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1508-0155 TRUSS
Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek" ��� RE: 501891 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Jose De La Hoz Project Name: Model: Tampa, FL33610-4115 Lot/Block: Subdivision: Address: 4904 Seagrape Dr. City: Ft. Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: i State: General Truss Engineering Criteria & Deslign 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 i Wind Speed: 160 mph Roof Load: 37.0 psf ! Floor Load: N/A psf This package includes 12 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. I Seal# Truss Name I Date 1 IT7322139 IA01G 1 8/10/015 12 I T7322140 I A02 1 8/10/015 13 1 T7322141 I A03 J 8/10/0151 14 I T7322142 I A04 8/10/0151 15 I T7322143 I A04A 1 8/10/015 1 16 I T7322144 I A05 1 8/10/015 1 17 I T7322145 I A06 1 8/10/015 1 18 I T7322146 I BJ01 1 8/10/015 1 19 I T7322147 I BJ03 1 8/10/015 1 110 I T7322148 I BJ05 1 8/10/015 1 11 I T7322149 I CJ07 1 8/10/015 1 112 I T7322150 I EJ07 1 8/10/015 1 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Tibbetts Lumber Company -Palm Bay. Truss Design Engineer's Name: Albani, 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. E 0 � r � r 53:. STATE OF �441 ' C� . �'�SSoO N Al-E.�`• nnn11 FL Cert. 6634 August 10,2015 Albani, Thomas 1 of 1 Job Truss Truss Type Qty Ply T7322139 501891 A01G Hip Girder 2 1 ...... Job Reference (optional . .. ..... ..... .. ..:T_,. ,_.,.._.-:__ �__ ..__ n.n .n.o�. Tibbetts Lumber Co, Palm Bay, FL r.oav s dw co co o n�� nn �������� o�, �� �. ,.n,,, Aug , —D ..a= I D:N L9ciFEmMNu?o3BVC PhZulz2odU-vl VXoINJQjky?2Pg91jlthpj FJkc?er9vrdidsvQypHx9 sas 9-ao lsae 20-11-7 27-0-0 3a11-11 asao sas 3-11-11 s-as 5-10-13 6-as 3-11-11 sas 5.00 F12 5x10 = 2x4 11 4x4 = 5x10 = 4 22 23 5 24 25 6 26 27 7 Scale = 1:61.6 Io 6x6 = 4x4 = co c - .. .,, .,.. 6x6 = 4x5 = i 4x5 4x4 6z8 = = = 4x5 = I 4X10 = LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.23 13-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.52 13-15 >724 240 BCLL 0.0 ' Rep Stress incr NO WB 0.61 Horz(TL) 0.13 11 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) Wind(LL) 0.25 13-15 >999 240 Weight: 227lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 2-9-13 oc puriins. 4_7, _9x6 SP /,,In,2 BOT CHORD Rigid ceiling directly applied or 5-10-13 oc bracing. BOT CHORD 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 17=227610-8-0, 11=2276/0-8-0 Max Horz 17=91(LC 24) Max Upliftl7=-797(LC 8), 11=-732(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-3641/1270, 4-22= 4913/1703, 22-23=-4915/1704, 5-23=-4918/1704, 5-24=-4914/1702, 24-25=-4914/1702, 6-25=-4914/1702, 6-26— 4923/1711, 26-27=-4919/1711, 7-27=-4918/1710, 7-8=-3640/1282 ;=t- PY BOT CHORD 16-17=-816/2509, 16-28=-1060/3337, 28-29=-1060/3337, 15-29=-1060/3337, C) r 14-15= 1575/4919, 1430= 1575/4919, 30-31= 1575/4919, 1331=-1575/4919, [1 1332=-1071/3336, 3233=-1071/3336, 12-33=-1071/3336, 11-12=-843/2509 `Y WEBS 3-16=-305/974, 4-15=-596/1900, 5-15=-745/440, 6-13=-770/439, 7-13=-591/1906, t �s L 8-12=-304/974, 3-17= 3105/1137, 8-11=-3105/1092 ,11111111111111111 Unbalanced roof live loads have been considered for this design. ��,,et� • P G E N A�v ,,�♦ I 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=6.Opsf; h=15tt; B=45ft; L=36ft; eave=5ft; Cat. 11; `� ��.'�\ ,3ce'•9�Ii ♦♦ Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 0 39380'; 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * : •� 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wi;: fit between the bottom chord and any other members. I y S) Provide mednanical connection (by others) of truss to bearing plate capable of withstanding 797 lb uplift at joint 17 and 732 lb uplift at � — ir X joint 11. e% ., l ATE 7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. ♦ T'•, other evice(s) shall be sufficient to support concentrated load(s) 117 lb and p at 8) 117 lb downrand 120 b uptiatn 1d1-0-12, 117lb down and provided120 Ib up at 13-0-12, 117lb down and 1201b up atolb--0-12'1107bb down and ♦♦♦i�s < R ;%�,�� 120 lb up at 17-0-12, 117 lb down and 120 lb up at 18-11-4, 117 lb down and 120 lb up at 20-11-4, 117 lb down and 120 lb up at 1111%% 22-11-4, and 117 lb down and 120 lb up at 24-11-4, and 117 lb down and 120 lb up at 27-0-0 on top chord, and 296 lb down and 162 lb 11 up at 9-0-0, 67 lb down at 11-0-12, 