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a 50 "5-- Val F 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: Ml 1323 - M11323 MiTek USA, Inc. /auno:) apn-17s Site Information: 6904 Parke East Blvd.;uawyedao 6111:0wad Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: CARLTON MoJea(..n pdWh)36n 4115 04019 0 Ow Lot/Biock: Subdivision: Address: N/A 03AI3031d 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: FBC2017(TPI2014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 13 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T19864596 A 4/3/20 2 T19884597 A5 4/3/20 3 T19884598 A6 4/3/20 4 T19884599 A7 413120 5 T19884600 A8 413120 6 T19884601 A9 4/3/20 7 T19884602 GRA 413/20 8 T19884603 GRB 4/3/20 9 T19884604 J2 4/3/20 10 T19884605 J4 4/3/20 11 T19884606 J6 413/20 12 T19884607 J8 4/3/20 13 T19884608 KJ8 4/3/20 FILE Copy REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken Into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly Incorporate these designs Into the overall building design per ANSI?PI 1, Chapter 2. aG No 68182 00: STATE OF :4041/ A, Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 Velez, Joaquin 1 of 1 Job Truss Truss Type I IOty Ply T7988459fi M11323 A COMMON 9 �M11323 i Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL �1 4.00 12 Ass = 27 8,240a Mar 92020 MTek Industries. Inc. I'd Aar 3 07:54:27 2020 Scale-1:57.8 11 10 __ -. 14 -- 12 3X6 = 2X3 II 4z8 = 3.8 = 3x8 = Axe = as II 3x8 = t7-13 19:L13 21-7-3 277.4 34-0-0 7-03 S9-0 9.2.7 5-&0 &)A3 Plate Offsets (X,Y)- I2:0-0.2,Edgel. f10:0-0-2 Eduel LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/deff Ud PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.39 Vert(LL) 0.32 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.6114-15 >670 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Horz(CT) 0.12 10 me We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 163 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-11-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=04-0 Max Ho¢ 2=-179(LC 8) Max Uplift 2=-832(LC 10). 10=-832(LC 10) Max Grav 2=1362(LC 1), 10=1362(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (I e) or less except when shown. TOP CHORD 2-3=3419/2395, 3-5=2771/2031, 5-6=-2770/2152, 6-7=-2770/2152, 7-9=2771/2031, 9A0=-3419/2395 BOT CHORD 2.17=2132/3213, 16-17=-2132/3213, 14.1 5=-1 269/2000, 12-14=-2132/3213, 10-12=.2132/3213 WEBS 6-14=-635/983, 7-14=3131362, 9-14=-689/499, 6-15=-635/983, 5-15=-313/362, 3-15=689/499 NOTES. 1) Unbalanced roof live loads have been considered 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; save=6ft;.Cat. It: Exp C; End., GCpi=0.18; M WFRS (directional) and C-C Exterior(2) -1-M to 2-4-13, Intedor(1) 2-4-13 to 13-7.3, Extedor(2)13-73 to 20-0-13, Intedor(1) 204-13 to 31-7.3, Extedor(2) 31-7-3 to 35-0-0 zone;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) This Cass has been designed for a 10.0 psf bottom chord live load noncencurenl with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and anyother members, with BCDL = 10.Opsf. electronically Signed and 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 10011, uplift alioint(s) except tit=lb) sealed by Velez, Joaquin, PE 2=832, 10=832. 6) Hangegs) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 471le up at using a Digital Signature. 15-0-0. and 50 to down and 471b up at 19-0.0 on tap chord. The design/selection of such connection device(s) is the responsibility Printed copies of this of others. document are not considered 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signed and sealed and the LOAD CASE(S) standard signature must be verified 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on any electronic copies. Uniform Loads (plf) Joaquin Velez PE No.68182 Vert: 1-0=-54, 6-11=-54, 18-21=-20 MITakUSA, Inc. FL Cart 6634 Concentrated Loads (Ib) 8904 Parka East Blvd. Tampa FL 33610 Vert 26=50(F) 27=-50(F) Date: April 3,2020 ®WARNING -Verify design pemmetom antl READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIId473mv. 10/03R415 BEFORE USE. Design valid for use only with MTeMo connectors. Tde design Is based only upon parameters shown, and Is for an Individual taking component, and a truss syabm. Before use, Me building designer must wary Me applicability of design Amounted; and prop" M s porete Mls design Into Me overall building dougn. among Indicated is to prevuc prevent Making of MWtal Cass web antllor Word members only. Additional temporary and permanent bmung MtTek Is always r culred for stability and b prevent collapsawth possible personal Injury aM nobody damage. For genendauk mace mard ro Ma /abdw6on, Norege, tlellvary, ereNon and bradngM Wssaa antl tmu systems,see ANMMI1 Quality Cdfede,DS&99 antl BCS/Buflding Component 6904 Parke East Blvd. Sa/aty Information evallable ham Tmss PIeM Institute, 21a N. Lee Street, Suite 312, Alexendtla, VA 22314. Tampa, FL 36610 �2 5x8MTISHS II 4.00 12 Scale=1:59.8 13 12 Sx12 = 2.3 II 3.6 = 3x12 = 2.00 12 10-64 204-8 264-0 F4 34h0 1A 4.1m L'11A Plate Offsets (X Y)_ 12:0-1-15 Edger [4:0.3-0 Edged [10:0.0-6 Edged LOADING (psf) SPACING. 2-0-0 CSI. DEFL in (too) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.76 14 >639 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.1813-14 >344 240 MT18HS 244/190 SCLL 0.0 ' Rep Stress Ina YES WB 0.60 HoR(CT) 0.36 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 155 lb FT=0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2z4 SP No.3'Except' 6-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Hoe 2=179(1_0 8) Max Uplift 2=803(LC 10). 