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MiTek® RE: M11323 M11323 Site Information: Customer: WYNNNE DEVELOPEMENT CORP Project Name: M11323 Lot/Block: Model: M11323 Address: N/A City: PORT ST LUCIE Subdivision: State: FL ' MITek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610.4115 General Truss Engineering Criteria & Design Loads (Individual Truss Design. Drawings Show Special Loading Conditions):, Design Code: FBC2017[TPI2014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date C®p 1 T16686477 a 4/3/2019 r f'k 2 T16686478 a5 4/3/2019 SEVIE�E 79 a6 4/3/2019 4 T166864a7 4/3/2019 (yC`: a 0G�PLiANCE �f9 5 T16686481 a8 4/3/2019 S-f. l; UCIE COUNTY 6 T16686482 a9 4/3/2019 7 T16686483 gra 4/3/2019 530CC 8 T16686484 grb 4/3/2019 9 T16686485 j2 4/3/2019 10 T16686486 j4 4/3/2019 11 T16686487 j6 4/3/2019 12 T16686488 j8 4/3/2019 13 T16686489 kj8 4/3/2019 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference' purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIIrPI 1, Chapter 2. `�}lunupljl KyER P. ��CEIVSF % /No 22839 'Cr STATE OF _ r9/ - 1111111111t," Walter P. Finn PE Nd.22839 MITek USA, Inc, R. Cert 6634. 6984 Parke East Blvd. Tampa FL 33610 April 03, 2019 1 of 1 Finn, Walter Joh Truss Truss Type Dry Ply M11323 T76686477 M11323 A COMMON 9 1 ' Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:14:09 2019 Page 1 ID:a3B4PavKnnZweXyJckSFBgyuFUN-kOkXHQZWOZ07DxoyUSuMQA71TK6PpgxhvzgOggzUSgy 27-0-0-32 -13 -0-0-0 fi73 i 5-0 477-3 47-3 5-963-47-0-1-03 35-0-0 -0-0 4.00 12 45 = 27 Scale=1:57.8 7 � I� 17 '" 15 "" "' 14 '" 12 3x6 2x3 II 06 3x8 = 3x8 = 4x6 2.3 II 3x6 = 6-7-13 12,4 13 21-7-3 271-3 34-0-0 6-7-13 5-9-0 9-2-7 SA-0 6-7-73 Plate Offsets (X Y)— [2:0-0-2 Edge]110:0-0-2 Edge? LOADING (pi SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(L-) 0.32 14-15 -999 360 li 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.6114-15• >670 240 BCLL 0.0 Rep Stress Incr YES WB 0.65 HoR(CT) 0.12 10 Na , Na BCDL 10.0 Code FBC2017/iPI2014 Matrix -MS Weight: 163 lb FT=0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1362/0-8-0, 10=1362/0-8-0 Max Harz 2=-179(LC 8) Max Uplift 2=-832(LC 10), 10=.832(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-11-7 oc bracing. FORCES. (lb) -Max. CompJMax.Ten. - All forces 250(lb) or less except when shown. TOP CHORD 2-3=-3419/2395, 3-5=2771/2031, 5-0=-2770/2152, 6-7=-2770/2152, 7-9=-2771/2031, 9-10=-0419/2395 BOT CHORD 2-17=-2132/3213,15-17=2132/3213,14-15=1269/2000, 12-14=2132/3213, 10-12=-2132/3213 WEBS 6-14=-635/983, 7-14=-313/362, 9-14=689/499,6-15=-635/983,5-15=-313/362, 3-15=-689/499 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=14ft; B=52R; L=34N; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 13-7-3, Extedor(2) 13-7-3 to 204-13, Interior(1) 20-4-13 to 31-7-3, Exterlor(2) 31-7-3 to 35-0-0zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.6D 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 3-8-0 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 100111 uplift at joints) except (jt=1b) 2=832, 10=832. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 471b up at 15-0-0, and 501b down and 471b up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert 1-6=-54, 6-11=-54, 18-21=-20 Concentrated Loads (Ib) Vert 26=-50(F) 27=-50(F) Walter P. Finn PE No.23635 MiTek USA; Inc. FL Cori 8834: fri Parke East Blvd. Tampa FL 33616 Date: April 3,2019 AWARki werl/ydoolgn parometens aedREADNOTES ON MIS AND rNCLUDW MN£KREFERENCE PAGE 1,1II.7473res, 10111 2015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Indh4clual building component, not ��- a boas system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulldingdesign. Bracing Indicated is to prevent buckling of Individual truss web andlorchord members only. Additional temporary and permanent bracing MiTek' Is choose required! for scatter and he prevent collapsewitb possible personal Injury and property carnage. Forgeneralguldanceregardhgthe fabrication. storage, delivery, erection antl bacing of bosses and buss systems, see AN51/IP/f Quallty Claude, Di aad SCSI Building Component 6904 Perks East BIM. Safetylnlormalion available from Truss Plate Institute.218 N. Lea Street Suite 312. Associate. VA 22314. Tampa, FL 36610 Job Truss Truss Type Ory Ply T16689478 M11323 AS SPECIAL 9 1 �M11311 Job Reference (optional) Chambers Truss, Inc.. Fort Pierce, FL 8.240 s Dec 6 2018 M7ek Industries, Inc. Wed Apr 3 10:14:10 2019 5x8 MT18HS II 4.00 12 Scale=1:59.8 13 12 5x12 = 2x3 II axis = 302 = 2.00 12 Plate Offsets (X,Y)— [2:0-1-15,Edge]. f4:0-3-0,Edge1, ry0:0-0-6,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (fee) I/de8 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.85 Vert(LL) 0.76 14 >539 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.18 13-14 >344 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Hori 0.36 10 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 155 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3'Except' 6-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1312/0-8-0,10=131210-8-0 Max Hoe 2=-179(LC 8) Max Uplift 2=803(LC 10). 