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lik Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: M11323 - 62' Grand Carlton III with porch MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: M11323 Mode lTla11236104115 Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE 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: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All HeighlI 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T7529212 A 10/15/01 2 T7529213 I A5 _1_0/15/01 3 I T7529214 I A6 10/15/01 4 IT7529215 I A7 10/15/01 5 1 T7529216 I A8 10/15/01 6 IT7629217 I A9 10/15/01 7 IT7529218 I GRA 10/15/01 8 IT7529219 I G R B 10/15/01 9 I T7529220 J J2 110/15/01 d 10 IT7529221 JJ4 10/15/01 11 IT7529222 J J6 10/15/01 d 12 I T7529223 I J8 10/15/01 113 I T7529224 J KJ8 10/15/01 MAR 18 PER"JIITi„'L_� St. Lucie County, FL The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Alban!, Thomas My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. O E N .'9 �'• 93 0 - STATE OF :40 Thomas A. Marl PENo.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 15,2015 Albani, Thomas 1 of 1 Job Truss Truss Type Qty Ply Carlton III with porch T7529212 M11323 A COMMON 9 1 162'Grand Job Reference o floral e •AT..L Inelne�.�ne Inn Th.. rinf iS 1d•57.1 f19n15 PnnA i nambers truss, ron rieree, M • • - - - ID:a3B4PavKnnZweXyJckSFBgyuFUN-zmAspFwr7bBT31k9Cizbz69szYs9JjOPT7RyKKyTBrt _ _ . _ ....... .� .. „ — I q 97-e-q Ad-0.0 35-M 6-7-13 5-9-0 4-7-3 1 4-7-3 5-9-0 Scale = 1:59.2 4.00 12 4x4 = 4x5 = 2x3 II 4x6 = 3x8 = 3x8 = 4x6 = 2x3 11 4x5 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 " BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014lTP12007 CSI. TC 0.33 BC 0.55 WB 0.54 (Matrix-M) DEFL. in (loc) I/defl Ud Vert(LL) 0.29 15 >999 360 Vert(TL) -0.72 14-15 >567 240 Horz(TL) 0.14 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 163 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1362/0-8-0, 10=1362/0-8-0 Max Harz 2=179(LC 7) Max Uplift2=-832(LC 8), 10=-832(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3188/1833, 3-4= 2663/1558, 4-5=-2616/1565, 5-24=-2668/1672, 6-24=-2608/1669, 6-25=-2608/1669, 7-25=-2668/1672, 7-8= 2616/1565, 8-9=-2663/1558, 9-10=-3188/1833 BOT CHORD 2-17=-1629/2972, 16-17=-162912972, 15-16=-162912972, 15-26— 934/1925, 26-27=-934/1925, 14-27=-934/1925, 13-14=-1629/2972, 12-13=-1629/2972, 10-12=-1629/2972 WEBS 6-14= 533/948, 7-14=-328/317, 9-14= 550/387, 6-15=-533/948, 5-15=-328/317, 3-15=-550/387 NOTES- 111111111 1) Unbalanced roof live loads have been considered for this design. `��� NS /� 2) Exp CAEncl. GCpiV0.118; MWFRS (directional); gust) DOL P7.60 plate grip DOL=D603.Opsf; h=14tt; B=52tt; L=34it eave=6ft; Cat. II; ,,,`,�O�PG� A. Ater ���, 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,% .� � • �\ S'�. 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 % i `tit between the bottom chord arid any other meinbers;,with'BCDL = 10:0psf. No 39380. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=83Z 10=832. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50lb down and 29 lb up at 15-0-Cr- E ► and 50 lb down and 29 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 6-11= 54, 18-21=-20 Concentrated Loads (lb) Vert: 24=50(F) 25=-50(F) .��s.•••OR�•, �"11►11ii11%�� Thomas A. Albani PE No.39380 Mirek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 15,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. � Design valid for use orgy with MITek® 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 property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addlffonol 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 the fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job ss Truss Type Qty Ply 62' Grand Carkon III with porch T7529213 M11323 L TAS SPECIAL 9 1 Job Reference (optional) .. T1.•n�, 1c �A•c711 7l11c Penn 1 :✓7hambersTruss, Fort Pierce, FL a,- - .-•••••-•.•••--•••__,..._. ...