10=-803(LC 10) Max Gmv 2=1312(LC 1), 10=1312(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc pudins. BOT CHORD Rigid ceiling directly applied or 3-9-12 Do bracing. WEBS 1Row at midpt 6-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 260 (Ib) or less except when shown. TOP CHORD 2.3=5529/3776, 3-5=5164/3538, 5-6=.5209/3667, 6-7=-2424/1902, 7-9=.2462/1813, 9-10=-0195/2210 BOT CHORD 2-14=-3466/5266, 13-14=-1305/2115, 12-13=-194812995, 10-12=-1948/2995 WEBS 3-14=-355/314,5-14=2931354,6-14=-2175/3326,6-13=-279/534, 7-13=-237/277, 9-13=786/560, 9-12=0/269 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=1411; B=5211; L=34ft; eave=6fl; Cat. II; Exp C; Encl., GCpi=D.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 24-13, Interior(1) 2-4-13 to 13-7-3, Exterior(2) 13-7-3 to 20-64. Interior(l) 20.6-4 to 31-7-3. Extenor(2) 31-7.3 to 35-0.0 zone;C-C for members and tomes 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will 6t between the bottom chord and any other members. 6) Bearing atjoint(s) 2 Considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 2=803,10=803. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Ina. FL Cart 6634 6004 Parka East Blvd. Tampa FL 33610 Date: April 3,2020 ®WARNING - Umllydeslgnpammafersand READ NOTES ON THIS AND INCLUDED AIITEKREF£R£NCE PAGE 14I47473rcv, IOIOV2015 BEFORE USE. Design valid for use only wdM MiTeW consternate. This design is based only upon pommels. shown, and is fare. individual building component, not ��■■[E+ HV a truss system. Before use, the building designer must verify Me eppllmbilay a design parameters am property Incorporate adds design Into me overall bulldin9deegn. BmdnglMimtedlstopmv MbudngofiMMdmi WsswebanNoraoNmembateonly. Adddatalt.raMnarandpem,enentleacini, MITBk- IsalwaysrequiredforstabWayantlfoprevent wdlapse Cobb possible personal Injury and p cpaM damage. For general guidance enforcing Me betel oq Moan9e, dedhrery, erection and banding of trusses and truss systems, nee ANS&TN1 Quality Wards, DSB-89 and SCSI Bullying Component Sahfyln/omaVon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alecendda, VA22314. 6904 Parke East BIM. Tampa, FL 36610 Job Truss Truss Type Oty Ply M11323 T,9884598 M11323 AS SPECIAL 1 1 Job Reference II If ba, ha.., Pon Pierce, rL 3x12 = 4.00 12 2.00 12 6x10 MT18HS = 5.6 = 8.240 a Mar 9 9070 MiTek Indusmes, Inc. Fri Apr 3 07:54:29 2020 Sx6 = 2x3 II 106-0 15-0-0 18-0 201-8 25-01-11 34.0-0 100-0 4-5-12 •0-0 4-0-8 S.TA And 3.6 = Scale=1:61.9 Plate Offsets (X,Y)- 12:0-1.15 Edgel 13:0.3-0 Edoel 15:0-5-0 0-1-131 f7.0-2-7 Edge1 19:0-0-6 Edge] LOADING fast) SPACING- 2-(HO CSL DEFL. in (lot) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.69 14 >590 360 MT20 2441190 TCDL 7.0 Lumber COL 1.25 BC 0.93 Verb -0.9214A7 >443 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Inner YES WS 0.86 Hom(CT) 0.34 9 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 1571b FT=0% LUMBER - TOP CHORD 2x4 SP M 30'Except' 3-5,6-7: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Holz 2=-169(LC 8) Max Uplift 2=-803(LC 10), 9=-803(LC 10) Max Grav 2=1312(LC 1), 9=1312(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2.2-0 cc purling. BOTCHORD Rigid ceiling directly applied or 2-2-0 cc bracing. FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=549113336, 4-5=-5095/3071, 5-6=2314/1551, 6.8=-2398/1533, 8-9=-3199/1981 BOT CHORD 2.14=-3040/5224, 13-14=-1195/2361, 12-13=-1123/2199, 11-12=-1731/3D01, 9.11=-1731/3001 WEBS 4.14=-092/513, 5-14=1707/2959, 5-13=405/196, 6-13=-179/522, 8-12=-893/660, 8-11=0/303 NOTES- 1) Unbalanced roof live (cads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl.. GCpi=0.18; M WFRS (directional) and C-C Extenor(2) -1-0.0 to 2-4-13, Interior(1) 2-4-13 to 31-7-3, Extedor(2) 31-7-3 to 35-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing atioint(s) 2 considers parallel to grain value using ANSI/TPI l 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 Ib uplift at joint(s) except Qt=lb) 2=803,9=803. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Voles PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: April 3,2020 ®WARNING - Verify destgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mg-7473 rev, f0/03n015 BEFORE USE. Design We for use only wim Mrek® cunnectan. This design Is based only upon pemmabm shown, and Is for an Individual bu1Wiry component, not a bass system. Before use. the buidIng designer must verily Me appllcabiliry of design paremetsm and properly lnoorporafe dtla design Into 0e overall bulldingdeslgn. Badngindiwtedls Wprevent Wu ing OIWMdualbasevrebaMlorchok..W.only. Addittnaltemparmyandpermanombradng MOW always readied for stability and to preventonlapsawiN possible personal Injury and pperly damage. For general guldance Wading Me fabrication. storage,delivery, ereoton and bating ofbasses and mass systems, sea ANSUTPlf quality cdferfa, DSB-09 andBCSI Building component Salbly1dormegon evellebW bam Tmsa Plate Institute, 21a N. Lee abeel, 6uite 312, Alexandria. VA 2231d. 6904 Parka East Blvd. Tempe, FL 36610 Job ss Truss Type Dry Ply TA7 T79884599 M11323 SPECIAL 1 �1111123 i Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 07:64:30 2020 scale =1:60.8 Sx8 = FT.•B to g SX12 = 2x3 3x6 = 3x12 = 2.00 12 1063 14-q 20-0.8 25-11-15 34." 