP No.2 except end vedicals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-7-4, 5=Mechanical Max Holz 7=306(LC 8) Max Uplift 7=-368(LC 8), 5=-431(LC 8) Max Grew 7=879(LC 13), 5=848(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-7=-627/288, 2-3=-585/182 BOT CHORD 6-7=-274/129, 5-6=-281/538 WEBS 3-6=-234/572, 2-6=-86/539, 3-5=-767/401 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=5.0ps1; III B=45ft; L=56ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; 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 arectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of Wss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 7=368, 5=431. 7) Girder carries tie-in span(s): 9-8-0 from 0-0-0 to 6-114 8) In the LOAD CASE(S) section, loads applied to the face of the tmss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54, 2-4=-54, 5-7=-157(F=-137) Joaquin Velez PE No.68182 Mil USA, Inc. FL Cert 6634 6904 Parke East Blvd Tampa FL 33610 Date: March 17,2020 Q WARNING- Vedlydesl9nparametoesand READ NOTES ON THIS AND INCLUDED MI/EKREFERANCE PAGE MIF74TJree lasta2p15BEFORE USE. Design vold for use only with Mill connectors. MB design is based only upon parameters shown, and is for on Individual building component, not ��- a muss system, Before use, Me building designer mustverify Me applicability of design parameters and properly Incorporate Mls design Into Me overall buildingdesign. Bracing indlcotedIstoprevent bucklingofindividual muss web and/or chord members only. Additional temporary and permonentbrocing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication, storage. delivery, erection and bracing of trusses and truss systems seeANSVIP11 Quality Cruets, DSB-09 and SCSI Bu9tlFrp Cpmponent Veit Parke East Blvd. Safely Informationa lloble mom Truss Plate Institute, 218 N. Lee Street, Suite 312, A ssai ria, VA 22314. Tampa, FL 33610 Job Truss Truss Type - r cty - Ply LOT24/2WATERSTONE T19709863 2291572 MG2 JACK 7 1 Job Reference (optional) Mulder , FirstSource (Plant City, FL), Plant Only, FL - 33567, 2x4 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 1711:10:55 2020 Page 1 ID:0CTvNww5NzTBk7Cv2apGNFz1 hIiA-AgouG3u8Ob3Zt7lnBIU5gCq)i6JmXBW W4YAj8za2Rk 3.0-0 scale: 1i Plate Offsets (X,Y)-- [1:04-0,0-04] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0, Plate Grip DOL 1.25 TIC 0.21 Veri 0.02 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.02 3-6 >999 ISO BCLL 0.0 ' Rep Stress Incr NO W B 0.00 Harz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 101b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3--Mechanical Max Horz 1=77(LC 8) Max Uplift 1=-71(LC 8), 2=-79(LC 8), 3=-52(LC 8) Max Gmv 1=207(LC 13), 2=114(LC 13), 3=155(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=5811; eavei Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1, 2, 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 239lb down and 102 lb up at 1-9-1 on bottom chord. The designtseledion of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Concentrated Loads (lb) Vert: 7=-215(F) Joaquin Velez PE Na.88182 MiTek USA, Ina. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33810 Date: March 17,2020 AWARMING -Ver ytlesgnparameersantlREADNOTESONTHISANOINCLUDED MREKREFERANCEPAGEMI4T473.e...labaapl5BEFOREUSE. Design volld for use only with MBeI connectors. This design Is based only upon parameters shown, and is for an Individual building component, not � a truss system. Before use, the building designer must vedly the cppllcabllity of design parameters and properly Incorporate this design into Me overall building design. Bracing indicated is to prevent buckling of individual Men web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse v4m possible personal injury and property damage. For general guidance regarding me fobricoAort storage, delivery, erection and bracing of trusses and truss systems, seeANSUmtI GaWBy Cdledo. DSB419 and SCSI Building Component 6904 Parke East Blvd. Sabty informationovailable from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type 4 , , Oly' Ply LOT 24/2 WATERSTONE T19709864 2291572 MG3 MONO HIP 1 1 Job Reference (optional) Builders RrstSoume (Plant City, FL), Plant City, FL-33567, 3x4 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 17 11:10:56 2020 Page 1 I D:OCTvNww5NzT8k?Cv2apGNFzl hhA.PUMGTPvm9vBOVHs_i0?KMPM6DVdAGbOfJCSjFaza2Rj Scale = 1:10.1 LOADING (psf) SPACING- 2-0-0 CS'. DEFL, in (loc) Wall Ud PLATES GRIP TCLL 20.0. Plate Grip.DOL 1.25 TC 0.22 Vert(L-) 0.02 5.8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.03 5-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.02 Hom(CT) 0.01 3 n1a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 11111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 3=Mechanical, 4=Mechanical Max Harz 1=60(LC 8) Max Uplift 1=-82(LC 8), 3=-12(LC 4), 4=-117(LC 8) Max Grav 1=216(LC 13), 3=15(LC 1), 4=260(LC 13) FORCES. (Ib) - Maz Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. 