___.._..._.. ,_ - v ID:2GIScwwyY5hnGhXVARzUkuyuFUM-RykEObxTuvJKhSJLmQUgWJiwOy7N2BWYhnAVsmyT8rs T-0 7-8-5 10.6-4 17-0-0 20-4-8 26-4-0 34-0.0 35-0-0 f 1.0.0 7-8-5 2-9-15 6-5-12 3-4-8 5-11-8 7-8-0 1-0-0 Scale = 1:61.2 4.00 12 5x8 II 3x10 = 2.00 F12 3x6 = 5x12 = 2x3 II ,Ich I LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DO 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.82 BC 0.87 WB 0.49 (Matrix-M) DEFL. in (loc) Udefl Ud Vert(LL) 0.74 14 >553 360 Vert(rL) -1.48 13-14 >275 240 Horz(TL) 0.43 10 n/a n/a PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 154lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-3-11 oc bracing. WEBS 2x4 SP No.3 `Except` WEBS 1 Row at midpt 6-14 6-14: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1297/0-8-0, 10=1327/0-8-0 Max Horz2=179(LC 7) Max Uplift2=795(LC 8), 10=-812(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 5402/3080, 3-4— 5047/2830, 4-5= 5005/2833, 5-6=-5093/2947, 6-7=-2352/1498, 7-8=-2330/1420, 8-9= 2383/1406, 9-10=-2979/1705 BOT CHORD 2-14= 2837/5142, 13-14=-990/2054, 12-13=-1496/2765, 10-12=-1496/2765 WEBS 3-14= 342/309, 5-14= 297/306, 6-14=-1796/3265, 6-13— 246/514, 7-13= 259/242, 9-13=-634/426 NOTES- ,,��lfllll►II�I 1) Unbalanced roof live loads have been considered for this design. A. I� 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. li; `,�� ^pPs q4e'I�� Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. ��'�� •• �,� C' N `SF• 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).: This trusshas beerf designed fora live load bf 20:0psf or the bottom chord in all'areas where a rectandle 3-6-0 tail by'2-0=0'wIde will, No 39380. fit between the bottom chord and any other members. ► 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacit)Z 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=79 6,-� • � A rE 10=812. • ' �(/ 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albani PE No.39380 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 15,2015 A WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to 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 wilh possible personal Injury and property damage. For general guidance regarding the fabrication• storage. delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T7529214 M11323 A6 SPECIAL 1 1 Job Reference (optional) i VChambers Truss, Fort Pierce, FL 7.64U s Sep zu 2015 Mi i ex industries, c. nu Oci r a rv:m: iz 2015 rage r i1 ID:2GIScwwyY5hnGhXVARzUkuyuFUM-v9HcExx6fCRBJcuYK7732XE6cLR9nZ_WRw3ODyT6rr 1-0- 8-11-11 16-0-0 18-0-0 20-4.8 25-11-15 34-0-0 5-0- ir. -0-0 8-11-11 7-0-5 2-0-0 2-4-8 5-7-7 8-0-1 -0-0 1 c� a 3x10 = 2.00 12 4.00 F12 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 TCDL 7.0 Lumber DOL 1.25 BC 0.90 BCLL 0.0 Rep Stress Incr YES WB 0.79 BCDL 10.0 Code FBC2014fTP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 `Except` 3-5: 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 6x8 = 5x6 = I 11 5x6 = 2x3 I I DEFL. in (loc) I/deft Ud Vert(LL) 0.68 14 >601 360 Vert(TL)-1.1314-17 >362 240 Horz(TL) 0.41 9 n/a n/a Scale: 3/16°_V Im 1 0 3x6 = PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 156 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1298/0-8-0, 9=1326/0-8-0 Max Harz 2=169(LC 7) Max Uplift2= 796(LC 8), 9_ 811(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5374/3073, 3-4=-5240/3075, 4-5=-4981/2826, 5-6= 2255/1421, 6-7=-2312/1390, 7-8=-2320/1368, 8-9= 3010/1736 BOT CHORD 2-14=-2825/5111, 13-14=-1110/2301, 12-13=-1043/2141, 11-12=-1528/2799, 9-11= 1528/2799 WEBS 4-14=-487/484, 5-14=-158112900, 5-13= 402/185, 6-13= 166/517, 8-12= 764/537, 8-11=0/257 1) �A Unbalanced roof live loads have been considered for this design. `` O�PS• • •' • �e �, 2) Wind: ASL-10; Vult=1 (directional);condu)Vasd=28h;T f;BCD=3.opsf; h=14ft B=52ft; L=34ft; eave=6ft; Cat. II; Exp CMWFRS umber 1pate grip ♦♦�♦,``T •• �� G E N $�:•, 92� �,�' 3)Prodideadequatet7ialnagetopreventwatarponafng. No 39380..-.