10.6d 3.5.1l fi1.R S.].] Y1I-1 Plate Offsets (X,Y)- 12:0-1-15,Edge) [4:0-4-0 0-2-3) [7:0.0-2 Edgel LOADING (ps1) SPACING- 2-M CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.66 11 >616 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.1010-11 >369 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Ina YES WB 0.95 Hom(CT) 0.34 7 n/a r/a BCDL 10.0 Code FBC2017/TP12014 MaMx-Ms Weight: 147111 FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or4-0-2 oc bracing. WEBS 2x4 SP No.3'Except' 4-11: 2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 7=0-8.0 Max Hoa 2=-149(LC 8) Max Uplift 2=803(LC 10), 7=-803(LC 10) Max Grev 2=1312(LC 1). 7=1312(LC 1) FORCES. fib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2.3= 5484/3370, 3-0=-5116/3126, 4-5=2229/1544, 5-6=2448/1599, 6-7=3169/1993 BOT CHORD 2-11=3071/5219, 10-11=-1590/2874, 9-10=-1738/2968, 7-9=.1738/2968 WEBS 3-11= 419/443, 4-11=1466/2647, 4-10=812/448, 5-10=.205/487, 6-10=785/575, 6-9=0/272 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=14ft; B=52ft; L=3411; eave=6ft; Cat. 11; Exis C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -l-0.0 to 2-4-13, Intedor(1) 2-0-13 to 31-7.3, Exterior(2) 31-7-3 to 35-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent 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 2-04) wide This Item has been will fit between the bottom chord and any other members. electronically Signed and 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify sealed by Velez, Joaquin, PE capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joints) except at-lb) using a Digital Signature. 2=803,7=803. Printed copies Of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Jeaquin Velez PE No.68182 Mnek USA, Inc. FL Cart 6634 6804 Parke East Blvd. Tampa FL 33610 Dale: April 3,2020 ®wABvions erlydezl9npammeleraand READ NOTES ON MIS AND INCLUDED NITEKREFERENOEPAGE61IId473rev, mm912a15aEFORE USE. Design valid far use Say WXh MITekO corm,Aars. This design Is based only upon parameters shvrm, and is far an Individual building component net abuse cyalem. Before use, 0a bulking deslgnar must verify Ns, applicability Matti, parameters, and prapedy incorporate cols design Into end overall 7 bulldingdeslgn. Bracing Indicated is to pswentboomt,of lndMdual buss Web andler StoN members only. Additional temporary and pemlanent bracing MITBk is always required forstablllly and A prevent collapse wilt Possible personal injury and crown, damage. Forgeneralgukancaregardingme fabdaalion,storage, delveryryeredon and trading oftussec and Was systems, see ANSVfPIf Quality Coli DS"9 and BCSI Beilding Component satisfy Information avoid to from Truss Plate Institute, 218 N. Lee Street Sui 312, Nutandda, VA 4314. 6904 Parka East Blvd. Tempe, 1 36610 Job Truss Truss Type Ory Ply M11323 T19884600 M71323 A8 SPECIAL 1 t Job Reference (optional) Chambem Tmss, Inc., Fort Pierce, FL 8.240 s Mar 92020 MITek lndustdes. Inc. Fri Aw 307:54:312020 Scale=1:60.6 4.00 12 5.6 = 3x4 4 21 5 zss II 5.8 = 6 22 7 12 11 5x12 = 3x4 = Ass = U12 c 2.00 12 1084 2D 4-8 224)-0 34-M 10-6.4 9.10.4 11.T.A 12.f1.r1 Plate Offsets (X,Y)- f2:0-1-15,Edge) [7:0-5-8 0-2-8] LOADING (psQ SPACING- 2-0-0 cSL DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.65 12-13 >624 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.0812-13 >379 240 MT18HS 2441190 BCLL 0.0 Rep Stress Ina YES WB 0.69 Horz(CT) 0.33 9 n1a n1a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 154 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purfins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid telling directly applied or 3-11-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=D-8-0, 9=0-84 Max Horz 2=-129(LC 8) Max Uplift 2=-803(LC 10), 9=-803(LC 10) Max Grav 2=1312(LC 1), 9=1312(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2,3=-648813444, 3-4=5117/3183, 4-5=-3911/2497, 5-6=-2576/1770, 6-7=-2586/1779, 7-8=-2663/1762, 8-9=3021/1971 SOT CHORD 2-13=3143/5224, 12-13=1956/3292, 11-12=-1369/2481, 9.11=-1705/2827 WEBS 3-13=396/420, 4-13=1028/1721, 5.13=300/797, 5-12=-894/601, 6-12=-265/263, 7-12=294/391, 7-11=-374/691, 8.11=-535/502 NOTES- 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=3411; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 2-4-13, Interior(1) 2.4-13 to 31-7-3, Exterior(2) 31-7-3 to 35-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nanconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-M tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. electronically Signed and 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSI7rP11 angle to grain formula. Building designer should verify sealed by Velez, Joaquin, PE capacity of bearing surface. using a Digital Signature. 8) Provide mechanical connection (by others) of truss to bearing plate Capable ofwithstanding 100lb uplift at)oint(s) except (it=lb) printed co pies Of this 2=803, 9=803. document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68102 MiTek USA, Inc. FL Cart 6634 69U Parke East Blvd. Tampa FL 33610 Date: April 3,2020 AWARNING.Verily design parameters and READ NOTES ON THIS AND INCLUDED MIrEX REf£RENCEPAGEMIN473 mv.1WO=015 BEFORE USE. Design valid Mruse only WM Mrek® connectors. This deal, Is based orN upon parametersshown, Mail. torso InUNdual building component, not assass a Wss system. Befare use, Me building designer must verity 0e appllcabllity of design parameters and properly Incorporate eda design Inb to overall bdldingdeslgn. Bmdnglndiaddistopmv MbucdingoflndMdu"ssweban&orOoMmembmoNy. Addirsonaltonoraryandpemianalboacllig MOW is a nays required drsdtdlity and to prevent collapse With possible personal Injury aM propady damage. Forgeneral gudanra