10=-803(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purling. BOT CHORD Rigid ceiling directly applied or 3-9-12 oc bracing. WEBS IRow at midpt 6-14 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=552913776, 3-5=-5164/3538, 5-6=-5209/3667, 6-7=-2424/1902, 7-9=-2462/1813, 9-10=3195/2210 BOT CHORD 2-14=3466/5266, 13-14=-1305/2115, 12-13=-1948/2995, 10-12=-1948/2995 WEBS 3-14=-355/314,5-14=-293/354, 6-14=-2175/3326, 6-13=-279/534, 7-13=-237/277, 9-13=786/560, 9-12=0/269 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=14tt; B=52tt; L=34B; eave=6fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-M to 2-0-13, Intedor(1) 24-13 to 13-73, Extedor(2) 13-73 to 20-64, Interior(1) 20-64 to 31-7-3. Extedor(2) 31-7-3 to 35-0-0 zone;C-C for members and forms & MW FRS for reactors shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/I-PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=803,10=803. Waller P. Finn PE No., 22839 Miiak It SA, Inc. FL CaR 6634 I6304 Parke East Blvd. Tampa FL 33810 Dale: April 3,2019 AWARNING-Vend, design parameters and READ NOTES ON MIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev. resistant BEFORE USE Design valid for use only wlN Mnek®connectors. This design is based only upon parameters show, and is for an individual building component, not e truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate Nis design Into the overall bulldingdesign. Bracing indicated late prevent buckling oflndMdualtrusswebanNorchordmembers only, Additional temporary and permanent bracing MiTek' Is ai mqulmd for stebirylld"i to prevent collapse With possible personal injury and property damage. For general guidance regarding the fabrication,truss cyst Sulleee AlexanANSAPlll Ouuality Curci DSB-B9 and Best Building Companeif ntion deva aEleframin and dPalai In tinof kleses and 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Cry Ply • T76686479 M11323 A6 SPECIAL 1 1 �M11323 ' Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL B.Z41.1 a Uee a ZU16 Mr IeK industries, Inc. vyea Apr a 1u:19:11 4v iv t �1 4.00 12 2.00 12 6x10 MT18HS = 5x6 = 5.6 = 2x3 II 3.6 = 10r4 15-0-0' i6-0 204.8 2%11-15 34-0-0 lord 4r-12 -0-0 44-8 5aa 8-0-1 Scale=1:61.9 Plate Offsets (X Y)— 12:0-1-15 Edger 13V-3-0Edge] [5:0-5-0 0-1-13] (7:0-2-7 Edge] 19:0-0-0 Ed el LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.69 14 >590 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.92 14-17 >443 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.34 9 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1571b FT=0 LUMBER - TOP CHORD 2x4 SP M 30 -Except' 3-5,6-7: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1312/0-8-0, 9=1312/0-8-0 Max Ho¢ 2=-169(LC 8) Max Uplift 2=-803(LC 10), 9=-803(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purims. BOT CHORD Rigid ceiling dimc8y applied or 2-2-0 oc bracing. FORCES. Ile) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-5491/3336, 4-5=-5095/3071, 5-6=-2314/1551, 6-8=-2398/1533, 8-9=-3199/1981 BOT CHORD 2-14=-3040/5224, 13-14=-1195/2361, 12-13=-1123/2199, 11-12=-1731/3001, 9-11=-1731/3001 WEBS 4-14=-492/513,5-14=-1707/2959,5-13=-405/196,6-13=-179/522, 8-12=-893/660, 8-11=0/303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II;, Exp C; Encl., GCpi=0.18; MWFRS (directional) and. C-C Exterior(2) -1-0-0 to 24-13, Interior(1) 2-4-13 to 31-7-3, Extedor(2) 31-7-3 to 35-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water policing. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=803, 9=803. Walter P. Finn PE-No.22839. MITek USA;)nc. FLCarI8634, !6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2019 AwARN/NG- Verily, posted parameters antl READ NOTES ON This AND INCLUDED M?EK REFERENCE PAGE MII-T4l3 rev. 10103*015 BEMIRE USE Design valid for use only with ldilrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- ebuss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate Mle design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing M!Tek• Is always required for stability and to prevent collapsewith possible personal injury and property damage. For general guidance regarding the fabrication,storage, delivery, erection and bracing of tresses and Was systems. see ANSITTPIf Duality creeds,DSB-89 and BCS/ Building Component 6904 Pella East BNd. SaferylnfonneNon available from Truss Plate Inentute, 218 N. Lee Street Suite 312, Alexandrla, VA 22314. Tampa, FL 36610 Job Truss Truss Type Cry Ply 716686480 M11323 A7 SPECIAL 1 i �M11323 ' Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MITek Industries, Inc. Wed Apr 3 10:14:12 2019 Page 1 • ID:WSJgpGwalPpeur6hk9UjG5yuFUL-9zQfwRcOJUma4PXW9bR31odjxX3396w7bxugQ?zUSgv - I 1411 2134-0-0 35-0{ 5-16 8-0-1 -0-0-0-0087100100 fi-0-0 5 Scale=1:60.8 5x8 = 5x6 = 5x12 = 2.3 II 3x6 = 3M2 = 2.00 12 70£� 14-0-0 20-0$ 25-11-15 34-0-0 10-6-0 3-5-12 6�-8 5-7-7 8-0-t