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=4.2ps4 BCDL=5.Opsf; h=15ft; B--45ft; L=58ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) 1, 3 except (jt=lb) 4=117. 8) Girder carries hip end with 0-0-0 right side setback, 2-2-8 left side setback, and 2-2-8 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30111 down and 13 Ib up at 2-2-8, and 239 Ib down and 102111 up at 1-9-1 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-48(F=6), 5-6=-20, 4-5=-18(F=2) Concentrated Loads (lb) Vert: 5=-19(F) 9=-215(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 ,&WARNING-yerlfydesignPemmefehs.d READ NOTES ON THIS AND INCLUDED MREKREFERANCEPAGE111II-7473rev. 1110,12015BEFOREUSE • Design valid for use only wim MIRIM connectors. This design is based only upon parameters shown, and is for an individual building component, not �1 a hum system. Before use, Me building designer must verify the applicability of design parameters and properly Incorporate t rBtlesign into Me overall building design. Brocing Indicated is to bucWing of Individual truss web and/or chord members only, Additional temporary and bracing MiTek' prevent permanent Is always required for stability and to prevent collapse with possible personal injury and property d omage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and hum systems seeANSVIPII Quality Cmom, DS849 and BC31 Building Component 6904 Palm Earl Blvd. Safety Informationovaiiable from Truss Plate Irutitute. 21B N. Lee Sheet, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type - - it , City Ply LOT24/2WATERSTONE T19709865 P291572 PB1 Valley 6 1 Job Reference (optional) guilders RrstSourae (Plant City, FL), Plant City, FL-33567, 2x4 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 1711:10:57 2020 Page 1 ID:OCTvNww5NzT8k7Cv2apGNFzlhhA-tgweNvOwDJH7CiRAFjWZvdvlCv70720o)(sCHoOza2Ri 3x4 = P1Zl8 Scale = 1:13.1 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psQ SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(L-) n/a - n/a 999 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES W B 0.00 Hall 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 18 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-" oc purims. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 6-8-0. (Ib) - Max Hare 1=-65(LC 8) Max Uplift All uplift 100 to or less atjoint(s) 1, 5 except 2=-148(LC 10), 4=-148(LC 10) Max Gray All reactions 250 Ito or less at joint(s) 1, 5 except 2=292(LC 15), 4=269(LC 16) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsh, h=15ft; B=45ft; L=58tt; eave=7tt; 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) ' This MISS, has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1, 5 except (jt=lb) 2=148, 4=148. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Joaquin Velez PE No.68182 MiTek USA, Inc. FL 16634 6904 Parka East Blvd. Tampa FL 33610 Date: March 17,2020 Q WARNING -Verify design parameters and READ NOTES ON NUS AND INCLUDED MNEK REFERANCE PAGE 667473 rev. 1a032e15 BEFORE USE Design valid for use only Win MITek19 connectors. This design Is based only upon parameters shown, and Is for an Individual budding component, not ��- a truss system. Before use, the building designer must vent' the applicablllly of design parameters and properly Incorporate Ins design Into the overall building tlesign. Bracing indicated is to prevent buckling of hceAdual truss web and/or chord members only. Addltlonoi temporary and permanent bracing MiTek- Is always real for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection antl bracing of la sses and truss systems, seeANSIyTPI I Quo' CdMM, DSB4e and SCSI Buedho component 69M Pars East BNd. Safety Informptbnwalloble from Truss Plate Institute. 