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Home My WebLink AboutTRUSS PAPERWORK` ® Lumber design values are in accordance with A I 1 section 6.3 These truss desig�de1u gn�umber values establishedfished by others. W1ED MiTek® St. Lucie COO* 'RE: J38207 -Wiswell MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: John Wiswell Project Name: Wiswell res. Model: Custom SFR Tampa, FL33610.4115 Lot/Block: I Subdivision: Port St Lucie Address: Dyer Road City: Florinda State: Florida 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 8.2 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 160 mph Roof Load: 40:0 psf Floor Load: N/A psf This package includes 20 individual, Truss Design Drawings and 0 Additional Drawings. 4 t With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet I -,conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers R les. 1 Seal# Truss Name Date I _ � � 1 T17793305 A01 6/7/19 2 T17793306 A02 8/7/19 3 T1779330A03 8/7/19 ' 4 T17793308 A04 8!7/19 ,5 T17793309 A05G 8/7/19in D 7 "8 90 11 12 13 14 15 16 17 18 20 A06G ZJ 8/7/19 8f7119CA 7 ZCJ3 8/7/19 ZCJ3A 8/7/19 ZCJ5A 8/77/19 ZCJ513 8f7/19 ZEJ7c 8/7 EVIEWED FOR ZEJ7D a OE COMPLIANCE ZHJ7 ZHJ7B Mp. LUCIE COUNTY BOCC The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Alban!, Thomas 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/TPI 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 s� pplicability of the design parameters or the designs for any particular building. Before use, ( `,1'ayhe buildingdesigner should verify applicability of design parameters and property ,Incorporate these designs into the overall building design per ANSlfTPl 1, Chapter 2. AUG 09119 ST. Lucie County, Permitting Thomas A Alban[ PE No.39380 Mlrek USA, Inc. FL Cart 6M 6904 Parke East Blvd. Tampa FL 33010 gate: August 7,2019 Albani, Thomas 1 of 1 Job Truss Truss Type Oty Ply Wswell T17793305 J38207 A01 ROOF SPECIAL 15 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 TRUSS DESIGNED FOR MWFRS 8.240 a Jun 52019 MITek Industries, Inc TOO Aug 6 20:18:48 2019 Paget S.T. -1:44.3 4x4 = 3x6 11 y5 � 64 46-0 550 5�9Q 7-0-0 i 11ad 17$-0 1&2-0 I 2z-2-0 d-1M GYM 4].e 510.8 1bL 3AA .Plate Offsets (X,Y)— f2:03-6 0-2-111 [10:D-2-6 0-03] fl2:0-0-12 Edgef LOADING (psq SPACING. 2-0-0 CSI. DEFL. in floc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.05 12-13 -999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 SC 0.38 Vert(CT) -0.1312-13 >999 180 BCLL 0.0 ' Rep Stress Ina YES WS 0.30 Horz(CT) 0.05 10 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 11816 FT=O% LUMBER - TOP CHORD 2x4 SP No.2 90T CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except' 4.14: 2x6 SP No.2 SEDER Left 2x4 SP No.3 2-6-0, Right 2x4 SP No.3 2-6-0 REACTIONS. (lb/size) 2=255/0-3-8, 14=1011/0-M, 10=752/0-8-0 Max Hom 2=205(LC 7) Max Uplift 2=-403(LC 4), 14=451(LC 8), 10=-027(LC 8) Max Gmv 2=296(LC 17), 14=1011(LC 1). 10=752(LC 1) FORCES. (lb) -Max. Comp./Max.Ten.-All forces 250(lb) or less except when shown. TOP CHORD 24=173/470, 4-5=28/467, 6-0=-1068/251, 6-7=-8721250, 7-8=958/386, 8-10=1014/368 BOTCHORD 2-14=-401/131, 13-14=251/155, 12-13=298/950, 10-12=257/944 WEBS 5-13=0/797, 6-13=i6/679, 7.13=342/288, 7-12=252/201, 5.14=8061361 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gun) Vasd=124mph; TCDL=4.2psY BCDL=6.0pst; h=15ft; B=45ft; L=24ft; eave=oft; Cm. II; Exp C; End., GCpi=0.18; MWFRS (directional); Cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its Center. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcuff ant 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 403 lb uplift at joint 2,451 Ib uplift at joint 14 and 427111 uplift at joint 10. 7) This truss design requires that a minimum of 7116" structural woad sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 8) Warding: Additional permanent and stability bmdng for truss system (not part of this Component design) is always required. Thomas A. Albani PE No.39380 MiTek USA; Ina FL Cert 6034 6904 Parke East Blvd. Tampa FL 33610 Date: August 7,2019 ®WARNING. Verify design Ranmelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIN473 fie, 10M34015 BEFORE USE. Design vale for use only with Mreka conned y parameters Ors. Tills design is based Wupon pameters sM1ovm, and is fix an Individual bu06mpo 1g mnem, net e Moss system. Before use, me bWl4ingdesigner must verify to appikoxity of dedgn parameters= it property mixi Tonle MIS design We Me cwrall -•Y�' bwMmgdeeign. BnvnglMicatedhlo prevem WckSg INindMWal Wsaweb enNm rAON membam ony FedflonaltempanyarW.Ten SMSon bncbg MiTek' Is always rettmed for stoblNy and to prevent roAapse with possible pm innal Iyay and pm," damage. Forgenerel guidance regareirg lbe fabdratme, slonga, deriny, Session and loading Of tmsses See Wss systems, sae ANSVTPIF Quality Chong, DSS89 and SCSI Building Component 6904 Paroe East BIW. SaInWirdomoolk" evellabb ham Truss Plate Insttlma, 216 N. lee Sleet, Suite N2 Nmendda, VA 2231d. Tampa, FL 36610 Jab Truss Truss Type Cry Ply Wiswell T17793306 J38207 A02 ROOF SPECIAL 2 1 Job Reference (opl'onap East Coast Truss, FL Pierce, FL 34946 8.240 a Jun 82019 MTek Industries, Inc. Tue Aug 6 20:18:49 2019 Pagel Scale=1:43.6 4xe = Id axe II -"- 4a9 = 1.4 II 08q SS-0 7-0-0 12� 1Y2-0 22-2-0 UN d$a 4-1 112 I I 54-0 I 6-100 34J-0 . Plate ONsets(X.Y)- f2:0-3-6.0-2-111 f9:0.3-100-0-itl LOADING (psf) SPACING- 2-0-0 C51. DEFL. in (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.09 11-12 499 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.17 11-12 >999 180 BCLL 0.0 ' Rep Stress Inv YES WB 0.77 Horz(CT) 0.02 9 file rda BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 1191b FT=0% LUMBER - FOP CHORD 2x4 SP No.2 -BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'E:cept' 4-14: 2x6 SP No.2 SLIDER 1 Left 2x4 SP No.3 2-6-0, Right 2x4 SP No.3 2-6-0 REACTIONS. (lb/size) 2=289/0341, 9=782/0.8-0, 14=947/O-B-0 Max Horz 2=205(LC 7) Max Uplift 2=382(LC 4), 9=435(LC 8), 14=-435(LC 8) Max Gmv 2=324(LC 17), 9=782(LC 1). 14=947(LC 1) FORCES. (Ib) - Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-187/311, 4-5=13/292, 5.6=-610/290, 6-7-6311270, 7-9=1229/445 BOT CHORD 2-14=-353/134, 12-14=147/308, 11-12=-377/1158, 9-11=357/1160 WEBS 5-12=0/330, 6-12=0/310, 7-12=-821/369, 574=735/345 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate gap DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads. 5) a 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 382 lb uplift at joint 2, 435 lb uplift at joint 9 and 435 Its uplift at joint 14. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and VY gypsum sheetrock be applied directly to the bottom chord. 8) Warding: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. Thomas A. Albani PE No.39360 MITak USA, Inc. FL Cart 6624 6964 Parke East Blvd. Tampa FL 33610 Date: August 7,2019 ®WARNING -Verify design panmefr and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml47471mv. IWeJROIS BEFORE USE. Design valid for use oNywtlh NTe1,20cunnectors. TNs design is based only vein parameters moem, and is (Oran indiNdual Wpdrg cone,ment, not 11, a Wss system Before use, me bullding designer mud wdy am apprismigty of design parameters and properly Incorporthis s design Into me everal IMF bud'mgdesign. BmohgindicaledistopMwnt Wu gOf Nd'MdudausswebendlarJrordmembemoy. AddAnrWkmponequipennaneNbreGng Mirek' is dways requi e, for dabiliy and to prevent ceaapse with go ssom Personal injury, and Property damage. For general guldarem regarding me hbdrati.e. stores., de Wery emotion and boding Diffuses Seat buss rystems. sea ANSWPfI Overfly CdMds, DSB49 and SCSI Building Component 6904 Papa East Sea. SMeylMoamaaon avauabie M1om Tmsa Plate IndtlN., 210 N Lee Slrem. sutle J12Alexantlda, VA 2TJ14. Tampa. FL 36610 Jab Truss Truss Type Cry Ply Wswell T17793307 J38207 A03 Hip 1 1 Job Reference (optional) .East Coast Truss, FL Pierce, FL M946 8,240 s Jun 82019 MiTek Industries, Inc. Tue Aug 6 20:18:50 2019 InGR2MpXygY4z-c6Hv5GbVywXAS7nTgB3hDYKz2mkzZeg4CDZMC8 Scale=1t44.8 4x4 = 4x8 = 3x6 II Sx5 � 64 65-0 M..