Plate Offsets (X Y)-- [2:0-1-15 Edoel [4:0-4-00-2-31 [7:0-0-2 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.66 11 >616 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.10 10-11 >369 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress lncr YES WB 0.95 Horn(CT) 0.34 7 in/at n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -MS Weight: 147 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except' 4-11: 2x4 SP M30 REACTIONS. fib/size) 2=1312/0-8-0, 7=1312/0-8-0 Max Horz 2=-149(LC 8) Max Uplift 2=-803(LC 10), 7=-803(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. GOT CHORD Rigid ceiling directly applied or 4-0-2 ac bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5484/3370,3-4=-5116/3126,4-5=-2229/1544,5-6=-2448/1599, 6-7=-3169/1993 BOT CHORD 2-11=-0071/5219, 10-11=-1590/2874, 9-10=-1738/2968, 7-9=-1738/2968 WEBS 3-11=4191443, 4-11=-1466/2647,4-10=-812/448, 5-10=-205/487, 6-10=485/575, 6-9=0/272 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=1M1ft; 3=5211; L=34ft; eave=6ft; Cal. II; Eap C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Intedor(1) 2-4-13'to 31-7.3, Exterior(2) 31-7-3 to 35-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed fora 10.0 Pat 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) Bearing at joints) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at=lb) 2=803, 7=803. Walter P. Finn PE No.22839 MlTok USA, Inc. FL Cad 0034 !8904 Parke East Blvd. Tampa FL 33610 Data:. April 3,2019 ® WARNING -Vanfy design paromerereald READ NOTES ON. THIS AND INCLUDED 49TEK REFERENCE PAGEM11-7473 rev. i0'nate BEFORE USE. Design valid for use only withh irlke, connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��' a Was system. Before use, the bullEing designer must verify to applicability of design parameters and papery incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of lndiadual truss web andlor chard membere only. Addihbnal temporary and permanent bracing MiTeK Is etwaya required for stabilityaod In prevent collapse with possible personal Injury and pmpeM damage, For general guidance regarding the fabrication, manage,delivery, erection and bracing of trusses and Was systems, see AN5/7TPIf Oualdy, Clfiedd,DSB-89 and BCS1 Bullding Component 6904 Parke East Blvd. Safety Informaf/on available fmm Truss Plate Institute, 218 N. Lee Street, Sulte 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Dry Ply ' T76686481 M11323 AB SPECIAL 1 1 �M11323 ' Job Reference (optional) Chambers Tmss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MITek Industries, Inc. Wed Apr 3 10:14:13 2019 Page 1 ID:WSJgpGwalPpeur6hk9U)G5yuFUL-09 27ndO4ovRi26lllylaOAuPxPJIGHGgbeEzSzUSgu ii-0-0 8-8-0 I 12-0-0 15.8-0 20-0-8 22-0-0 24A-12 34-0-0 5-0- -0-0 8-84 3-3-12 3-84 4A-0 1-7-8 2-8-12 9-3A -0-0 3x12 4.D0 12 2.00 12 Sx6 = 30 = 4 21 5 2x3 II 5.8 = 6 22 7 z 12 11 &12 = 3x4 = Scale=1:60.6 u DIin h d 45 = Plate Offsets (X Y)-- [2:0-1-15 Edge] 17:0-5-8 0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ndetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.78 Vert(L-) 0.65 12-13 >624 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.0812-13 >379 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WS 0.69 Horz(CT) 0.33 9 me Na BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 15416 FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 3-11-11 oc bracing. REACTIONS. (Ib/size) 2=1312/0-8-0, 9=1312/0-8-0 Max Horz 2=-129(LC 8) Max Uplift 2=-803(LC 10), 9=-803(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5488/3444, 3-0=-5117/3183, 4-5=-3911/2497, 5-6=2576/1770, 6-7=-2586/1779, 7-8=2663/1762, 8-9=3021/1971 BOT CHORD 2-13=3143/5224, 12-13=-1956/3292, 11-12=-136912481, 9.11=-1705/2827 WEBS 3-13=-396/420, 4-13=-1028/1721, 5-13=-300/797, 5-12=-894/601, 6-12=-265/263, 7-12=-294/391, 7-11=-374/691, 8-11=-535/502 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.OpsP. h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) A-M to 2-4-13, Inledor(1) 2-4-13 to 31-73, Extedor(2) 31-7-3 to 35-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSNTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=803, 9=803. Walter P. Finn PE No.22939 MiTek USA; Inc. FL Calf 0634 I9904 Parka East Blvd. Tempe FL 33610 Data:. April 3,2019 ,&WARNING-Vedlydes/gnpammelaraandREAD NOTES ONThUSANDIMLUDED MREKREFE1?ENCEPAGEMU-74T3rev. ler03/2015BEFORE USE Design valid for use oNy with MiTekse 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 Me appllceblllty of design parameters and property Incorporate Mis design Into the overall building design. Bracing Indicated is to prevent bucWIM of Individual truss web andlor Chad members only. Ad Clonal temporary and permanent trading MiTek' Is aMays ryubed for stability and to prevent collapse with possible personal injury and propeM damage. For general guidance regading the fabdcallon, storage, del.ry� emdoon and bracing of muses and truss systems, see ANSIRPII Cement, Cdfeda, DSB�99 and BCS1 Building