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Home My WebLink AboutTRUSSLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss desig s rely, on lumber values established by others. '��NNE ja BY St. Lucie CouMy RE: I2861855_BECKLING_RES - RJM Custom Homes_2861855_BECKLING RES MiTek USA, Inc. Site information: 1166h0�e23ee,S��wingley Ridge Rd Customer Info: RJM CUSTOM HOMES Project Name: - Model: 2861855_BECKLING�tE?ld, MO 63017 Lot/,, 3lock: - Subdivision: - Add ess: 1621. TIMBERLAKE DR, - City!' FORT PIERCE State: FL Nam: Address and License # of Structural Engineer of Record, If there is one, for the building. Nam License #: Addr ss: `''lli State: Gen' ral Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loa I ing Conditions): Desi n Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.5 Wind,I Code: ASCE 7-16 Wind Speed: 170 mph Roof �oad: 37.0 sf p Floor Load: N/A psf This'oackage includes 2 individual, Truss Design Drawings and 0 Additional Drawings. With I�ly seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet confo�ms to 611315-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I15eal# Truss Name Date 2 29587914 AH17ATTR 1/13/23 The trus$ drawing(s) referenced above have been prepared by MiTek USA, Inc. under mllll II�direct supervision based on the parameters I F provide Builders FirstSource (Fort Pierce). Truss Dsign Engineer's Name: Lee, Julius My lice' a renewal date for the state of Florida is February 28, 2023. 1111, IMPORT I�I NT NOTE: The seal on these truss component designs is a certification that the en0neer named is licensed in the jurisdiction(s) Identified and that the designs co ' ply with ANSI/TPI 1. These designs are based upon parameters shown (e.g loads, supports, dimensions, shapes and design codes), which were given to Mi ek or TRENCO. Any project specific information included is for MITek's or TRENCO's �ustomers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicabili '�bf the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate ill hese designs into the overall building design per ANSUTPI 1, Chapter 2. January 14,2023 Lee, Julius 1 of 1 Job 'I�AH�11 Truss Type Qty772 M Custom Homes 2861855_BECKLING RES 2861855 SEC LING R FLAT GIRDER 1 T29587913 b Reference (optional) JG 1UNIT OAJU s UM r ZUZ[ MIIeK Industries, inc. t•n Jan w lb:=34 zuz3 Page 1 ID:04mSCDre4HgPrm7D7pYzTJyIHgI-KxFICdsLuiHBg7DubgOdllfYlU 456jEleyjVmzvjcV 5-3-14 B-2-2 8-2-2 8-3 14 Scale=1:56.2 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5x8 NAILED NAILED 2x4 II 46 = NAILED 3x8 = NAILED 4x6 = 2x4 II NAILED NAILED 5x8 = 1 15 16 17 18 192 20 3 21 22 23 4 24 25 . 5 26 27 6 28 29 30 31 32 7 I I It 14 333435 36 1312 37 38 39 1140 41 42 10 43 944 45 46 47 8 3x6 I AILED NAILED NAILED 4x12 = 4x6 = NAILED NAILED 2x4 II NAILED NAILED 4x6 = 4x12 — NAILED NAILED 3x6 11 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 8-3-14 16-6-0 24-8-2 33-0-0 8.3-14 B-2-2 8-2-2 B-3-14 REPAIRS REQUIRED Plate Offsets X,Y — 3:0-3-),Edge], 5:0-3-0,Ed e LOADING (3f) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 2,90 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.37 11 >999 240 MT20 244/190 TCDL 170 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.45 11-13 >863 180 BCLL 0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.08 8 n/a n/a BCDL 1. 0 Code FBC2020/TPI2014 Matrix-SH Weight: 346 lb FT = 20% LUMBER- I BRACING. TOPCHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1 BOT CHORD 3-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-13 oc bracing. 2x4 SP No.1 `Except` WEBS 1 Row at midpt 1-13, 7-9 110-12: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 14=Mechanical, B=Mechanical I Max Horz 14=-239(LC 4) Max Uplift 14=-1622(LC 8), 8=-1656(LC 8) Max Grav 14=2571(LC 26), 8=2629(LC 25) FORCES. (11 Max. Comp,/Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORDII 1-14=-2409/1655, 1-2=-4849/3120, 2 4=-4849/3120, 4-6=-4853/3123, 6-7=-4853/3123, 7-8=-245111692 BOT CHORD 13-14=-257/240, 11-13=-3861/6307, 9-11=-3861/6307 WEBS 1-13=-3231/5137, 2-13=-999/1020, 4-13=-1605/1001, 4-11=0/618, 4-9=-1599/998. 6-9=-1000/1023,7-9=-3232/5139 �j NOTES- (1 1) Repair Co. �� .. { •••-. tion: web 2-13 has 0-2-0 long break centered at 1-1-2 above joint 13. •��G E N'S'�.. ��% 2) Apply 46" to ��~ • g 2x4 SP No.2 scab to each outside face of damaged web with 2 row(s) of 10d (0.131 "x3") nails • s• ��, spaced 4" �f o' . from each face. Minimum 0-3-0 end distance. 