� M 11-0A 13-2-0 17-0-0 142-0 22-2-0 I I I I I i . Plate Offsets (X,Y)— [2:0-3-6,0-2-151 [7:0-5-12,0-2-0I [11:0-2-6 0-0-3) [13:0-0-12 Edgel LOADING (psf) SPACING- 240-0 CSI. DEFL. in (loc) Btleft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Ven(LL) -0.04 15-16 ,999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Ven(CT) -0.1015-16 1999 180 BCLL 0.0 Rep Stress Ina YES WS 0.31 Horz(CT) 0.05 11 rda We BCDL 10.0 Code FBC2017rTP12014 Matnx-AS Weight: 1221In FT-0% LUMBER - TOP CHORD 2x4 SP No.2 -POT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-16: 2x6 SP No.2 SLIDER Left 2x4 SP No.3 2-6-0, Right 2x4 SP No.3 2-6-0 'REACTIONS. (lb/size) 2=258/0.3-8, 16=1004/0.8-0, 11=752/0-8-0 Max Holz 2=183(LC 7) Max Uplift 2=390(LC 4), 16=451(LC 8), 11=425(LC 8) Max Grow 2=293(LC 17), 116-1004(LC 1). 11=752(LC 1) BRACING - TOP CHORD Structural mod sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-0=160/435, 4-5=20/429, 5-6=1091/276, 6-7=8661301, 7-8=956/312, 8-9=952/387, 9-11--1020/379 BOT CHORD 2-16=-382/124, 14-15=35/815, 13-14=292/932, 11-13=267/952 WEBS 4-16=258/154, 5-15=01813. 6-15=1/392, 7-15=63/350, 8-13=259/182, 5-16=762/332 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) W nd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurnsint 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 will fd between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 390 lb uplift at joint 2, 451 It, uplift at joint 16 and 425 lb uplift at joint 11. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Addhional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Mbani PE No.39380 MiTek USX Inc. FL Can6634 6904 Parke East Bind. Tampa FL 33610 Date: Adgust 7,2019 ®WARNING. Verify Jasignpalamelers and READ NOTES ONTHISANDINCWDED MIrEK REFERENCE PAGEMI4r4r3rev. 1eie312015 BEFORE USE. Design vald refuse onywth MReND connedure. This design is based only upon pammCtere sheen. and is for an VdMdual Wiildng comp pent.not _ Buss system. Before use, the building designer mustvelRy W apptlrBbi tyotdeslgn pareameters and propedylnconard a cote design Into me Overall buiklngdeslgn. Baring originated is to prevant buckrng of Ndlvidual eussweb and/or shod members only. Mtltlbnel temporary end penmanem breting MiTek' Is always required for slabirdyand to prawns w0apse wM pastas personal lOury and property damage, Forgeneralguldanceregamingthe fulminator, storage. dallvery,emotion and D2tlng WWssesaMwsssyslems,see ANSg 1Q..hWCd d4,DS 9endgn iButiding Component 6904 Parke East Bid. Seferyfnfofmadon awtlable from Truss Rate InSaNe. 218 N. Lee Street, Suite 312, Plaxandda, VA 2TJ14. Tampa, FL 381310 Job buss Truss Type Dty Ply 1Mswell T17793308 J38207 A04 ROOF SPECIAL 1 1 Job Reference (optional) caawoasI.rues. rl. rrelw, 11__ o,wejun o eulumllex l00usures, mc. Iue Aug a Zu:imbi 2uly Scat.-1:44.3 4xB = 44 = &W I12 5 9 le 1 44 11 1x4 11 3x4 = 3x4 = Ara = 1x4 II 3xB It 4g4 7-0O 1 116.0 132-0 1&2-0 21-7-72 �2� Plate Offsets (X Y)- 12:0314 0.2-31 [5:0-5-12 0.2-0L [6:0.2-0 0.2d) [9:0-4-6 Edgel LOADING (Pat) SPACING- 240-0 CSI. DEFL. in (too) Odell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.30 13-15 P887 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.2513-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES INS 0.52 Hoa(CT) -0.05 9 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 12616 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. -BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2.6-0, Right 2x4 SP No.3 2-6-0 - REACTIONS. (lb/Size) 2=1009/0-3-8, 9=100910-3-8 Max Hoe 2=183(LC 7) Max Uplift 2=946(LC 8), 9=946(LC 8) FORCES. (go) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=1763/1564, 4-5=-1062/967, 56=651/902, 6.7=1073/939, 7-9=1532/1387 BOT CHORD 2-15=139611661, 13-15=1391/1659, 12-13=601/854, 11-12=1227/1440, 9.11=-1223/1432 WEBS 4-13=898/882, Si3=-409/411, 6-12=280/334, 7-12=683/647 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-0.2ps/; BCDL=6.Opsf,, h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Pxp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconwrent 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 will rat between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 946 lb uplift at joint 2 and 9461b uplift at joint 9. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Albani PE No.39300 MITek USA, Ina FL Cart6634 6904 Parke East Blvd. Tampa FL 33610 Dale: August 7,2019 ®WARNING. Venry desl0n Parameters and READ NOTES ON WIS AND INCLUDED M?ER REFERENCE PAGE M1H473 mv. 10MV2015 BEFORE USE. Design valid far use any with MreWconnedon. This design is based only upon paramners shorn, and is for an IndiNdual budm, ding componenot a Vuss synem.Berove ice. the building desgner must verify Me appileabiOy f design parameters and property Nooronle Ibis design M.M. Nerall InalMngdesign. Bndng lMirale0 is to prevent bucggngolNdMdualWssweD andlor rdroNmemben any. Ad11knallempa2ryaMpermanem Oracmg MiTek' is always required for siablBy and to preverd oetapse wiM possible personal inlwy and property damage. Forgeneralgudanoeregarding Me fabdrati0n. stooge, delve eredianend bndng of Wssesa.tl Casa sydems, sea ANSVTFIf qudly Crfeda, DSB89 and BCSI Bulldlna Component 6904 Padre East BIM. Safeylnfarmallon avalabl0 acm Truss Plate 1nsiMte. 218 N. Lee SoeeL Sule 312 Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Wiswell T77793309 J38207 A05G ROOF SPECIAL GIRDER 1 1 Job Reference (optional) is."wasr.UISS, rr. r,. s,aw O,U s gun o eul V Ml l eK mausmes, Inc. b 4U:1 B:DU ZUIa Scale =I45D NAILED NAILED 12 4x4 = 8.amNAILED 3x4 = 4x4 = 6 35 7 38 a Sea II 3e6 II 4x1D It 3x4 _ US = WAILED NAILED Sx5 _7xS = 4.4 II 1.4 II 5x5 II HJC26 NAILED HJC26 4-10.12 1-7-0 2b0 2-1LL0 2-10-0 4P0 3-60 Plata Offsets (X YI- 12:0-3.6 0.2-11j 111:0-3-6 0-0.31 115:0-0-0 0.5-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) Udeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(L-) 0.08 13-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.1215.18 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.62 Hom(CT) 0.02 11 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight 133lb FT=0% LUMBER- -?OP CHORD 2x4 SP No.2 -BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except- 4-22: 2x6 SP No.2 SLIDER Left 2x4 SP No.32-8-0, Right 2x4 SP No.32-6-0 REACTIONS. (lb/size) 2=172/0-3-8, 11=1256/GB-0, 22=2136/0-8-0 Max Horz 2=128(LC 24) Max Uplift 2=548(LC 25), 11 =-671(LC 8), 22=1079(LC 8) Max Grav 2=217(LC 15), 11=1256(LC 1), 22=2388(LC 29) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-10 Oc purlins. BOTCHORD Rigid ceiling directly applied or 6-0-0 oC bracing. FORCES. (Ib) - Max. Comp-Ril Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=261/656, 4-5=811/378, 5-6=1329/614, 6-7--1120/563, 7-8=164Sf77l, 8-9=1925/830,9-11=-2268/925 BOT CHORD 2-22=655/289, 20.22= 685/310, 18-20=313/886, 1S-18=537/1494, 13-15=814/2176, 11-13=-793/2138 WEBS 5-18=131/464, 6-18=180/562, 7-18=626/339, 7-15=-31/319, 8-15=1921759, 9.15=631/287, 5-20=-808/359, 4-22=2120/884, 4-20=736/1997 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=1Sit; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MVJFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load n(Mconcurrent 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 will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 548 lb uplift at Joint 2, 671 lb uplift at joint 11 and 1079 Ib uplift at joint 22. 8) Use USP HJC26 With 16-16d nails Into Ginter & 1Od nails into Truss) or equivalent spaced at 8-1-4 oc max. starting at 7-0-6 from the left end to 15-1-10 to Connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in Contact with lumber. 10) "NAILED" indicates 3-10d (0.148"x3") or3-12d (0.148"x3.25') toe -nails per NOS guidlines. 11) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard :ontinued on oaae 2 Thomas A. Albani PE Na.39380 MITak USA, I= FL Cert 6634 6904 Parka East Blvd. Tampa FL 3910 Date: August 7.2019 ®WARNING -Verity design parametets and READ NOTES ON AND INCLUDED MITEK REFERENCE PAGE Mg-T4T3 rev. 101034015 BEFORE USE. C Design VdYE (dl use Ony er- Mrel�wnn-a- We design is based 4Ny upon pammelem shown, and la fman iMivitlum dsYdnp mmponem nd HE, e Wsa system BaI.usa.Nebuiltling desyner m..we".appetablNy or design pammeten and pmpedy Ncoryomte Nis design gdo Na ovanA -�Y� building design a.1. Us prevent WdsMg clmdGdu.1 bussweb an"d-dd members Dory. AtldYlonal tempOrery end pemsanem bracNg MITek' "digara required roc stabilYy andtoprerem collapse watt possible personal lnJuryend pmpeM demeAe. Far general guidance regeming the Iabd a110n, 9o2Be, dagvery,ereelion and bmulg alWsms aM buss systemssee ANSI/TPIf Ouallfy Crlrorle,OSBd9 and BC518u1/ding Component Seraylntolmmbn avaga0le horn Truss Plate In geale, It.N Lee SUee, Suae312. Plazendda, VA 2TJ14. 6904 PaA9 EaslaNd. Tampa. FL 36510 Job Truss Truss Type Oty Ply ws"ll T77793309 J38207 OSG ROOF SPECIAL GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34846 0.240 s Jun 82019 Mirek Industries, Inc. Tue Aug 6 20:19:00 2019 Page ID:f a17rKMPZ4RigQnGR2Mp%ygY4z-J1 uhChjnb nI0(YOGHF2d&No0Dv4LYVm_uYZygSw LOAD CASE(S) Standard 11 Dead - Roof Live (balanced): Lumber Increase=1.25, Plate Inaease=1.25 Un'Iform Loads (plf) Vert: 1-5=-60, 5-e=60, 6-8=60, 8-9=60, 9-12=60, 23-29=-20 Concentrated Loads (lb) Vert: 8=58(1]) 15=-462(B) 20=-608(B) 35=58(B) 36=58(B) 37=95(B) 38=-104(B) 39=104(9) ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE AVL7173 nn, 1WOM015 BEFORE USE. DesignvalidforuseanywM M7ek®cormectors.T adesign Isbasedanyuponparametersshown, and Is far anIMIWduat W01ng component no Ma ��, a truss system Before um. the WiMhg deeignermust w. fy On applrabilty of design parameters and prepedyniooryarute this desgn bdome averell buldingdesgn. BMdDg Indicated is to present Wldng of N4Mdual Was web andla chord members ony. AddGbnaltemponryandpermanantbroWg MiTek' Is always requlredfor stabllly and to Present Colapsewdh possible personal injuryand property carnage. Forgeneralguidaneeregardingme fabOMUOn,atomge,delhay.er0ctnMdbmdtl WWmsaMbusssystema,see ANSI?Plf Quality Criteria, DSL89and SCSIBullding Component Goal PaM1a East BML Se"Inrormadona Ubbhom Truss Ptate Insl e,218MLee Street Bude31ZMl dda,VA=14. Talrya.FL 36610 Job Truss Truss Type Dry Ply Waswall T77793310 J38207 A06G ROOF SPECIAL GIRDER 1 1 Job Reference (optional) cnsl'.. INss. 11, 'Is.. rI. a-w e.ZOU S Jun o Zulu MI I Bit Incusines, BIG. IUB Aug b2U:1VUZ 2019 " Scale= 1:45.0 i.R NAILED NAILED 8.00 12 5x5 = NAILED 3x4 = 4x4 = 6 33 7 34 8 Sall 4x10 II Jag = 5,10 = 4.4 II 7x8 = 3x8 - 5x8 = 3x6 =HJC26 NAILED NAILED NAND HJC26 48.4 37-12 7-0 9fs0 12-4-0 16-2-0 fFbEr)•S�Sb6YiYbdrl IaIB DAa-4 3-1-8 34.4 2d0 2-10-0 2-10-0 4-B0 2-5-12 as-4 Plate Of_tsets(X.Y)- 12:0-1-1.0-1-11116:0.2-80-1-131111:0-1-70.2-101 T14:0-0-00-5-01 I76:0-1-120-3-01116:0-BOO-1-12111T0-1-120-0-0) LOADING (pat) SPACING- 240.0 CSI. DEFL. in (loc) Udefl Uri PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Ven(LL) 0.31 14-17 >871 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.3714-17 s719 180 BCLL 0.0 Rep Stress Incr NO WB 0.60 Hoa(CT) 0.08 11 rda n/a BCDL 10.0 Code FBC201777PI2014 Matrix -MS Weight: 1321b FT=0 LUMBER - TOP CHORD 2x4 SP N0.2 *Except* - 1-5,9-12:2x4 SP No.t BOTCHORD 2x4 SP No.1'Except' 18-20,13-15: 2x4 SP ND.2 WEBS 20 SP No.3 SLIDER Left 2x4 SP N0.3 2-6-0, Right 2x4 SP No.3 2-6-0 REACTIONS. (lb/size) 2=184210.3-8, 11=1859/0-3-8 Max Holz 2=128(LC 24) Max Uplift 2=1285(1_C 8), 11=1349(LC 8) Max Gras 2=1871(LC 29). 11=1885(LC 30) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-9 oc putting. BOTCHORD Rigid ceiling directly applied or 4-0-10 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3897/2156, 4-5=-4969/2661, 5-6=3584/1982, 6-7=3034/1724, 7-8=2841/1677, 8-9=-3298/1864,9-11=3913/2292 BOTCHORD 2-19=1925/3697, 17-19=2467/4874, 14-17=1560/3058, 11-14-2043/3605 WEBS 4-19=-578/1269, 5-19=-235/515, 5.17=2374/1287, 6-17=942/1795, 7-14=345/202, 8-14=-731/1500, 9-14=924/656 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10: Vuh-160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=6.Opsf h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its Center. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent 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 will fit between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 12851b uplift at joint 2 and 1349 It, uplift at joint 11. 8) Use USP HJC26 (With 16-16d nails into Girder 810d nails into Truss) or equivalent spaced at 8.1-4 oc max. starting at 7-0-6 from the left end to 15-1-10 to connect truss(es) to front face of bottom chord. 9) FIII all nail holes where hanger is In contact with lumber. 10) "NAILED' indicates 3-10d (0.148"xY) or 3-12d (0.148 x3.25") toe -nails per NOS guidlines. 11) Wanting: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard :ontinued on vane 2 Thomna A Albani PE No.39380 MITex USA, Ine. FL Carl 6634 6SO4 Parke East Blvd. Tampa FL 331110 Date: August 7.2019 ® WARNING. Verilydesi0^Para 1sra and READ NOTES ON TIPS AND INCLUDED MITER REFERENCE PAGE MII-0473rev. I0W312015 BEFORE USE. Design wuM for ON Only WM MTeM Conneaors.This design is based ony upanpammetem shown. and is for an individual bu din, componam, not a buss system adore use• the building designer must vedy But apiekabOty of design Parameters and pmpedy hoorpnrde Nu design We me oaawl bwkiagdesgo. BmWgIndicated istoprevantbudding ofnoMdualtrusswebaWarthartlmembersony.lWdNonaltempolaryandpwroarembraWg MiTek' Is always required for stablNy and to prawns maapsewiN possible personal lnjunrand propeM damage. Forgenerslgumarxeregardirlgthe fabrication. storage, deavery, em9on and bredng oftrusus and truss systems,see ANSYTPIf Dualty Cdhde, DSB419 and BCS1 Building Component 6904 Parke East Blvd. Seleylnl0rmefibn evallabb M1aln Truss Piste InsWNe, 210 N. Lae Street, Suae J12, Alexendl0, VA 22114. Tampa, FL 35610 Jab Truss Truss Type Oty Ply T77793310 J38207 A06G ROOF SPECIALGIRDER 1 1 Email Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.240 s Jun 82019 MtTek Industries, Inc. Tue Aug 620:19:022019 Paget ID:f9aI4rIWPZ4RigOnGR2Mp%ygY4z-FG?RdNI17c2Tu6mNiHW4pvod5N 8ry4T9cRygSvt LOADCASE(S) Standard 11 Dead+Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pm Vert: 1-5=60, 5.6=60, 6-8=60, a-9=-60, 9-12-60, 21-27=20 Concentrated Loads (Ib) Vest: 8=-58(F) 19=608(F) 14=625(F) 33=58(F) 34=58(F) 35=95(F) 36=91(F) 37=91(F) ®WARNING - Vvnfydesignparameleis and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MIIJdb re✓. 10ID312015 BEFORE USE. Design valid foruu, nlllywrth NiffelIBea nectom. We design Is haeed any n,onpoamHBR shows. and Is far an Indiwc ual building eomadamem, not a Wes system Before use, me hooding designer must verily Me appllcabiity of Davin parameters and pmpery Marperaw Mrs design Into Me ocean hiddang Ceelgn. Bracing indicated is to prevent bonding olindMdual lass web anNOrchord members 0*. AddNonal temporary etk paimanerd bradng WOW Is always required for Mabl6ly and to prevent cogapse verb possible personal injury and property damage. For general guidance regarding Me fabrication, storage. delivery, erection and among of owns and Wse systems,see ANSI/TPI1 OualnY Lrlfede, 0a8de end BLSI Building Compwen! 690e Palle EastBM. SaRrylnbrmefi0n avagable fam Tasa Plrte InstdNa, 21a N. Lee Street, Sub, 31Z AleUMMIAVAT1314, Tampa, FL MID Job Truss Truss Type Oy Ply T77793311 J38207 ZTM JACK -OPEN 6 1 1wraWell Job Refers (optional) east coast buss, rL meme, 1-1- aR tIZ4U s Jun B Zola MTek Industries, Inc. TOO Aug 6 20:19:02 2019 [;?