Camponem 6904 Parke East Bbd. SalelylnlwmNion avallable from Truss Plate Mature, 218 N. Lee Sel 1, Suite 312. Alexandra, VA22314. Tampa. FL 36610 Job Truss Tmss Type Ply M71323 T16fi8fi482 M11323 A9 HIP �Qty 1 1 ' JobReference (optional) Chambers Tmss, Inc., Fort Pierce, FL 8.241LI5 UEa p zuIB Mlles Industries. Inc. Wed Apr a lu:l4:14 zula 4x4 = 4.00 [12 3x4 = 2.3 II 4x8 = Sale=1:58.6 3.5 = US = 3x6 = Side = 3.6 = 3x4 = 3x5 Plate Offsets (X Y)— f2:0-0-14 Edged [l:0-5-4 0-2-0]19:0-3-14 0-1-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Ndeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(L-) -0.18 11-21 >917 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.3811-21 >432 240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.02 13 Na Na BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 156 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=663/0-8-0, 9=346/0-8-0,13=1616/0-8-0 Max Horz 2=109(LC 9) Max Uplift 2=430(LC 10). 9=249(1-C 10), 13=928(1-C 10) Max Grav 2=685(LC 19), 9=386(LC 20), 13=1616(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or5-11-9 oc pudjns. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=-1275/1025, 3-4=913t708, 4-5=829f105, 5-6=565/807, 6-7=-565/807, 7-8=104/278, 8-9=-3411235 BOT CHORD 2-15=-836/1187, 13-15=-34/309, 11-13=-256/348, 9-11=124/304 WEBS 315=-425/501, 5-15=-444/665, 5-13=-1215/1079,6-13=-264/300, 7-11=-255/396, 8-11=-461/521, 7-13=-837i703 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Intedor(1) 2-4-13 to 5-2-5, Exterjor(2) 5-25 to 14-9-11, Intedor(1) 14.9-11 to 19-25, Exterior(2) 19-2.5 to 28-9-11, 1ntedor(1) 28-9-11 to 31-7-3, Exterior(2) 31-7-3 to 35-0.0 zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provideadequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pet bottom chord live load nonconcurent with any other live loads. 5) • This truss has been designed for alive load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at --lb) 2=430,9=249,13=928. Walter P. Finn PE No.32838 MiTek USA; Inc. FL Cali SSU 16904 Parka East Bid Tampa FL 33610 Data: April 3,2019 ,AWARNING . VeAy daslgn paramelors and READ NOTES ON THIS AND INCLUDED MWEI(REFERENCE PAGE 114IId03 rex. 10VOW015 BEFORE USE Design valid for use only with MiTeke connections. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the ovall building design. Bracing indicated is to prevent bucklingoflndividual truss web anchor chord members only.Additional temporary and permanent baring MiTek' is always required for stability and to prevent collapsewitb possible personal injury and pmperty damage. Forgeneralguldanangardirgthe fabrication, storage, delivery. erection ark bracing of trusses and truss stations, see ANSI`rP110ualiW GNerkh DSBA9 and BCSI BUIIdrng Component 6904 Parke East Blvd. Safetylnfonesedi n available from Truss Plate lns6lvte. 218 N. Lee Street Suite 312, Alexandre, VA 22314, Temps FL 36610 Job Truss Truss Type Cry Ply �1011313 T16686483 M11323 GRA HIP 1 1 Job Reference (optimal Chambers Truss, Inc., Fort Pierce, FL 8.240 a Dec 6 2018 MITek Industries, Inc. Wed Apr 3 10:14:15 2019 4x4 = 11 14 Scale =1:60.6 3x5 = 3x6 II 3x6 = 6x8 = 3.6 = 6x8 = 4x4 = 6.8 = 8-0-01846-026-0-0 MIN-18-0-0 I 3-1-1 7-0-15 7-0-0 + 8-0-0 t Plate Offsets KY)— 12:0-2-2,Edge1.13:0-3-8,Edgej,.j21:03-8,Edgel, (24:0-3-8,0-3-01, f27:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vart(LL) 0.20 24-35 >914 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vart(DT) -0.24 29-32 >552 240 BCLL 0.0 ' Rep Stress lncr NO WB 0.98 Horz(CT) 0.02 22 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight 194lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc pur ins. BOT CHORD 2x4 SP M 30 Except: WEBS 2x4 SP No.3 1 Row at midpt 8-21 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14 REACTIONS. All bearings 0-8-0. (Ib) - Max Horz 2=-179(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-351(LC 8), 27=-1168(LC 8), 26=-1495(LC 8). 22=-625(LC 8) Max Grav All reactions 250 lb or less atjoint(s) except 2=487(LC 17), 27=2232(LC 13). 26=2929(LC 14). 22=984(LC 14) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-621/387, 3-5=-304/838, 5-7=-588/1209, 7-8=-588/1209, 8-12=-588/1209, 12-13=-58811209,13-15=-588/1209,15-16=588/1209,16-18=-588/1209, 18-20=2230/1280, 20-21=2230/1280, 21-22=-2271/1263, 6-9=-126/305, gAl=-106/363, 11-14=-193/412, 14-17=-94/271, 19-21=-143/272 BOT CHORD 2-29=-247/677, 27-29=-189/540, 26-27=-779/446, 24-26=-411/653, 22-24=-1083/2108 WEBS 3-29=-500/1176, 3-27=1766/911. 5-27=-748/622, 5-26=546/351, 13-26=-946/617, 18-26=-2412/1474, 18-24=-846/1780, 21-24=-35/351, 4-5=-608/514, 19-20=-335/305, 14-15=-556/407, 11-12=-254/54 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.0psf; h=14ft; 8=5211; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift at joint 2, 1168 lb uplift at joint 27. 1495 to uplift at joint 26 and 626 Ib uplift at joint 22. 8) Girder carries hip end with 8-M end setback. 