67 lb down at 13-0-12, 67 lb down at 15-0-12, 67 lb down at 17-0-12, 67 lb down at 18-11-4, 67 lb down at 20-11-4, 67 lb down at 22-11-4, and 67 lb down at 24-11-4, and 296 lb down and 162 lb up at 26-11-4 on bottom chord. Th design/selection of such connection device(s) is the responsibility of others. FL Celt. 6634 9) In the LOAD CASE(S) section, loads applied to the faceof the truss are noted as front (F) or back (B). LOAD CASE(S) Standard August 10,2015 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 0211612015 BEFORE USE. Design valid for use oNy with Mllek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure s1ab01ty during construction is the responsibility of the ivaiTek° erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avanabte from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T7322139 501891 A01G Hip Girder 2 1 Job Reference (optional) Tibbetts Lumber Co, Palm Bay, FL 7.630 s Jul 28 2015 MiTek Industries, Inc. Mon Aug 10 10:37:40 2015 Page 2 I D:PlL9ciFEmMN u?o3BVCPhZul72odU-vl VXoINJQjky?2Pg9ljKhpjFJkc?er9wdidsvQypHx9 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-7= 54, 7-10=-54, 1-10=-20 Concentrated Loads (lb) Vert:4=-110(B) 7=110(B) 16=-253(B) 15=-35(B) 5=-110(B) 6= 110(B) 13=-35(B)12=-253(B) 22=-110(B) 23=-110(B) 24=-110(B) 25=-110(B) 26= 110(B) 27= 110(B) 28— 35(B) 29=-35(B) 30_ 35(B) 31=-35(B) 32= 35(B) 33=-35(B) rp WIL A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 02(16/2015 BEFORE USE. Design valid for use only with M9ek connectors. This design I.based only upon parameters shown, and is for an Individual building component. � Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Addltiorial temporary bracing to Insure stability during construction Is the responslbllity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MiTek° fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avolable from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T7322140 501891 A02 Hip 2 1 Job Reference (optional) 7A4 .Jlf1S Dnnn 1 7 ibbetts Lumber co, rarm bay. rL ...,.,.. � ..�, �.. �.. •.. .... ..................._, •••_...._...._, . _ . ID:NL9ciFEmMNu?o3BVCPhZulz2odU-NV3v?5OxBOspcC_tjOFZEOGRp80yNJY4sMN0 RsypHx8 s 9-1a 11-ao 18-ao 25-a0 322-2 36 -0 5 s-1a s2-2 7-ao 7-ao s z-2 se-14 5.OD Sx8 = 2x4 II 5x8 = 4 23 24 5 25 26 6 Scale = 1:62.3 3x4 = 3x4 = 3x6 = 3x8 = 3x4 = 3x4 = 4x5 = 4x5 = ' LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefi Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.13 14-15 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.34 14-15 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(TL) 0.09 10 n/a n/a ' BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.10 12 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 15=1332/0-8-0, 10=1332/0-8-0 Max Harz 15=113(LC 11) Max Upliftl5=-349(LC 12), 10=-284(LC 12) PLATES MT20 GRIP 244/190 Weight: 184 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-2 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 (lb) or less except when shown. TOP CHORD 1-2= 316/91, 3-4=-1746/807, 4-23=-1978/992, 23-24=-1978/992, 5-24=-1978/992, 5-25= 19781992, 25-26=-1978/992, 6-26=-19781992, 6-7=-1746/807, 8-9=-316/91 BOT CHORD 1-15=-65/305, 14-15=-601/1358, 13-14=-564/1,562, 12-13=-564/1562, 11-12=-551/1562, 10-11=-588/1358, 9-10=-65/306 WEBS 3-14=-40/332, 4-12=-283/586, 5-12=-433/352, 6-12=-283/586, 7-11=-40/332, 3-15=-1746/1060, 7-10= 1746/1059 NOTES 1) Unbalanced roof live loads have been considered for this design.` n a I� 2) Exip B; Encl. GCpi V0.118; MW FRS (deer toncond al) nd C-C Exteriust) Vasd=1 or() 0-0- to 3-7 BCDerior(1) 3-7-3 t f t111-0-0, Exter ofr(2) 11 0 O to Cat. II; `NO�P. E N• 30-3-1, Interior(1) 30-3-1 to 3&0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown;:��� S� v9'�,* Lumber DOL=1.60 plate grip DOL=1.60 ` 3� 3) Provide adequate drainage to prevent water ponding. 4 3938 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wil; fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 lb uplift at joint 15 and 284 lb uplift at .: joint 10. �.O ATE r 7) "Seml-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 0- • A� R Q` ���,, .• 1O N A� E�C� % 11111 FL Cert. 6634:�] August 10,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 0211612015 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.� Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer Bracing shown Is for lateral support of Individual web members orgy. Additional temporary bracing to Insure stability during construction is the responsibillity of the M iTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. L'ee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 T7322141 501891 Hip 5-4-0 1 Job Reference (optional) 7.630 s Jul 28 2015 MiTek Industries, Inc. Mon Aug 10 10:37:42 2015 5x5 = 3x4 5x5 = = 4 24 5 25 6 2-4.0 Scale=1:62.3 16 15 14 1G 11 2x4 II 4x5 = 2x4 II 4x4 = 3x8 = 3x6 — 3x8 = 4x4 = 4x5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.22 12-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.61 12-14 >620 240 BCLL 0.0 Rep Stress [nor YES WB 0.40 Horz(rL) 0.07 10 n/a n/a BCDL 10.0 Code FBC2014lrP12007 (Matrix-M) Wind(LL) 0.08 14 >999 240 Weight: 191 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabifizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 16=1332/0-8-0, 10=1332/0-8-0 Max Harz 16=-134(LC 10) Max Upliftl6=-349(LC 12), 10=-284(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-17481772, 3-23=-1693/787, 3-4=-1671/802, 4-24= 1496/801, 5-24=-1496/801, 5-25=-1496/801, 6-25=-1496/801, 6-7=-1671/803, 7-26=-16931788, 8-26=-1748/772 BOT CHORD 14-15=-641/1567, 13-14=-614/1626, 13-27= 614/1626, 27-28=-614/1626, 12-28=-614/1626, 11-12=-628/1563 '£' WEBS 2-16=-1210/725, 2-15=-796/1610, 4-14=-87/394, 5-14=-300/202, 5-12=-300/202, Fi t 6-12=86/394, 8-11=-795/1610, 8-10= 1210l725 T' NOTES- � 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. II;%e,,�� nn� 28 4 0, I teriorr�(1) 28 4 0 to 6-0-0 zone; tcant cantilever left and ional) and C-C xr ghtrex)po exposed tC-C for members ) and forces & MW RSIfor 2reactiol stshown; ,���,�` :. C E N ��c7 is�.0 Lumber DOL=1.60 plate grip DOL=1.60 ����.••\,\ S' ••••.9' 3) Provide adequate drainage to prevent water ponding. '•� i� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 39380 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 wily: yk fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 lb uplift at joint 16 and 284 lb uplift at +cis {� joint 10. •; (� 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. = O . ATE • FL Cert. 6634 August 10,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 02/16/2015 BEFORE USE. Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and Is for an Individual building component.' Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibilllty of the MiTek' erector. Additlonal permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 11. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T7322142 501891 A04 Hip 1 7 Job Reference o t1 -1 a 9l11 C Dana i I IbbelIS Lumber GO, ralm tray , rL ..... -.-...---...--...._........ . . . . .. . . . I D:N L9ciFEmMNu?o36VCPhZulz2odU-KtBfOnOBje6XsV7FrRH 1 J RLnTxmUrGUNKgsXW IypHx6 204 -4 15-0-0 21-0-0 274-0 33-8.0 No 2-4-6 6-0-0 6-4-0 6-o-o 6-0-0 6-4-0 2-4-0 Sx8 = 4 25 5x5 = 26 5 Scale = 1:62.3 2x4 II 4x4 3x8 3x6 = 11 10 9 4x5 = = = 4x5 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.05 12-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.14 14-15 >999 240 BCLL 0.0 " Rep Stress Incr YES WB 0.38 Horz(TL) 0.02 11 n/a n/a " BCDL 10.0 Code FBC2014fTP12007 (Matrix-M) Wind(LL) 0.04 14-15 >999 240 Weight: 192 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 4-12 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 8-8-0 except Qt=length) 16=0-8-0, 11=0-3-8. (lb) - Max Horz 16=-154(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 9 except 16=-291(LC 12), 10=-308(LC 12) Max Grav All reactions 250 lb or less at joint(s) 11 except 16=1053(LC 1), 10=1297(LC 1), 9=308(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. ti TOP CHORD 2-23=-1304/558, 3-23=-1241/576, 3-24=-964/507, 4-24=-893/525, 4-25=-565/428, t COPY 25-26=-565/428, 5-26=-565/428, 5-27=-615/396, 6-27=-688/378, 6-28=-115/336,, 7-28=-134/262 BOT CHORD 14-15— 435/1211, 13-14=-240/882, 13-29= 240/882, 12-29— 240/882, 11-12=-250/244, 10-11=-250/244 WEBS 2-16=-933/612, 2-15— 545/1101, 3-14=-388/225, 4-14=-41/380, 4-12= 453/214, 6-12=-390/931, 6-1 0=-1 171/677, 7-10— 256/98, 7-9=-204/290 ,,t%-`�vn�'n NOTES- ��O ••I^� G E N• �: T ',�� 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. II;� ' •� Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-7-3, Interior(1) 3-7-3 to 15-0-0, Exterior(2) 15-0-0 to 39380 26-1-2, Interior(1) 26-1-2 to 36-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions showy it Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ATE 441; fit between the bottom chord and any other members, with BCDL= IO.0 sf. O 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=1b) '�'• < 0 R \ 0 P'�• \��� 16=291, 10=308. Ili ss " • •'' \�\� �, 7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. "Till O N 111101 FL Cert. 6634 August 10,2015 ® WARNING - Verily design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 0211612015 BEFORE USE. Design valid for use only with MRek connectors. This design is based only upon parameters shown, and Is for an Individual building component.� Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the MiTek• erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, qualify control, storage, dellvery, erection and bracing, consult ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate Institute. 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T7322143 501891 A04A Hip 1 1 Job Reference (optional) .. r..,. 1.Ann A,.n 1l11n•q7•dd Ol115 Psnn 1 I IM011$ LDmDer UO, Farm [say , t-L • • VCPhZulz2od - ..... -_ ...___.._- ID:NL9ciFEmMNu?o3BVCPhZulz2odU-o411 e7RpUxEOTfiROBoGsiuyGL4eagVWYKb42BypHxS 2-4-0 8-8-0 15-a0 21.0-0 27-4.0 33.8-0 36•a0 2-4-0 6-0-0 6-4-0 6-ae 6-4-0 6-4-0 2-4-0 Scale = 1:62.3 5x8 = 5x5 = 4 24 25 5 2x4 II 4x4 = 3x6 = 3x8 = 4x4 = 2x4 II 4x5 = 4x5 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.48 Vert(LL) -0.09 13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.24 13-14 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0.08 13-14 >999 240 Weight: 192 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-8 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 4-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 15=1332/0-8-0, 9=1332/0-8-0 Max Horz 15=-154(LC 10) Max Upiiftl5=-349(LC 12), 9=-284(LC 12). FORCES. (lb) - Max. Comp./Max. /Max. Ten. - All forces 250 (lb) or less except when shown. ( ) P• ( ) P TOP CHORD 2-22= 1820/773, 3-22=-1756891, 3-23=-15681759, 4-23=1497l778, 4-24-1387/787, ty�j s a 24-25=-1387/787,5-25=-1387/787,5-26=-1497/778,6-26= 1569/759,6-27=-1756/792, 7-27=-1820/773 jJJ BOT CHORD 13-14=-633/1630, 12-13=-472/1387, 12-28=-472/1387, 11-28— 472/1387, 10-11=-622/1621 WEBS 2-15= 12101733, 2-14= 747/1587, 3-13=-308/185, 4-13= 21/338, 5-11=-33/338, 6-11— 311/185, 7-10=-746/1586, 7-9_ 1210/733 ,�{ <{ 1111►/��� NOTES ,%�,p1 w n Ps . n'�I�i 2) Windt ASCE1) Unbalanced roof live 7-10; Vuoads have been considered for 60mph (3 second gust) Vasd this 124mph; TCDL=4.2pst; BCDL=6.Opsf; h=15ft; B=45ft; L=36ft; eave=sit; Cat. II; ,�0\V�\C ENS".. N S� vq/���s� Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-7-3, Interior(1) 3-7-3 to 15-0-0, Exterior(2) 15-0-0 to ter' s � 26-1-2, Interior(1) 26-1-2 to 36-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions showrI 0 39380 Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. _ 4 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) —This truss has been designed for alive load of 20.0pst on the bottom chord in all areas w'nere a rectangle 3-6-01all by 2-0-0 wide w14 — fit between the bottom chord and any other members, with BCDL = 10.Opsf. ATE • 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except 6t=lb) 15=349� 0� •, �. P ��,� 9=284.O 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. si�s r: 1 nil FL Cert. 6634 August 10,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II.7473 rev. 0211612016 BEFORE USE. Design valid for use only with Mflek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not Truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblilty of the MiTek erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrlcatlon, quality control, storage, delivery, erecl(on and bracing. consult ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply J1.1 77322144 501891 A05 HIP 2 Reference o tional 7 630 Jul 28 2015 MTek Industries Inc Mon Aug 10 10.37:45 2— Page 1 Tibbetts Lumber Co, Palm Bay, Fl. s I D:N L9ciFEmMPI u?o3BVCPhZulz2odU-GGJQrTRRFFMF5pHeyrJVOsQ611PAJ0Qgn_LdadypHx4 2- s-0•o 10-0-o 17-0-0 19-ao 25-8-0 29-8-0 3&B-0 36ao 2-0.0 4-40 4-0-0 6-8-0 2-0-0 6.8-0 4-40 4-0.0 Scale = 1:62.3 3x4 = 3x4 = 3x6 = 3x8 = 6x6 = sx4 — nxo = 4x5 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 TCDL 7.0 Lumber DOL 1.25 BC 0.55 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 BCDL 10.0 Code FBC2014fTP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 17=986/0-8-0, 12=1354/0-8-0, 11=323/0-8-0 Max Horz 17=-175(LC 10) Max Upliftl7= 561(LC 12), 12— 773(LC 12), 11=-118(LC 12) MaxGravl7=986(LC 1), 12=1354(LC 1), 11=382(LC22) 3x4 = DEFL. In (loc) I/dell Ud Vert(LL) 0.16 16-17 >999 240 Vert(TL)-0.2016-17 >999 240 Horz(TL) 0.03 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 207 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation pulde. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. f L p TOP CHORD 3-4=-1083/1301, 4-25=-664/813, 5-25=-588/833, 5-6=-460/742, 6-26=-500/741, 7-26= 575/722, 7-8_ 217/316 BOT CHORD 16-17=-958/909, 15-16=-1066/975, 14-15=-1066/975, 13-14= 499/550, 12-13= 240/370 WEBS 3-17= 1097/1100, 4-16=-268/252, 4-14=-520/685, 5-14=525/359, 5-13=-419/464, 7-13=-888/831, 7-12=-1081/1100 NOTES- 11111111� 1) Unbalanced roof live loads have been considered for this design. ����`, S A. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. II; ,� -AP. .. Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0.0-0 to 3-7-3, Interior(1) 3-7-3 to 17-0-0, Exterior(2) 17-0-0 to 19-0-0, Interior(1) 24-1-2 to 36-0-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & ♦� \ G E N S' • •9 ,�� MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ~•�?�'`'' J3938 3) Provide adequate drainage to prevent water ponding. 4-ATE 39380 ,. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wiltfit between the bottom chord and an other members.6) Provide mechanical connection (by thers) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at=lb) 17=5 Z12=773,11=118. = • 7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. S 1� N Ail- � ���. 11111111 FL Cert. 6634 August 10,2015 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 02116/2015 BEFORE USE. Design valid for use only with Iv111ek connectors. This design Is based only upon parameters shown. and Is for an Individual building component. �9 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity, of the MiTek• erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing. consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type aty, 1 ly T7322145 501691 A06 COMMON 6 1 Job Reference (optional) .. I��128 2015 MiTek industries incAMn A— 1n 1n•37'46 9015 Pace 1 ribbetts Lumber Co, Palm Bay, FL ,,..... �.. �..... ............___...__, ..._...._...._, . _ . _._.. _ _- I D:NLgciFEmMNu7o3BVCPhZulz2odU-kSto3pS40ZU 5jzsgW Zgkx4zJ 1 gIE2YTpOe5B64ypHx3 2-4-0 7-6.11 12-9-5 18-a0 23-z-11 L: 33-8-0 36-ao 2-4-0 5-2-11 5.2-11 5-24 5-2-11 5-2-11 5-2-11 2.4-0 Scale = 1:61.2 5x5 = 15 12 1 1 .., 3x4 = 6x6 = 3x6 = 3x8 = 6x6 = 3x4 = 4x5 = 4x5 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stresslncr YES Code FBC2014/TP12007 CSI. TC 0.40 BC 0.56 WB 0.69 (Matrix-M) DEFL. in (loc) I/deft L/d Vert(LL) 0.15 14-15 >999 240 Vert(TL) -0.19 14-15 >999 240 Horz(TL) 0.03 11 n/a n/a PLATES MT20 Weight: 192 lb GRIP 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-13 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 11=1424/0-8-0, 10=272/0-8-0, 15=967/0-8-0 Max Horz 15=-185(LC 10) Max Upiifti 1=-81 O(LC 12), 10=-91(LC 12), 15=-551(LC 12) Max Grav 11 =1 424(LC 1), 10=352(LC 22), 15=967(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1017/1218, 4-23=-543l713, 5-23= 484/728, 5-24=-484l730, 6-24=-543/715, 6-7=-335/479 BOT CHORD 14-15— 957/955, 13-14=-751/785, 12-13= 751/785, 10-11=-227/315 WEBS 5-12=-325/217, 6-12=-567/530, 6-11=-1127/1112, 7-11=-314/298, 7-10= 349/264, 4 cx g s r is ` 4-12=-498/587, 4-14= 414/319, 3-15=-1054/1046, 2-15=-267/250 a NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=36ft; eave=5f1; Cat. 11; ,"rttt Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-7-3, Interior(1) 3-7-3 to 18-0-0, Exterior(2) 18-0-0 to � --AA PS A • q� �I,♦ 21-7-3 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions �� �`v. • • • • •. shown; Lumber DOL=1.60 plate grip DOL=1.60 `1`.••�,�c E N SF�'i♦si 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.i� 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 39380 fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100.Ib uplift at joint(s) 10 except Qt=lb) _ 11=810, 15=551. {� 6) Semi -rigid ochbTeaics including heels' Member end fixity model was used in the analysis and design of this truss. 4U 0 .• ATE • ♦,.