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HomeMy WebLinkAboutENGINEERINGMiTek' RE: M11425 3128-3138 MORNINGDEW Site Information: Customer: Edwards Landing LLC Lot/Block: Address: unknown City: Fort Pierce SCANNED BY St. Lucie County Project Name: M11425 Model: Sedona 6 Unit Subdivision: Sedona Development State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: John M Foster -Architect License M AR0008511 Address: 11205 Ridge Ave City, County: Fort Pierce State: FL General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 10 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers. Rules. No. Seal# Truss Name Date 1 T14401780 a 6/26/2018 2 T14401781 al 6/26/2018 3 T14401782 b 6/26/2018 4 T14401783 gas 6/26/2018 5 T14401784 va 6/26/2018 6 T14401785 vb 6/26/2018 7 T14401786 vc 6/26/2018 8 T14401787 vd 6/26/2018 9 T14401788 ve 6/26/2018 10 T14401789 vge 6/26/2018 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 2 My license renewal date for the state of Florida is February 28, 2019. Florida COA: 6634 Arai 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/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIfTPI 1, Chapter 2. USA, 11111114, N V ,ENSFZ�'.�� ,68182 X SE OF :�44/` p \�N�♦, NA%-E♦♦♦♦♦ Tampa Fl- 33610 June 26, 2018 1 of 1 Job Truss Truss Type Cry Ply MORNINGDEW �3128-3138 T14401780 M11425 A SPECIAL 24 1 Job Reference (optional) chambers I russ, Inc., ton tierce, rL -210 6-10-0 11-0-0 16-17-9 2-0-0 8-10-0 1 4-2-0 5-71-9 4.00 12 3x5 5 26 Sx6 4 3x5 3 25 2 16 yt 3x5 d 18 17 3.4 II 5x12MT18HS = 4.00 FIT = u.lsu a marl zutd mlIex Inausmes, Inc. uedun La Tlad:d, zule rage Sx6 II 8 3x5 27 7 Sx6 ;7x10MT18HS 8 9 = 14 3x5 c 13 12 3x4 5xl2 MT18HS = Scale = 1:80.7 28 d �10 a' 1 io 4x8 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0,67 15 >817 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -1.24 14-15 >439 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 HOrc(CT) 0.50 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wincli 0.85 15 >640 240 Weight: 226 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-4-10 oc bracing. WEBS 2x4 SP No.3 *Except* 6-15,8-13,4-17:2x4 SP M 30 - REACTIONS. (Ib/size) 2=1788/0-8-0, 10=1788/0-8-0 Max Horz 2=-273(LC 10) Max Uplift 2=-1040(LC 12), 10=-1040(LC 12) -FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (11 or less except when shown. TOP CHORD 2-3=-4497/2652, 3-4=-4027/2460, 4-5=-5162/3092, 5-6=-5477/3229, 6-7=-5477/3209, 7-8=-5162/3114,8-9=-4027/2460, 9-10=-4497/2652 BOT CHORD 2-18=-2368/4218, 17-18=-2368/4218, 16-17=-2203/4003, 15-16=-2751/5125, 14-15=-2813/5125,13-14=2244/4002,12-13=-2406/4218,10-12=-2406/4218 WEBS 6-15=-1726/3150, 7-15=-199/528, 7.14=-527/372, 8-14=-559/1115, 8-13=-926/578, 9-13=-533/314, 5-15=-67/517, 5-16=-527/359,4-16=-537/1115,4-17=-9271577, 3-17=-531/314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=13ft; 8=95ft; L=48ft; eave=61t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-9 to 2-8-10, Interior(1) 2-8-10 to 22-8-0, Extedor(2) 22-M to 27-5-3 zone;C-C for members and forces & MWFRS 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 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 fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except Ot=1b) 2=1040,10=1040. Joaquin VellujPE N6:68181? h9TPk.USA; Inc FL Cert,8434, 1 l04 Parf<eEpbtBtvd57arripaF4;5S610 Date: June 26,2618 AWARNING - VedydesignpeamompreandREADNOTES ON THISAND/NCLUDED MIrEKREFE7ENOEPAGEMIF1473rev. 1Na312015BEFOREUSE. Design valid for use only with MiTeWconnecdors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a "as system. Before use. se building designer must verity the applicability of design parameters and properly incolpprate this design Into the overall buildingdesign. Bracing indicated is to prevent buckling of Individual bass web andfor chord members only, Anditionaltemporeryandpermanentbredng MiTek' is always required farstabiliy and to prevent collapse with