9) Graphical pur in representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 9671b down and 461 lb up at Walter P. Finn PE No.22619 26-0-0, and 96716 down and 461 It, up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the MiTok LIS"ne. FL gad 6634 '6904 Parks East Blvd. Tampa FL 33610 responsibility of others. Date: 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). April 3,2019 ®WARMNG-V.fydeslgnpammorersandREADNOTESON.TN/SANDIN UDEDINTFKREfFR EPAGEMP.7V3rev. 1d=h1f5BEFORll Design valid for use only with MRek® a nnectore. This design Is based only upon parameters shown, and Is for an Intll4dual building component, not a Wss system. Bebre usa.0e building designer must verify the epplicablliryof design parameters and propery Incorporate Nb design into the overell buildingdeogn. Beloingindicated6lopreventbucldmofinGWtlualtrusswebanNorchordmembersonly. Admutonittempomryandpermanentbrddng MiTek' balways required for steady and ro prevent collapse war feasible personal Injury end property damage. For general guidance regarding the lebrcaaon, stprege, deliveryry moctlon end bradng of busses end Was systems, see . ANSI/rPlf Duality Cr4erla, OSB-69 and BC51 Building Component Sarerylnformarlan from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandre. VA 22314. 6904 Parke East Blvtl. avallabIs Tampa, FL 36610 Jab Truss Truss Type MY Ply M77323 T16686483 M11323 GRA HIP 1 1 Job Reference (optical Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:14:15 2019 Page 2 I D:_etClcaC3izW?hulsPypJyuFUK-Z%6oYTeGbP99ysG51ll?mfRFCnIAVDSAZlv7Ll KzUSgs LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=.54, 21-23=.54, 29-30=-20, 24-29=-47(F=-27), 24-33=-20, 3-11=-126(F=72), 11-21=-126(F=-72) Concentrated loads (lb) Vert: 29=-641(F) 24=-641(F) AWARMNG- Vedlyda.Ngnparamefers andREADNDTES ON. MIS AND INaUBEDMRIXREFFRENCEPAGEMII.7all rev. fW3/20f5 BEFORE USE Design valid for use only with MiTek®conneclars. This design Is based only upon parameters shown, and Is for an Indidtlual building component, not ��• a buss system. Before me," bu0dlM designer must vent' the applicability of design parameters and prepedy Incorporate this design into the overall bulldingdesign. Bracing Indicated Isla prevent buckling oflndMdual truss web anchor chard members only. Additional temporary and permanent bracing WOW is always required for stability and hi prevent co0apsevnth possible personal injury and propeM damage. Forgeneroguidanceragerdinglhe fabricated, storage,deliveryry,� ereadon and boating of trusses and tress systems, see ANSIRP/f Dually CArl.,DSB-99 and BCSI Banding Component Saletylolarmaflon avaable Rom Tnas Pletel.sUWW,21BN.Lee SV.LSuile312,Alexandda,VA22314. 604 Perks East Blvd. Tampa, FL 36610 Job Tons Truss Type Ply T16686489 M11323 GRB HIP �Qty 1 1 �M11323 • Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Indusbies, Inc. Wed Apr 3 10:14:17 2019 Page 1 ID:SrRaEyyrgO4M78G4raWBLWyuFUJ-VWDYz9gX71PtBAPUy81EksLaBYgehNuslDcR6DzUSgq 1-0-0 B-0-0 134l-0 17-0-0 20-0-0 L - 34-M 5-0 -0-0 8-0-0 514-0 3-0-0 3-0-0 544-0 8-0-0 -0-0 5xl2MT1BHS = 4.00 12 4.10 = 2x3 II 4x6 = 2.3 II Sx12MTISHS = Sale =1:58.6 4x6 = 3.6 II 5x6 = 6.12 = 6x12 = 5x6 = 3x6 II 4.6 = B4H1 I 1341-0 i 20-0-0 26-0-0 34-0-0 B-0-0 541-0 6A-0 S N A4111 Plate Offsets (X,Y)-- 13:0-9-0,0-2-81.15:0-3-0,Edge1.18:0-9-0 0-2-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.22 16-19 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.3016-19 >820 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr NO WB 0.90 Horz(CT) 0.06 9 ale nla BCDL 10.0 Code FBC2017/TPI2014 Mabnc-MS Weight: 1631b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3'Except' WEBS 4-14,7-13: 2x6 SP No.2 REACTIONS. (lb/size) 2=1269/0-M.13=4057/0-8-0,9=474/0-6-0 Max Harz 2=90(LC 7) Max Uplift 2=853(LC 8), 13=-2590(LC 8). 9=-045(LC 8) Max Grav 2=145l(LC 13), 13=4743(LC 15), 9=528(LC 14) FORCES. (Ib) - Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=3625/1950, 3-4=208011236, 4-6=2080/1236, 6-7=129612589, 7-8=1296/2589, 8-9=751/370 BOT CHORD 2-16=-1729/3460, 14-16=-1753/3525, 11-13=2621733; 9-11=-241/668 WEBS 3-16=-035/1209,3-14=15521774,4-14=-837/691,7-13=-878/713,8-13=-3635/1919, 8-11=A32/1204, 6-14=1453/2814, 6-13=3198/1807 Structural wood sheathing directly applied or3-1-14 oc pur ins. Rigid ceiling directly applied or 5-3-14 oc bracing. 1 Row at midpt 3-14, 8-13, 6-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=42psf; BCDL=3.Opsh h=14ft; B=52ft; L=34ft; eave=6ft; Cal 11;'Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless othenvise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing platecapableof withstanding 8531b uplift at joint 2, 25901b uplift at joint 13 and 345 16 uplift at joint 9. 