218 N. We Street. Suite 312. A mandrlo. VA 22 14. Tampa, FL 33610 Job Truss - Truss Type , , Oty ply LOT 24/2 WATERSTONE T79709866 2291572 PB2 Valley 1 1 Job Reference (Options[) 6ullders RrstSource (Plant City, FL), Plant Oily, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 1711:10:58 2020 Page 1 ID:OCTvNww5NzT8k4Cv2apGNFzlhhA-LsUOu5wOhWS8kaOMpOl oSgSUKJNokVGymWxgKTza2Rh 3x4 = 3x4 = 3x4 = 3x4 = Scale =1:12.8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-" Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.12 BC 0.15 WE 0.00 Matrix-R DEFL, in Vert(LL) n/a Vert(CT) n/a Horz(CT) 0.00 (loc) Vdefl Ud - n/a 999 - Na 999 6 Ida n/a PLATES GRIP MT20 244/190 Weight: 18 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=616=6-8-0, 2=6-8-0, 5=6-8-0 Max Horz 1=-51(LC 8) Max Uplift 1=-83(LC 3), 6=-83(LC 3), 2= 100(LC 10), 5= 1001 10) Max Gray 1=6(LC 7). 2=305(LC 15), 5=286(LC 16) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-192/296, 3-4=-150/298, 4-5=-192/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151 B=45tt; L=58tt; eave=7tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (direclionaq 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) Provide adequate drainage to prevent water pending. 4) Gable requires continuous bottom chord.beafing. 5) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 6 except (jt=lb) 2=100, 5=100. 8) Beveled plate or shim required to provide full bearing suriace with truss chord at joini(s) 2, 5. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500m. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 O WARNING -Verity Oeslgn parameters and BEAD NOTES ON TNISANO INCLUDED M1lEKBEFEFANCEPAGE MIP74M as, 10,004rol5BEFOHEUSE Design valid for use only with Mlrek® connectors. This design is based only upon parameters shown, and Is for on individual building component, not ��- a truss system. Before use: the building designer must verify Me applicability of design parameters and properly Incorporate Hills design Into the overall building design. Bracing Indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek' b always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and huss systems, seeANSW911 QuaW Criteria, OS0419 and SCSI Building Component 69M Parke East Blvd. Safety Informctlemvoilable from Truss Pate Instii 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314. Tamps. FL 33610 Job Trussype 1 City Ply LOT 24/2 WATERSTONET797098fi7 TP133 2291572 Valley 7 1 Job Reference (optional) Builders FirldSoume (Plant City, FL), Plant City, FL- 33567. ennrr� 3.4 = 3x4 = 8.240 a Mar 9 2020 MiTek Industries, Inc. Tue Mar 17 11:10:59 ID:OCTvNww5NzT8k?Cv2apGNFz1 hhA-p22P5Rxf5ga_MkbYNBY1_2 dkjikTyW51 ax4 = 3x4 = Scale = 1:12.8 F Plate Offsets (X Y)-- [3:0-2-0 0-2-B1 [4:0-2-0 0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) life - Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vart(CT) life - life 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 6 rda Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 18111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=6-8-0, 6=6-8-0, 2=6-8-0 Max Holz 1=-37(LC 8) Max Uplift 1=-90(LC 3), 6=-94(LC 10), 2=-114(LC 10) Max Gmv 1=6(LC 7), 6=191(LC 1), 2=324(LC 15) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-330/475, 3-4=-298/457, 4-5= 317/462 BOT CHORD 2-5=-366/298 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 9-6-4 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ff; 6=45ft; L=58tt; eave=7fi; 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 3) Provide adequate drainage to prevent water pending. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load noncancurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) 1, 6 except (jt=1b) 2=114. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. Joaquin Velez PE No.68182 MiTek USA, Ina FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 Q WARNING -Ver11ydeargn RarametersanOREAO NOTES ON THIS AND MCLUDEDMREKREFERANCEPAGEMIP7479mv. 1N111,I015BEFOREUSE Design valid for use only with MRek® connectors, lhls design Is based only upon parameters shown, and Is for an individual building component, not a fruits system. Before use. the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage, delivery. erection and bracing of trusses and truss systems, seeAN51/IPtt Quality Cdai DSB49 and BCSI Ill Component 6904 Parke East Blvd. Safety Informatiortavoilable from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Jab - Truss Type , r OtY Ply LOT 24/2 WATERSTONET19709868 3ouls: 2291572 