�y 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 WE fit between the bottom chord and any other members. : 7) Bearing at Joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should 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=796, �� •� R Q ��,♦ 9=811. I�'ss .. • • `�i 1� 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albanl-PE No.39380 Mfrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 15,2015 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mllek® connectors. This design Is based only upon parameters shown, and is for an Indlvdual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ii���Y Welk' prevent Is always required for stability and to prevent collapse wilh possible personal Injury and properly damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 j Safety Information available from Truss Plate Institute, 21814. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty, Ply 62' Grand Carhon III with porch T7529215 M11323 A7 SPECIAL 1 1 Job Reference o tional hambers Truss, Fort Pierce, FL r.bvu s sep za zuib mu ea mausmes, inc. T nu Oci io rv.or: is zv ro ruse i I D:WSJgpGwal Ppeur6hk9UjG5yuFUL-OLr_RHykQ WZ2wmTktrW I bknGElonWzEr95fcwfyTBrq r1-0-Q-0-8-10-10 14.0-0 20-0-0 25-11.15 34-0-0 35-0-Q 10 8-10-10 5-1-6 6-0-0 5-11.15 a-0-1 1-0-0 Scale = 1:62.3 5x10 = d nnF17 5x6 = N I6 6 5x12 = 2x3 II 4x5 = 3x10 = 2.00 12 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.66 11 >623 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -1.40 10-11 >291 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.41 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 147 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-3-13 oc bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1297/0-8-0, 7=1327/0-8-0 Max Horz2=-149(LC 6) Max Uplift2= 795(LC 8), 7=-812(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 5357/3035, 3-4= 4993/2805, 4-5=-2157/1368, 5-6=-2364/1410, 6-7=-2960/1697 BOT CHORD 2-11=-2785/5096, 10-11= 1430/2801, 9-10=-1486/2746, 7-9=-1486/2746 WEBS 3-11=-412/418, 4-11=-1327/2588, 4-10=-810/415, 5-10= 166/455, 6-10=-636/444 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=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; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. ,`�� S A. 0% 4) All plates are MT20 plates unless otherwise indicated. � O NN A4B 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `� . • G E N -9�1 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 �� ; ' SAC`••, l/j �� fit between the bottom chord and any other members. i 1)'Bearing at joint(s) 2'eorisiders parMler to, graln Value using ANSUTPi, i,angle tc graln formul a. 'Bui 161 ng designershould v6blyeapabityz No 39380. 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=79C 7=812. : -0 ; . Z 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. + .0 E •sue ��`S, • •0 R } 0.��\�1�• V Alili Thomas A. Albani PE No.39380 MITek USA, Inc. R- Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 15,2015 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with M1109 connectors. This design is based only upon parameters shown, and Is for an Individual bulding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or 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 fabrication, storage• delivery, erection and bracing of trusses and truss systems, seeANSI/IPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Information available from truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. nb Truss Truss Type Qty Ply 62' Grand Carhon III with porch T7529216 1323 A8 SPECIAL 1 1 Job Reference (optional) hambers truss, Von Ylerce, VL 1-1v. Fro ���;. �.��, o�,��..,.�,�,o�. -•- . -•v ID:WSJgpGwalPpeur6hk9U)G5yuFUL-OLr_RHyk6Wli wmik;r Ibkn4ylosW2tr95fcwfyTSrq r1 -0-0 8-8-4 12.0-0 15-8-4 20.4.8 22-0-0 24-8-12 34-0•D 35-0-Q 1-0-0 8-8-4 3-3-12 3-8-4 4-8-4 1-7-8 2-8-12 9-3-4 Scale = 1:62.2 �1 6 4.00 12 5x6 = 4 20 3x4 = 2x3 11 4x8 = 6 21 7 2x3 5xl2 = 3x4 = 4x6 = 3x10 = 2.00 F12 0 N I6, 6 t2 I� a 10-6-4 9.10.4 1-7-8 ' 12-0-0 ' Plate Offsets (X Y)-- f2'0-2-2 0-0-71 f7.0-5-8 0-2-41 f9'0-2-6 Edgel LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.64 12-13 >642 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -1.36 12-13 >301 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.39 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 154 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-3-14 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1292/0-8-0, 9=1332/0-8-0 Max Horz2=129(LC 