8) Girder carries hip end with 8-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 In down and 461 It, up at 26-0-0, and 9671b down and 461 lb up at 8-0-0 on bottom chord. The design/selection 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) Verl: 1-3=-54, 3-8=131(F=-77), 8-10=-54, 16-17=-20, 11-16=-09(F=29), 11-20=-20 Walter P. Finn PE No.221138 MiTek USA, IOd. FL Can 6634 6904 Parka East BNB Tampa FL 33610 Date: April 3,2019 Q WARNING-Verlry design parameters and READ NOTES ON MS MD INCLUDED yAI7IX REFERENCEPAGEMII-7473rev. IW313015 BEFORE USE Design valid for use only WM MTeM connectors. This design Is based o* upon parameters shown, and Is loran individual building mmponenL not ��• a buss system. Before use, 0ce bug" desgner must venythe apWaWAy of desgn pammetms and pmpedy incoryorate mis design into the ovem6 bulliingdesgn BmdngkldiatedlatopraventbuddiMofldVduatbussweba orrdprdmembemony. AdditbnaltempmaryampennanentbraWg MiTek' Is axvays required for Stability and to prevent m9aPsewith possible personal injury and property damage. For general guidance regarding the fe6dation,Storage, delivery, erection and bracing of maser and Mrt=systani see ANSITPIl Dually Coteda,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safelyinormafion availablefmmTnas PlatetmtWte.216N.Lee Sb LSuite312.Alexandra,VA22314. Tampa, FL U610 Jab Truss Truss Type Oty Ply �Mll!313 T76686484 M11323 GRB HIP 1 1 ' Job Reference (optional) Chambers Truss, Inc., Fort PieTR, FIL B.240 6 Dec 6 2018 MiTek Industnes, Inc. Wed Apr 310:14:172UIV Page 2 • ID:SrRaEyyrg04M78G4raWBLWyuFUJ-VwDYzgg%71PtBAPUy61EksLa8YgehNuslDCR6DzUSgq LOAD CASE(S) Standard Concentrated Loads (lb) Vert 16=641(F) ll=-E41(F) AWARMNG-Vedytleslgn parameters antlFFAO NOTES ONTNISANDINCLUD®lA/rEi(REFERENCEPAGEW-W3ray. 10=!Q15BEFOREUSE Design said for use onlywith MTeM oo mectsm. This design Is based oNy upon paramelm shown, and is for an Miscue] building component not ��• a truss system. Before use, do budding desgner must veryt o applicability of design parameters and mppedy inoomomle mis design into the ovemll buildingdesign. ending Indicated is to diolhAdual tonamb andhor Mod umbers only. Add4fonaltemporaryandpmmanentbrscing _ MiTei( is abvays rest i ed forslabuty and to prevent calliope v/nh pomele personal "and Poperly damage. Forgeneral gmdance MaNiig the fabricator, storage, delive eclon oral bmdrg of bmses and buss systems. see ANSITTPII Qpal/yQ .da, DSB-t9 and SCSI BulltlMg Ccomponenf LomT PlateimtMe,218N.Lee Sbeet,Suite312,Aleundda,VA22314. 6904 Parke East BM. SaleylnhormaUou availatYree ss Temps. FL 26610 Job Truss msa Type Dry Ply T76686485 M11323 J2 MONO TRUSS 8 1 �1111323 Job Reference (optional) warnoem cuss, ino., run sane, rL 3X4 = C.z4U s Uec b zuld MI lex Inausmes, Inc. Wed Apr 31U:14:11 ZUIB Page 1 ID:x17zSlzTbJC011rGPH10ukyuFUl-VwDYz9gX71PIBAPUy81EksLkpYzDhbOsIDcR6DzUSgq Stale =1:7.8 2-0-0 LOADING (I SPACING- 2-M CS]. DEFL. In (loc) Vcleft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 ` Hom(CT) -0.00 3 n/a n/a BCOL 10.0 Code FBC20177rP12014 Matrix -MP Weight 8lb FT=0 LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural woad sheathing directly applied or2-M oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 3=38/Mechaniml, 2=141/0-8-0, 4=22/MechanimI Max Horz 2=67(LC 10) Max Uplift 3=-28(LC 10), 2=-136(LC 10), 4=-3(LC 7) Max Grev 3=39(LC 15), 2=141(LC 1).4=31(LC 3) FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250 IN) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult--165mph (3-second gust) Vasd=128mph; TCDL=4.2psf,, BCDL=3.Opsf; h=14ft; B=52f; L=34ft; eave=6N; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2811b uplift at joint 3, 136 lb uplift atjoint 2 and 3lb uplift atjoint 4. Walter P. Finn PE No.72839 kli rsk USA, Inc. FL Cod UU '6904 Pale East Blvd. Tampa FL 33810 Datu: April 3,2019 AWARMNG-Uedyy das/gn Paramears andNEAD NOTES ON MIS MD INCLUDED FOfEl( F ENCEPAGEM 703 rev. 1010Y 15 BEFORE USE Design valid for use only Win MiTeW connectors. This design is based a* upon parameters slaws, and is for an individual budging mmponerd, not a buss system. Before use, the buddhg designer must verify the appimhltty of design parmelers and Iaocedy inmrp4ale Nis design Into the overall bulldingdesign. Sandell mdimtedistoprevernbucolung indrvitlual0usswebaMlorrJwdmembereony. AddWndtemp mryaMpemmentbagng MiTek- IsMwaysrequbedtrs1 tyanEbpre mWpewithpossiNepermnd Nlmys WMrtydemage. ForgenealguldanceregaNag Ne fabrication.storage, deaw%eredionandbrac'ugofblases andbuss systems, see MN P/10ualdy CMeda,DSB-89and BCS/Bullding Component Saferylnfmmallon. le fainTruss Plate Indgual. 218 N. Lee 6904 Pence East Blvd. ovals Street Suite 312.Alesandrin VA 22314. Tampa. FL W610 Job Truss Truss Type City Ply M11323 T16fi86486 M11323 J4 MONOTRUSS 8 1 • Job Reference o tional unernuers truss, me, run nerce,, ass = e.d9u s uec a zulo mu as lnousmes, mc. wee Apr a au: w:aa Luae rage a ID:PDYLfd 5MdK4MSQTz7ZfRxyuFUH-z6nwAUgguKxkpK_gVrYTH3trCyFmQ2GO_tL7efzUSgp LOADING (psf) SPACING- 2-M CSI. DEFL. in floc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.02 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.02 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER- . TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=90/Mechanical, 2=207/0-8-0, 4=50/Mechanical Max Horz 2=104(LC 10) Max Uplift 3=-80(LC 10), 2=11!i 10), 4=7(LC 10) Max Grew 3=90(LC 1).2=207(LC 1). 