Valley 7 7 Job Reference (optional) guilders FrslSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 1711:11:00 2020 Page 1 ID:gwmsGAml V2MgVL4ci6yHhyxoai-IFcnJmyHDBir_uAlxr4GXFXn974wCO1FDgWLza2Rf 4x6 = Scale = 1:14.6 ib 4 2x4 2x4 11 2x4 0-p-B 7-11.0 7-10-B LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) Na - Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) Na - Na 999 BCLL 0.0 Rep Stress Incr YES IN 0.07 Horz(CT) 0.00 3 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 25 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-10-0, 3=7-10-0, 4=7-10-0 Max Horz 1=72(LC 9) Max Uplift 1=79(LC 10), 3= 79(LC 10), 4=-77(LC 10) Max Grav 1=125(LC 15), 3=135(LC 16), 4=245(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph;7CDL=4.2psf; BCDL=5.Opsf; h=l5ft; B=45ft; L=5Bft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extefior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 1, 3, 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6034 6904 Parke East Blvd, Tampa FL 33610 Date: March 17,2020 O WARNING -Verify design panunefers and READ NOTES ON THIS AND INCLUDED MfTEKREFERANCE PAGE MB-74T3ree. 10,,032015 BEFORE USE. Design valid for use only with MOek®connectors. This design abased only upon parameters shown and Is for on Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual hum web and/or Chord members only. Additional temporary and permanent bracing MiTek' a always required for stability and to prevent collapse with possible personal injury and property damage. For general guldonce regarding the fobncatio4 storage, delivery, erection and bracing of trusses and truss systems seeANSVIPII Qual"ryTy Crtlula.DSB49 and BCBI Balding Component 6904 Palle East BNd. Safely Informallon rvalloble from Truss Plate Institute, 218 N. Lee Sheet. Suite 312, Alexanddo. VA 22314. Tampa, FL 33610 Job Truss Truss Type ar r Oly Ply LOT2412WATERSTONE T79709869 2291572 V02 Valley 1 1 Job Reference (optional) asunaers rlhnJDurce triam any, I-L{, clam snty, eL- aabbr, 8.24U s Mar H 2OZU Mu ex Indusrnes, Inc. I ue Mar l y 11:11:00 202U Page 1 'e G d 2x4 i a 3x4 = 2x4 1 Scale =1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 10 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-10-0,3=3-10-0 Max Harz 1=29(LC 9) Max Uplift 1=-47(LC 10), 3=-47(LC 10) Max Grav 1=98(LC 1), 3=98(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsh h=15tt; B=45f ; L=58ft; eave :7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedar(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber D0L=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Joaquin Velez PE Ni MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 3361D Date: March 17,2020 O WARNWG- Verily designper4nietemand NEAO NOTES ON THLSANOWCLUOEOMNKNEFEBANCEPAGEMIN4Mmre.. 1a1XV2015BEFOHEUSE Design valid for use only with MIIeA® conneCtors. this design Is based only upon parameters shown. and Is for an ImilMdual building component, not a truss system. Before use. Me building designer must verify the applicability of design parameters and properly Incorporate Me design Into Me overall building design, Bracing Indicated is to prevent bucking of me Mdual truss web and/or chord members only. Additional temporary and permanent bracing Welk' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and Ines systems, seeANSViPll Quality Cited% DSO-89 and BCSI Buldbp Component 6904 Parke East Blvd. Safety Informallonovollable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314, Tampa, FL 33610 Truss Truss Type , I r I]ty Ply LOT 242WATERSTONE F22-972 �Vlvloi T79709870 Valley 1 1 Job Reference (optional) wunuum nmrauuue lrrmn ceiry, r111 M.11 wy, rc- uuaoq e.29u 5 mar a Zulu MI I eK Inausur es. Inc. I lie Mar 1 r 1l n t:ut Zu2G 20 II 3 5 4 2x4 i 21 II 2x4 II LOADING (PSI SPACING- 2-0-0 CSI. 'EFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC0.37 Vert(LL) Na - Na 999 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) Na - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0:15 Hom(CT) 0.00 4 n/a Na BCOL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-5-8, 4=7-5-8, 5=7-5-8 Max Horz 1=227(LC 7) Max Uplift 1=-16(LC 8), 4=-77(LC 7). 