_ fWAI LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loot Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.45 Vert(LL) 0.00 5 - >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 HOR(CT) 0.00 3 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 7lb FT=O% LUMBER - TOP CHORD 2x4 SP No.3 60T CHORD 2x6 SP No.2 REACTIONS. (lb/size) 3=77/Mechanical, 4=777/Mechaniw1, 5=1050/0-3-8 Max Hom 5=54(LC 8) Max Uplift 3=77(LC 1), 4=777(LC 1), 5=1215(LC 8) Max Grav 3=97(LC 8), 4=912(LC 8), 5=1050(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -Aft forces 250 (to) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 Do purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 Go bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=151t; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf an the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 elide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 77 Ito uplift at joint 3, 777 Ib uplift at joint 4 and 1215 lb uplift at joint 5. 7) Waning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. Thomas A. Nbani PE No.39388 MiTek USA Inc. FL Can 6634 6904 Parke East Blvd. Tempe FL 33610 Date: August7,2019 ®WARNING-Vorflydesign paramelem and READ NOTES ON TINS AND INCLUDED MITEK REFERENCE PAGEM11d473 rw. 10/032015 BEFORE USE ' Design valW for use onywM Mlreletior ostere.This design Is cases any uponparamelers shown, and is far an ind,ettual building comparison, net ESE a buss system. Strata use, me building designermusrveriyme, appiianiay0f design Parameters and propertyinwryorala Nis design no the avereg building design. Bracing Indicated is to prevent burkang m inornual buss web aMlra Chord mention any. Atldiaonal lempomry and pemanem bracing wek' is always tall for stability, and to prevent cuaapse with possible personal Injury and property damage. For general guidance regrading the fabrication, storage, delivery, erection and bracing ofbusses and "as Symms, no ANSVTW10ualiy CMeda, DSB49 and SCSI Soulful, component sees Parke East BW. SefelyhokamaUon avflableham Tmss Rate Ins19Ne,218N,t.eeS M.Sudo312,Alexandria.VA=14. Tampa FL 36610 Truss Truss Type City Ply Wsweli T17793312 LJob J38207 ZCJ1A JACK -OPEN 2 1 Job Reference (optional) Last Uoasl l fuss, Ft. rleRe, r L a4aea 1 3x4 = o eu,d run arc mausme . ma I uu nug o LYl a:vs Line rage 1 Scale =1:7.3 LOADING (par) SPACING- 2-" CSI. DEFL. in floc) Vde0 Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.00 7 >999 240 MT20 2441190 TOOL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 7 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hom(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017TTPI2014 Matrix -MP Weight 7lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or0-114 oc purling. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. REACTIONS. (lb/size) 3=18/Mechanical, 2=293/048-0, 4=80/Mechanical Max Ho¢ 2=54(LC 8) Max Uplift 3=-18(LC 1). 2=323(LC 8), 4=80(LC 1) Max Grav 3=29(LC 8), 2=293(LC 1). 4=113(LC 8) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shaven. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about 8s center. 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 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Td between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 18 Ill uplift at joint 3, 323 lb uplift at joint 2 and 80 Ib uplift at joint 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. Thomas A. Albert PE No.39380 M1Tek USA, Inc. FL Cart6634 69" Parke East Blvd. Tempe FL 33610 Data., August7,2019 ®WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIId473 rev. 1M0312075 BEFORE USE. Design valid for use onlywbh MneMconnMors. This design is based"upon paramems addition, and is on an Individual bugQrg Component, not �—we Amiss system. Before use, the bulling designer mudwird the applicabildyaf cosign parameters and properly Incorporate this design into the overall buildingdesign. Brading indicated is to prevent buddro,of Individual Mass web andlm Nord members only. AtldNandtemporary end permaned brazing M!Tek' is always reuiumd for steady and to proved collapse wah possible personal injury and property damage. Forgeneralguidanceregardingihe fgnication, alore9e.deevery.emetion and bradng etrussesandbuss systems, was ANSUrPII Quality Crheda, OW49 and SCSI Building Componmrt 69U Palle East BIW. SefOyloMrme on availableham Tmss PleaInMWe.210N.Les WV .g fte3f2.Nexandda,VA22314. Tampa, FL M10 Job Truss Truss Type Qty Ply yMswell Tt7793313 J38207 ZCJ3 JACK -OPEN 6 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Jun 82019 MTek Industries, Inc Tue Aug 6 20:19:04 2019 Pagel IigQnGR2MpXygY4z-Bp7B13mHfDIB88s9WJ nVVLPPYMrl z8QOy6hKygSvr i'I�681FF] . u1 z 50 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Ven(LL) 0.00 45 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC OA5 Vert(CT) 0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.01 3 n/a rda BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Weight: 15 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or2-11-4 oc puffins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-" Do bracing. REACTIONS. (lb/sae) 3=42/Mechanical, 4=55/Mechanical, 5=365/0.3-8 Max Hom 5=80(LC 8) Max Uplift 3=-28(LC 8), 4=55(LC 1), 5=-344(LC 8) Max Grew 3=42(LC 1), 4=100(LC 8). 5=365(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.0psf; h=15ft; B=45ft; L=2411; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about Its Center. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcunent 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) Refer to girder(s) for truss to truss Connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 281b uplift at joint 3, 55 lb uplift at joint 4 and 344 lb uplift at joint 5. 7) Warning: Additional permanent and stability bracing for truss system (not pan of this Component design) is always required. Thames A- Aibani PE No.38380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August7,2019 ® WARNING. Verily design parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PA BE 111II.7472 rev. 101OV2015 BEFORE USE. Design valid for use Only win MTek®tormaetorg, Mis ded, is based any upon parameters shown, and is Wan IM,AGUM bulEitg Magianism, nat It a buss system. BetOre use, the building designer must very Me applicability Mdesign parameters and propeM gmryorate Nis design into the overall beldingdmgn. Bating iMicated is to prevent budding M mdiidualtlumareb enter MOM members any. ACdaionaltempomryarapernanembachg IMF iwiTek' Is always required far didigy and to Preyed COMPSO wRh possible persanel Injury add property damage. For generel guidance mea ure Me falmorkt,storage, detivery, ererlion and bracing of Busses and truss systems, me ANSVTPit quality Britain, DS"S and BCSl Building Component Sareylnhrmedon avagable fiom Tuss Plate Instau[e, 219 N. Lee Street, Sube 31Z PlexandM, VA 22311. 6904 Parts East MAI. Tampa, FL 36510 Job Truss Truss Type Qty Ply 4Mswell T17793314 J38207 ZCJ3A JACK -OPEN 2 1 Job Reference (optional) Last beast l russ, rc rieme, rL JV O 3x4 = d.34u s dun e[uln N➢ I on Industries, Inc. Iue Aug 5 20:19:04 2019 Pagel ID:f9al?rKMPZ4RigOnGR2MpXygY4z-Bp7Bi 3mHfD1B88s9V7J_nVvLpPa9riz8QOy6hKygSvr 22-114 Scale = 1:9.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foe) VdeO LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.45 Vert(LL) -0.00 7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hong(CT) 0.00 2 n/a n1a BCDL 10.0 Code FBC2017[rPI2014 Matrix -MP Weight: 151b FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-114 Go pur ins. BOT CHORD 2x6 SO No.2 BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. REACTIONS. (lb/sae) 3=5611viechanical, 2=280/0-8-0,4=15/Mechanical Max Harz 2=80(LC 8) Max Uplift 3=40(LC 8), 2=241(LC 8) Max Grav 3=56(LC 1), 2=280(LC 1), 4=50(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=6.OpsY h=15ft; B=45R; L=24N; eave=4N; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree relation about its center. 3) This truss has been designed for a 10.0 Pat bottom chord live load nonconcunent 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 40 lb uplift at joint 3 and 241 Ib uplift at joint 2. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Alban! PE Nc39300 MiTek USA, Inc. FL Cert8634 6904 Paden East Blvd. Tampa FL 33610 Date: August 7,2019 ®WARNING -Vedwy design paramelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I67473 rev. le/OI/205 BEFORE USE. Design "id lad use only wait MTelt®connectors. Tins design is based only upon parameters shown, and is for an hWiNdual building component, not a Was system. Before use, the building designer must wdfyMe applirabiuy of design pontoons rs and p gxdV Na xpomle this design Into lye Overall boddingdeslgn. Bracing incanted is to prevent bearing M Nd'Mdual buss web anVor clood member wty. Mongrel temparary and permanent brining MiTek' is sheave required for stability and to prevent witapse wily po59dle personal injaryantl propMy damage. Forgeneral guidance repantirq the fabdw6an, stomga, detivery,ereaon antl baWgof busses anal buss systems.sea ANSUTPTI Duagy Crilede, DSa29 and BCSl Building wassovent 69041 Parke East BIM. Sad ylnrormagon avd'Jabie(rem Tmaa Plate lnsBma,2/ON. Lea Street, Sutle 312 P1exendrla. VA Y2314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Wlawell T77793315 J38207 ZCJS JACK -OPEN 4 1 Job Reference (optional) test coast Iwas. Ft. Plerce, FL J tNVU B.LAu s Jun a 2019 MiTek Industies. Inc. Tue Aug 6 20:19:05 2019 Stele=1:13.7 1$ D8-4 4_SQ , LOADING (pall SPACING- 2-0-0 CSI. DEFL. in (too) Vdeg Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hom(CT) 0.01 3 n/a me BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 221b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural Wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=99/Mechanical, 4=16/Mechanical, 5=397/0-3-B Max Horz 5=107(LC 8) Max Uplift 3=75(LC 8), 5=-289(LC 8) Max Grav 3=99(LC 1), 4-71(LC 3), 5=897(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.OpsF h=15ft; 13=451t; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcoment 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 75 Ill uplift at joint 3 and 289 Ill uplift at joint S. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Annual PE No.39380 MiTek USA; Inc. FL Cert 6034 6904 Parke East Blvd. Tampa FL 33610 Date: August 7,2019 ®WARNING -Vent, design 1—noorer3 and READ NOTES ON THISAND INCLUDED MITEK REFERENCE PAGE MII.7473 rev, IMWRa1S BEFORE USE. Design VdMhrUWOnlywMMTelt®cmne M.TltiedeYgnieba MMIYuponpatamdensllawn,mdl3ra8n4Miv uelbu"Wwn wM,nd a Uuss sydem Before use, the building designer must WRY, the appilubtfty of de9gn paramdere and prepedy lWor orde We design Into Me overall buiM'mgdeslgn. SeengIndicatedbtoprevent buddmgO MMdualausswebWaterchordmembereonly. Additional temporaryeMpertnaneMbaWg MiTek' Is always required for Satiny and to prevent collapse win possible perwnal lNuryand property damage. Forgenenaguldanwregardingthe /abdwUon, dgrega, 0erlvery, eredba end bmdng d Wsus ant buss sya0ms, ue ANSM11 Quality Crgeda, US"9 enesCSI Buffding Component 6904 Parke Fast BIW. Sarotylntonnetlon avaaabletom Truss Plate Institute,218NLoe Sb Eude312,Alesandda,VA22:114. Tampa FL 36810 Job Truss ruse Type 0ty, Ply WSwell T17793316 J38207 ZCJ5A Jadt-Open 2 t Job Reference o lional Last coast Truss, Ft. Pierce, rL J tnIo p 3x4 = g29U 5 Jun a ZUI V MI I ek MdUSMOS. InC. 1 ue HUB b ZU:I V:LO ZU19 Face 1 LOADING (psf) SPACING- CS 1. DEFL. in (loc) Udell Lid TCLL 20.0 Plate Grip DOL %0 1.25 TC 0.42 Vert(LL) -0.01 6 -999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.02 6 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(CT) -0.01 4 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER- BRACING - Scale = 118.3 e PLATES GRIP MT20 244/190 Weight: 24 M FT - 0% TOP CHORD 2x4 SP No.3 TOP CHORD Structure[ wood sheathing directly applied. POT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=56/MechaniCo1, 2=340/0-8-0, 5-114/Mechanical Max Horz 2=147(LC 8) w Max Uplift 4=64(LC 8). 2=230(1_C 8). 5=15(LC 8) Max Gmv 4=69(LC 13), 2=340(LC 1), 5=119(LC 3) FORCES. (lb) -Max. ComplMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7.10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft; B=4511; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (tlirectionaq; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-04 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 641b uplift at joint 4, 230 lb uplift at joint 2 and 15 lb uplift at joint 5. 8) This truss design requires that a minimum of 7116" structural mod sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) Is always required. Thomas A Alban! PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33010 Data: August 7,2019 ®WARNING- Verify design p—rderers and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE M67473 rev. 1"3a015 BEFORE USE. Design vale for use o*wM Meek® con Intom. This dedgn la based only uponpar4melers Mown, and is Wan IndivWual building component not � • abass system Before use, me bWtlmg designer must very the appilubitily of design parzmelen and properly incorporate We design date Me oyeall bwldbgdaega. Bracing Indicated is to prawn WUMg of NdidualtruSS web andlor Mon members only. AddmonaltemponnyaMpmmanenbmrJng MiTek' Is aNlays required for stability and to prevent collapsowith possible personal injwyand progeny damage. For general guidame reganirg the fabdraban, slaroga, tlegvery. erection and bmdnp alWssez &d Wsa symems, ue ANSUTPTI Qualify Crlrnda, DSBJla and SCSI Building Component Effie Parke East eye. Sarerylnrprmsflea avaoabk Trues MMeln9k0e.216NLeeB d.6 e312Aleeandda,VAM14. Tampa, FL]fi810 Job Truss Truss Type 0ty, Ply W1swe11 T17793317 J38207 ZCJSB Jack -Open 2 1 Job Reference (optional) ta!n Goaat rruSS, FL Flow, I-L J`I4. e.Z4U 5 Jun 0 ZUl9 MI l eft IGOUSVIBS,Inc. I ue Aug 6 ZU:1V:Ui ZQ19 Page Scale =1:16.3 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.01 6 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 VeruCT) -0.01 6 >999 ISO BOLL 0.0 ' Rep Stress Ina YES WB 0.02 Horz(CT) -0.00 4 rVa n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 24111 FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. . WEBS 2x4 Be No.3 REACTIONS. (lb/size) 4=56/10echanical, 5=60/Mechanical, 7=393M-3-8 Max Horz 7=147(LC 8) Max Uplift 4=-64(LC 8). 5=2(LC 5), 7=295(LC 8) Max Gras, 4=69(LC 13), 5=8B(LC 3), 7=393(LC 1) FORCES. (lb) -Max. CompJMax.Ten.-All forces 250(Ib) or less except when shown. NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.OpsY h-1511; B=45ft; L=2411; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This hus5 has been designed for a 10.0 psf bottom chard live load noncencarrent 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 64 lb uplift at joint 4, 21b uplift at joint 5 and 2951b uplift atjoint 7. 8) This truss design requires that a minimum of 7116" structural woad sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. Thomas A. Albami PE No.39380 Mi7ek USA, Ine. FL Carl6634 6904 Padre East Blvd. Tampa FL 33610 Date: August 7,2019 ®WARNING -Wrlly design Parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev. 10,0341015 BEFORE USE. Dellgn Said fof Use only WED Mirek®ounneciors. This design is based only upon param oms Mown, and is for an Individual Wading componem. nit ff 12 a buns system. Belpre use, the bUWmg designer must verify No applicaNWy or design parameters and properly hompach, Nis design Edo toe owing bulWN9deslgn. Smorg indowed is to prevxm WWing of lndMdual Wss web andforr3NGm members ony. AddElnna Nmporeryand Fermanemmacing MiTek' b always required for slabiNy and to prevem wgapse wan possible personal injury and property damage. ForgenerelgukenwngaNnglhe fAdwaon,Momge,deMq,emWonwdbmdngof Wsseaand WssWems,see ANSVITP11 Quality CwGUhS DSI89 and SCSI Building Component Tamp Parke Fast awl. Saleb'1olGrmadon avaaablefrom Tmsa Plate IneNWo,218N.Lee BI Buae312Nmmndda,VA22314. Tampa, FL- 36610 Job Truss Truss Type Oty Ply Wswell T77793318 J38207 ZEJ7A Jack -Open 3 1 Job Reference (optional) 'East Coast Truss, Ft. Pierce, FL 34946 8.240 s Jun 82019 MTek Industries, Inc. Tue Aug 620:19:072019 ix4 Sac II 3x4 = 9 Scale = 123.5 Plate Offsets(X,V)12:0-3-14,0-0-71,17:0315,0-1-BI LOADING (psQ SPACING. 