4=69(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. Scale=1:11.1 PLATES GRIP MT20 244/190 Weight 14 lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-" oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 on bra ing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsh h=14ft; B=52ft; L=3411; eave=6ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80lb uplift at joint 3, 161 Ib uplift atjoint 2 and 7 lb uplift at joint 4. Waiter P. Finn PE Nd.22839 MTek USA, Inc. FL Cad 6686 '6904 Parke East Blvd Tampa FL =0 Dal.; April 3,2019 ®WARNING-Ved/ydeVgnpvamele dREADNOTES ON.TNISANDflVMUDWNTIXREFERENCEPAGEMI4T4)3rev. 16'OYNi6HEPoRE USE Design valid forme only wah MTek® connectors. This design is based onyupon peramelers sfown, and Is for an IndMduel buildits component, not ��• a truss system. Before use, me building designer must very the appiieability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevem buckles of in6Ndual buss me doctor chord members only. Additional temporary and pflmenent bracing MiTek- Isahvaysrepuiretlkrsladliyantltopieventmaepsexmapossbepersonal injoryand property damage. For general guidance regarding Me faancafon,storage, daivery,enchat and among ofmossm and moss system,see ANS/TPIfO..IWCrUe4a,DSB-e9and BCSIBUIldlag Component read Parke East 6lvd. Salerylnlmmaf/4n avail.N. both Tow Nale WbU..218 N. Lee Street Suite 312. Ak .dd.. VA 22314. Tempe, FL 36610 Jab Truss Truss Type Oty Ply M71323 T16686487 M 11323 J6 MONO TRUSS • 8 i Job Reference (optional) cnand ers truss, mc., con Micros, 1-1 8.240 s Dec 6 2018 MTek Industries, Inc. Wed Apr 3 10:14:19 2019 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In (loc) I/de6 L/d TOLL 20.0 Plate Grip DOL 1,25 TC 0.36 Vert(LL) 0.11 4-7 >629 360 TOOL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.12 4-7 >617 240 BOLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 3 Na n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=145/Mechanical, 2=279/0-8-0, 4=71/Mechanical Max Horz 2=142(LC 10) Max Uplift 3=131(LC 10), 2=-194(LC 10), 4=-8(LC 10) Max Grav 3=145(LC 1), 2=279(LC 1), 4=102(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale =1:14.6 PLATES GRIP MT20 244/190 Weight 20lb FT = 0 BRACING - TOP CHORD Structural wood sheathing directly applied or6-M oc puffins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psQ h=14ft; B=52ft; L=34ft; eave=6ft; 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 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 buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 Ib uplift at joint 3, 1941In uplift at Joint 2 and 8 Ib uplift at joint 4. Waller P. Finn PE No.22839 MTek USA, Inc. Ft. Cad 9634 6904 Parke Ent Blvd. Tampa FL 33610 Date: April 3,2019 AWAHMNG-Nally design l>a•amelas andREAONOTES ON THISANOINCLUDWWFEKHEFFRFNCEPAGEMA7473rev. 10%73/615B rbsusa Design valid for use only wM MTek®cormedors. This design is based only upon parameters shmm. and Is for an minfMal buldng component, not a Wss system. Before use. the bulding designer must verify the applicability of design parameters and pmpedy Mwwmte this design Into the overall buildingdesign. Bmdng Ndiretedlstopreventbuc ingoflndi duatbusswebaMor WrdmemMmoNy. Additional temporary and permanent bracing MiTek' Is always required forslabiliy and to prevent collapse with possible personal Injury and pmperry damage ForgeneralgultlanceregaN'ug Ne fabricatloR storage. tlelivery, erection alW bracing offman and truss systems. see ANSIrroll Quality Warta,OSB-89 a ad SCSI Building Component 6W4 Parke East Blvd. Safetyhonvan ion, avalaaefmm Truss Plate IesdNte.218N.Lee SV t,Swte312,AleaandrL,VA22314. Tampa, FL W610 Job Truss Type Oty Ply MI1323 T16686488 M11323 JB LMONSOTRUSS 20 1 • Job Reference (optional) Chambers Truss. Inc., Fan Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:14:19 2019 Page 1 ID:tP6jtzj7xSx c_fXi4uz9yuFUGSJWOghnfefa0UZt3Z3igHOZMMbu9VW9CX5VA5zUSgo -1-0-0 841-0 14)-0 a." 3.5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.26 4-7 >367 360 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Verf(CT) -0.30 4-7 >319 240 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Hoa(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM31 REACTIONS. (lb/size) 3=188/Mechanical, 2=352/0-8-0, 4=103/Mechanical Max Holz 2=180(LC 10) Max Uplift 3=175(LC 10), 2=-228(LC 10), 4=15(LC 10) Max Grev 3=188(LC 1), 2=352(LC 1), 4=145(LC 3) FORCES. (to) -Max. CompJMax.Ten.