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HomeMy WebLinkAboutRevision; Truss RepairOFFICE USE ONLY: DATE.FIIED \d 1� `�� _ _..._ ._-_PERMIT# I10- T31 fo REVISION FEE: RECEIPT # PLANNING & DEVELOPMENT SERVIIPES--- BUILDING & CODE REGULATION DIVISION RECEIVI i� 2300 VIRGINIA AVENM i T FORT PIERCE, FL 34982-5652 I 9 (772)462-1553 2, APPLICATION FOR BUILDING PERMIT R&Mj)jSjSff �hpc PROJECT INFORMATION r '' 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: _ ADDRESS: CITY: PHONE (DA TIME): — 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: 5.. ARCHITECTIENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE(DAYT SLCCC: 03/09 x�ism 04rz612010 ST.LUCIE COUNTY CERT. #: 'ATE: YI__ ZIP: FAX: STATE: ZIP: FAX: He Copy RE: Lumber design values afe in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IV J 1 Art Lucie County, Pern Site Information: Customer Info: GROUP ONE CONSTRUCTION Project Name: Lot/Block: Subdivision: Address: 20005 SOUTHERN STAR City: FORT PIERCE State: FL MiTek USA, Inc. 6904 Parke 3East �Blvd. 5 20005 SOUTHERTI�'Sk H 6Model: 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: FBC2014/TPI2007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 3 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 EngT�puITENEAS OR ATTACHMENTS JNo. Seal# Truss Name Date 1 1 T14671586 66 _ 7/26/18 I2 1 T14671587 G7 7/26/18 13 I T146715881 G8 7/26/18 ARE THE RESPONSIBILITY OF THE THESE PLANS AND ALL PROPOSED WORK CONTRACTOR OF RECORD ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. I�� q ✓off 8'lv ST. LUCIE C "1 Y BUILDP G T Ji.^a:01 REVIEWED FOR REVIEWED B , DATE PLANS AND IsEW&T MUST BE KEPT ON JOB 02Z NO LVSPECTION WILL BE ►LADE. 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: Albani; Thomas My license renewal date for the state of Florida is February 28, 2019. 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's 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 ANSI/TPI 1; Chapter 2. • STR R •��S'S �� N A�opIj Mrrek USA Inc. FL Cerli183llte copy 6904 Parke Fast Blvd:TampaFL33610 YJ Date: July 26,2018 Albani, Thomas 1 of 1 :rN �dw"N'i4.'i 2A3N3T;AiUaJk3�iU:i �NT?0''lUIBIiNGy23F�lii �a� apUJ?r3�fl0TaAFTNO� vt- ail . �-- � - •. Job truss I rus5 Type City Fly 20005 SOUTHERN STAR , 744W G6 SPECIAL 1 1 Units: j146J1586 Job Reference (op0ona0 _ _ _ - Eng: JL / Chambers Truss, Irc., Fog Pierce. FL 8.lW s May 122018 Mnak Indugr1os, Irc. Thu JU1261159:54 2018 Pagel I D:84h5MBmOpx7MT9hX8GzMj9zz5ll-C62egy1mG7CLIW 617oV3orgCABieh4AJSDo6zZyuDe3 M-5-12 e-6-0 iBO-4 20-B-0 30-s42 32 b4 3A4-4 8-6-0 &6-4 20-0 5-8-12 I 5.8.12 h]-88 4-10-a - - 5x6 11 4x5 = Scale=1:74.8 sx6 = 3x4 II Sx6 = 9 ,0 REPAIR: STUB TRUSS 6.00 12 AS SHOWN. 3x4 11 25 4x6 i 3x4 i 44 3.0-0 2 is 13 I_0 El q C 18 17 26 27 14 28 29 = = 166x8 = 3� = 6x8 3.6 5x6 = 12 'LL 3x4 = 3x4 II 6xB = 0-8-0 LUMBER AND CONNECTOR PLATES (SHOWN DASHED) TO BE y; REMOVE ANY REMAINING SECTION OF SLIDER AND CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATE(S) W -1^'ti, REMOVE ANY E AWING S C IONNO.OF IN. GRA AN MUST BE FULLY EMBEDDED AND UNDISTURBED. E]ATTACH U2' PLYWOOD OR OSB GUSSET (15/32• RATED SHEATHING 32116 EXP 1) THIS REPAIR IS APPLICABLE TO DRAWING NUMBER(S) TO EACH FACE OFTRUSS WITH (0.131'X2.5'MIN.)NAILS PER THE FOLLOWING NAIL SCHEDULE: T74671586{G6I ANDT1d67158&(G8). 