7) Max Uplift2=-794(LC 8), 9=-813(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5337/3033, 3-4=-4970/2788, 4-20= 3801/2193, 5-20=-3801/2193, 5-6=-2464/1521, 6-21= 2472/1529, 7-21=-2472/1529, 7-8=-2492/1487, 8-9=-2808/1655 BOT CHORD 2-13— 2785/5078, 12-13— 1698/3180, 11-12=-1158/2331, 9-11=-1432/2593 WEBS 3-13=-389/395, 4-13=-895/1665, 5-13= 291/796, 5-12= 694/538, 7-12= 303/452, 7-11— 228/474, 8-11= 408/405 NOTES- 1) Unbalanced roof live loads have been considered for this design. `11 1 { 1 1 1111, 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; e,,�� S A. lit, Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ``�, �AA4B♦� 3) Provide adequate drainage to prevent water pending.�.� . • ........ N• • '9�1-�i� 4) All plates are MT20 plates unless otherwise indicated. �� �,� F••. vi 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ti 6) f Thls truss has been deslgried for a live load of 20:Opsr ertthe bottom'chofd in alf areas Where a rectangle 3=6=0 falPby 2=0=o wide wiih No 9-..—;_.� fit between the bottom chord and any other members. 0. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacitz of bearing surface. = -0 ; o 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=7941, • �� 9=813. o • • ((� 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. s �� �0Ft1�.••��e` ��'SSeO N AL lit � Thomas A. Alban) PE No.39380 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 15,2015 ® WARNING- Verily deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or 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 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Type city Ply 62' Grand Carhon III with porch T7529217 M11323 Truss HIP 1 1 Job Reference (optional) 16hambers Truss, Fort Pierce, FL 7.640 s Sep 29 20 a 1—ek u,uusr„es, Inc. , uu ,,, , , Leo , I D:_etC1 cxC3ixVV?huts?ypJyuFUK-sXPMfdzMBghvYv2wRY2X8yKaJ9E5FSc?NIP9T5yT8rp 1-0 q 6 7 15 10-0-0 15-2-14 20-41 24-0-0 271-1 34-0-0 35- 1-0-0 6-7-15 3-4-1 5-2-14 5-1-2 3-8-0 3-4-1 6-7-15 �1-0-0' 4.00 FIT 4x4 = 3x4 2x3 11 4x8 = = 4 22 5 6 23 7 Scale = 1:60.1 CM 0 t2 O 3x5 = 15 14 13 12 11 3x8 = 3x6 = 6x8 = 3x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.17 13-15 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.42 13-15 >574 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(TL) 0.02 13 n/a n/a BCDL 10.0 Code FBC2014/rP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=687/0-8-0, 9=382/0-8-0, 13=1554/0-8-0 Max Harz 2= 109(LC 6) Max Uplift2=-441(LC 8), 9=-262(LC 8), 13=-904(LC 8) Max Grav2=709(LC 17), 9=420(LC 18), 13=1554(LC 1) 3x5 = PLATES GRIP MT20 244/190 Weight: 156 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1196/685, 3-4=-874/475, 4-22=-797/472, 5-22=-797/472, 5-6=-3691747, 6-23=-3697747, 7-23=-369/747, 7-8= 78/269, 8-9= 295/175 BOT CHORD 2-15=-543/1091, 14-15=-39/316, 13-14= 39/316, 12-13=-245/259, 11-12= 245/259 WEBS 3-15=-349/338, 5-15=-256/615, 5-13= 1162/752, 6-13= 260/229, 7-11=156/325, 8-11=-387/359, 7-13=-762/448 NOTES- ,��1111f/�� 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; `%,, ,o A %4�e�i,�� Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �o%,r\`Z` •••\ G E IV S' •. 3) Provide adequate drainage to prevent water ponding. v F�'.• 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) •'Thistruss'has been designed'for alive load 0f 20:0psf'ori the bottom chord 'In all' areas Where a rectangle 3-&G fall "by'2-0=O'wide Wiliz No 3 93 80.._�_� 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 at=lb) 2=44= 9=262, 13=904. = -.0 ; Z 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. o E • .V: s• .140R IION Ai E �����. Thomas A. Aibanl PE No,39380 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa R. 33610 Date: October 15,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® conneclors. This design Is based only upon parameters shown, and Is for an Individual building component, not �n a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` building prevent 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 muses and miss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Easi Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Mexandda, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T7529218 M11323 GRA HIP 1 1 Job Reference (optional) -Chambers Truss, Fort Pierce, FL r.oav s cap ea zu w MiT ek ind—Ties, inc. i iju uui is i 4.5ya r I D:_etC 1 cxC3ixVV?huls?ypJyuFUK-Kkzlsz_y7pmA3c7?GZmggsajZb_t48cPBj?XyTBro 1-0 8-0-0 11-1-1 17-0-0 18-6-0 22.2-2 26-0-0 34-0-0 35-0 -0-0 8-0-0 3-1-1 5-10-15 1-6-0 3-8-2 3-9-14 8-" 1-0-0 (+) Top chord must be braced by end jacks, Scale = 1:62.3 .,.,.s a:,...r......... .............r....,.....e..