possible personal Injury and property damage. Forgenemi guidance rega iing the fabricaloon, storage, delivery. erection antl bracing of Knees and pass systems, see ANSIRPII Quality Cdo d., DSB.88 and Best Building Component 6904 Parka East Blvd. 8arso,orgrmaUon avallablehom Truss PlatelnatiNte,21a N.Lee Street,Salte312,Alexandda,VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 31211-3138 MORNINGDEW T74401781 M11425 Al SPECIAL 18 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 a Mar 11 2018 MITek Industries, Inc. Tue Jun 2611:13:34 2018 Page 1 ID:lrBy73sLN6PTgDg3xFgX2KypcYO-WZDogw2775djfxNdP2dOrPwKQVCBSZzucF7S9z2QrF -22-00-0 -0-0 22-7 34-0 1 AD M -0 8-0 237 11-9 42-0 06-10-0 47 se b 5.6 4.00 12 Scale=1:79.5 17 16 12 11 4.00 12 side= 4z6 = 3.6 11 side= 5x8 = 3.6 11 6-10-0 It." 18-11-9 22-M 2817 34-4-0 38-6-0 38-10-0 4510 10 d 6-10-0 42-0 5-11-9 15-6-7 5-8-7 15-11-9 142-0 0i 6E-0 Plate Offsets (X,Y)— f4:0-3-0,0-3-01 [8:0-3-0,0-3-0]. f12:05-12,0-2-121 f16:0-5-12,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lot) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.33 14-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vart(QT) -0.6314-15 >730 240 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.29 11 me n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.4314-15 >999 240 Weight: 223 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3.6-10 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-53 oc bracing. REACTIONS. (Ib/size) 2=1493/03-0, 11=1972/0-8-0 Max Horz 2=270(LC 11) Max Uplift 2=-886(LC 12). 11=-1042(LC 12) FORCES. ill -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. -TOP CHORD 23=-3590/1973, 3-4=-3102/1787, 4-5=-3737/2073, 5-6=-3569/1899, 6-7=3569/1880, 7-8=-2780/1467,8-9=-1177/661,9-10=-1087/690 BOT CHORD 2-17=-1793/3385, 16-17=-1793/3385, 15-16=1586/3080, 14-15=-1797/3701, 13-14=-1206/2744,12-13=-479/1147,11-12=595/1102, 10-11=-595/1102 WEBS 6-14=-908/1948,7-14=398/889,7-13=-827/598,8-13=-955/1628,8-12=.1188/761, 9-12=-1312/1866, 9-11=-1788/1444,5-14---3541391,4-15=-206/620, 4-16=529/374, 3-16=549/330 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ri TCDL=4.2psf; BCDL=3.Opsf; h=1311; B=95ft; L=48fl; eave=6fl; Cat. 11; Exp C; Encl.. GCpi=0.I S; MWFRS (directional) and C-C Exterior(2)-2-0-9 to 2-8-10, Interior(1) 2-8-10 to 22-8-0, Exledor(2) 22-8-0 to 27-5-3 zone; cantilever right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 201 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) except Ot=lb) 2=886.11=1042. J6a4uin VelerPE No.89111b: M'Tpk USA;l4f ]F.LCer18630.'„ '8804 PmkeEait BNd.T,`ampa F,L 33870' Data: June 26,2018 A wARNINO-ver/ydeelgnposchatersarMFEADNOTESON TNISANDRAMUDED MIFIXREFE cAf PAGEMOJl73rov. IM3,2015 BEFORE USE saras Design valid for use only with MfTei connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �a- a truss system. Sellersuse, the building designer must verify the applicability of deslgn parameters and pros Incorporate this design Into the overall buildingdesign. Deal Indicated is b prevent buckling of Indidual Weems andlorchord members only. Additional tempoeary and permanent beating MiTek- isalways accused forstabilily and to prevent coupes with possible personal injury and property damage. Forgeneeal9uidxncoregerdtrg Ne fabrication, storage. delivery, erection and bidding of trusses and hues systems. we ANSIOPl1 Daegy Cr d.. DSB49 and BOSIBullding Component 690,1 Parke Fast Byd. Seley his a.isgon available hors Truss Plata lnsNula, 2la N. Lea Street. Suite 312, Alexandria,VA22314. Tampa, F136610 Job Truss Truss Type Ply 31283138 MORNINGDEW T14401782 M11425 B COMMON �Qty 3 1 Job Reference o tional cnamoers l wss, Inc.. ran rlerce, rL o..v a mar I I "m mn ea ma usn,es' mG. ruya I ID:mxt3z000ICP W 7lhmwC9H WgzwlOu-7mmANFvhul DULd W aA6Zsx3y5Ygwnw3566G7Y—cz2QrE 4x6 = PA 2x3 II 3x4 = 3x4 = Scale = 1:24.9 7-0-0 14-0-0 7-0-0 7-0-0 Plate Offsets (X Y)— [7:0-0-8 Edoe] [3:0-0-8 