5— 217(LC 10) Max Gmv 1=79(LC 16), 4=158(LC 15), 5=388(LC 15) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-299/515 Scale = 1:22.9 PLATES GRIP MT20 244/190 Weight: 29111 FT = 20% Structural Wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.OpsY h=15ft; B=45ft; L=58ft; eave=7ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Ex(erior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.01 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 4 except Qt=lb) 5=217. Joaquin Velez PE No.68182 fAlTek USA, Ina FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 Q WARNING - Vdryda.19. Reasoner. end READ NOTES ON MIS AND INCLUDED MITEK REFERANCE PAGE Ma-74la ree faNa2015 BEFORE USE. Design valid for use only with MRek® connectors. This design B based only upon parameters shown, and Is for an individual balding component, not a truss system. Before use, the building designer must verify me opplicabllily of design parameters and properly Incorporate MIS design Into the overall building design. Brecing lnalcoted b to prevent buckling of Individual laws web and/or chord members only. Additional temporary and permanent bracing Is always required for stablllty, and to prevent collapse with possible personal Injury and property damage. For general guldens regarding the tobi cation, storage, dellvery, erection and bracing of frusses and truss systems. sewurri 1Pit GuaBtr CBNde, DSB49 and ICSI building component Safety Informationovolloble from Tnrss Rate Institute, 218 N. Lee Street. Sure 312, Alexondrla, VA 22314. M!Tek' 69M Parke East BIWL Tampa, FL 33610 Job Truss Truss Type - 4 r, F t Cry Ply LOT 24/2 WATERSTONE T79709871 2291572 MM02 Valley 7 1 Job Reference (optional) l�,anr. 4, FL, 1„u IL IR', 11-44aof, tl24u s Mar a 2U2U MI I eK IndusIDes, Ina. I ue Mar 17 11:11:02 2020 Page 1 I D:gwmsGAml V2MgVL4ci6—pHhyxoai-Edj%kSz%IIyZDCK72G6kcgc02wjggJFYh8v2TEza2Rd zxa II 2 3 2x4 % 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC O.65 Vert(LL) n/a - We 999 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) n/a - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hoa(CT) 0.00 3 FVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=5-5-8, 3=5-5-8 Mac Horz 1=160(LC7) Max Uplift 1=-77(LC 10), 3— 89(LC 7) Max Gray, 1=179(LC 15), 3=210(LC 15) FORCES. (lb) -Max Comp./Max Ten. -All forces 250 (Ib) or less except when shown Scale =1:17.2 PLATES GRIP MT20 2441190 Weight: 19 lb FT=20% Structural wood sheathing directly applied or 5-6-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=151t; B=45ft; L=58tt; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; end vertical left and Fight exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber D0L--1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Joaquin Velez PE No.60182 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 AWARNING- VerilydesignpaarmeferaendREAGNGrESGNTN/SANG/NCLUGEGMREKREFERANCEPAGEM6)4m3 v.1gauzalsBEFGREUSE Design valid for use only with MneM connectors. This design Is based only upon parameters shown. and Is for an individual building component, not o truss system. Before use. Me building designer must verity the oppllcoblllN of design parameters and properly Incorporate ma design Into Me overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablley and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage. dellvery. erection and bracing of trusses and truss systems, sesANSVrPh Cupms. CINOW. DSB49 end BCSI Building Component 69U Parke East Blvd. Safety Infombllonavollable from Truss Plate Institute, 218 NLee sheet, Suite 312. Nexondrlo. VA 22314. Tampa, FL 33610 Job Truss Truss Type ! ., 1 r Ply LOT242WATERSTONET79709872 2291572 VM03 Valley rOty 1 Job Reference (optional) eunaers-mabource (clam cny, rL1, ream cny, rL- dpbo/, a b24U s Mar a ZUZU MI I eK Inauslnes, Inc. I us Mar l / 11:11:U2 ZUZU rage I ID:gwmsGAmIV2MgVL4ci6-pHhyxoal-EdjXkSzYJIyZDCK72G6kcgc74wmggJFYh8v2TEza2Rd 2x4 � 2x4 II 2 3 Scale = 1:11.6 LOADING (psf) SPACING- 2-" Cat. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(L-) Na - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 121b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=3-5-8, 3=3-5-8 Max Hom 1=92(LC7) Max Uplift 1=-45(LC 10), 3=-51(LC 7) Max Gmv 1=103(LC 15), 3=121(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-6-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=S.Opsh h=15ft; B=45ft; L=58ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chard beating. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Joaquin Velez PE No.68182 MfTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 O WARNING -Verify design parameters antl READ NOTES ON THIS AND INCLUDED MIIEKREFERANCEPAGEMIFlo" rev. 111,03¢OIsaEFORE USE Design valid for use only with Wadi) connectors. Ibis design Is based only upon parameters shown, and Is for an Individual building component, not ��- a Muss system. Before use, the building designer must verity, Me applicability of design parameters end properly Incorporate this design Into Me overall building design. Bracing Indicated is to buckling of lncMdual Muss web and/or Chord members only. Ad rionol temporary and permanent bracing MiTek' prevent Is always required for stabllity and to prevent collapse wIM possible personal Injury and property damage. For general guldance regarding Me fabricafloR storage, delivery, erection and bracing of trusses and Muss systems. McANSVrP11 duality CMeda. D36-419 and BCSI Bull Component 69" Parke Best Blvd. Safety mfarmatbMooilable from Truss Nate Institute. 218 N. We Street Suite 312, Alexandlo. VA 22314. Tampa. FL 33610 Job Truss Truss Type � ., ns,e OfY Ply=24t2WATERSTONET19709873 2291572 VM04 Valley 1 aurae.. rrr.raee..lrrarr ..err, r" 11.IL .uy,r.- ,i 0 2x4 i 0.zau s mar a zvm I. eK madames, me. I ue mar 11 11:11: W eueu rage T ID:gwmsGAmIV2MgVL4u6-pHhyxoa-igHvxo_9W34DrLvKc dz9u9LgK6FPmVhwofb7gza2Rc 6.00 12 2 3 Scale =1:6.5 LOADING (psQ SPACING- 2-0-0 091. DEFL in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress )nor YES WB 0.00 Horz(CT) -0.00 2 n1a rda BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 4lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-5-8, 2=1-5-8, 3=1-5-8 Max Horz 1=24(LC 10) Max Uplift 1=-9(LC 10), 2=-26(LC 10) Max Grav 1=34(LC 15), 2=29(LC 15), 3=17(LC 3) FORCES. (III) - Max. CompJMa s. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; fill B=4511; L=58ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; end vertical left and right exposed;C-G for members and forces & MWFRS for reactions shown; Lumber D0L--1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSVTP11 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)1, 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 17,2020 O WARNING -Verity design pelemefen end READ NOTES ON This AND INCLUDED M/TEK REFERANCE PAGE MIF74T3 rev. 1111,11301115 BEFORE USE Design valid for use only with Mrelds connectors. Mrs design Is based only upon parameters shown. and Is for on Individual building component, not a truss system. Before use, me building designer must verity the applicability of design parameters and properly Incorporate Me design Into me overall building design. Bracing lnd]Cated is to prevent buckling of individual fuss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stealthy and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fobricaton, storage. delivery, erection and bracing of husses and Inds systems. seeANSVIPII Goaldy Criteria. DSB49 and SCSI Building Component real Paha East Blvd. Sabfy Information ovallable from Truss Plate Institute. 218 N. Lee Sheet, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 13 /4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 171, For 4 x 2 orientation, locate plates 0-1ne from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. 'Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension Is the plate width measured perpendicular 4 X 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text In the bracing section of the output. Use T or I bracing If Indicated. BEARING Indicates location where bearings (supports) occur, Icons vary but 4e� reaction section Indicates joint number where bearings occur. Mln size shown is for crushing only. bffd Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 I dimensions shown in sixteenths scale) III (Drawings not to scale) 1 2 3 TOP CHORDS 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 NUMBERS/LETTERS. 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 ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at Joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber Is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12, Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided at spacing Indicated on design: 14, Bottom chords require lateral bracing at 10 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 after truss member or plate without prior approval of an engineer. 17, Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20, Design assumes manufacture In accordance with. ANSI/TPI 1 Quality Criteria.