-All forces 250(lb) or less except when shown. Scale=1:17.4 PLATES GRIP MT20 244/190 Weight 26 lb FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=348; eave=6ft; Cat. If; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) A-M to 2-4-13, Intedor(1) 2-4-13 to 3-1-13, Extedor(2) 3-1-13 to 7-11-8zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard 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 175 Ito uplift at joint 3, 228 lb uplift at joint 2 and 15111, uplift at joint 4. Walter P. Finn PENo.72839, MiTek USA; Inc. FL 6rf 6634' 6904 Parke East Blyd. Tampa FL 33610 Data: April 3,2019 AWANMNG-Verlfydeslgnparam�.dR NO78SONTMSANOINCLUDEDNIJFXREFERENCEPAGEMO-7473 rev. 1bbY1g16BEPoRE USE Design valid for use oraywan Nfi rek®wrmecam. This design is based onlyupan parameters shown, and Is for an Me Mdual Nursing component, not ��' a truss system. Before use. Me build" designer must verify the applicability of design parameters and prepedy incorporate this design into the overall bulldmgdesign- Braong indicated 5 to prevent Inneding ofineiNdual Was web andfonMortl members only. AMEjumal temporary and permanent bracing MiTek' Is aAvays retraced farslabbtyand to prevent collapse wrh possible personal MJtuy and propeM damage. Forgenemiguldamers ouliig Me fabdcalmn,storage, defivery�erection atebracing oftrusses and Wss systems,see AN Py1GuaWy Cr ia.DS&89and SCSIBulldfng Compment 6904 Parke East Blvd. SafeylnbrmaHon 'avaratla from Tome Plata Mature, 218 N. Lee Street Suite 312. Alezantlda. VA 22314. Tampa, FL 36B1a Job Truss Truss Type Ply T76686489 M11323 KJ8 MONO TRUSS �Qty 4 1 �M11323 Job Reference (optional) Chambers Truss, Inc., Fan Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:1420 2019 Page 1 ID:Lcg54J7LuEancm2r40b7 W MyuFUF-wVvhbAiPOynR2d83dGmMUzDGmyGumiRBg6iYzUSgn Scale =120.3 3x4 = _.., .. 5 394 = 7-34 3.11-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Verf(LL) 0.07 7-10 >999 360 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.30 Ven(CT) -0.12 7-10 -999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.46 Hoa(CT) 0.02 6 n/a rda BCOL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 44 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/s'Ize) 4=201/Mechanica1, 2=466/0-11-5, 6=576/Mechanical Met Ham 2=244(LC 8) Max Uplift 4=205(LC 8), 2=-305(LC 8), 6=285(LC 8) Max Grant 4=245(LC 13), 2=466(LC 1).6=590(LC 13) FORCES. (to)-Max.Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=1151/523 BOT CHORD 2-7=-687/1126, 6-7=-687H726 WEBS 3-7=0/330, 3-6=1236/755 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 act punins. BOT CHORD Rigid ceiling directly applied or 8-9-6 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vul—165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Opsh h=14ft; B=52ft; L=34ft; eave=6ft; 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 nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-" 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 205 Ib uplift at joint 4, 3051b uplift at joint 2 and 286 lb uplift at joint 6. 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 (plo Vert 2=0(F=27, B=27)-to-4=-152(F=-49, B=49), 8=0(F=10, B=10)-to-5=56(F=18, B=-18) Waiter P. Finn PE No.22839 MiTek USA Inc. FL Cart6834 '6904 Parka East Blvd. Tampa FL 33910 Data: April 3,2019 A wARrBNG- Vedry design parameters and READ NOTES ON.WSMD INCLUDED WEXREFFFENCEPAGE 111I.7?J rev. ffV3 016 BEFORE USE Design valid nor me only wah MiTek®connecors. This design is based only upon parameters shown, and is for an Indwidual Wading component, not a buss system. Before use, the buediig dosgner munvxdly me applicability of design parameters and pmpedy Incorporate this design Into the owma buta0g denim Bracing Indicated is to preventbuckriigof[enervated Wss web anNorchordmembersonly. Addtional te.p*mq and pemianentbredng MiTek- In always reamed for sta iliy and to prevent collapse with amo ible personal inJuy and pmpedydamage. Forgenerdl guidance regaNin, me fabncanon, storage, delivery, erection and bracing of busses and hues systems, see ANSWRI Quality Crheda, DSB-89 and BCSI Battalion Component 6904 Parke Fast eavd Sayorylnformaddn avallablebpm Truss PlaWimtM .218N.Lee Street Sufte312,AIuma a.VA22314. Tampa. FL 36610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0�}T1fir I For 4 x 2 orientation, locate plates 0- Yie" 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 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION byIndicatedexin the symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIrrPl1: 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. 0 of O 2 U a. O F Numbering System 648 I I dimensions shown in ixteenths (Drawings not to scale) BOTTOM CHORDS JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSIlrPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or 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 buss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear fightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane aljoint locations are regulated by ANSIlrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPI 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 defiection. 11. Plate type, sae, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 IL spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPl 1 Quality Criteria.