2%35-2 ROWS, 2X4'S-3 ROWS, 2X65 AND LARGER-4 ROWS: SPACED ®4'O.C. FOR ALL LUMBER, PLATES, ETC. NOT SHOWN, NAILS TO BE DRIVEN FROM BOTH FACES. STAGGER SPACING FROM FRONT TO BACK FACE REFER TO THE ABOVE DRAWING NUMBER(S). PnQ A NFT O' n M1 SPAr:INP IN CACN nnurngn TBI ISS MFMRFR I IAF T MFMRFP FNn nISTGNCF 4Sp a-60 n-or { 2a-so i 3z-1-0 a7-a-a i e- ]-10-0 8.6.4 7-e-12 7-4:4 5J-0 Plate Offsets(X,Y)-- (4:0-3-0,Edge],(6:0-3-0,0-2-01.(9:0-1-120-2-81 [13:0-2-120-2-4] (15:0-2-120-2-81 [16:Edge0-1-81 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Ven(LL) -0.22 14-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Verl(TL) -0.5916-17 >749 240 SCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.11 11 n/a rda BCDL 10.0 Code FBC2014/TP12007 Matdx-MS Wind(LL) 0.24 16-17 >999 240 Weight: 293 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 'Except' 5-16,9-12: 2x4 SP No.3 WEBS SLIDER it2x8 SP No.2 (MIN. GRADE] 34i-0 (•) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purge, except end verOcals. BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. Except: 1 Row at midpt 5-15 WEBS 1 Row at mldpt 15-17, 3-15. 6-15, 6.14, 7-14, 8-14, 8-13, 10-13 2 Rows at 113 pis 10-11 REACTIONS. (Ib/size) 11=1352/0-7-8, 1=1352/0-3-0 Max Horz 1=604(LC 12) Max Uplift 11=-917(LC 12), 1=-720(LC 12) Max Grav l l=1506(LC 17), 1=1513(LC 17) FORCES. (Ib) - Max. Comp./MaX Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 1-2= 480/588, 2-3_ 2301/1522, 3-23=-2089/1421, 23-24=-2054/1424, 4-24= 2046/1426, 4-5=-2015/1449,5-6=-2167/1776,6-7=-1451/1105, 7-25=-1451/1105, 8-25= 1451/1105, e-9= 766/561, 9-10= 678/547. 10-11=-1464/1262 BOT CHORD 1-18= 1914/2144, 17-18= 1914/2144, 5-15= 550/742, 15-26_ 1390/1616, 26-27=-1390/1616,14-27=-1390/1616,14-28=-768/942,28-29=-768/942,13-29=-768/942 WEBS 3-17= 160/326, 15-17=1838/2065, 3-15=-300/422, 6-15= 1074/1169, 6-14= 2721372, 7-14— 362/475, 8-14= 792/988,8-13=-1354/1145,10-13=-1232/1523 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=150f1; L=1001 Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-0 to 10-3-3, Intenor(1) 10-3-3 to 19-0-4, 19-0-4 to 28-7-7, Intedor(1) 30-5-12 to 32-4-12 zone;C-C for members and forces & MWFRS for reactions shown; Luml plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcunenl 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 will fit between the bottom chord antl any other members, with BCDL = 10.0psf. , 5) WA 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9171b uplift al Joint 11 and 720Ib uplift at Joint 1. WARNING. VedlydealgaparanademarldREAD NOTES ON MIS AND WICLUDED MREKREFERANCEPAGEM67473 rev. II SEFOREUSE a19n valid for use oNywith Mireksconhectors. This design Is txised only upon emameten, shown, and Is for al lntllNdld bu8dIng c0111txxa ReS System. Before ma.,he txIltlina de ner must vedN the aoollcabuiv, of deslan mramelem and mooedy Incomorote fhb deslnn Into in y944 Pak6 Cast Blvd. Tampa FL 33610 'WIV Cn` July26,2018 the 6904 Parka East 81,rd. Tampa, FL 33610 Job m66 IMet; I ype ty y 200D5 SOUTHERN STAR • ' , T1467153) 74497 G7 SPECIAL 4 1 Un s: 1 Job Reference o lional Eng: JL wa�mars cuss. im., ron r,nm¢, r�-,,...._...