Loading...
HomeMy WebLinkAboutTRUSS PAPPERSLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ' NE iTe ke scBy ED ,,RE:_ 73147 - �t �Jv ueOunty MiTek USA, Inc. +Site Information: 6904 Parke East Blvd. Tampa, FL33610-4115 Customer Info: Polo Construction Project Name: Connolly Residence Model: Lot/Block: Subdivision: Address: 8060 Plantation Lakes Drive City: Port St. Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Bradley J Cash, PE License #: 51320 Address: 3230 SW 50th Street City: Dania Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/fP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 170 mph t,. Roof Load: 45.0 psf Floor Load: N/A psf This package includes 91 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# ITrussNamelDate No. Seal# Truss Name Date 1 T7817844 AA 12/28/015 18 T7817861 B 12/28/01 2 T7817845 I AB 112/28/01$19 1 T7817862 1 BA 12/28/016 I3 T7817846 AC 12/28/01$20 T7817863 D 12/28/015 4 T781784Z AD 12/28/01 21 T7817864 DA 12/28/01 5 ! T7817848 I AE 1 12/28/01$22 I T7817865 I DB 12/28/019 6 T7817849 AF 12/28/01 23 T7817666 DC 12/28/01 7 1T7817850 SAG 112/28/01$24 �T7817867 IDD 112/28/01? (8 T7817851 � AH 1 12128/01525 1 T7817868 I DE 1 12/28/01 19 I T7817852 I AJ 1 12/28/01$26 I T7817869 I D F 1 12/28/01 110 I T7817853 I AK 112/28/01$27 I 17817870 I DG 1 12/28/01 Ill I T7817854 JAM 12/28/01328 I T7817871 G EB 1 12/28/01 E 112 J T7817855 J AN 112/28/01529 IT7817872 I GEC 1 12/28/015 113 I T7817856 I AO 1 12/28/01$30 I T7817873 I G RA 1 12/28/01 E �14 �T7817857 JAP �12/28/01$31 IT7817874 IGRB 1,12/28/01E 15 7817858 I AQ 12/28/01$32 T7817875 G RC 12/28/01 E 116 I T7817859 I AR 12/28/01$33 T7817876 If 1 GRD 12/28/014 117 I T7817860 I AS 1 12/28/01$34 I T7817877 GRE 12/28/01 } The truss drawing(s) referenced above have been prepared by MiTek Industries, 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, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. I• � � u V n G. .N. Off:• -., i o �� �� •��G E NSA 9L��' a IV,C 4 C`M U V 05G�� 1 Ov <STATE ❑ r .� �', '-Thori�aS'A: Ai6a I No.39380 .. We uSA IIncert6634 9d4 Pirke Eas>�81 . Tampa R 33610 L'oa a: l j December 28,2015 Albani, Thomas 1 of 2 Russell Design Consultants Inc. 3230 SW 50th Street niCheck daforCenelral Conformance Documents to be the Responsibility eviewd of the Supplier �R ✓✓ No Exception Taken Rejected as Noted Resubmit By: Fie asurement Req' N O N V V V V V V V V m m m m m 0) O) m m m Vt Vt VI (.>t VI m VI M VI m A A A A A A A A A A W W W W W Z V m 0 A W N O (D m V m VIA W N O (O m V m VI A W N— O (D m V m M A W N" O (O m V m VI 0 V V V V V V :17V :11V V I 1 V 14 V 1 CD m mmmmmwmCDmmmwMmmmmMmmmmmmmmmmmmmmmmmmmmmWmm CD w -1 V V V V V V V V V V J N N J N V V V V J V V V V V N V V V V J V V V V V V V V V V V (O N (O - (O (O (O (O (O (- - (O (O 0000000 (O (O (O (O tD (O (O 000 (D cO m m m (O m (O m m m m (O m (D m (O m mm m m m m m m mmmm m m m m m m m m V m O (O W V m VI A W N y 0 (O m V m VIA W N � O W (O W m V m M VI N A W W NW V m M A W N -+ O Mm W X3TTTTTTTT v D2Ui �1 flip OWDOOWD pOpOODNODD�Dm2�'ADW'0�770���31173137�3137 ]7 C —IMO-UOZZKr T.L—=Mm rn z CD O D`N`V N N N `V N NQV N N NNN`V N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N CO m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m (D • 0 0 0 V 0 08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � V O((OOmNm(m114wmN (OOVD0 V V V V V V V V V V V V V co mCOmmmmmmmmmmmmw O NV V V VJN-I NNV V V-4 W W W W W W W W W W W N W N W N W N W N W N W N W N W N A W N-+O(Dm VmVIA W Nj N D W A N O Z (O A W N N W Z w CD (D N N N N N N N N N N N N N N M-C'C'CmrommNC'CN)C'mN mmmmmmmO mmm (D 0 a 0 s 0 a 0 n 0 a 0 a 0 a� 0 0 2o2,21 0 0 0 0 n D r () fA O.O C :: `< CLCm N Ill 7 ql �, O^ co M, y r-0 7 r M 0 V C O O O, -u 7 cp O 3 O m 0 O O U) 7 (A C O � (� O W 7 p � N O, N O C Z O. w m 0. 