regarcing Na labdcotlon, cdmga, delivery, erection antl bracing of W¢ses eM W¢s cyatem¢, see ANSMII Cavity Cdhda, DSBd9 endBCSI Building Component 6904 Parke East Blvd. Salary lolormc0on ..liable from Truss Five lrisli d, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T79884601 M11323 A9 HIP 1 �M11323 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL iT AAA = 4.00 12 8.240a Mar 92020 MITek lndustdes.lnc. Fri Act 3 07:54:32 2020 3x4 = 2x3 II 4x8 = Scale-1:58.6 3x5 = 3x8 = 3x6 = ll = 3x6 = 3x4 = 3x5 10-0-0 204.0 24-0-0 34-0-0 10-0-0 104-0 34b 1n Plate Offsets (X,Y)- [2:0-0-14 Edge] 17:0-54 0-2-01 19:0-3-14 0-1-8] LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.18 11-21 >917 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.38 11-21 >432 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 HOrz(CT) 0.02 13 n/a file BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight 156 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=03-0, 9=03-0, 13=0-8-0 Max Horz 2=109(LC 9) Max Uplift 2=430(LC 10), 9=-249(LC 10). 13=-928(LC 10) Max Grav 2=685(LC 19), 9=386(LC 20), 13=1616(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-9 Do puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 no bracing. FORCES. fill) - Max. Comp./Max. Ten. -All farces 250(I1n) or less except when shown. TOP CHORD 2-3=1275/1025, 3-4=913/708, 45=-829/705, 5-6=-565/807, 6-7=565/807, 7-8=104/278, 8-9=341/235 BOT CHORD 2-15=836/1187, 13.15=34/309, 11-13=256/348, 9-11=-124/304 WEBS 3-15=425/501, 5-15=-444/665,5-13=-1215/1079,6-13=-264/300,7-11=-255/396, 8-11=461/521, 7-13=837/703 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=3411; eave=6R; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 24-13, Interior(1) 24.13 to 5-2-5, Extenor(2) 5-2-5 to 14-9-11, Interior(l) 14.9-11 to 19-2-5, Exterior(2) 19-2-5 to 28-9-11. Interior(1) 28-9-11 to 31-73, Exterior(2) 31-73 to 36-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water potting. 4) This truss has been designed for a 10.0 par bottom chord live load noncencunent 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 tit between the bottom chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jl=1b) 2=430,9=249,13=928. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: April 3,2020 ®WARNING-Vanhydeslgnynnsunbrs and READ NOTES ON THIS AND INCLUDED MITEKREFERENCEPAGEM14T473rev. FOV3/2015BEFORE USE. Design valid for use only with MITek®connecbrs. This wall Is based only upon parameters shown, and is bran Individual building component, not a trues system. Before use, the building designer must will the appliowIllry of design parameters and proriedy Incorporate this deslgn Into to overall Wllda,walgn. Baring indiraled is Wprevent bucyJlrlp of lndFAdual Wss web arMror choN membersonly. Addissegemporaryandpemwnentbracing MiTek' Is always required for stability and b prevent collopsawiN possible parsonal Injury ar,tl property damage. ForgeneralguldoncemgeNingthe bitubadon, storage. delivery. electbn and bracing ofbussea and Was systems,see ANSWPII Qualify Cdtats,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Si let,bbsme0on available Wm Tmss Pleb Institute, 218 N. Lee alree4 Suite 312, Alexandria, VA 2231d. Tempo, FL 3010 Job Truss Truss Type Cry Ply M11323 T19B89602 M11323 GRA HIP t 1 Job Reference (optional) Chambers Truss, Inc., Fan Pierce, FL 8.240 s Mar 9 2020 Mrrek Industries. Inc. Fn Apr 3 07:64:33 2020 Page 1 ID:_elCl"C31xW7huls7YPJYUFUK-QK4cPSEUat2zdOvM9s4DTb5n5vPvIY6pmo8XAxUUjq 1�-0-0 BE ON 114-1 17-M j18-6-0I 22.2-2 26-0-0 34-0-0 35-0-0 00-0 8-0-0 3-1-1 5-10-15 1.64 3-8-2 3-9-14 8-0-0 r-0-0 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 4x4 = 14 Scale=1:60.6 ass = 34 II 31 = EA = 3z6 = 6x8 = 40 = 6x8 = TRUSS DESIGNED FOR WIND LOADS IN THE PLANE OF THE TRUSS ONLY. FOR STUDS EXPOSED TO WIND (NORMAL TO THE FACE), SEE STANDARD INDUSTRY GABLE END DETAILS AS APPLICABLE, OR CONSULT QUALIFIED BUILDING DESIGNER AS PER ANSOTPI 1. 8-0-0 11-1-1 18-0-0 28.0-0 8-00-0 340 8-0-0 11-1 I ]-0-15 I 74i-0 l Plate Offsets (X Y)- 12:0-2-2 Edgel,13:0.3-8 Edge7 121:0-3-8 Edgel 124:0-3-8 0-3-01 [27:0-3-8 0-M] LOADING (psf) SPACING- 2-" CSI. DEFL in (loc) goal Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.20 24-35 >914 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.2429-32 >552 240 BCLL 0.0 ' Rep Stress Ina NO Will 0.98 Hoa(CT) 0.02 22 n/a BIG BCDL 10.0 Code FBC2017/rP12014 MatimiWS Weight: 1941b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4.2.5 oc punlns. BOT CHORD 2x4 SP M 30 Except: WEBS 2x4 SP No.3 1Row at midpt 8-21 BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7, 8, 19, 17. 14 REACTIONS. All bearings 0-8-0. (Ib)- Max Hoe 2=-179(LC 6) Max Uplift All uplift 1001la or less atjoint(s) except 2=-351(LC 8), 27=1168(LC 8), 26=1495(LC 8), 22=-625(LC 8) Max Gmv All reactions 2501b or less aljoinl(s) except 2=487(LC 17), 27=2232(LC 13). 26=2929(LC 14), 22=984(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-621/387, 3-5=-304/838, 5-7=588/1209, 7-8=-588/1209, 8-12=-588/1209, 12-13=-588/1209, 13-15=-588/1209, 15-16=588/1209, 16-18=-588/1209, 18-20=-2230/1280,20-21=-2230/1280,21-22=-2271/1263,6-9=-126/305,9-11=-106/363, 11-14=-193/412, 14-17=-94/271, 19-21=143/272 BOT CHORD 2.29=-247/677, 27-29=189/540, 26-27=779/446, 24-26=-411/653, 22-24=-1083/2108 WEBS 3-29=-500/1176,3-27=-1766/911,5-27=748/622, 5-26=-546/351, 13-26=946/617, 18-26=-2412/1474, 18-24=.846/1780,21-24=.35/351,4-5=.608/514, 19-20=335/305, 14-15=-556/407, 11-12=-254/54 NOTES. 