�s.r Jt2 N 3 N Im 6 3x6 II 3x6 = 6x8 = 3x6 = 6x8 —_ 4x4 = 3x5 = 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.10 24-35 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.19 24-26 >987 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.96 Horz(TL) 0.02 22 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 194 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins. Except: BOT CHORD 2x4 SP M 30 1 Row at midpt 8-21 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0. (lb) - Max Horz 2=179(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2= 376(LC 8), 27= 1146(LC 8), 26— 1470(LC 8), 22=-646(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=527(LC 13), 27=2197(LC 13), 26=2894(LC 14), 22=1015(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-561/338, 3-5=-306/839, 5-7= 584/1206, 7-8=-584/1206, 8-10=-584/1206, 10-1 2=-584/1206,12-13=-584/1206, 13-15=-584/1206, 15-16— 584/1206, 16-18=-584/1206, 18-20=-2121/1203, 20-21=-2121/1203, 21-22=-2176/1197, �1111111/� 4-6=-173/256, 6-9= 134/313, 9-11 =-1 14/371, 11-14=-200/419, 14-17=-102/280, .,T�T BOT CHORD 2-291-195/596828-29= 143/463, 27-28=-143/463, 26-27= 772/440, 25-26=-393/630, ��,,,�`V`P?� A . A�e 24-25=-393/630, 22-24=-1014/2010 �o, �� �,� G E N SF'?/ �ee0 WEBS 3-29= 457/1105, 3-27=-1643/836, 5-27= 769/63.6, 5-26= 537/3.46, 13-26=-934/608, ' 18-26=-2360/1437, i 8-24=-782/1'690, 21-24= 38/353; 4-5=-618/520;' 1 9-20342/310, No 39380.. 14-15=-549/402 e NOTES- 1) Unbalanced roof live loads have been considered for this design. %! E • �V 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, ice• - [V Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 e 3) Provide adequate drainage to prevent water ponding. eej �s • O j� 1 0.•� G�,,�e 4) All plates are 2x3 MT20 unless otherwise indicated. �i�� S�"••"� `� th any 6) Thistruss truss has been destined for aed for a li elload osf ttom chord f 20.0 sf onve load nonconcurrent the bottom chord in all alreas where aer ive loads. r rectangle 3-6-0 tall b 2-0-0 wide will '��I1O11 A; I,% )" 9 p 9 Y fit between the bottom chord and any other members. Thomas A. Alban) PE No.39380 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint 2, 1146 lb uplift at joint MiTek USA, Inc. FL Ceti 6634 27, 1470 lb uplift at joint 26 and 646 Ib uplift at joint 22. 6904 Parke East Blvd. Tampa FL 33610 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Date: 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 15,2015 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to buckling of Individual truss web and/or chord members only. Additlonal 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 6904 Parke East Blvd. fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. M11323 1 GRA I HIP 7.640 s Sep 29 2015 NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 26-0-0, and 967 lb 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. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) 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) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312016 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' prevent 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, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 77529219 GRB I HIP fibers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Oct 15 14:57:17 2015 Pe I D:SrRaEyyrg04M78G4raW BLWyuFUJ-G65VHe? EU14U PNmV6gbElayytMFXSnH R4jdq; r1-0-q 8-0-0 13-8-0 17-0-0 20-4-0 26-0-0 34.0-0 95-0-Q 1-0-0 6-0-0 5-8-0 3-4-0 3-4-0 5-8-0 8-0-0 Scale = 1:60.1 5x8 MT18HS= 4x10 = 4.00 12 2x3 4x6 = 3 23 4 5 6 5x8 MT18HS= 2x3 II 7 24 8 16 15 14 13 72 11 4x5 = 3x6 II 4x6 = 6x10 = 6x10 = 4x6 = 3x6 11 4x5 = 8.0-0 13-8-0 20-4-0 26-0-0 34-0-0 8-0-0 5-8-0 6-8-0 5-8-0 Plate Offsets (X Y)-- f2:0-2-2 Edgej r3:0-5-4 0-2-81 (5:0-3-0 Edgel f8:0-5-4 0-2-81 f9:0-2-2 Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.16 16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.27 14-16 >912 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014[rP12007 (Matrix-M) Weight: 153 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-1 oc bracing. WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 8-13, 6-13 4-14,7-13: 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1296/0-8-0, 13=3993/0-8-0, 9=510/0-8-0 Max Horz2=-90(LC 6) Max Uplift2=-871(LC 8), 13=-2549(LC 8), 9= 369(LC 8) Max Grav2=1479(LC 13), 13=4684(LC 15), 9=563(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3514/1878, 3-23=-2062/1226, 4-23= 2062/1226, 4-5=-2062/1226, 5-6=-2062/1226, 6-7=-1265/2545, 7-24=-1265/2545, 8-24=-1265/2545, 8-9=-692/331 BOT CHORD 2-16=-1655/3336, 15-16=-1676/3398, 14-15=-1676/3398, 12-13= 246/658, 11-12= 246/658, 9-11=-225/595 WEBS 3-16= 402/1155, 3-14= 1431/700, 4-14=-847/699, 7-13=-886/720, 8-13=-3505/1836, 8-11=-403/1157, 6-14=-1431 /2780, 6-13=-3151 /1776 TIES- 1) Unbalanced roof live loads have been considered for this design. %0 E N gCe-�f# 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52it; L=34ft; eave=6ft Cat. II; `,� ; • �,� S�`••, vj ��� Exp C; Encl., G.Cpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate.grip DOL=1.60 3)PrdVide adequate'drainage to prevent -water poriding. No 39380, .—• 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. E 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 871 lb uplift at joint 2, 2549 lb uplift at joint% 13 and 369 lb uplift at joint 9. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 0� • �.� Fj 1 �. • G�,1� 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at O� ss� • • • • • �%� 26-0-0, and 967 lb 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). Thomas A. Milani PE No.39380 MITek USA, Inc. A. Cert LOAD CASE(S) Standard 904 Parke East Blvd. Tampa FL 33610 Date: October 15,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 101012015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, noT �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to 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 taus systems, seeANSI/7PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 ---- ,� - - - T7529219 M11323 GRB HIP 1 1 Job Reference (optional) • Ph—h— Tnicc Fnrl piaron. Fr 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Oct 15 14:57:17 2015 Page 2 LOAD CASE(S) Standard 1J Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-131(F=-77), 8-10— 54, 16-17=-20, 11-16=-49(F= 29), 11-20=-20 Concentrated Loads (lb) Vert: 16=-641(F) 11=-641(F) ® WARNING- verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 101031201E SEFORE USE. Design valid for use only with Mfiek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �� a miss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Carlton III with porch T7529220 M11323 J2 MONO TRUSS 8 1 162'Grand Job Reference (option 1 - Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 Mir eK industries, Inc. Thu Oct 15 14:5 A / 2015 rage 1 I D:xi?zSlzTbJCDII rGPH 1 QukyuFU I-G65VHe?EU14U PNmV6gbElay7XMNoSOcR4jdg3QyT8rm 1-0-0 1 2-0-0 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 TCDL 7.0 Lumber DOL 1.25 BC 0.04 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 BCDL 10.0 Code FBC2014fTP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=37/Mechanical, 2=143/0-8-0, 4=21/Mechanical Max Horz 2=67(LC 8) Max Uplift3=-30(LC 8), 2=-131(LC 8), 4=-3(LC 5) Max Grav3=37(LC 13), 2=143(LC 1), 4=29(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:7.9 DEFL. in (loc) I/defl Lid PLATES GRIP Vert(LL) -0.00 7 >999 360 MT20 244/190 Vert(TL) -0.00 7 >999 240 Horz(TL) 0.00 2 n/a n/a Weight: 8 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14fh 13=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 30 lb uplift at joint 3, 131 lb uplift at joint 2 ��,`,++S A- //1I,', and 3 lb uplift at joint 4. � OP Abe 