Edge] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.07 4-10 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.13 4-10 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 3 nfa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.09 4-10 >999 240 Weight: 491b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 .REACTIONS. (Ib/size) 1=518/0-8-0, 3=51810-8-0 Max Horz 1=-150(LC 10) Max Uplift 1=-275(LC 12), 3=-275(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. -TOP CHORD 1-2=-748/609, 2-3=-748/609 BOT CHORD 1.4=-384/605, 3-4=-384/605 WEBS 24=-82/326 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc puffins. BOT CHORD Rigid ceiling directly applied or W-0-0 oc bracing. 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=3.Opsf; h=13ft; B=95ft; L=48ft; eave=6ft; Cat. II; Exit C; Enc1., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4.9-3, Intendant ) 4-9-3 to 7-0-0, Exterior(2) 7-0-0 to 11-9-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (]t=lb) 1=275, 3=275. Joaquifi WiFz E N6.68182 MiSpk USA; Idc:F]c CertUx� '88042arVAEgli Blv 1. Timpa FL 36610' Date: June 26,2018 AwARMNO-VedrydesrgnpvamefeaendREADNOMS ON 7NISANDINCLUDEDMREKBEFERENCEPAGEMIW473me 1041=15BEPOREUSE Design wild for use only with MiTeW 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 venty 0e applicability of design parameters and propedy summoner, this design Into the overall building design. Baling mdinated is to prevent buckling of Individual truss web andlor chord membere only. Additional temporary and pemuent bracing MiTeW is always retained for stability and W prevent milapse with poviWe personal injury and propeM damage. For tarsal guidance regarding the fdniaoi afts.9%delivery, erection and bracing of masses and Was systema,see ANSBIPIf Quef/fy Wharf.,DSB-99 and BCS1 Building Component 6904 Parke East Blvd. Safety Informallon, available from Truss Plate Institute, 21e N. Lee Street, Suite 312, Alexandra. VA 22314. Temp., FL 36610 Job Truss Truss Type Cry Ply 312e-3138MORNINGDEW T74401783 M11425 GEA GABLE 3 1 Job Reference o 8onal Chambers Truss, Inc., Fort Pierce, FL 44 = 8.130 s Mar 11 2018 MTek Industries, Inc. Tue Jun 2611:13:36 2018 Scale = 1:27.3 13 14-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Ifdeft LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 9 nlr 120 MT20 244fl90 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 9 rdr 90 BOLL 0.0 Rep Stress ]nor NO WB 0.10 Horz(CT) 0.00 8 rda ma BCDL 10.0 Code FBC2017frP12014 MatdxS Weight 651b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied orb-M oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-0-0. (lb)- Max Horz 2=181(LC 11) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-192(LC 12). 8=-192(LC 12), 13=-111(LC 12). 14=-103(LC 12),11=-111(LC 12),10=-103(LC 12) Max Grav All reactions 250 lb or less at joints) 2, 8,12,13, 14, 11, 10 -FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 4-5=-81/283, 5-6=-81/293 WEBS 4-13=-131/308, 3-14=-171/343, 6-11=130/308, 7-10=-171/343 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=4.2ps1; BCDL=3.Opsf; h=13ft; B=95ft; L=48ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS-(directional) and C-C Comer(3) -1-54 to 34-0, Exterior(2) 3-4-0 to 7-0-0, Comer(3) 7-0-0 to 11-9-3 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 ANSIITPI 1. 4) All plates are 2x3 MT20 unless otherwise indicated.. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-M Do. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 8) • This buss 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1921b uplift at joint 2, 19216 uplift at joint 8, 111 Ib uplift at joint 13,103lb uplift atjoint 14, 111 Its uplift at joint 11 and 1031b uplift at joint 10. Joaquin Vilez,PE N65818 ; MiTpk USA, Iac,,FL Peit;8834'; , AllQ4 ParkeEasl elvd.7pmpak*i(0; Date: June 26,2018 AwARMNO-VerlydWgnpnrama andREADNOMSON TN/SANDINCLUDEDMREXREFER EPAGEM67413re 1000311115110REU5E Design valid for use only with MileWconneciors, This design is based only upon parameters shown, and Is for an Individual bullding component, not �'- a Was system. Before use, the building designer must verily to applicability of design parameters and properly Incorporate this design Into the overall bUldingdesign. BacingIndicated Istoprevent bueldr,Oflnd'nidualtruss web in lorchardm ordersony. AddiWnaltempomryaMpermamntbmdng MiTek' Is allays reaulred for stakery and to prevent oollapsewhin possible personal injury and property damage. Forgenealguidonceregardirr9Ne fobdco6an,storage. delivery, ared'gn all bidding oftrusses and truss systems. see ANSUIPm Orully Winds, DS849 and BCSI Building Component 6904 Parke East Blvd. Sefey InhormeUon avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job Truss TrussType Ply MORNINGDEW T14401784 M11425 VA VALLEY �Oty 8 7 �3128-3138 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MITeK Industries, Inc. TUB Jun 2a 11:13:3T 2Uld Yage 1 ID:mxt3z000IcPw7thmwC9H Wgmi0u-x8uwomQwTCaxylXbKOU 1 SBdgIOzLPaaUf3Uz2QrC 4x4 = 8 7 6 3z4 2x3 II 2x3 11 2x3, It 3z4 -1 LOADING (Pat) SPACING- 2-0-0 C51. DEFL. In (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TO 0.28 Van(LL) We - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Ven(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Cade FBC2017rrP12014 Matrix-S LUMBER- TOPCHORD 2x4SPNo.3 BOT CHORD 2x4 SP M 30 OTHERS 2x4 SP No.3 Scale =1:22A PLATES GRIP MT20 244/190 Weight: 48 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 134-0. (lb)- Max Hom 1=-130(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) 1, 5 except 6=-196(LC 12), 8=-196(LC 12) Max Grav All reactions 250111 or less at joint(s) 1, 5, 7 except 6=324(LC 18). 8=324(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(I1g) or less except when shown. 'WEBS 4-6=-241/336,2-8=-242/336 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=3.Ops1; h=13ft; B=95ft; L=4811; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) 0-7-7 to 5-4-10, Interior(1) 5-4-10 to 6-8-0. Exterior(2) 6-8-0 to 11-5-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 gat bottom chord live load nonconcument 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 fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except at=lb) 6=196, 8=196. J6aquiiivilbz,P6 Na.88182r .MiTpk.USA, Ii t. ,FL Cart 6834' (890,4 Pat'KeEaif Blvd:TampaA 18@1d' Dale: June 26,2018 AWARNING -Verity Besfgn paremelereanJ READ NOTES ON MIS AND INCLUDED Uni REFERENCEPAGEMB-74l] rev, IMM2815 BEFORE USE Design valid for use only with MITo Wconnectors. This design Is based only upon parameters shown, and Is for an Individual holding wandered. not a ass system. Before use, the building designer must verify me applicability of design parameters and property Incorporate this design Into the overall buldin9deegn. Bracing Indicated Is to prevent buckling of Individual mass eat, andlorchord members only. Additional temporary add permanent brecing M!Tek' Is always required for stabilivand to prevent collapse with possible personal injury and preperty damage. For general guidance regarding the teenagers storage, delivery. patches add belong of Nrssea and buss systems, see ANSNPI1 Deafly Cdreda. DSB-09 and BOSI Building Comppneal 691 Parka East Blvd. Smatylnformafran available hem Tra3 Plate Insfitde, 218 N. Lee SireeL Suife 312, Alexandria, VA22314. Tampa, FL string Job Truss Truss Type Oty, Ply MORNINGDEW T14401785 M11425 VB GABLE 6 1 �312&31138 Job Reference o flonal Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Jun 26 11:13:3B 2018 Page 1 ID:mM3z000ICPW?thmwC9HWgzwlOu-PKSJ?HyZBDb3C4E9sF6ZZhaYulxY7ObYpEDCbxz2OrB 5-" 10-8-0 5d-0 5-4-0 3x4 i 2x3 II 4.5 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) n/a - n/a 999 TOOL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) n/a - We 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 3 n/a We BCDL 10.0 Code FBC2017r7PI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=157/10-8-0, 3=157/10-8-0, 4=383/10.8-0 Max Horz 1=-101(LC 10) Max Uplift 1=-98(LC 12). 