1) Unbalanced roof live loads have been considered for this design. This item has been 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vosd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water pending. Sealed by Velez, Joaquin, PE 4) All plates are 2x3 MT20 unless otherwise Indicated. using a Digital Signature. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcunent with any other live loads. - Printed copies Of this 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 6t between the bottom chord and any other members. document are not Considered 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 Ib uplift at joint 2, 11681b uplift at signed and sealed and the joint 27, 1495 lb uplift at joint 26 and 625 lb uplift at joint 22. Signature must be Verified 8) Girder carries hip end with 8-0-0 end setback. On an electronic copies. Y P 9) Graphical pudln representation does not depict the size or the orientation of the puriln along the top and/or bottom chord. Joaquin Velez PE No.68182 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 4611b up at MiTek USA, Inc. FL Can 6634 26-0-0, and 967 Ite down and 461 lb up at 8-M on bottom chard. The designiselection of such connection device(s) Is the 6904 Parke East Blvd. Tampa FL 33610 responsibility of others. Data: 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). - April 3.2020 andard ®WARNING - %hy deslgn pommeters and READ NOTES ON THIS AND fMCLUDED MITEKREFERENCEPAGEMII-]4ra rev. f"3GO15 BEFORE USE. Design valid for use only with Mmeke ounnecume. This design Is based only upon parameters shown, and is for an IndlAdual building component, not ��• a tax. system. Before use. the building designer mustverlfy me appliezbllity of design parameters and properly lncorporato Mls design into the overall buiMingdesign. B=c glndima IsWpmventbucklingdlndMdualWmwebaMorchokmembommiy. Addi0onxltempgmryand,aemmartbracing MOW Isrequired for stability and to prevent collapse with possible personal Injury and prope"mage. Forgeroralguldanmregardingthe fatorcalfaahylnommtlon, davaile%, mTrass Pram l,oftres 219 no Muse elear.,e a Alexend eS pP��mllty Cdf.r .DS"9and BCSIBullding Comp nett 4. 6904 Parke Us[ Blvd. Tampa, FL 36610 Job Truss Truss Type Mi1323T19GRA �tyPly HIP 1 Job Reference o 8onal hembers Tmss, Inc., Fort Pierce, FL 8.240 s Mar 9 2020 M,7ek lndushies, Inc. Fd Apr 3 07:54:33 2020 Page t ID. _etCiczC3ixV V4huls7ypJyuFUK-OK4cPSEUat2zdOvM9s4DTb5n5vPvIY6pmo9XAzUUjq LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ 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 (to) Vert: 29=-641(F)24=-641(F) ® WARNING -Varl ydesign parameters and READ NOTES ON MIS AND INCLUDED NITERREFERENCE PAGE MIF7413 rov. 101031015 BEFORE USE. Design eats for use only vAM MBeMooreectors. Me deep is based only upon Faametera those. and Is for an individual building component. not lye I' Was system. Before use, to balding designer must verify Me applicability of design parameters and propar, Inaugurate MIS design Into Me overall buildingdesign. Bracing indicated is M prevent boosting oflndivMual Wes vreb and/or choal members only. Additianaltemporeryandpermanenlbradel, WOW IS ahvaW required for stability and to prevent collapse Win possible personal injury and pspedy damage. Forgeneslguldarmnegarding Me fabdmtion,stosge,dellvery.ere maMbadnof WsseaeMWSSeyatems,see ANSVTPII Quality counts,DSB-B9 and SCSI Building Component 6904 Parse East Blvd. Safety/nhsma0on easllabla from Trans Plate IndiMe, 218 N. Lee asset, Suite 312. Roadside, VA 22314. Tampa. FL 3010 Job Truss Truss Type OTy Ply M11323 T19884603 M11323 GRB HIP 7 1 Job Reference (optional) 5x12 MT18HS = 4.00 12 4x10 = 20 II 4x6 = 23 4 5 6 8.2Au a Mar 9 Industries, lnc. Sx12 MT18HS = 307:54:342020 Pagel Scale =1:58.6 ASS = 3x6 II 5x6 = 6x12 = 602 = 5.6 = 3.6 II 4x6 = en-0 13A-D z6-a-o zfi-o-o WD 6.6-6 i(Ln fiAll SAn Plate Offsets (X.Y)— 13:0-9-0 0-2-81 15:0-3-0 Edge) {BA-9-00-2-81 LOADING (pi SPACING- 2-M CS]. DEFL. in (too) I/deb Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.22 16-19 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.3016-19 >820 240 MT18HS 244/19D BCLL 0.0 ' Rep Stress Incr NO WB 0.90 Hom(CT) 0.06 9 n/a Na BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 1531b FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except' 4-14.7-13: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc'pudins. BOTCHORD Rigid ceiling directly applied or 5-3-14 oc bracing. WEBS 1 Row at midpl 3-14, 8-13, 6-13 REACTIONS. (size) 2=0-8-0, 13=03-0, 9=0-8-0 Max Ham 2=90(LC 7) Max Uplift 2=-853(LC 8), 13=-2590(LC 8), 9=345(LC 8) Max Grant 2=1451(LC 13), 13=4743(LC 15). 9=528(LC 14) FORCES. (Ib) -Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3625/1950. 34=2080/1236, 4-6=2080/1236, 6-7=-1296/2589, 7-8=.1296/2589, 8-9=751/370 BOT CHORD 2-16=-1729/3460, 14-16=-1753/3525, 11-13=-262/733, 9-11=-241/668 WEBS 3.16=43511209, 3.14=1552/774, 4.14=8371691, 7.13=878(713, 8-13=3635/1919, 8.1"32/1204, 6-14=145312814, 6-13=3198/1807 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf•, BCDL=3.Opsf; h=14ft; Bri L=34R; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water podding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. electronically Signed and 7) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 853111 uplift at joint 2, 25901b uplift at sealed by Velez, Joaquin, PE Joint 13 and 34516 uplift at Joint 9. 