3) 2-ply truss t; Ilbe connected together with 1Od (0.131"x3") nails as follows: -r - Bottom chor�s connected as follows: 2x4 - 1 row at 0-9-0 Do. Webs conne ed as follows: 2x4 - 1 row at 0-9-0 Do. 4) All loads arepoonsidered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connects, ,ts have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 5) Wind: ASCE -16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; E6 I., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 pl to grip DOL=1.60 6) Building Des' ner / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of lIlI is truss component. 7) Provide adel ate drainage to prevent water ponding. 8) This truss ha been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss AS 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 betwe rI the bottom chord and any other members. 10) Refer to gir' er(s) for truss to truss connections. January 14,2023 ® WARNING i arify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. W1912020 BEFORE USE. • Design valid fo se 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; Bredng Indicated is to prevent buckling of individual truss web and/or chard members only. Addt'.nel temporary and permanent brecing MiTek- Is always requl' d for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stor ye, delivery, erec8on end bracing of trusses and truss systems, see ANS" I Ouallty Criteria, OSB-69 and BCSI Building Component 16023 Swingiey Ridge Rd Sa/ety Inlorm. on available from Truss Plate InsBtute, 2670 C.in Highway, Suite 203 Waldorf, MD 20601 Chesterfield, NO 63017 Job Truss Truss Type Qty Ply RJM Custom Homes 2661855_BECKLING RES 2861855_BE i LING_RES o„ ae c,T,�^„ - o AH7A TR FLAT GIRDER 1 T29587913 Job Reference o tional NOTES- 11) Provi 12) "NAit 13) "This the bi LOAD CA 1) Dead + rn asn w Iom4;: zuza rage z (13) ID:04mSCDre4HgPrm7D?pYzTJyIHgI-KxFICdsLuiH8g?DubgOdllfYlU 456jEleyjVmzvjcV mechanical connection (by others) of truss to bearing plate capable of withstanding 1622 lb uplift atjoint 14 and 1656 lb uplift at Joint 8. )" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. lnufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of ling designer per ANSI TPI 1 as referenced by the building code." Standard Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 S (plf) 1-7=54, 8-14=-20 Loads (lb) 3=-99(F) 12=-48(F) 15=-99(F) 17=-99(F) 18=-99(F) 19=-99(F) 20=-99(F) 21=99(F) 23=-99(F) 24=99(F) 25=-99(F) 26=99(F) 27=-99(F) 28=99(F) 29=-99(F) 99(F) 32=-99(F) 33=48(F) 34=-48(F) 35=48(F) 36=-48(F) 37=48(F) 38=48(F) 39=48(F) 40=-48(F) 41=-48(F) 42=-48(F) 43=-48(F) 44=-48(F) 45=-48(F) 48(F) 47=-48(F) January 14,2023 ® WARNING enfy tlesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. S118l2020eEFORE USE. Design valid far use only with MITek® connectors, This design is based only upon parameters shown, and Is for an Individual building component, not a truss systemi efore 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. Additionaltempomry and permanent bracing mi. k- Is always requl, H for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding We fabrication, stor ge, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 quality Criteria, DSB•69 and SCSI Building Component Safety Informs on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M16023 Swingley Ridge Rd020601 Chesterfield, MO 63017 Job Truss Truss Type Qty ply RJM Custom Homes-2861855 BECKLING RES 2861855—BE LING RES AH17A TR Half Hip 1 1 T29587914 Job Reference (optional) NII I tlR InUUSlneS, InC. rn Jan ", 10:9/:ou TUCJ "age 7 ID:04m SCDre4Hq Prm7D7pYzTJyI Hgl-EvgzG2m KUsi572NxoryMcOfoCEe QvGxUO24geMzvj h n 5 124 115-0 16-0-0 17-1-1 24 4-0 33-0-0 5-10:4 5.6-12 4-7-0 1-1 7-2.8 8-7-12 5x8 = 3x4 = 3x6 = 2x4 II Sx6 = 3 20 4 21 22 5 6 23 24 7 11,1 4x6 18 17 16 15 13 12 3x6 II 3x4 = 3x6 = 5x8 = 2x4 11 2x4 11 Scale=1:65.0 5-10-4 11-5-0 16-0017-1-1 24.44 33-M 5-10-0 5-0-12 4-7-0 -1-1 7-2-8 8-7-12 REPAIRS REQUIRED i Plate Offsets X Y - 3:0-6-0 0-2-8 , 8:Ed a 0-3-8 , 14:0-6-0,013-0 LOADING (' f) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 2,00 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.20 8-9 >999 240 MT20 244/190 TCDL 70 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.37 8-9 >999 180 BCLL 0 Rep Stress Incr YES WB 0.77 Horz(CT) -0.08 8 n/a n/a BCDL 190 Code FBC2020/TP12014 Matrix-SH Weight: 247 lb FT = 20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 "Except* 4-13: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except* 7-8: 2x4 SP No.2 WEBS I REACTIONS.