2-0-0 CSI. DEFL, in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(L-) -0.01 7-8 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.03 7-8 >999 180 BCLL 0.0 ' Rep Stress In" YES WB 0.12 Horz(CT) -0.01 5 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 361b FT=0% LUMBER - 'TOP CHORD 2x4 SP N0.3 BOT CHORD 2x4 SP Nd.3 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.32-6-0 REACTIONS. (lb/size) 5=118/Mechanlcal, 2=435/0.8-0, 7=124/Mechanical Max Ho¢ 2=221(LC 8) Max Uplift 5=135(LC 8).2=242(LC 8) Max Gran, 5=146(LC 13), 2=435(LC 1), 7=154(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=314/74 BOTCHORD 2-8=62/325,7-8=69/318 WEBS 4-7=331/71 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10: Vuti=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 pat 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) Referto girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 135 lb uplift atjoint 5 and 242 to uplift at joint 2. 8) This truss design requires that a minimum of W16" structural wood sheathing be applied directly to the lop chord and 112" gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Alban PE No.39380 MIT& USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: August 7,2019 AWARNING. Verify des/gnpammermv and READ NOTES ONTWS AND INCLUDEDWi REFERENCE PAGE Mll-7473rev. rNhb/a0r5 BEFORE USE. Design va d for use onlywah MDekeoonnedam.Ttds design Is based only uponparemelels shown, and is Wan LdiWdual WRWW coe4wnom, not a Was system Before use. No building designer mud vent' the applicability of dedgn parameters and pmpedy incoryomta this design into the overall � buildingdeshm. BmoingbMiraledlstopMantbua ingofMdMdualtmsswebmWorOoNmembemonly. AIdnonaltampomryendpedoxIentbrecing M!Tek' Is always tequbed for stabirdy and to pmwrt wilapse waft pos9ble personal inluryand property damage. Forgeneralguldanoaregardagthe Fdbriragon,storage, degvery. emdion and bmdag ofWsees and! WsB systems,sea ANSV7AI0.01y Cdreda, DS&89 and BCSI Building Component 6904 Parts East BM. Sa/etylnfmmedon mbble oars Tmss Plea Ind4ule, 2/6 N. Lea Street Sude 312. Alexandria. VA22314. Tampa, FL Scald Job Truss Truss Type Oty ply Wlswell T17793319 J38207 ZEJ7B Jack -Open 3 1 Job Reference (apt'anag East Coast Truss, FL Pierce, FL 34946 8.240 s Jun 82019 MiTek Industries, Inc. Tue Aug 6 20:19:08 2019 Pagel tx4 II 34 11 3x4 = loss 1 ae-o 1 7-0-0 OS4 2b12 4-0-0 Sale =1:23 5 Plate Offsets (X Y)— I2:0-36 0-2-111 17:0-3-15 0-1-81 LOADING (pat) SPACING- 2-0-0 CsL DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.42 Vert(LL) -0.01 7-8 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.03 7-8 >999 180 BCLL 0.0 ' Rep Stress Ina YES Wd 0.10 Horz(CT) -0.01 5 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 361b FT=0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 20 SP No.3 SLIDER Left 2x4 SP No.3 2-6.0 REACTIONS. (lb/size) 5=1181Mechanicel, 2=44710-3-8, 7=111/MechaniwI Max Horz 2=221(LC 8) Max Uplift 5=135(LC 8), 2=249(LC 8) Max Grav 5=146(LC 13), 2=447(LC 1), 7=146(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-280/226 BOT CHORD 2-8=-56/283, 7-8=62/278 WEBS 4-7=-289/65 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. 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=6.Opsf; h=15ft; B=45ft; L=2411; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nanconcumenl 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint 5 and 249 It, uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Wanting: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. Thomas A. Aboard PE No.38380 MiTek USA, Inc. FL Cart 66M 6904 Parke East Blvd. Tampa FL 33610 Date: August7,2019 ®WARNING Verify design paramelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU7473 re¢ 1WO312015 BEFORE USE. Design end for use unywah A4Tek®carneclors. This design ie based ony upon parameters shown, and is for an McMdual Wilding component, not a Wss system. Before use, me building designer must very Me appGgbilily of design parameters and property Incorporate this design into the ovaral bulldingdesign. Bracing Indicated isto prevent Waking ofindlindualbuss web andbr Nob members only. McNionalfempomyandformaneMbnadng MiTek' is always re9ulsedfor stability and to prevent colapse with possible personal injuryaM propertdamage. ForgenemiguganmregaNing Ne 2bruaoe starega. deGvery.eredion and orating of tmasesaM Wsa ayatems, see ANSIA I10ualiy Cifferia, Bagels and BCS1 Building Component 6904 Parke East BNd. SeltylnlormNon availabbflan Truss Plate InaN e,210N.LeeS O.Sude312Alexandra,VA22314. Tampa. FL Seale Jab Truss Truss Type Ob7 Ply Well T17793320 J38207 ZEJ7C HALF HIP 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Jun 82019 MiTek Industries, Inc. Tue Aug 6 20:19:09 2019 Pagel 3.4 = 3x8 II 1x4 II 4x4 = 0434 3-0-0 7-0O 'osa I z-5-12 4-M Style =1:232 Plate Offsets (X Y)— 12:0.3-6 0-2-71 15:0.2-00-2-31 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.01 7-8 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.02 7-8 >999 180 BCLL 0.0 Rep Stress Mcr YES WB 0.09 Horz(CT) -0.00 6 Na Iva BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 41 lb FT=0 LUMBER- iOP CHORD Zx4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 20 SP No.32-6.0 REACTIONS. (lb/size) 7=115/Mechanica1, 2=449/0-3A, 6=107/Mechaniwl Max Hoa 2=207(LC 8) Max Uplift 7=-8(LC 5). 2=259(LC 8), 6=113(LC 8) Max Grav 7=143(LC 3), 2=449(LC 1), 6=124(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=288/220 BOTCHORD 2-6=-86/290,7-8=95/290 WEBS 4-7=-266/86 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=6.Opsf h=15ft; B=4511; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water podding. 4) Plates checked for a plus or minus 0 degree notation about its center. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent wah 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 will fit between the bottom chord and any other members. 7) Refer to girders) for truss to truss connections. 8) Provide mechaniml connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 7, 259 Ib uplift at joint 2 and 113 lb uplift at joint 6. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Nbani PE No.39380 MiTek USA, Inc. FL Carr6634 69U Parka East Blvd. Tampa FL 33610 Date: August 7,2019 ®WARNING -Verily daelgn parameters and READ NOTES ON THS AND INCLUDED MITEx REFERENCE PAGE MIF7473 nv. 1m03/1015 BEFORE USE. Deelgn sifd rm ese Ony wllll N,TekGl connect... ThIs design Is based col, epnn pa2mNBA shown. and I9 far an IMIVIEual ba ding Component, not Not a Voss system Baron use, me building dasgner ..at nal,meappUcabllAy of dedgn parameters and properly incorporate mu deagn Into me overall bulldingdesign. BreGnp Nticated is to prevent hurFJNg o/Nd'MOual Wssweb anNar UON members ony. Pdtltlbnalmmponryatq petmanemtracing MiTek' is always Muted for stabllay and to prevent collapse wW posvde personal IntWand prepedydamage. For general guidance regae ing the fabdox0an, storage. delivery, erector, and bracing Oftneses and truss systems, see ANSUrPH Quality CrMnId, DSB89 endBCS1 Burld/ng component 6906 Parke East BIW. SelelylMomsedn mMbkaom TNss Plneln Oe,210N.Lee&MM,Su0312,Aleae .VA=14. Tampa. FL 36510 Jab Truss Truss Type Qy Ply Wlswell T17793321 J38207 ZEJ]D HALF HIP 2 1 Job Reference (options[) East Coast Truss, Ft. Piers, FL 34946 8.240 s Jun 82019 MITek Industries, Inc. Tug Aug 6 20:19:09 2019 Paget gxs = 3xa II 34 II 3x4 = 04i-0 341-0 I 47-0-0 04i3 2512 1-6AE-0 I 2EA Swale=117.4 Plate Offsets (X Y)— 12:0.3-60-2-11j [5:0-2-8 0-1-131 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in floc) gdeD Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.01 7-8 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.03 7-8 >999 180 BCLL 0.0 ' Rep Stress Ina YES WE 0.11 Horc(CT) -0.00 6 We n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 40 lb FT=0 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-6-0 REACTIONS. (Ib/size) 7=151/Mechanica1, 2=449IO-3A, 6=71/Mechanical Max Hoa 2=136(LC 8) Max Uplift 7=40(LC 5), 2=290(LC 8), 6=59(LC 5) Max Gmv 7=159(LC 13), 2-049(LC 1), 6=71(LC II FORCES. IRS) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-4=278/212, 4-5>344f73 BOTCHORD 2-8=68/260 WEBS 5-8=-20/285 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid calling directly applied. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about 8s center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcarrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on he bottom chord in all areas where a rectangle 3.6-0 tall by 2-" wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss Connections. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 401b uplift at joint 7, 290 IS uplift at joint 2 and 59 lb uplift atjoint 6. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 11) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. Thomas A A16ani PE No.39380 MiTek USA, Ina FL Cart 6034 6904 Parke East Blvd. Tampa FL 33910 Date: August 7,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED a11TEN REFERENCE PAGE MI10473rev. IM3 ad15 BEFORE USE. * Design valid W use only with MTek® connectors. This dedgn is based only upon parameters shown, and is Wan IMivieual Mining component net a truss system. Berme use, the binding designer must vergyma apptimbiiy of deep parameters and property incorporate this design Ito me owrdll �1Y� bWldmgdesgn. BrxdogiMicated is to prevowb gdhdiNdual WsswebanN Oordmembemony. Addtignaltempomry and permanem bracing MiTek' Is always requbed for eternity and to prewrd collapse with possible personal injury and property damage. Far generd guidmun regarding pre fabrication. storage, deflAM. erection and bracing Ripostes and miss systems. we ANSU7P/lduality Ededa, DSB89 and BCSI Building component 680, Parke East BNd. Sofetylnrimendion avableb Truss Ptate Institute,218KLea Street,Sate3lZNexandria,VAU314. Tampa, FL Seat 0 Job Truss Truss Type Oly Ply Wiswell T17793322 J38207 ZHJ7 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) 'cast GOa51 Truss, Ft. Pierce, I-L MV4G e.241.1 S Jun B 2U19 MITek Industries, Inc, rue Aug 6 20:19:10 2019 Page i 2-9-15 al1-0 4-11-1 • Scale: IQ'=1' 3x4 II NAILED 5 2.12 12 NAILED NAILED 18 Id 3x4 sc NAILED 3x4 = NAILED 3 15 4 NAILED 3x4 = 2 Special 17 6 18 7 NAILED 1.4 It NAILED 4x8 6 sx6 II Special NAILED NAILED Plate Offsets (X,Y)— 12:0-0-7,Edge], 15:0-2-13,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.10 7-8 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 Be 0.85 Ved(CT) -0.14 7-8 >803 180 BCLL 0.0 ' Rep Stress Incr NO 6VB 0.62 Hom(CT) 0.03 2 ma nice BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 51 lb FT=O% LUMBER- BRACING. "OP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD SLIDER Left 2x4 SP No.34-0-0 REACTIONS. (Ib/s¢e) 5=33/Mechanica1, 7=505/Mechanical, 2=156/0-0-15 Max Horz 2=107(LC 23) Max Uplift 5=165(LC 7), 7=267(LC 5), 2=1369(LC 17) Max Gmv 5=101(LC 25), 7=878(LC 28), 2=2145(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=247212091 BOTCHORD 2-8=337/1464, 7-8=-337/1464 WEBS 4-8=233/785, 4-7=1418/303 Structural wood sheathing directly applied or 3-6-13 oc purins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; lhi B=45111; L=240; eave=oft; Cat. 11; Fxp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch fight exposed; Lumber DOL=1.60 plate gdp DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its Center. 3) This truss has been designed for a 10.0 psf bottom chord live load noncencument 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 2-04 wide will fit between the bottom chord and any other members. 5) Refer to girdef(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 165 lb uplift at joint 5, 2671b uplift at Joint 7 and 13691b uplift at joint 2. 7) This truss has large uplift reaction(s) from gravity load Casale). temper connection is required to secure mess against upward movement at the bearings. Building designer must provide for uplift reactions Indicated. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) "NAILED" Indicates 3-1Od (0.148'1 or 2-12d (0.148'W.25") toe -nails per NDS guidlines. 10) Hanger(s) or other Connection devices) shall be provided sufficient to support Concentrated load(s) 895 Ib dawn and 805 Ib up at 14-15, and 895 lb dam and 805111 up at 1-4A5 on bottom chord. The design/selection of such Connection devices) is the responsibility of others. 11) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOADCASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 ;ontinued on made 2 Thomas A. Albani PE Ne.38380 fdiT6lt USA, Inc. FL Cart 6634 69M Parke East Blvd. Tempe FL 33610 Date: August 7,2019 ® WARNING - Venry design paramelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PA GE M147473iev. 10/03R015 BEFORE USE. • • Design valid for use only van Mmii conmi This design is based ony upon pamnsome shoves. end Is for an re ivkual buidmg component not ,■� Val' a ss system. Before use, Me building designer must very me applicability of design parameters and popery incorgoi this design bolo fie ovi buadingdeslgn. BmeNgilMWedistopmwnbuc gof NdMdual Wnwe wWarutoNmembemony.MdNonaltempomryaodiermanembracing MOW Is ai required for Rocky and to prevent co0apse with gosi personal lnlurywel popery damage. Forgeneolguidanceregardingthe fabrlwton,stomge,delivery,eredionmdbmWgofbusmsa nsssystems,see ANSUTPI10ue1iry Console, OSS49 end SCSI Building Component 6904 Parke Fast BM. Se/oylnmrmmlon aweablefmm Tmss PlmelnMkWa.210N.Le UmO.Sube312,NexandRa,VA22314. Tampa. FL 36610 Job Truss Truss Type pry Ply Vafiswell T17793322 J38207 ZHJ7 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Jun 8 2019 MiTek Industries, Inc Tue Aug 6 20:19:11 2019 Page 2 ID:f9al7rWAPZ4RigpnGR2MpXygY4z-U92rV8sgONABUDuVP5zdZ_h82Em8 34A7 9zROygSvk LOAD CASE(S) Standard UnNorm Loads (pig Vert: 1-2=60 Concentrated Loads (Ib) Vert: 12=110(F=55, B=55) 13=592(F=296, B=296) 16=28(F=14, B=14) 17=67(F=34, B=34) 18=16(F=8, B=B) Trapezoidal Loads (pig Vert: 9=0(F=10, B=10)-10-6=-197(F=-88, B=88) ®WARNING Va"Wesigvparamerere and REAO NOTES ON THIS AND INCLUDED MITEK REFERENCE GAGE MII-7473rev. lW"OIS BEFORE USE Design YWA far use onywM 6LTek®ccnnemom. This design is based only upon parameters shewn, and is for an MdlvWmI WHOM comporem, not a W as system Before use, Ube building designer must verity the applltabiWy of deep pamnwters and pneady Wcoryorate this design methe ammfl bdidingdeslgn. BrarmgilWicam0lsmprevent Ouctanp of NdMdual Wse web anWorrnoN members onyAcciftnaltempamryarWpermanemenimug MiTek' Is always refuted for Mabiley and W prevent maapsewM possible personal Injury and pepedy damage. ForgeneralguWanceregarding Me 6bdoa8on, Manage. defwery. erection and bracing oftheses and Was systems, see ANSUTP11 QuaMy Whads, DSB89 and BEST Building Component ease Parke East BNd. Salefylabersalon av blefee Tmss Plate InMW e,218N.Lee Street,Sude31ZAleaandrm,VA22314. Tampa, FL 36610 Job Truss was Type Oty Ply T77793323 J38207 2HJ7A DIAGONAL HIP GIRDER 1 �JbRem, (optional) ,Cast Doast Truss, Ft. Pierce, FL 34946 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Aug 6 20:19:12 2019 Page 1 NAILED 3x8 _7 bah I NAILED NAILED NAILED 4-2-15 6-10.12 9-10.1 6J.15 sees =1:25.1 Plate Offsets (X,Y)- [2:0-3-7,0-1-101 [6:031 0-0-81 LOADING (par) SPACING- 2-0-0 C51. DEFL. In (toe) Udefi L/d PLATES GRIP TCLL 20.0 Plate GNP DOL 1.25 TC 0.65 Vert(LL) 0.07 8-9 s,999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 SC 0.68 Vert(CT) -0.14 8-9 >817 180 BCLL 0.0 Rep Stress InCT NO WB 0.24 Horz(CT) -0.03 6 n/a Na BCDL 10.0 Code FBC20177TPI2014 Mama -MS Weight: 551b FT=O% LUMBER- BRACING- erOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD SLIDER Left 2x4 SP No.3 2-6-0 REACTIONS. (Ib/size) 6=53/Mechanical, 8=387/Mechanical, 2=497/0.10.15 Max Hom 2=215(LC 24) Max Uplift 6=-73(LC 24), 8=122(LC 5). 