3=-98(LC 12), 4=-174(LC 12) Max Grav 1=161(LC 17), 3=176(LC 18), 4=383(LC 1) FORCES. (lb)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-4=-247/334 Scale = 1:18.3 3x4 PLATES GRIP MT20 2441190 Weight: 351b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc purilns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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=3.Opsf; h=131t; B=95ft; L=48ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and G-C Extenor(2) zone;C-C for members and tomes 13 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 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 fit between the boftom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Is uplift at joints) 1, 3 except (jt=1b) 4=174. Joaquin VilozPE No:6810-; .MiTek USA; bIc-'KCeR 898'l`.. - 6904 Pa IkeESst 61vd.Tian p-K 3887Q Date: June 26,2018 AWARN/NG.Ve ydasrgnpe temmdREAONOFESONMM MD/NUUDm MITFRREFERENDEPAGEMIF1423re .. 1040=15BEFOREUSE Design valid for use only with MiTek® corrections. This design is based only upon parameters shown, and is for an Individual building component, not ��' a buss system. Before use, me building designer must verily the epplicabiliy of design parameters and properly incorporate this design Into the overall builiingdesigm Bracng lndieated is to prevent bucBim3 ofindividual Was web andfor cJwN members only. MrImonaltemporaryaMpermamntbmeng MiTek' is always reyuved for stability and 0 prevent collapse arm possible personal injury and property damage. Forgenemlguidanedragardirgihe fabrication, storage, delivery,election and bracing ofbussee and truss systems, see ANSalolf Ouelly, Criteria,DSS-99 and BCSI Building component 6004 Parke East Blvd. Safefy intermission avallabie bom Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314, Temps, FL 36610 Job Truss Truss Type Qty Ply MORNINGDEW T14401788 M11425 VC VALLEY 6 1 �3128-3138 Job Reference (optional) unambers Truss. Inc., ran rlerce, rL 3x4 i 2 2x3 II 4 , aeo , ID:mxt3zU UQIcPw?lhmwC9H WgzwlOu-tXOhDcyByXjwgEpLPydo5v719RISstHl1 uzm7Nz2QrA 44 = LOADING last) SPACING- 2-0-0 CST. 'EFL. in (loc)/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) n/a - nla 999 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) Na - nla 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 3 nla Na BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=125/8-0-0, 3=125/8-0-0, 4=250/8-M Max Hom 1=-73(LC 10) Max Uplift 1=-85(LC 12), 3=-85(LC 12), 4=-96(LC 12) Max Grav 1=126(LC 17), 3=137(LC 18). 4=250(LC 1) FORCES. (Ito) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:14.7 3x4 PLATES GRIP MT20 2441190 Weight: 2511a FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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=3.Opsf; h=13ft; B=95ft; L=4811; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 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 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3, 4. Joaquin Vil;iJpe No.8818L: MiTpk USA Inc FL Urt'634: 8984 ParkoEmt Blvd. T,ampaFL 33810' Date: June 26,2018 QWARN/NG.Vedlydeslgnpammerersend REAONOMSONMISANDINOLUDWMMIX FERENCEPAGE5 7V3.m.. lWiV2015BEFOREUSE Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use. the building designer must verify the applicability of design parameters and property Inmrpcma this design Into the overall Brad, indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent boxing MiTeW bulldingdesign. prevent is always required for stability and to prevent mllapse with possible personal injury and property damage. Far generel guidance regarding me fabrtmtlon, stooge. delivery. inaction aM brsdng of tmssss and Irusf aystems, sae ANSI77P/f Quality console, DSB49 and Best Building comparator 6904 Parke East Blvd. SmAnylnrummgxn TBmpa,FL W610 Job Truss��TmssTy�pe��Qty