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HomeMy WebLinkAboutTRUSS 1-2-19IY0,16 "- UUUX M Tie k` Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 7t167 - 9502 Poinciana Court / Q56506 Site Ir formation: Custo er Info: HOMECRETE HOMES, INC. Project Name: Lot/BI ck: Subdivision: Addre§s: 9502 POINCIANA COURT RECEIVED JAN02m% MiTek USA, �'�i fitting ge 6904 Parke East Blvd.' ! t�gle94n r' " 9502 POINCIANA COUKI pW a "0-4115 City. '!ORT ST LUCIE State: FL Name ��ddress and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: City: 11 State: Gene I Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Load! ig Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8. Wind'�ode: ASCE 7-10 Wind Speed: 160 mph r d This A 1- ad: 37.0 psf Floor Load: N/A psf this index sheet ff r e includes 3 individual, Truss Design Drawings and 0 Additional Drawings. al affixed to this sheet, I hereby certify that I am the Truss Design Engineer 61 G15-31.003, section 5 of the Florida Board of Professions ngine� �V Truss Name Date G Mtn r y beal s to No. eal# 1 15898651 AA 12/27/18 2 15898652 AB 12/27/18 3 15898653 AC 12/27/18 The tf USA, Truss My lic pNMP'0 R�viE �O O p�C�yQ�G ON�51 VP 5 P Q�N PO�''N E G�� QDS NS qG���®��� ��rs��\No�c ��`� V drawing(s) referenced above have been prepared by MiTek under my direct supervision based on the parameters by Chambers Truss. ;sign Engineer's Name: Albani, Thomas se renewal date for the state of Florida is February 28, 2019. IMPOR, TANT NOTE: The seal on these truss component designs is a certification that the a gineer named is licensed in the jurisdiction(s) identified and that the designs GG mply with ANSI/TPI 1. These designs are based upon parameters shown (E. loads, supports, dimensions, shapes and design codes), which were given to iTek. Any project specific information included is for MiTek's customers file refer ice purpose only, and was not taken into account in the preparation of these deigns. MiTek has not Independently verified the applicability of the design paramet s or the designs for any particular building. Before use, the building designer should v 'fy applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. N A4B No 39 .80 ?O: ST OF ONAE�%`%` "SiR1111,01, Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: December 27,2018 Albani, Thomas 1 of 1 roinciana Court / Q56506 Jo n 75167 AA M THIS R T15898 Type SPECIAL fil 3-9-4 4-11.4 11-9-4 18.7-4 _ 237-14_ 29-0-0 3-9-4 1.2-08-10.0 810-0 5.0-10 5-0-2 LOWER BEARING HEIGHT 12" AS SHOWN APPLY 2 X 6 SP NO.2 SCAB TO ONE FACE OF TRUSS. ATTACH WITH 2 ROWS OF (0.131" X 3") NAILS SPACED 3" O.C. PLUS 5 NAILS INTO THE OVERLAPPED TOP AND BOTTOM CHnan AIR IS APPLICABL 1, T15B98652, T15f 3: AA, AS, AC). 4x4 = 6.00 12 6 rxo — 13 12 10 9 2.Sx4 1 44 = 3x6 = 3x8 = 6x6 5x6 = V 4 T16898651 JG 1UNI Scale - 1:66.3 Plate Offse X Y — 14:0-2-4,Ed e LOADING sf) SPACING- 2-0.0 CSI. DEFL. in floc) I/deb Ud PLATES GRIP TCLL 0.0 Plate Grip DOL 1.25 TC 0.69 Vert(L-) -0.35 9-10 >982 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.63 9-10 >544 240 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.10 9 n/a n/a BCDL 0.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.15 13 >999 240 Weight: 197lb FT = 20% LUMBER- BRACING - TOP CHOFj 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, [PSA] BOT CHOF 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 "Except` BOT CHORD Rigid ceiling directly applied or 5-8-2 oo bracing. 1-15: 2x4 SP M 30 WEBS 1 Row at midpt 5-14, 5-10, 7-9 LBR SCAB 1-17 2x6 SP No.2 one side REACTIO (size) 9=Mechanical, 17=0-7-4 Max Horz 17=-163(LC 10) Max Uplift 9=-323(LC 12), 17=-306(LC 12) Max Grav 9=1066(LC 19), 17=1065(LC 1) FORCES. (lb) - Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHO 16-17=-1062/514, 1-16=-968/495, 1-18=-3168/1494, 2-18=-3168/1494, 2-3=-2961/1398, 3-4=-2895/1449, 4-5=2776/1463, 5-19=-956/546, 6-19=-867/557, 6-20=-867/581, 7-20=-944/564 BOT CHO 15-16=288/374, 14-15=-1646/3413, 3-14=-295/251, 12-13=-184/448, 12-22=-630/1389, 11-22=-630/1389, 10-11=-630/1389, 10-23=-324/653, 23-24=-324/653, 9-24=-324/653 WEBS 1-1 92/952, 5.14=-832/1559, 1 1 A„q 5-10=-733/4346-10252/5395=-850/4?7-105/309, 79= 1040/529 ♦,♦���l�S' 0 4e Ebaian ♦ • �' E N �•''• �i 1) U d roof live loads have been considered for this design. '• 2) Wind: A CE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; save=4ft; NO 3.9380 Cat. II; p B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2p0-1-12 to 3-1-12, Interior(1) 3-1-12 to 18-7-4, Exterior(2) +` 18-7-4 t 21-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide dequate drainage to prevent water ponding. 