3 < (D r- y . 7 O 0 O l< m (D N E (D 7 O (D K 0 OQ O r o mss cuss ype y na17e44 73147 AA SPECIAL 1 1 Job Reference o tional cnamoem i mss. non Hence, rx Scale=1:75.0 4x6 = 4x8 = 3x4 It 3x6 = 3x8 = SO II 3x8 = 30 It 4.8 = 1 2 19 3 4 20 5 21 6 7 228 9 78 17 16 IS 14 13 72 11 70 4x6 I SAO = 5x8 MITI OHS 3X8 — 3x4 11 6xt0 = 4x6 It 3.4 I 5x8 MT78HS= 7-5-14 14-10-0 22-2-2 296.4 36-a-10-6 444-4 L5-16 7d-2 7-4-2 ]-a2 1 72 7-5-14 Plate Offsets MY)— r6:O-3.0 Edgel r10:Edge 0-3-e1 LOADING (pst) SPACING- 2-0-0 CSL DEFL. in Doc) Vdefl Ud PLATES GRIP YCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(L-) 0.72 14 >734 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -1.33 14-16 >397 180 MT18HS 244/190 BOLL 0.0 ' Rep Stress Incr YES WB 0.53 Hoa(TL) 0.26 10 We rVa BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 239 lb FT=20% LUMBER- BRACING - TOP CHORD 2X4 SP M 30 TOP CHORD Structural wood sheathing directly applied or2-4-4 oc puffins, except BOT CHORD 2x4 SP M 30 end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 4-4-10 oc bracing. 1-17,4-17,4-14,7-14,7-11,9-11:2x4 SP M 30 WEBS 1 Row at midpl 1-17, 4-17, 7-11, 9-11 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (a/size) 18=1983/Mechanical, 10=1983/Mechanical Max Uplift 18=-1069(LC 8), 10=-1069(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -Ail forces 250 (Ib) or less except when shown. TOP CHORD 1-18=-1912/1083,1-2=-3310/1784, 2-19— 3310/1784,3-19=-3310/1784, 3-4=-3310/1764, 4-20=5850/3152, 5-20=-5850/3152, 5-21= 5850/3152, 6-21=-5850/3152, 6-7_ 5850/3152, 7-22=-3310/1784, 8-22=3310/1784,8-9= 3310/1784, 9-10_ 1912/1083 BOTCHORD 16-17=-2806/5206, 15-1rK-2806/5206, 14-15=-2806/5206, 13-14=-2806/5206, 12-13=2806/5206, 11-12=-2806/5206 WEBS 1-17=-1980/3674,2-17= 555/438,4-17=-2134/1151, 4-16=0/287,4-14=-407/725, 5-14=-5115 404, 7-14= 407f/25, 7-13=01287, 7-11=-2134/1151, 8-11= 555/438, 9-11=-198013674 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL--4.2psF, BCDL=3.Opsf; h=18ft: B.45fq L=44ft;, eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10691b uplift at joint 18 and 1069 Ib uplift at joint 10. 8) "Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysts and design of this Iruss. LOAD CASE(S) Standard ``% iIIIIIPsi A 1 �%cEN Noo33K itC <ORION� Thomas A Albael PE No.39380 MITek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 28,2015 ® WARPING- Vedlydest9nparamefersand READ NOTES ON THISANDNCLUDED N/fEKREPERANCE PAGEND7473rev. 10/03/L015 BEFORE USE D gnvalidforuseoNywlth Mgek®connectors.INsdedgnhbase yuponpmametemsho .a isforanlndlNWd W9dngcanponenLnol r■� Im a In155 system. Before use, the bWldng despner must verity the oppllcaWllyof design parometersanai property Incorporate Ihls design Into the overall Wadkngdeslgn. HocbglndbotedlsloprevenlWcHt Addtionaltemporayontlpemfanentioasa g MiTek' QofMMduoitmawebcnd/orchordmembersoNy. Is always fecuredfor stablllly, and to Wevent collgne Min rws9bie Personal Inayoixl property damage. ForgeneralgWdanceregarcingthe 6904 Parke East Blvd. fabrication storage, dellvery erection arxl bracing of tmssesand Irusssystems, seeANSt/IPI19uality Criteria, DSM9 and SCSI Buildng Component Tampa. FL 33610 solely Information available Bonn Truss Rate Institute, 216 N. Lee Street. WIG 312, Alexandlla VA 22314. Scale =1:75.0 4x6 = 41B = 3.4 II 3x6 = 3x(3 = 3x4 11 3x8 — Sx6 = 5.00 L12 1 2 19 3 4 20 5 6 21 7 22 8 I&N bss.iv 1 , A A i h k L, s , " M_ i b 6 qm NEW as W M-1 18 17 16 1s 14 73 12 11 t0 Axe 11 bk16 = 5x8 MTiBHS = 3x8 = 3x4 11 718 = 5x6 II 3x4 11 5x8 MT18HS = 7-5-14 14-10-0 22-2.3 29-6-5 37-0.3 46d-4 r zn.o 1 2 2s0 ze-1 I Plate Offsets (X,Y)-- 15:0-3-0Edael r8:0-3-00-2-41 r10:Edge O-3.81 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in Doc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.49 14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Ved(TL) -0.9314-16 >567 180 MT18HS 2441190 BOLL 0.0 ' Rep Stress Incr YES WB 0.98 HOrz(rL) 0.22 10 Na War BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 246 lb FT=2D% LUMBER- TOPCHORD 2x4SPM30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except' 1-17,4-17,4-14,7-14,7-11: 2x4 SP M 30 REACTIONS. (lb/size) 18=1983/Mechanical, 10=1983/1slechadcal Max Horz 18=-189(LC 8) Max Uplift 18=-1082(LC 8), 10=-1055(LC 8) BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-0 Ora puffins. except end verticals. BOTCHORD Rigid ceiling directly applied or 4-11-8 no bracing. WEBS 1 Row at midpt 1-18, 1-17, 4-17, 7-11, 9-11 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-18-1914/1097, 1-2-2717/1485, 2-19-2717/1485, 3-19=-2717/1485, 3-4= 2717/1485, 4-20-4797/2648, 5-20= 4797/2648, 5-6= 4797/2648, 6-21= 4797/2648, 7-21=-4797/2648, 7-22=-2703/1554, 8-22= 2703/1554, 8-9— 2986/1579, 9-10-1909/1070 BOT CHORD 16-17=-2157/4273, 15-16=-2157/4273, 14-15= 2157/4273, 13-14=-2207/4282, 12-13=-2207/4282, 11-12=-2207/4282 WEBS 1-17=-1734/3172, 2-17= 557/439, 4-17= 1839/1018, 4-16=0/286, 4-14-357/620, 6-14=-507/395, 7-14= 310/609,7-12=0/283,7-11=-1877/1000, 8-11= 218/661, 0-11-127312563 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsf; h=18f ; B=4511; L-_14ft; eave=5ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever lefl and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise Indicated. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1082 Ib uplift at joint 18 and 1055 lb uplift at Joint 10. 8) "Semi -rigid pitchbreaks Including heels" Member end fixity, model was used in the analysis and design of this truss. LOAD CASE(S) Standard ONS A. EN No M t r ,(�0 R I Thomas A. Alban) PE No.39380 MITek USA, Inc, FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 28,2015 ,&WARNING- VedydatEraparametersead REAONOTES ON TR/SANDINCLUDED MREKREFERANCE PAGEM6742a nee 141,93rz015 BEFORE USE �wR' Dedgn valid for use only with tvNelt®connectors. This desgn is based only upon parameters shovm, antl is fa an lntlivIdual Watling component. net a truss system. Before use, Ine LaAdng designer must verify the applicabllly of dedgn parameters and raopeliy Incorporate this design Into the overall bWOingdesign. aocklg lndlooted lsto prevent Welding ofincividual kuswebond/orchord membersonly. Adeltlondtemporaryandpermanontlaccug MiTek' Is always requladfor stability and to prevent collapse wnh poslale personal harry and property damage. Fa general guidance regading me fabrication, storage, delivery, eeonon and bracing of buses and Ims systems seeANSI/1PII Quality Criteria, DSB49 and SCSI Bueding component 004 Parke East BNd. Safety Informallon Oval from Test Role InsflMe, 218 N. Lee Street. Sufe 312, Alexordda VA 22314. Tempe, FL 33610 o rues mss yea y nene4s 73147 Ar 6PECNL 1 1 _ Jab Reference (optional) Chambers Truss, Fort Pierce. FL 07,0 4.8-12 8-10-8 7- 3 0-7-0 4.1-12 ~ 4.1-12 .9- 5.00 12 Sx6 = 3x6 _ Sx6 = 3n4 11 4xB = 6 NaJ`r C� 4 and l L 6x8 = 3x4 = 6 24 Sx12 = 5x8 MT18HS = 3x4 = 3x4 = 4x6 = 7 8 3x4 II 4x5 = 259 10 17 2x4 11 16 15 Sx14 = axe = 8-103 9,7-13 1832 2671%8 AM 44.4.4 s-10-s 9- 8-7-s 1 8-7-s a. 1 1 s-0n 1 Scale =1:79.2 Plate