8) Girder Comes hip antl with 8.0-0 end setback. USIn a Digital Signature. g g g 9) Hangeri or other connection devices) shall be provided sufficient to support concentrated load(s) 967lb down and 461 lb up at Printed copies of this 26-0-0, and 9671b down and 461 lb up at 8-0-0on bottom chord. The design/selection of such connection device(s) is the document are not Considered responsibility, of others. signed and sealed and the 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signature must be Verified LOAD CASE(S) Standard on any electronic copies. 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.68182 Uniform Loads (plf) MiTek USA, Inc. FL Can 6634 Vert: 1-3=54, 3-8=-131(F=-77), 8-10=.54, 16-17=-20, 11-16=-09(F=29), 11-20=-20 6904 Parke East Blvd. Tampa FL 33610 Data: _ April 3,2020 Vef nioslgnpammotarsantl READ NOTES ON MIS AND INCLUDED MITERREFERENCEPAGEMIWperev. 101OV2015 BEFORE USE, use only Wirt MRe1,3wnnectom. THIS design Is based only upon Parameters slai and is bran individual building somponen4 not Before use, the building designer must verity Me applicability of design parameters and properlyineonev a MIS design Into tie overall Bracing indicated is to prevent budding of Individual Was web angler dlaN members only. Additional temporary and permanent bracing MiTek' ad for Mai and to prevent collapsewl8l possible personal Injury and popam Meanings. ForgenemlguldanceregaNingtha age, delirery, erection and loading grounds and raise Systems,eas ANS/RP/l Quality Call DSB-e9 and SCSI Bulli Component Job Truss Truss Type Cty Ply T79804603 M11323 GRB HIP 1 �M11323 1 Job Ref(optional) Cnamoers]ruse, Inc., ron rierce, FL 8.240 s Mar 92020 MiTek Industries; Inc. Fri Apr 307:54:352020 Page ID:SrRaEyyrg04M78G4mWBLWyuFUJ-MiCNg7Gl6UIgtJ3IHH7hyOB9Sj3emSr6J6HGb2zUUjo LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 16=-641(F) 11=-641(F) ®WARrum-Iedyydesl9n paant.W. and READ NOTES ON THIS AND MCLUDEDMITEKREFERENCE PAGE UU-7473rev. 1WOV2015 BEFORE USE. Design valid forest, only Wth MiTek s conned... The design Is based only upon parameters shown, and Is bran Individual building component not a buss system. Debra use, Me building designer must verify Me appllcabllity of design parameters and property Imewponam Mrs design Imo the overall building design. Bracing Indicated it, to prevent budJing of indMdual Wes web andfor chord members only. Moiler.,bmporaryand.nestont bracing Is Is aMap required forshibl ityandta prevent collapse Win possible personal Injury and pmpeMdimage. For gene.] sultanas renewing Ma fabrication, storage, delivery,areeUon and bmdng orssesM and systems. see ANSM110uality Wheel, DS&89 and BCSf Building Component S Ablylnflmsumbn evailebia w from T.s. Plate Institute, 218 N. Lee sheet Suite 312. Almond", VA 22314. 04 69Perk. East Blvd. Tempe, FL 38810 Job Truss Truss Type Ory Ply 1471323 T79884604 M11323 J2 MONO TRUSS 8 1 Job Reference (optional) Grompers truss, Inc., von rlerse, I-L 3.4 = 8240 s Mar 9 2020 MTek Industries, Inc. Fri Apr 3 07:54:35 2020 Page 1 2-00 Scale =1:1.8 LOADING (psf) SPACING- 2-" CSI. DEFL in Qoc) Vdefl Ltd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hom(CT) -0.00 3 nfa n1a BCDL 10.0 Code FSC2017ITP12014 Matrix -MP Weight: 8lb FT=0 LUMBER- BRACING- TOPCHORD 2x4 SP No.3 TOPCHORD Structural wood sheathing directly applied or 2-0-0 Do pudins. BOTCHORD 2x4 SP No.3 BOTCHORD Rigid calling directly applied or 10-0-0oc bracing. REACTIONS. (size) 3=Mechanical, 2=0.8-0, 4=Mechanical Max Ho¢ 2=67(LC 10) Max Uplift 3=28(LC 10), 2=136(LC 10), 4=3(LC 7) Max Gmv 3=39(LC 15). 2=141(LC 1).4=31(LC 3) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 fib) or less except when shaven NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.OpsF h=14ft; B=52fl; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will 8t between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28111 uplift at Joint 3, 1361b uplift at Joint 2 and 3lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ,&WARNING-Vedry design parameters and READNOTES ON MIS AND INCLUDED MITERREFERENCEPAGEMIA7473 rev. 1010=015 BEFORE USE. Design veto for use onlywM MlTek®oo..ban. 71b. use, la based only upon parameters shown, am Is faran Individual building component ool Iva I' a bass system. Galore use, Pe building deslgnermustverify Pe applicability of design parameters and property Incorporate We design Imo rue ov vell buldingdealp. Buslug labeled is W pavan( buckling ofinalvidual "as web andfor NON members only. Add!tb tempomgwdpmm.ntb dW M!Tek' Is always required W. bllayand toprevent wilepsewlN possible personal Injury, and property damage. Forgen.ralgudanceregarding Me fabrication,slorega, delivery, erection and bracing idtiv es and "as systems. see ANSVTPIf Quality Wed., DS849 and SCSI Building Componant 69U Perk. East Blvd. Sefefy lnfamradon available from Truss, Plate Institute, 218 N. Les Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Tmss Type Oly Ply T79884605 M11323 J4 MONO TRUSS 8 �1111321 1 Job Refef 0 If rugs, Inc., ran rlerce, rL 3.4 = 8.240 a Mar 9 2020 MiTek Industnes, Inc. Fd Apr 3 07:54:36 2020 Page 1 ID:PDYLfd SM8K4MSQTz7ZR2kyuFUHgvmlZTGNtOQXUTexYlew5DjQW7UmV7DFYmlp8UzUUjn Scale=1:11.1 LOADING (pst) SPACING- 2-04 cSl. DEFL. in (lac) Well L/d PLATES GRIP TCLL 20.0 Plate Gil DOL 1.25 TC 0.39 Vert(LL) 0.02 4-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vart(QT) -0.02 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HoR(CT) -0.00 3 nla n1a BCDL 10.0 Code FBC2017rTP12014 Mabix-MP Weight: 14 lb FT=0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=1viechanical, 2=0-8-0, 4=Mechanical Max Horz 2=104(LC 10) Max Uplift 3=.80(LC 10), 2=-161(LC 10), 4=7(LC 10) Max Grav 3=90(LC 1). 