4) This trust has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .' � �• 5) • This tr66 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 to Ben the bottom chord and any other members, with BCDL = I O.Opsf. : 0 �ijT •' 6) Refer to irder(s) for truss to truss connections. �� O R , Q P �_,♦� �% 7) Bearing joint(s) 17 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity oesurface. is ♦♦ ���'�5;� 8) Provide chanicalcon connection (by others) of truss to bearing plate capable of withstanding 323 Ito at joint 9 and 306 lb uplift N A� ��;.�♦� at joint 1 Thomas A. Albani PE No.39380 LOAD CA E(S) Standard Mfrek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: December 27,2018 ® WARMI • Vor/ry da/gn paramstern and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE I1111-7473 rev. 101=015 BEFORE USE. Design valtttt for use onlywith Mi rek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss syst m. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building dei gn. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always ulred for stability and to prevent collapsewllh possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANShTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety info aUon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Court / Q56506 T15898652 5167 Chambers =_5Type Roof Special 1 I 1 ;, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Dec 27 08:52:17 2018 Page 1 I D:o Pu2174eUpAn s3fef2iEMozLblw-JIs3 ipdLYvBwZgS mOKkOfugdGIbbUeditakH mly4pVS 4-11-012-2.4 18.7.4 23-7-14 29-0-0 4-11-4 0-10.0 6-5-0 6-5-0 5-0-10 5-4-2 REFER TO DRAWING T15898651; (TRUSS: AA) FOR REPAIR DETAILS APPLICABLE TO THIS TRUSS. 4x4 = 5 Scale = 1:59.3 axe 1 12 11 9 8 3x4 1 3x6 = 3x8 = 6x8 = 7x8 = 4-11-0 12-2.4 18-74 29-M 4-11.4 73.0 6-5-0 104-12 Plate Offsets Y -• 11:0-4-0 0.1-12 13:0-4-4 0-2-12 LOADING (p SPACING- 2-0-0 CSI. DEFL, In (loc) I/deg L/d PLATES GRIP TCLL 2 0 Plate Grip DOL 1.25 TIC0.69 Vert(LL) -0.34 8-9 >999 360 MT20 244/190 TCDL 7 0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.62 8-9 >557 240 BCLL 0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.05 8 n/a n/a BCDL 1 0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.09 13 >999 240 Weight: 192 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 44-0 cc pudIns, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 2-12: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-5-7 cc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-9, 6-8, 3-11 REACTIONS (lb/size) 14=1062/0.7-4, 8=1062/Mechanical Max Horz 14=-150(LC 10) Max Uplift 14=-310(LC 12), 8=-319(LC 12) Max Grav 14=1062(LC 1). 8=1069(LC 18) FORCES. (,b) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORC 1-14=•990/524, 1-2=-2205/1050, 2-3=2096/996, 3-4=-1476r701, 4-5=-953/558, 5-6=-937/577 B0T CHORD 11-12=-1311306, 9-11=-599/1327, 8-9=-322/655 WEBS 1-13=-1097/2307, 11-13=-977/2003, 3-13=-431/209, 4-11=65/368, 4-9=-689/417, 5-9=-260/547, 6-9=-0/304, 6-8=-1044/525, 3-11=-1075/568 NOTES- 1) Unbalance roof live loads have been considered for this design. 2) Wind: AS 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=oft; Cat. II; Exp B; nd., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-1-12 to 3-1-12, interior(1) 3-1-12 to 18-7-4, Exterior(2) 18-7.4 to 1-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide a quate drainage to prevent water ponding. 4) This truss as been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This trus 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 betm ten the bottom chord and any other members, with BCDL - 10.Opsf. 6) Refer to gi er(s) for truss to truss connections. 7) Provide In anical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except at=lb) 14=310,8 319, %�ep�Ps A.:449���ii •••\DENS •.9�.�i No. 39380 � * r CC '40 W�-: ef /ON >t100% nln Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 AwARNII 13. VaAry daalpn parameters and READ NOTES ON TMS AND INCLUDED A97EK REFERENCE PAGE MIf7173 rev. 10/03,2016 BEFORE USE. —� Design valld for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��' a truss syst m. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building des gn. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always uired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, '.rage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 Qualify CdfeNe, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Info ado. available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA22314. Tampa, FL 36810 Truss oe Type Qty awe domclana Court 1056506 Jab T15898653 75167 �Ply AC Roof Special 1 1 Job Reference (optional) Chambers Tru s, Inc., Fort Pierce, FL 8.130 s Mar 112018 MITek Industries, Inc. Thu Dec 27 08:52:18 2018 Page 1 ID:oPu2174eUpAns3fef2iEMozLbfw-nUQRv9ezJCJnB 1zy1GdB5Do56yD7er6EUg18y4pVR Ot11-12 31-4 A-11-4 7-9.4 13.2.4 18.7-4 23-7.14 29-D-0 0-11.12 2.9-8 1-2-0 2-10-0 5.5-0 5-5-0 5-0-10 4x4 = Scale = 1:57.9 REFER TO DRAWING T15898651; (TRUSS: AA) FOR REPAIR DETAILS APPLICABLE TO THIS TRUSS. 