-at-.........IV-s.._....___.-_._.._..___._._e_. ID:B4h5MemOpx7MT9hXeGzMi9zz511-_Ozleu_FaiAjJWIVsVm?5wPTS6vW4 ZVVS_PLPyuCT9 2 oa aao 1 S2-8 I` 104-12 1 1380 17.04 2105 1 26A6 1 3z4-0 37dd .6 4.24 4ZA 33.12 3342 d40 bad bd-12 S3-0 144 Scale=1:74.8 REPAIR: STUB TRUSS AS SHOWN. 3x4 II 3x4 6 3 3x5 II 2 1 G ••, `• 22 25 Bzi4'% 23 Bx12 = 24 3z6 II 21 -jl c'JI 8.7312 3x4 II 3x6 �i 0-8.0 5x8 = 6.00 12 8 4x5 i 4x10 G 7 3x6 4 3x4 11 5 6 4 261 l —� 1 30 7 20 19Gx8 = 3x4 = 48 = 3x4 11 3x4 11 3.6 = 4x5 = 45 = 27 9 28 /0 29 11 12 5 31 t6 32 6k8 = R:= San = 14 3x4 11 13 San = Ib LUMBER AND CONNECTOR PLATES (SHOWN DASHED) TO BE SHOP FABRICATE SCAB TRUSS (SHOWN AS SHADED AREA ON TRUSS CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATE(S) MUST BE FULLY EMBEDDED AND UNDISTURBED. .;�.`'��x, DESIGN DRAWING) USING THE LUMBER AND PLATES INDICATED. _ ATTACH SCAB TRUSS TOONE FACE OF EXISTING TRUSS WITH(0.131' X 3') NAILS SCAB -TRUSS PLATES SHOWN BOXEDI ^"-�. (INTO ALL ALIGNING MEMBERS) PER THE FOLLOWING NAIL SCHEDULE: 2 xas-1 ROW, 2x4%- 2 ROWS, 2 x VS AND LARGER-3 ROWS: SCAB -TRUSS DETAILS LOCATED ON PAGE 21 SPACED ® 4' O.C. USE 2' MEMBER END DISTANCE. 2-0 4 Pe 62E 10d-02 1366 1A04 21-0L 2688 32-Fd 2Fdd & 62d 4-2d 3-Sf2 3 112 4[FO SBd idd2 S3-0 Plate Offsets(XY)- 12'0-1-11Edae118'0-6-00-2$1115-0.5.804-01118:0-5-80-4-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in Qoc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.13 18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.31 17-18 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.22 13 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matdx-MS Wind(LL) 0.24 18 >999 240 Weight: 332 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 `Except' 2-22:2x8 SP 240OF 2.OE, 4-21,7-19,11-14:2x4 SP No.3 BOT CHORD 2-24: 2x6 SP 240OF 2.OE WEBS 2x4 SP No.3 `Except' WEBS 1-25: 2x4 SP M 30 REACTIONS. (Ib/size) 13=1347/0-7-8, 25=1347/0.3-0 Max Horz 25=599(LC 12) Max Uplift 13=-916(1_C 12), 25= 714(LC 12) Max Gmv 13=15G4(LC 17), 25=1525(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-626/879, 2-3— 3397/2574, 3-4=-2726/l8a8, 4-26=-2733/2017, 5-26=-270312022, 5-6= 2694/2028, 6-7=-2101/1555, 7-8=-1654/1276, 8.27=-1197/986, 9-27= 1197/986, 9-28=-1197/986, 10-28= 1197/986, 10-29=-1197/986, 11-29=-1197/986, 11-12= 686/574, 12-13=-1456/1284,24-25=-1525/1009,1-24=-757/994 BOT CHORD 2-23=2910/3186, 22-23=-2920/3192, 4-22=-233/294, 7-18=607/803, 18-30--1644/1920, 17-30=-1645/1914,17-31_ 1229/1475,16-31— 1229/1475,16-32=-577/688, 15-32_ 576/694, 11-15= 1173/1154, 2-24-723/9 WEBS 3-23=-372/360, 3-22= 769/947, 20-22=1527/1768, 6-22=-1296/1391, 6-20= 1228/1143, 18-20= 1664/1940,7-17=959/893,8-17=-694/967,8-16=-566/495,9-16=-326/429, 11-16= B49/1050,12-15— 1274/1523 Continued on page 2 Structural wood sheathing directly applied or 3-10-0 oc pudins, except end verticals. Rigid ceiling directly applied or 5-8-15 oc bracing. Except: 1 Row at midpl 11-15 1 Row at mldpl' 6-22, 6-20. 