2=207(LC 1), 4=69(LC 3) FORCES. (lb) -Max. Comp.dMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or4-0-0Do pudins. BOT CHORD Rigid calling directly applied or 10.0-0 oo bmdng. NOTES- 1) Wind: ASCE 7AO; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; ESP C; Encl., GCpi=O.18; MWFRS (directional) and C-C Exterior(2) zone;C.0 for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This buss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 80 I6 uplift at Joint 3, 161 Ib uplift at joint 2 and 7 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.60102 MiTek USA, Inc. FL Cad 6034 6904 Parke East Blvd. Tampa FL $3610 Date: April 3,2020 ®WARNING W1hydeM,.,mw. . and READ NOTES ON MIS AND INCLUDED MITEKREFERENCEPAGENIAT4r3 rev. 10103/2015 BEFORE USE. Design valid for use only with MRek® connectors. Into; design Is based only upon Dal nstans ebwm, and le lore. Individual building component, not � a Wnsaystem. Before use, the building dedgner mull verify the applicability of design parameter and propadylncorpmaro this design intro the overall bulldingdesign. Bmdngindima IsWpreventbuGlingofindlvldualbusswebmdlard Mmembemonly. Additonalromporryandpelmanmlbracing MiTek' Is always rmulmdfo, stability antl to preventcollepse with possible personal Injury and propertydamage. ForgmerelguNencerega ling Ma fabrication, shuage, dellVafy,ereNOn and bredog ofbuseeaand WAayetems. see ANSNPI1 Quality (agents, OS"9 and BOSl Building Component SAetylnronnaeon available from Truss Plate InallWle, 218 N. Lee Santa. Suite 312. Alexentldaa VA 22314. 69N Perks East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Ply k1 T19884606 M11323 J6 MONO TRUSS B �M11323 Job Reference (optional) 'n umnars suss, mo, ran rierce, rL 3x4 = 8.240 s Mar B ZU20 MITex Incidence, Inc. Fill Apr 3 07:54:36 2020 Scale - V14.6 LOADING (fist) SPACING. 2-0-0 CSt. DEFL. in (toe) 0de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.11 4-7 -629 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 SC 0.83 Vert(CT) -0.12 4.7 >617 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 201le FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=041-0, 4=Mechanical Max Hom 2=142(LC 10) Max Uplift 3=.131(LC 10), 2=-194(LC 10), 4=8(LC 10) Max Gray 3=145(LC 1), 2=279(LC 1). 4=102(LC 3) FORCES. fill) -Max.Comp./Max. Ten. -Allforces 250(Ib) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0oc pudins. BOT CHORD Rigid ceiling directly applied or l0-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=126mph; TCDL=4.2psf, BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. It; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterlor(2) zone;C.0 for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat 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 131 lb uplift at joint 3, 194 lb uplift at joint 2 and 81b uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cart 6634 6904 parts East Blvd. Tampa FL 33610 Date: April 3,2020 ® WARNING -Verify design panamelorsandREADNOTES ONTHISANDINCLUDEDMITEKBEF£RENCEPAGEMIIJ4T3rev, IM3RG15BEFORE USE. Design valid harass onyv4m MITek®canneatore. This design is based only upan parameters shown, and 13 for an Individual building component, hal a truss system. Before use, the building designer must verily Me epplicabiliy of d..ipd parametars and p.N y immoral thls design into the overall bulldingdesign. Smdng indicated Is to preveMbuWag ofindividual truss sab and/or chord metubers only. Adtonal temporary and Permanent berating MiTek' Is always tainted for stability and to prevent collapse Win possible personal injury add prepedy damage. Forgeneml guldanoe ragarding me taalwllon, storage, delivery, areNon and trading ofbusses and buss systems, sea ANSHTPH all Creeds, OS"9 and SCSI augal Component 69H Parke Seat Blvd. SareylnMmagon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Almandda, VA22314. Tampa, FL 3010 Job Truss Truss Type City Ply T79B84607 M11323 J8 MONO TRUSS 20 �M11321 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3e5 = 8,240a Mar 92020 MiTek Industries. Inc. Fri Apr 3 07:54:37 2020 Pagel Scale-1:17.4 &0-0 LOADING (psf) SPACING- 2-" CSL DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.26 4-7 >367 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.30 4.7 >319 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOR(CT) -0.00 3 Ole n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 26 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0,4=Mechanical Max Hom 2=180(LC 10) Max Uplift 3=-175(LC 10), 2=-228(LC 10), 4-15(LC 10) Max Gray 3=188(LC 1), 2=352(LC 1), 4=145(LC 3) FORCES. (lb) -Max. ComplMax. Ten. -All forces 250 (Ito) Or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C EMedor(2) -1-0-0 W 2-4-13, Intedor(1) 2-0-13 to 3-1-13, Extedor(2) 3-1-13 to 7-11-8 zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chard and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical connectlon,(by others) of truss to bearing plate capable of withstanding 175 lb uplift at joint 3, 2281b uplift at joint 2 and 151b uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE Nc.66182 MiTek USA, Inc. FL Cart6834 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ® WARNING -Vadn design panmetars end READ NOTES ON MIS AND INCLUDED MITEKREFERENUEPAGEMI47471 rev, $010=015 BEFORE USE. Design valld for use only win MITeM Connectors. TMs design la based any upon pammeters sM1own, and la loran MMMIlml building Componem, not ��■■ee my a buss system. Before use, Me building designer must verity the applicability ofdesgn pammelers and proPaM lnCoryoran n5 design Into Me overall bulldhgdesign. BMIi,lndI.WlstapreventbudnngMlMMduaMbusswebanWma oMme roomy. AMM6ona1Umxmm andpmmAm nlbmcing MiTek' Is abvays required for stability and A prevent collapse weh possible personal Gjaq and property damage. Forgenereguldenceregardngne foal storma, dnive :, on and bracing otbussea and Moss syslama, see ANSMI1 Que11y Criteria,OSB-89 and SCSI Building Component ryln Sareroragon available mfrom Truss Plato Institule, 218 N. Lee Sbesl, Suite 31Z Alexandria, VA 22314. 