7 19 20 3x4 3x4 6 8 21 6.00 12 4x4 = 4x12 = 3x4 I 3x4 I d' 9 4x4 = 3 4 3x4 I 1 1 � b 18 1222 23 24 0 17 ex10 = _ ¢ 6x8 = 15 14 13 11 10 3x4 I 44 = 3x4 = 3x6 3x8 = 6x8 = 3.9-0 4-11 4 7-9-4 13-2.4 18-7-4 21.8.12 29-0-0 3-9-4 1-2.0 2-10-0 5-5-0 5-5.0 3.1.8 7-3-4 Plate Offsets Y -- 16:0-2-9 0-2-12 LOADING (p SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 2 0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.34 10-11 >999 360 MT20 244/190 TCDL 0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.60 10-11 >573 240 BCLL 0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.03 10 n/a n/a BCDL 1 0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.05 13 >999 240 Weight: 200 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 DO pudins, BOT CHORD 2x4 SP M 30 `Except* except end verticals. 4-16: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-4-14 oo bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6 11, B-10 REACTIONS (lb/size) 17=1062/0-7-4, 10=106210-4-12 Max Horz 17=-155(LC 10) Max Uplift 17=-309(LC 12), 10=-320(LC 12) Max Grav 17=1062(LC 1), 10=1073(LC 18) FORCES. (b) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-14231714, 3-4=-1461/764, 4-5=-1448/759, 5.6= 1352/695, 6-7=-936/572, 7-8=-937/587 SOT CHOR 16-17=393/645, 13-141 -77211565, 11-13=-569/1231, 10-11=-328/656 WEBS 2-17=-1102/614, 2-16=-343/747, 3-16=-236/538, 14.16=-764/1602, 5-14=-488/321, 5-13=-443/257, 6-13=130/355, 6-11=-639/417, 7-11=-294/568, 8-11=0/300, 8-10=-1045/537 NOTES- UnbaIancE ,``,�111111!!I!!�,' 0 A live =160mph have been igust) for this iph; 2) Wind AS7-10;Vultf Il; Exp B; Vasd=124mdered (3-seconds TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=29ft; save=oft; Cat. -�`,`�`;•P'S' '' cl., GCpi=0.18; MWFRS and C-C Exterior(2) 0.1-12 to 0-11-12, Interior(1) 0-11-12 to 3-9-4, Exterior(2) �� ••�\G E S�:• ��i�♦o♦, (directional) ,�� 3-9-4 to 6 4, Interior(1) 7-9-4 to 28-10.4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip OL=1.60No 39380 3) Provide a drainage to prevent water ponding. 4) This trusss Je6quate, been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) • This truas 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 widewill fit ben 6) Provide mechanical the bottom chord and any other members, with BCDL = I O.Opsf. connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) �•.� • ��� 17=309, 1 =320. ♦ Q' _ `� % N A` Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 27,2018 AWARNII VaNy daalgn parameters and READ NOTES ON THIS AND INCLUDED at]TEK REFERENCE PAGE 111I1-7473 rev. 1010=015 BEFORE USE. ' Design vall for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss syst building de m. Before use, the building designer must verify, the applicability of design parameters and property Incorporate this design Into the overall 1 n. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only, Additional temporary and permanent bracing MiTek° Is always wired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, orage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Info stlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandris, VA 22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths_ Apply plates to both sides of truss and fully embed teeth. 0-11fi For 4 x 2 orientation, locate plates 0- 'lid' 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 by symbol shown and/or by text in the bracing section of the output. Use Tor I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal DSB-89: BCSI: J Design Standard for Bracing. _ Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-" dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS 0 of O U a O 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MTek® All Rights Reserved MiTek a MTek Engineering Reference Sheet: MII-7473 rev.10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stabirdy bracing for truss system, e.g. diagonal orX bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSVTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIrrPI 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 fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, N 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 20. Design assumes manufacture in accordance with ANSlrrPI 1 Quality Criteria-