#4f j� N A% —I nit FL Cert. 6634 August 10,2015 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 02f16/2015 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for on Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer -not truss designer. Bracing shown �o Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslbilllfy of the MiTek` erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery. erection and tracing, consult ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insfitute, 781 Id. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 UUU T7322146 'uaa "•"" rr - 501891 8.101 Jack -Open 8 1 „_,______ ,__,,--- n 3-0-0 2x4 II 5 Scale=1:10.9 2-8-0 2-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(TL) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(fL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) -0.00 5 >999 240 Weight:11 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 3=-90/Mechanical, 4= 108/Mechanical, 5=415/0-8-0 Max Harz 5=44(LC 12) Max Uplift3=-90(LC 1), 4=-108(LC 1), 5=-204(LC 12) Max Grav3=40(LC 12), 4=57(LC 12), 5=415(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250;(Ib) or less except when shown. TOP CHORD 1-2= 256/173 BOT CHORD 1-5=-212/328 WEBS 2-5— 217/379 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Sfabi#zers and rWired ci iss bracfnn3' be Installed during truss erection, In accordance with Stabilizer Installation guide fi:9 NOTES- f 1) WInd: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCD L=6.Opsf; h=15fh B=45ft; L=24fh eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone; cantilever left and fight exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ��� f II f 111/ ti 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. l `��� i l A. lee 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 - n P. fit between the bottom chord and any other members. �O� ' 4) Refer to girder(s) for truss to truss connections. ���`Z`.'��,\C' E N 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 4=10✓). i , 5=204. _ 0 39380 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. * ' Na: ATE r •�� • i FL Cert. 6634 August 10,2015 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 02fM2016 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.' Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members oNy. Additional temporary bracing to Insure stability during construction Is The responsibility of the MOWerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery• erection and bracing. consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Imittute. 781 N. Lee Street. Suite 312. Atexandrkt VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty PlY T7322147 501891 BJ03 Jack -Open 8 1 Job Reference (optional) 7 63D s Jul 28 2015 MTek Industries, Inc. Mon Aug 10 10:37:47 2015 Pagel i iooerrs LumDer co, raim Day, rL 2x4 11 5-0-0 I D:N L9ciFEmMN u?o36VCPhZulz2odU.Cf RAG8TinscyK7RO4GLzUHVYOZBOn9YyElgkf WypHx2 Scale = 1:15.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 4-5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(TL) 0.00 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES ' WB 0.06 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014lTP12007 (Matrix-M) Wind(LL) -0.01 4-5 >999 240 Weight: 17lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 3=43/Mechanical, 4=6/Mechanical, 5=317/0-8-0 Max Harz 5=75(LC 12) Max Upiift3— 32(LC 12), 5=-127(LC112) Max Grav3=47(LC 17), 4=31(LC 3), 5=317(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 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. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 279/193 %`�,{ ` R;i:+� BOT CHORD 1-5=-241/360 s WEBS 2-5=-201/335 NOTES - Wind: ASCE 7-10; Vult=160mph (3-second,gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15fh B=45ft; L=24ft; eave=4ft; Cat. Ii; t Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed ;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 ♦,,�! PS A q� ��I� fit between the bottom chord and any other members. ,.......,�. �i 4) Refer to girder(s) for truss to truss connections. ,,��•,.��G E N S ram.°•.-9�� i� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 5=127. 39380 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. * : • '� AT :�� • ' O 1 s �O N A� E�%%% n FL Cert. 6634 August 10,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 0211612015 BEFORE USE. Design valid for use only with MTTek connectors. This design Is based only upon parameters shown. and Is for an Individual building component.' Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MiTek• fabdcatlom quality control, storage. delivery, erection and bracing, consult ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 31 Z Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T7322146 501891 BJ05 Jack -Open 8 1 Job Reference (optional) Tibbetts Lumber Co. Palm Bay , FL 5 2x4 11 7-0-0 7.630 s jui 26 2016 Mi ek indusuros, inc.y 10 w.��.-. � �.. �.. � so , I D:N LgciFEmMNu?o3BVCPhZulz2odU-Cf RAGBTinscyK7R04GLzU HV W VZBPnBMyElgkf WypHx2 Scale = 1:20.6 4-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.01 4-5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.03 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.01 3 n/a nfa BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) -0.01 4-5 >999 240 Weight: 23lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No? Nfffek rec7ormmends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=99/Mechanical, 4=36/Mechanical, 5=378/0-8-0 Max Horz 5=105(LC 12) Max Uplift3=-64(LC 12), 5=-129(LC 12) Max GraV3=99(LC 1), 4=73(LC 3), 5=378(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 1-5=-139/263 ATo WEBS 2-5=-277/404 ` H ► �{ 6 NOTES- ( 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 zone; cantileverleft and Id right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tail 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. ♦ O .. •' • • • • • • • • • e �I 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) ,%.\ •."\ G EN 5=129. w j 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ` O 39380 •�� ,. Z fQ �.� . ATE r 00 OR FL Cert. 6634 August 10,2015 ® WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 02N6/2015 BEFORE USE. Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of bullding designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stablllty during construction Is the responslbilllty of the MOWerector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication• quality control• storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avoilable from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty I T7322149 501891 CJ07 Diagonal Hip Girder 4 1 Job Reference (optional) I IDDarS LUMDer co, ralm Pay , rL --- - -- -- -- ---- tU- I D:N L9ciFEmMP! u7o36VCPhZulz2odU-gr_YTU UKYAkpyGODd_tCOV2bAyPOW ae6TyaHByypHxl 3-2.4 7-" 12.8.0 3-2-4 4-7.2 4-10-10 Scale = 1:25.8 3x4 II 4 5 Jx4 — 9 2x4 11 0 2x4 11 3x6 = 2-8-9 •5-1 4-7-2 4-10-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ydefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.05 7-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.12 7-8 >944 240 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0.04 7-8 >999 240 Weight: 55lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 9=297/0-11-5, 7=304/Mechanical Max Harz 9=135(LC 8) Max Uplift9=-336(LC 8), 7=-134(LC 8) Max Grav9=510(LC 31), 7=327(LC 28) Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. 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. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 1-2= 409/693, 2-13=-418/233, 13-14=-371/196, 3-14=-328/180 9y„ _ BOT CHORD 1-9=-794/416, 9-16= 200/281, 16-17=-200/281, 8-17=-200l281, 8-18=-200/281, � -� ' 0 P 7-18= 200/281 WEBS 2-9=-289/150, 3-7=-299/221 Lo NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; `i1101 ill Exp B; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 e,,�1 S A 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,� . t� P• • • • • 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 `�� �\`•r•` `G E N S fit between the bottom chord and any other members. •• �, �`� �� 4) Refer to girder(s) for truss to truss connections. •7"ef 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 9=336`4.AT 39380 —{ 7=134. v 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) 80 lb down and 166 lb up at 4-2-1, : f� 80 lb down and 166 lb up at 4-2-15, 65 lb down and 55 lb up at 7-0-14, 65 lb down and 55 lb up at 7-0-14, and 88 lb down and 87 lb- iat 9-10-13, and 88 Ib down and 87 Ib up at 9-10 13 on top chord, and 40 Ib down and 136 Ib up at 4-2-15, 40 Ib down and 136 ib up a� E 4-2-15, 7 lb down and 26 lb up at 7-0-14, 7 lb down and 26 lb up at 7-0-14, and 24 lb down and 6 lb up at 9-10-13, and 24 Ib down and..0� •,• �. Q ��,� 6 lb up at 9-10-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 0 R 10 •`• e� 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). IsSI Q N 1- �,, LOAD CASE(S) Standard 4f1111111 JAI 111111, 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5� 14, 6-10— 20 FL Cert. 6634 August 10,2015 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 0211612016 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.' Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stabllityduring construction Is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T7322149 501891 CJ07 Diagonal Hip Girder 4 1 Job Reference (optional) ann.. 6J oo 201 r m I eK Industries Inc Mnn Aun 10 t n•37A 2015 Paae 2 I Wells LumDar Loo, Yalm bay , t-L ,.w..�...u�..�.�........... ...___...__�..._...._...._�._ ID:NL9ciFEmMNu?o3BVCPhZulz2odU-gr_YTU UKYAkpyGODd_tCOV2bAyPOW ae6TyaHByypHxl LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 13=123(F=61, B=61) 14=66(F=33, B=33) 15=-45(F=23, B=-23) 16=155(F=78, B=78) 17=41(F=21, B=21) 18=-16(F=-8, B=-8) r A ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEIVREFERANCE PAGE MI1-7473 rev. 0211612015 BEFORE USE. Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and Is for an Individual building component.' Applicability of design parameters and proper Incorporation of component Is responsibility of bullding designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the MiTek• erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T7322150 501891 EJ07 Jack -Open 20 1 Job Reference (optional) Tibbetts Lumber Co, Palm Say, FL I D:N L9ciFEmMNu?o3BVCPhZulz2odU -81 YwhgUyJ Utga(]bPBhORZibnAMgkF2bFicJrjOypHxO 4-8-2 4-3-1 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ((oc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.06 4-5 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.17 4-5 >473 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0.02 4-5 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (ib/size) 3=147/Mechanical, 4=58/Mechanical, 5=457/0-8-0 Max Horz 5=135(LC 12) Max Uplift3= 92(LC 12), 5=-139(LC 12) Max Grav3=147(LC 1), 4=109(LC 3), 5=457(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-316/242 BOT CHORD 1-5— 303/415 WEBS 2-5=-377/493 Scale: 1/2°_V PLATES GRIP MT20 244/190 Weight: 29 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 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 Quide. � NOTES- / � � � 1) Wind: ASCE 7-10; Vult=160mph (3-se6ond gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft B=45ft; L=24ft eave=4ft; Cat. II; ' Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-11-4 zone; cantilever left and +i� ,r right exposed ;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. ���w A p,S A 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 ��� 0\�': •' • • • ��i fit between the bottom chord and any other members. ,`�� ••.��G E N 3�:•.;9��i� 4) Refer to girder(s) for truss to truss connections. �'• `' 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 0 39 380 5=139. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. AT E r- 4 FL Cert. 6634 August 10,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 02/16/2015 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. Applicability of design parameters and proper Incorporation of component Is responslbfllfy of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibllllty, of the MiTek• erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Symbols Numbering System JA General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0'1/la' 6-4-8 1 dimensions shown in ft-in-sixt (Drawings not to scale) 2 3 TOP CHORDS WEBS 4 O co U Epp � U a_ O For 4 x 2 orientation, locate ro BOTTOM CHORDS plates 0-1r14' from outside edge of truss. 8 7 6 5 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 LOCATI.ON___ Indicated by symbol shown and/or by text in the bracing section of the output, Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but 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, 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 a- O t— © 2012 MiTek® All Rights Reserved m MiTek � MiTek Engineering Reference Sheet: Mll-7473 rev. 02/16/2015 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 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 atjoint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 1995 at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental. health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.