MORNINGDEW T74401787 M11425 VD b Refeence o tional unambers truss, inc., con vierce, rL 3.4 i 2x3II 2 4 ID:m%t3z000ICPw?thmwCgH W gzwlOu-Lja3OyzplrsnROOXzf81 e6f?prgcbLvrGYiJgpz20r9 4s4 = 3x4 LOADING (pat) SPACING- 2-0-0 CSI. DEFL In (too) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) Na - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WS 0.05 Horz(CT) 0.00 3 n/a Na BCDL 10.0 Cade FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=76/5-4-0, 3=76/5-0-0, 4=151/5-0-0 Max Horz 1=-44(LC 10) Max Uplift 1=-51(LC 12), 3=-51(LC 12), 4=-58(LC 12) Max Gran, 1=76(LC 17), 3=83(LC 18), 4=151(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:10.8 PLATES GRIP MT20 2441190 Weight: 16 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 54-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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=3.Opsf, h=13ft; B=95ft; L=48ft; eave=6ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3, 4. Joaquin V�LzfF Nd:63131> ,MiTpk USA, Inc. Ftr.0 6634,,, ,. 6911q Parke EA1Blgd.TzihpaFL 33Q10 Date: June 26,201 S ® WARMNO- VerifydeNgnparamefem end READNOTESONTNISANDINCLUDW MITEKREFERENCEPAGEM1A7473rev. 13eY2015BEF0RE USE sissis Design valid for use only With MmekW connectors. This design -is based only upon parameters shown, eM is for an individual building component, not �'- o the ovemll a huss system. Before use, the budding designer must vedfy the applicability of design parameters and propedy Inmrpomte this design Into buiidingdedgn. among indicated is to neventbucklingofIndividual tress nails andlorchardmembersonly. AdditionaltempoaryandpermarentbrzGng WAY MiTek- is always required far stability and to provem misuse wi0, somas personal mmy and pmpeM damage. For geneal guld.. Want, the febncation, sbmge,delivery, erection and bracing of trusses and trues systems. me ANSVil Qul climate, Di and SCS) Building Componoof 6904 Parke Fast BNd. Seferylnformothm evallablefmm Tmss Plate lnetitute,2la N. Lee Straet Suite 312,Alexandda, VA 22314, Temps, FL 36610 Job Truss Truss Type Cry Ply MORNINGDEW T14401788 M11425 VE VALLEY 8 1 �3128-3138 Job Reference o 8onal unambers truss, Inc., ron vierce, mL 0 o.Ieo a mewl euio mnea nausmes, mc. iue aunm 6.00 12 Seats =1:6.0 2 3 4x6 4 3x4 J LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Ve itNa - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) rda - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Cade FBC2017/TP12014 Matrix-P Weight.6 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=53/2-8-0, 3=5312-8.0 Max Hoa 1=15(LC 11) Max Uplift 1=-28(LC 12), 3=-28(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160ni (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Ops1; h=13ft; B=95ft; L=4811; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS.(directions]) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at Joint(s)1, 3. Joaquin VibzPB Na.6618U. 'MITpk,USA, lnc.kCeR,863C - 8$0.4PafkeE_ Blvd.,TpmpaFL,rl3910,' Date: June 26,2018 ®WARNING-V ''yd gnpeamefersend READNO SOMTMSANDINCLUDEDMirEKREFERENCEPAGEMII-713hat 1=312015BEFOREOSE asesse - Design valid for use only with NTekW comedors. This design is based only upon parameters shown, and Is bran Individual building component, not Mt a muss system. Before use, the building designer must verify the applicability of design parameters and properly Incoryoral, this design into the overall Bracing indicated is to bupiJbgofindividualtruss web eMforUwrdmembersonly. Addittiourempararyardpeimarnem bradeg MiTek' buiidingdealgn. prevent Is atwaya re4uimd brsbbiliy end to pmvedwllapse with possibb pe,sovlinjury antl PopaM damage. Forgeneurl9Wdenceregardi,glhe relaxation. storage. delivery. erection and burping of Wsses and Voss systems. we ANSN7PIl qualify Crouse. OSS49 and Best Berrien, Component 6904 Parke East Bind. Saley lniormafen available from Tress Plate Instltme, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply 3128-3138 MORNINGDEW T14401789 M11425 VGE GABLE �Qty 3 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Jun 2611:13:41 2018 Page 1 ID:mxt3z000ICPW?thmwC9HWgz :Ou-pv8Rdl RTB e3YzjKNgGAKC9xE1 IKnY?VCSsCFz2Qr8 7.10-71 15-8-5 7-10-17 7-10-11 4x4 = Scale =1:24.9 31 4 12 11 10 9 8 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Lrd TCLL 20.0 Plate Grip DOL 1.25 TIC0.23 Vert(LL) Na - me 999 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vart(DT) rda - rJa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Cade FOC2017ITP12014 Matdx-S PLATES GRIP MT20 244/190 Weight: 64 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 101 oc bracing. OTHERS 2x4 SP No.3 THIS COMPONENT IS TO BE USED IN REACTIONS. All bearings 15-9-5. ON I RIGIDTH A M CONJUNCTTHIS DIAPHRAGM RA MMUST ECAPABLEA F (lb)- Max Hoe 1=-156(LC 10) TRANSFERRING ROOF LOADS TO THE GROUND Max Uplift All uplift 1001b Or less atjoint(s) 1, 7, 11, 9 except 12=-175(LC 12). 8=-175(LC 12) WITH NEGLIGIBLE LATERAL DEFLECTIONS, Max Grav All reactions 250 Ib or less al joints) 1, 7, 10, 11, 9 except 12=288(LC 17), 8=288(LC 18) FORCES. (lb) -Max. Comp/Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-12=210/291, 6-8=-210/291 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=3.Opsf; h=13ft; B=95ft; L=48ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exteriti 0-7-7 to 5-0-10, Interior(1) 5-4-10 to 7-10-11, Exterior(2) 7-10-11 to 12-7-14 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x3 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord beading. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at )olnl(s)1, 7, 11, 9 except Qt=lb) 12=175, 8=175. J6aquie VebzAB Nc.08182:: "IT gk USA; Ihd.k: Celf8334', , 8804 Pafke,EaetBlvd:YempaFL73810� Date: June 26,2018 AWARNING-Vedfydeslgnparame an R DNOWSONTNISANDINUUDWMI REFERENCEPAGEMIF7473mv 1HD31/2015BEFOREUSE Design valid for use only wish Mnek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not e boas system. Before use, fee building designer must verify the applicability of design parameters and properly Incorporate this design ]Me the overall building design. among indicated is to prevent buckling of individual those web dMlor chord members only. Additional temporary and permanent bracing MiTek' Is always required for enmity and to prevent collapse with possible personal Injury and property damage. ForpnemlguidenceregaNkgshe fabrication, storage, delivery, onsel and baring of trustee and miss systems, see Atli Duality (a teda, DSB49 and Bwl Building component 6904 Parke East Blvd. Sisch,holmmetlan amehesa hors Truce Plate Institute, 218 N. Lee Street, Suit. 312, Alexandria, VA 22314. Tampa, FL U610 Symbols PLATE LOCATION AND ORIENTATION s " Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. TI For 4 x 2 orientation, locate plates 0- vie' 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 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 dl� reaction section indicates joint number where bearings occur. Min size shown is forcrushing only. Industry Standards: ANSIITP11: 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 Woad Trusses. Numbering System 6-48 I I dimensions shown in calixteenths (Drawings not to scale) 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 NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSIfTPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITekO All Rights Reserved �m W1 III MiTekis MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, isalwaysrequired. 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 maledals on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. S. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANS[rrP11. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural wnsideration 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 pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 R. 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/rPI 1 Quality Criteria.