(size) 8=Mechanical, 18=Mechanical Max Horz 18=562(LC 9) Max Uplift 8=-764(LC 12), 18=-737(LC 12) Max Grav 8=1496(LC 17), 18=1519(LC 17) FORCES. (Ib - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD I 1-2=-1529/898, 2-3=-1573/1071, 3-4=-2021/1358, 4-6=-1498/1083, 6-7=1498/1083, 7-8=-1318/1003, 1-18=-1431/926 BOT CHORD 17-18=-755/555, 15-17=-1292/1475, 9-14=-1533/2089 WEBS 2-17=-395/410, 3-15=-528/422, 14-1 5=-1 184/1544, 3-14=-700/1149, 4-9=-672/509, 6-9=-513/564, 7-9=-1255/1891, 1-17=-804/1344 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 3-7-11 oc bracing. Except: 10-0-0 oc bracing: 13-14 1 Row at midpt 7-8, 3-15, 4-9, 7-9 NOTES- (1J) 1) Repair Conde }ion: bottom chord has 0-4-0 long break centered at 2-85 to the left of joint 8. 2) Repair Cond'}Ion: Missing or damaged plate(s) on both side(s) of truss at joint(s) 10. 3) Apply 40" loi�'g 2x4 SP No.2 scab to front side(s) of truss centered on damage located 2-8-5 to the left of joint 8 with 2 row(s) of 10d (0.131 ")3") ails spaced 2" o.c. from front face. Minimum 0-3-0 end distance. 4) Apply 54" loi 2x4 SP No.2 scab to both side(s) of truss centered on damage atjoint 10 with 2 row(s) of 10d (0.131"x3") nails spaced 4" o. I from each face. Minimum 0-3-0 end distance. 5) N/A 6) Wind: ASCE -10' Vult=110mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; En �., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-1-12 to 5-10-4, Intedor(1) 5-10-4 to 11-5-0, Exterior(2R) 11-5-0 to 19-II 0-13, Interior(1) 19-10-13 to 32-10.4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members andlforces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 7) Building Desi ner / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use ofl is truss component. 8) Provide adeq' ate drainage to prevent water ponding. 9) This truss ha' been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 10) " This truss as been designed for a jive 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 betwe ' n the bottom chord and any other members, with BCDL=10.0psf. 11) Refer to gp irdite (s) for truss to truss connections. ...-- -- ._.-.-..-..----- - - ....._...- ................_—. ----..—_...... - -- ....-._..--- ....--- — -Continued-on a..2—_. D WARNING-rtfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid foonly with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a Wss system, More use, the building designer must vedfy the applI biliry of design parameters end propedy Inwrporate this design Into the overall building design.g8radng indicated Is to prevent buckling of Individual truss weband/dr chord members only. Additional temporary end permanent bracing Is always require for slabiliry and to prevent collapse with possible personal Injury end properly damage. For general guidance regarding the febdcelion, star@' e, delivery, erec0on and bracing of Wsses and Wss systems, see ANSI//pl1 Quallry Cdteda, OSB-B9 and BCSI Building Component Sa/ety In/ormaa n available from Truss Plate Insil a, 2670 Crain Highway, Suite 203 aldorf.MD 20601 January 14,2023 MiTek' 16023 Swingley Ridge Rd Chesterfield, MO 63017 Job i' Truss Truss Type Qty MY RJM Custom Homes 2861855_BECKLING RES I, T29587914 2861855_BE LING_RES AH17A TR Half Hip 1 1 Job Reference (optional) NOTES. Ill--, men,—Y, r�oa000 a vim, r avaa r,uu. .— I .�,..,, ,,, �..,o�, ,,, . ,„ o„ ,.. III ID:04mSCDre4HgPrm7D7pYzTJylHgl-160LUOnyFAgylCy7MYTb8ECzyd fejBdFigOAozvjhm I (13) 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 764 lb uplift atjoint Band 737 lb uplift at joint 18. 13) "This rI anufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the bu I,ding designer per ANSI TPI 1 as referenced by the building code." January 14,2023 ® WARNI G - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design vau for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss sy tam. Before use, the building designer must vadty the applicability of design parameters and properly Incorporate this design Into the overall building d, ign. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mew always qulred 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, see ANSUTP11 Quality Criteria, DSB-69 and BCS1 Building Component 16023 Swingiey Ridge Rd Safety Inf4;ation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017