7-17, 8-17. 8-16. 9-16, 11-16, 12-15 2 Rows at 1/3 pis 12-13 ,`IIIII I I II1Illll ,O� oPS A. 44% .`�4` `(�� ' 0 v 80 WARNING- YedtydaslgaparzmeferamdREAD NOTES ON TNISANDINCLUDED MI EKeEFERANCEPAGEMO-74M... 10/0.7?0158EFOREUSE. d,,,v Ird f,,.e tv wffi Mnwkrt,. n .t .l des'an k based oNv upon parameters shovm, and Is for an aMMdlal buldMO eomponant trot MiTak-USA, Inc. FL Can 6634 69H Parka East Blvd. Tampa FL 33610 Data: _ July 26,2018 lot staJAM, O to IX¢V¢m collanSe wnh pOS'lble Po,a, d MJuY of%l property ,IomOn-. FOr Wwral GUldcnc¢ regarding Me buts Rare Institute, 218 N. Lee Street. 69" Parke East BNd. Tampa, FL 3361D Job russ MISS ype ty y 20WS SOUTHERN STAR T146]158] 7097 G7 SPECIAL 4 1 Units:1 Job Reference o tional Eng: JL Gnamners I runs, W., ron V18r88. rL o - - y 14 <e,o M„Uri n,uua,,,uq nc. c r a uye , ID:B4h5MBmOpx7MT9hXSGzMj9zz511_Ozl9v_FaiAJJW1VsVm75wPTS6vW4_2VvS_PLPyuCT9 244 6 a24 10-0-12 13-ae 17-0d 2i-a4 2a48 324 4 37 08 d-2d 4.2-0 3-b12 33-12 4a0 S6-0 5-0-12 530 -0-0 Style =1:74.8 REPAIR: STUB TRUSS AS SHOWN. 3x5 2 1 22 25 -az14F i 23 8x12 = 24 3x621 8.73 12 3x4z4 II 3x6 i 0-8-0 Sx8 = 6.00 V2 8 4x5 G 4xIO i 7 3x6 G 3x4 II 5 6 4 26 r—A 1 30 7 20 196x8 = 3z4 - 4x8 = 3z4 11 3x4 II 3x8 = 4xS = 415 = 27 9 28 10 29 11 12 1SL 31 16 32 6x8 = L� 3x8 = 14 . 3x4 II 13 6a8 = I¢ LUMBER AND CONNECTOR PLATES (SHOWN DASHED) TO BE SHOP FABRICATE SCAB TRUSS (SHOWN AS SHADED AREA ON TRUSS CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATE(S) ,, . ux DESIGN DRAWING) USING THE LUMBER AND PLATES INDICATED. MUST BE FULLY EMBEDDED AND UNDISTURBED. "' ;: ATTACH SCAB TRUSS TO ONE FACE OF EXISTING TRUSS WITH (0.131-X 3')NAILS -^ (INTO ALL ALIGNING MEMBERS) PER THE FOLLOWING NAIL SCHEDULE: SCAB -TRUSS PLATES SHOWN BOXED I 2x3's-1 ROW, 2z4's- 2 ROWS, 2 x VS AND LARGER-3 ROWS: SPACED 04'O.C. USE 2'MEMBER END DISTANCE. SCAB -TRUSS DETAILS LOCATED ON PAGE 21 24 4 De 644 1Pd 12 1344 17.0.4 21a4 26as 22A-d 4¢-0 4-zd a912 33d2 4ap sad 64A2 53-0 Plate Offsets(XY)- 12:0-1-11 Edqel f8:0.6.00-2-8) N5:0-5-8,0-4-01 fl8:0-5-80-4-01 LOADING (lost) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.13 18 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.31 17-18 >999 240 BCLL 0.0 ' Rep Stress [nor YES W B 0.78 HOrz(TL) 0.22 13 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Maldx-MS Wind(LQ 0.24 18 >999 240 Weight: 332 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 'Except' 2-22: 2X8 SP 240OF 2.0E, 4-21,7-19,11-14: 2x4 SP No.3 BOT CHORD 2-24: 2X6 SP 240OF 2.0E WEBS 2x4 SP No.3'Except* WEBS 1-25: 2x4 SP M 30 REACTIONS. pb/size) 13=1347/0-7-8, 25=1347/0-3.0 Max Horz 25=599(LC 12) Max Uplift 13-916(LC 12), 25-714(LC 12) Max Grow 13=1504(LC 17), 25=1525(LC 17) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less excepl when shown. TOP CHORD 1-2=-626/879, 2-3=-3397/2574, 