69W Perk, East 81A. Tampa, FL 36610 Job Truss Truss Type Oy Ply M11323 T19884608 M71323 KJ8 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240a Mar 92020 MiTek Industries, Inc. Fit Apr 3 07:64:38 2020 Page ID:Lcg54J7LuEancmh40b7WMyuFUF-nHuVr9IDOPgFknoKyPgOAecoa BGmZYT4WwCNzUUjI Scale=1:20.3 30 = 5 3x4 = 7.34 3A1.12 LOADING (pso SPACING- 2-D-0 CSI. DEFL. in (loc) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.07 7-10 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.12 7.10 >999 240 BCLL 0.0 Rep Stress Ina NO WB OAS Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Mabix-MS Weight: 441b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 tic pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8.9-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanica1, 2=0-11-5, 6=Mechanical Max Holz 2=244(LC 8) Max Uplift 4=-205(LC 8), 2=305(LC 8), 6=286(LC 8) Max Grav 4=245(LC 13). 2=466(LC 1), 6=59O(LC 13) FORCES. (Its) -Max. Comp./Max. Ten. - Al forces 250 (lb) or less except when shown. TOP CHORD 23=11511523 BOTCHORD 2-7=-687/1126, 6-7=-68711126 WEBS 3-7=0/330, 3-6=-1236f755 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psF BCDL=3.Opsf; h=1411; B=52ft; L=34ft; save=6ft; Cat. II; Sap C; Encl., GCpl=0.18; MWFRS (directorial); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 3) ' This 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 205 lb uplift at joint 4, 305 Its uplift at joint 2 and 286 lb uplift at joint 6. 6) In the LOAD CASE(S) section, loads applied to the face of the Miss are noted as front (F) or back (B). LOAD CASE(a) Standard This item has been 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 electronically signed and Uniform Loads (po sealed by Velez, Joaquin, PE Val Loads 54 Trapezoidal Loads (plf) (pi using a Digital Signature. Vert: 2=0(F=27, B=27)-ta4=152(F=49, 8=49), 6=0(F=10, B=10}l0-5=-56(F=-18, B=-18) Printed copies of this p document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 0034 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ,& WARNING -verily, design pammebra and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MIIV473 rev. 1010JYt015 BEFORE USE. oam Design sold for use only Calm Mired® connectors. This design is based only upon parememes shown, and Is for an Individual building component, not a buss system. Before use, the building designer must verity are aplAwbliity of design panorama, and Repent Incorpombe 0Ia design Into the oveall � building design. Bracing Indicated la to prevent buc4lb,g of individual Wes web andlor Mob members only. Additional temporary and permanent bracing WOW Is always requlred for Mobility and to prevenlwllapse with possible personal injury and pmpedy damage. Forgewrel guidance regarding are fabdwtlan, storage, deliveI aredon and ton iq of bss ues and "so systems, am ANSUT%1 Quality CANUIL DSBAing 9 and BCSI B.11aComponent 6904 Parke East BIM. safetylnfval available from Truss Plate Institute, 218 N. i.e. Sheen Salts 312, A sonadda, VA22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION _��—��\ate( Center plate on joint unless x, y i- I offsets are indicated. �Dimensions are In ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0.116n. 1 For 4 x 2 orientation, locate plates 0- yid from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. `Plate location details available In MiTek 20120 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 Indicated symbol shown and/or by by text in the bracing section of the output. Use T or I bracing If indicated. BEARING Indicates location where bearings (supports) occur. loons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Numbering System 64-8 I I dimensions shown in Ran -sixteenths (Drawings not to scale) 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 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. Industry Standards: ANSWIT'll: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek ©2012 Mrrek®AII Rights Reserved MiTe Reference Sheet: MII-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-bracing, is always required. See SCSI. 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 bmced 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 lightly against each other. 6. Place plates on each face of buss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI1TPI 1. 7, Design assumes trusses will be suitably protected from the environment in accord with ANSIfrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with the retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camberfor 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 ell respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins 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 buss member or plate without prior approval of an engineer. 17. Install and load verUmIly 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 ANSlrrPI 1 Ouality Criteria.