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. • No 39380..E E ��i�••0R10••'��e� �� Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 15,2015 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114I1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to 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 guldance regarding the fabrication, storage, dellvery, erecflon and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch 77529221 M11323 J4 MONO TRUSS 6 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL i.o9v s cap [s — r c vviii ek inti—Tius, inc. .wj u r,v, , I D:P DYLfd_5MdK4MSQTz?ZfRxyuFU H-kJftU_OsF2CK1 XLhgO6TIoUGcmhwBTsaINN NcsyT8rl 1-0-0 ' 4-M Scale = 1:11.2 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL ' 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.01 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.02 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(fL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 14 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=79/Mechanical, 2=229/0-8-0, 4=39/Mechanical Max Horz2=104(LC 8) Max Uplift3=-75(LC 8), 2= 171(LC 8), 4=-2(LC 8) Max Grav3=79(LC 1), 2=229(LC 1), 4=60(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) 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; 13=521t; 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 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. �� E 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 3, 171 lb uplift at joint 2 ,,����� S A. IIII and 2 lb uplift at joint 4. `*% ON '44e J.' 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 00 NO 39380.._� E % ThamasA. Alberti PE No.39380 MiTek USA, Inc. FL Cert 6834 6904 Parke,East Blvd. Tampa FL-33610 Date: October 15,2015 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to 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, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T7529222 M11323 J6 MONO TRUSS 8 1 Job Reference (optional) • Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Oct 15 14:57:18 2015 Page 1 I D:tP6jtz_I7xSx_c_fXi4uz9yuFUG-kJftU_Os F2CK1 XLhgO6TIoU BVmdOBTsaI NNNcsyTBrl 1-0-0 6-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.09 4-7 >790 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n1a BCDL 10.0 Code FBC2014[FPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=120/Mechanical, 2=321/0-8-0, 4=54/Mechanical Max Harz 2=142(LC 8) Max Uplift3=-117(LC 8), 2=-21S(LC S) Max Grav3=120(LC 1), 2=321(LC 1), 4=89(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:14.8 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 0% 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; 13=52ft; L=34ft eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi 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. V>> I i I I I 5) joint 2. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 3 and 218 lb uplift at `%%O%%,opS A. q��',', 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. % 'E ' 00 No 39380. S E . < O ON Thomas A. Alban[ PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke fast Blvd. Tampa FL 33610 Date: October 15,2015 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIh7473 rev. 1010312015 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual bullding 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 Is to prevent buckling of Individual truss web and/or chord members only. Addiffonal 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, seeANSI/TPI] Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty, Ply 62' Grand Carhon III with porch T7529223 M11323 JB MONO TRUSS 20 1 Job Reference (optional) ' Chambers Truss, Fort Pierce, FL i.o- . s oaP 2; co io .-- Mu—uI. , ;.— ,,. ..— ,:, ,-,...,., I D:tP6jtz-j7xSx_c_fXi4uz9yuFUG-CVCFiKi V?MKBehwuE5diq?i PTAsiww6kX16w8JyT8rk 1-0-0 8.0-0 1-0-0 8-0-0 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC •0.34 Vert(LL) -0.10 4-7 >972 360 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.27 4-7 >350 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=164/Mechanical, 2=411/0-8-0, 4=68/Mechanical Max Horz2=180(LC 8) Max Uplift3— 160(LC 8), 2=-265(LC 8) Max Grav3=164(LC 1), 2=411(LC 1), 4=118(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:17.7 PLATES GRIP MT20 244/190 Weight: 26 lb FT = 0 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) 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; 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. ,,'1 1 � 1111111I 4) Refer to girder(s) for truss to truss connections. ���� cj A. I/.. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 160 lb uplift at joint 3 and 265 lb uplift at o �P A4e � joint 2. oo .Z•O (', E N '9 �i 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. o00 ; • �,� S�`••, 2j ♦♦ • No 39380.. • _ E : Imo; 0,'iP-e'r /41111111 � .... � Thomas A. Alban) PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: October 15,2015 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MITek® 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 property 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 wllh possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 62' Grand Carhon III with porch T7529224 M11323 KJ8 MONO TRUSS 4 1 Job Reference (optional) + Chambers Iruss, I.Orl VierCO, FL r.ovo s aep za zo io mi 1 eR mausmes, mc. i nu — - way. is cv io nyc , I D:Lcg54J?LuEancmZr4Qb7W MyuFUF-CVCFiKI V?MKBehwuE5diq? 1 QiA_rwgNkX16w8JyT8rk 7-3.4 11-3-0 1-5-0 7-3-4 3-11-12 Scale = 1:20.8 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSi. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.05 7-10 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.11 7-10 >999 240 BCLL 0.0 Rep Stress [nor NO WB 0.43 Horz(fL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014fTP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=207/Mechanical, 2=482/0-11-5, 6=556/Mechanical Max Horz2=244(LC 8) Max Uplift4= 207(LC 8), 2=-312(LC 8), 6=-277(LC 8) Max Grav4=250(LC 13), 2=482(LC 1), 6=574(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1090/498 BOT CHORD 2-7=-662/1072, 6-7= 662/1072 WEBS 3-7=0/309, 3-6= 1177/727 PLATES GRIP MT20 244/190 Weight: 44 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6fh Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. ,e11 � 11� 1 #11 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ``,,��� S A. 1e,', 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 `v`P q fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. ��,<`Z` •'•........44 G E N S •• "y2♦ice 6) Provide mechanical connection. (by others) of truss to bearing plate capable of withstandipg 2071b uplift at joint 4, 312 Ib.uplift at joint 2� �•••• �.0 *and '277lb aplitt'atjoint 6. No 39380. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2= 54 ,'�♦iss R , O•��`•`,`, Trapezoidal Loads (pit) �'O Vert: 2=0(F=27, B=27)-t0-4=-152(F= 49, B=-49), 8=0(F=10, B=10)-to-5— 56(F_ 18, B= 18) Thomas A. Albanf PE No.39380 MITek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 15,2015 ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI17473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. Mils 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 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, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-'/1 d' SIR For 4 x 2 orientation, locate plates 0-1a4' 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 r4Q1,2% Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: 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 c O U a- O Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 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 ® 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-brocing, 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 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 bre 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 199b 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 far dead load deflection. 11. Plate type, size, orientation and location dimensions indicated pre minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respcts, 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 ft. spacing, or less, if nb 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 cll 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.