3-4=-2726/1898, 4-26- 27W/2017, 5-26-2703/2022, 5-6= 2694/2028, 6-7=2101/1555, 7-8=-1654/1276, 8-27=-1197/986, 9-27- 1197/986, 9-28=-1197/986,10-28=1197/986,10-29=-1197/986,11-29=-1197/986,11-12=-686/574, 12-13=-1456/1284,24-25=-1525/1009,1-24=-757/994 BOT CHORD 2-23=-2910/3186, 22-23=2920/3192, 4-22=-233/294, 7-18=-607/803, 18-30=-1644/1920, 17-30- 1645/1914,17-31=-1229/1475,16-31=-1229/1475,.16-32=-577/688, 15-32=-576/694, 11-15=-1173/1154, 2-24=-723/9 WEBS 3-23=-372/360, 3-22=-769/947, 20-22= 1527/1768, 6-22=-1296/1391, 6-20= 1228/1143, 18-20- 1664/1940, 7-17=-959/893, 8-17-694/967, 8-16=-566/495,9-16=-326/429, 11-16-849/1050,12-15=-1274/1523 Structural wood sheathing directly applied or 3-10-0 oc pu fIns, except end verticals. Rigid ceiling directly applied or 5-8-15 oc bracing. Except: 1 Row at midpt 11-15 1 Row at midpt 6-22. 6-20, 7-17, 8-17, 8-16, 9-16, 11-16, 12-15 2 Rows at 113 pis 12-13 Thomas A. AlbanlPE No.39380 MRek USA, Inc. EL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 AA Date: e a.. n Continued on page 2 ­qC n oury 0 WARNING- Ved/ydes/gnpmameten end READNOTES ON TN/SAND INCLUDED MREKREFERANCE➢AGEMP74]a rev. 10/034015 BEFORE USE Design vdltl for use oNywlth Nalek 9 connectors. INsdestgn s used orry Upon parametersdrown. and Is forts halvIdual bu ding compwl rd. not a truss system.B,fxo use, the buldrW designer must verily the appllcablity of design parameters and Property Incomorate, th6 design Into iF overall buldingd sin. Siccing Indicated Istoprevent buckIIWoffMMdudhusweband/or cfwrdmembersody. AddltlonallemporaryantlpeimarentbracIng MiTek' k always regWretl fro slaWny antl to prevent wllgne with posmle persorxil tryury and property damage. Forgeneralguldanceregarantilhe fabicalbn,storage,dellvew.erecxonendbracimofimsesardtrusssystems.weANSVYP/IGuotgYCdlorb,DS"9and8cs1BOPdhp Componmt 6904 Parka Eesf Bd. SOloty fnlonnafbrnvaadAe from Truss Rate Instltule. 218 N. Lee Street. Site 312 Alexardaa, VA 22314. Tamp., FL 33610 Job Truss Truss Type Oty, Ply 20005 SOUTHERN STAR T14671588 74497 GB SPECIAL i 1 Job Reference (optional) cnamners truss, mc., ron MOrce, VL a.lausmanreuro Muexinausuies,mc. mudmzoru:ur:veuto 5x8 = 3x4 11 3x6 = 4x5 = 4x5 = 6 28 7 29 8 30 9 10 T ru 18 176x8 = 314 = 3x8 = 12 11 3x6 = 3x4 = 3x4 II 6x8 = 4x10 II Sx6 = REFER TO T14671586-(G6) FOR REPAIR DETAILS. Scale = 1:74.5 LOADING (psf) TOLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.84 SC 0.62 WB 0.78 Matrix -MS DEFL. Ven(LI ) Vert(TL) Horz(TL) Wind(L-) In (loc) Vdefl Ud -0.19 17-18 1999 360 -0.57 17-18 >790 240 0.11 11 n/a n/a 0.22 17-18 >999 240 PLATES GRIP MT20 2441190 Weight: 299 lb FT=20% 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'Except' I except end verticals. 5.17.9-12: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-1-6 oc bracing. Except: WEBS 2x4 SP N0.3 1 Row at midpt 9-13 OTHERS 2x4 SP N0.3 WEBS 1 Row al midpt 16-18, 3-16, 5-15, 6-15, 6-14, 7-14, 9-14, SLIDER Left 2x8 SP 240OF 2.0E 2-6-0 - 10-13 2 Rows at 113 pis 10-11 REACTIONS. Qb/size) 11=1364/0-7-8, 1=1389/0-7-8 Max Horz 1=623(LC 12) Max Uplift 11= 924(LC 12), 1=-743(LC 12) ' Max Grav 11=1523(LC 17). 