2=351(LC 4) Max Gmv 6=72(LC 13), 8=443(LC 28), 2=702(LC 30) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=925/558, 4-5=1014/197 BOT CHORD 2-9=-2021874, 8-9=1501382 WEBS 4-9=-267/98, 5-9=84/791, 5-B -454/187 Structural wood sheathing directly applied or 5.10-2 0o pudins, except end ver icals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; ESP C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconwrtent 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 3.6-0tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss Connections. 6) Provide mechanical Connection (by others) of truss t0 bearing plate Capable of withstanding 73 Its uplift at joint 6, 12216 uplift at joint 8 and 351 Its uplift at joint 2. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 8) "NAILED" indicates 3.1Od (0.14853") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Warding: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 14=60, 4-6=60, 7-10=20 Concentrated Loads (lb) Vert: 9=12(F=6, 8=6) 13=67(F=34, B=34) 14--99(F=49, B=49) 16=172(F=-86, B=86) Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6906 Parts East Blvd. Tampa FL 33810 Data: August 7,2019 ®WARNING. Verily deslnn paramelers and READ NOTES ON MIS AND INCLUDED MITEx REFERENCE PACE MIId073 rev. 1&03/2015 BEFORE USE. Design varel far use onywilh hLTek®cannaclon. TOis design Is based my upon parameters shown, and is loran Individual bending component, not Sea - Nal a tmlda system Befere use, the burIing designer must very me eppleabley of deep parameters and prepery incorporate Me design Into the overall OWIENgdesign. Brachg MiWedletopmv MWu gothldWualimsswebm&wm ordmemmmy. MiTek' Isaewaysr uhedforstabitilyaWtDPMWMoogapsewahpossiNepersonallrlurymdpmpedydamaw. ForgererelguidanceregaMbgrue fabdratiom xonge.delivery, ereabn and bradlg ofbusseseM haze syAama.sea ANSUFMI DuaTdy, Cdfeda, DS"9 and8CSl Building Component Bass Parke East Blvd. S4leiylnWeenhon available emn Trials Fate Inslaute, 218 N. Lee Street. Sube 312. Nexandda, VA22314. Tampa, FL 36610 v Job Truss Truss Type 01y PIy NfhSN T17793324 J38207 ZHJ76 DIAGONAL HIP GIRDER 1 t Job Reference optional) East Coast Truss, FL Pierce, FL 34946 8.240 s Jun 8 2019 M7ek industries, Inc. Tue Aug 6 20:19:13 2019 Page 1 asa .1 2x4 II 3x4 = 6 4x6 = Special NAILED NAILED 44 = Special NAILED NAILED 0.8-2 i 4-2-15 i 7-10 I 110.1 r 5-8.2 3&43 2-10.1 2-&1 Scala-1:28.8 Plate Offsets (X,Y)- 12:0.2-11,1-5-111. r2:0-0-12 0-1-12] 15:031 0-081 LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.65 Vert(LL) -0.05 9-14 ,999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.05 9A4 >999. 180 BCLL 0.0 Rep Stress Ina NO WB 0.33 Horz(CT) -0.02 5 me n/a BCDL 10.0 Code FBC2017rFP12014 Mamx-MS Weight: 631E FT=0% LUMBER- BRACING- JOP CHORD 2x4 SO No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEDGE Left 2x4 SO No.3 REACTIONS. (lb/size) 5-0/Mechanical, 7=563/Mechanical, 2=128/0-4-15 Max ll= 2=199(LC 23) Max Uplift 5=-68(LC 7), 7=383(LC 5), 2=1326(LC 17) Max Gmv 5=42(LC 25), 7=923(LC 28), 2=2146(LC 26) FORCES. (Ib) -Max. ComplMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-20281669, 3-4=8161319 BOT CHORD 2-9=675/1915, 8-9=619/1845, 7-8=250/689 WEBS 3.9=401/537, 4-8=39611019. 3-8=1461/861, 4-7=945/342 Structural wood sheathing directly applied or 4-0-1 oc purling, except end verticals. Rigid ceiling directly applied or 6-0.0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.OpsY h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Nil fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 681E uplift at joint 5, 383 lb uplift at joint 7 and 1326 lb uplift at joint 2. 7) This truss has large uplift reaction(s) from gravity load case(s). Proper Connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions Indicated. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 9) "NAILED" indicates 3-1 Od (0.148"x31� or 2-12d (0.148"x3.25') toenails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 949 lb down and 805 Ib up at 1-4-15, and 9491E down and 805 Ib up at 1-4-15 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 11) Warding: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on Pace 2 Thomas A. Albani PE No.39380 M7ek USA, Inc. FL Cart 1104 6904 Parke East Blvd. Tampa FL 33610 Date: August7,2019 ®WARNING -Verify Cesna parameter and READ NOTES ON MIS AND INCLUDED 411TEx REFERENCE PAGE MI67413rev, IM312015 BEFORE USE. Design valid for use onywb MreF®ewnectors. This design is based any upon parameters ahawn, and Is fix an IndiMdual building component, not a M. system Betide use, Nil bulking Mudgne deadiverif Ms af,scabay 4ldesign parameters and properly Incorporate this design into Me overall bulldingdesign. BradnglMiwtedlstopmventbucblingaf NdiaNuallmsswMan&wr Mmembersonly. Addirwnaltempararyandpennanentbacing MiTek' is always required for stabiliryand(o prevent wNipse with possible pemnal lnlurywd property damage. ForgeneralguidanceragaNingme lapdwtipm pomgo, dagvory.eredbn antl bmcihg afimswsaM truss systems,see ANSVIP11 Gainey cried., DSB49 and 8=1 Bulldleg component 6904PaM1SEasl Bid. Safts labodaBon available Tom Truss Plate Insteule,218 N. Lee Street, Butte 31Z Alexandria, VA22314, Tampa, FL 36610 v Job Truss Truss Type 0y Ply Wiswell T17793324 J38207 ZHJ78 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) ,ew wart uuas, Ft, tierce. FL 34946 8.2413 s Jun 8 2019 MTek Industries, Inc. Tue Aug 6 20:19:13 2019 Page 2 ID:f9aI9rWviPZ4RgOnGR2MpXygY4z-0XAbw8i Y DvjX2uWWz5ePngOITZS14TUle4VJygSvi LOAD CASE(S) Standard 1� Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 UnNoml Loads (pIf) Vert: 1-2=60 Concentrated Loads (lb) Vert: 9=67(F=34, B=34) 8=64(F=32, 8=32) 15=110(F=55, 13=55) 16=592(F=296, B=296) Trapezoidal Loads (pIQ Vert: 10=0(F-10, B=10}tc-6=197(F=88, 13=88) ®WARNING- Verilydmlpn paramele s and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MI67473 rev. 10M14015 BEFORE USE. DeslgnvaNI for use any ash MTemecanneclon. This design is based ony upon parameters shown, and is for an Individual building component, not a truss System.Befine use, Ne building designer must vedry tin appllnabiRy of design parameters and property Incoryorate Nis design Into the ovma9 dtildingdesgn. B2 gWM edistOPMWMburMmgdMdMdualWsswebm&ap oa membemmtt. ditiOneltempOmryaMpermaneMbrazbig -•Y� MiTek' is sways requbed for stability and to Prevent mnapse wM passible personal iNury end property damage. Forgenereguidanceragardirpthe fabdra4an, atomga.tleMery. ererLon and bmtlng of wssesaM Nrss sygems,sea ANSM11 Oua11y CBti DS"9 and BCSI Building Component 6904 Parke tBM. EasFast0 aw SahylrrlOrtnaNOn ble1mm Tmss Rate Ins e,218N.Lees Kaeg9312,Alexandria,VA22J14. Tempe,FL J6 Symbols PLATE LOCATION AND ORIENTATION —��Ir►II�'�I�F'��\4"j 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. 0-118 r For 4 x 2 orientation, locate plates 0- °,d, 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 f e 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. Industry Standards: ANSIITPII: 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 I I dimensions shown in scale) (Drawings not to sccale) 2 3 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability 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 huss 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 ANSI?PI 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 Trusses are designed for wind loads in the plane of the specified. truss Unless Otherwise Shown. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. Lumber design values are in accordance with ANSlfTPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at 10 ft. spacing, established by others. or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. © 2012 MiTek® All Rights Reserved Nil a MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 16. Do not cat 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 acoomance with ANSIrrP11 Quality Criteria.