1=1574(LC 17) FORCES. Qb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2448/1539, 3-5=-2203/1517, 5-6 1714/1324, 6-7=-1217/996, 7-9=-1217/996, 9-10= 696/578,10-11= 1476(1293 BOT CHORD 1-18=-1935/2279, 5-16=-442/645, 15-16=-1696/1987, 14-15=-1241/1503, 13-14=-5811703, 9-13=-1191/1162 WEBS 3-18=-194/350, 16-18= 187612140, 3-16--320/437, 5-15=-1047/982,6-15=-791/1068, 6-14=-581/497,7-14=-328/436,9-14=-862/1074,10-13= 1283/1544 NOTES- 1) Unbalanced roof live toads have been considered for this design. 2) Wind: ASCE 7-10; VWt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=24ft; B=15011; L=1001t; eave=l lft; Cat. II; Exp C; Encl.. GCp1=0.18; MW FRS (directional) and C-C EMedor(2) 0-0-0 to 9-7-3. Inlellor(1) 9-7-3 to 21-0-5. Exledor(2) 21-0-5 to 30-7-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pondMg. 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 M-O.tall by 2-on will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift at )Dint(s) except Qt 11=924, 1=743. - WARNWG- I&V22015EEFOREUSE No 39380 26,2018 to prevent colloPse with pos epersonal h)txy antl property damage. For general gr4dalce regaUDxl me :flon aryl lxacing of ttusses and M=System% SeeANSVIPI1 QuaIDy Crifefb, DSM9 and AMWldbw Component 69" Perko Eeel BNd. truss Rate lnstllute.218 N. Lee Street. Salle 312. Wexondda. VA 22314. Tense, FL 3361D 'S Y ^I ti " . C �� � 1'Mi l r � •' � I 5 � � ,' { r a { r i i. � i �'` � t i' I � � � " �+ .I � �'.�� (.., c / F � � r ..; J 7 r Symbols PLATE LOCATIONAND ORIENTATION 1 314 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-114' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. 'Plate location defalls avaliab/e in MITek2li software or upon request. 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 .Y Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. IndustryStandards ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing, BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6.4-8 I tlimensions shown incasixteenths s IIII (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTSARE GENERALLYNUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BYEND 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 ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ® General Safety Notes �• •• •�I-%''r Urlq� e.g. See BCSI. 2. Truss bracing mu �lesiq eer. For wine truss spa f df�`ivi erglB s themselves may require br ofiv bracing should b 3. Never exceed d never stack materials on=nod ed trusses. 4, Provide copies 5. Cutmembersto 6. Place plates on each face jointand embed fully. Knol locations are regulated by 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted this design S 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. IS. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less. If no ceiling Is installed unless otherwise noted, 15. Connections not shown are the responsibility of others. 16, Do not cut or alter truss member a plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.