Offsets (X.Y)-- f2:0-3-0,0-2-41 r4:0-3-0.Edgel (5:03-0 0-2-41 [8:0-3-0 Edgel, 111:0-3-00-2.41 116:0-6-0,0-2-01, f21:0.5-12 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.59 18-19 >895 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -1.26 18-19 >420 180 Mi18HS 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.87 HOrz(TL) 0.34 14 Na n/a BCDL 10.0 Code FBC2014)TPI2007 (Matrix-M) Weight: 2631b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural mod sheathing directly applied or 2-11-4 oc pudins, BOT CHORD 2x4 SP M 30 'Except' except end verticals. 9-17: 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-5-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-21, 16-18, 10-16, 3-22, 12-14 16-18: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bmcing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=1983/Mechaniml, 22=1983/Mechaniml Max Horz 22=-209(LC 8) Max Uplift 14— 1060(LC 8). 22=-1078(LC 8) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-23-3998/2163, 4-23=3998/2163, 4-5=-3928/2121, 5-6=3702/2019, 6-24_ 5205/2843, 7-24= 5205/2843, 7-6-5155/2864, 8-25-5155/2864, 9-25-5155/2864, 9-10=-5106/2842, 10-11=-2745/1596,11-12=-2982/1650 BOT CHORD 21-22=-1015/2184, 20-21_ 2478/4896, 19-20= 2478/4896, 18-19=-2761/5384, 9-18=-343/269,15-16=-1250/2321,14-15=-1250/2321 WEBS 3-21=-1163/2278, 5-21=-524/1084, 6-21=-1535/860, 6-19=214/585, 7-19=362/276, j11S111A11I/!4e, 1-11/11518, 11-16=-416840, 12-6=14569, 3-22=-2773/57, 12-14_2783/1133. 4-2-1457/80 ,p 44 ``O NOTES- �VCENs`�•giL�t 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=A.2psh BCOL=3.Opst; h=18fF B=45ft; L=44ft; eave=5f ; Cat. `.�`Z' N O 3938 II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever leftand right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. -p ; 5) This truss has been designed for a 10.0 psi 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 at l areas where a rectangle 3-6-0 tall by 2-0-0 wide . E (/ (L will fit between the bottom chord and any other members. �� •• 7) Refer to girder(s) for truss to truss connections. connection others) of truss to bearing capable 10601b uplift at 14 and 10781b uplift 8) Provideoint ��(C O R Q•• \ mechanical (by plate of withstanding joint p�sSION A� 9) "Semi-dgid pltchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 1E?�� Thomas A. Alban[ PE ND.39380 LOAD CASE(S) Standard MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa H. 33610 Data: December 28,2015 ® WARNING- Ved/ydeelgnparametercandREAONOTESONTHIS AND WCLUDEDMREKREFERANCEPAGEMW4M.%r..10/=01SSEFOREUSE �■t DesIgnvolid form odyw9In 100ek0connectors. lhisdeslgn BDased onlyupon parametersshow andisforon hdMdual building component. not a truss system. Before use, the building designer must verity the oppilcabBlly of design pororneters and properly Incomomte rah design Into the ovemll i•��q bddW design. Brochg Indicated is to prevent buckllig of individual trunweb and/or chord members only. Addlllora] temporary and peanonent bracing MiTek' 6dwaysrecrAe forstabeiNa to Wevenlcollg WlhpossmlepersorwlhpayarxlproWrtyd=We. Forgenerolgddaweregardngltte rabrk:ation storage, delivery, erection and bract g of tmssesand imss systems see NSVTPII Quality Criteria, DSB49 and SCSI Buadng Component 6904 Perko East Blvd. solely Information available horn ures Rate Institute. 218 N. Lee Street. Sulte312 Alexandria. VA 22314. T.Ws. FL 33610 o russ russ ype y nanem ]314] AD SPECNL 1 1 Job Reference o tlonal anam e,s i russ, ron rierce. rL 5x8 = x nnFT7 3x4 II 416 = 4x5 = Scale=1:76.1 I° [V 3x8 = 3x4 11 5x6 V✓8= 3x10 = 14 13 12 11 10 3x4 = 3x4 11 4x12 = 4x6 = 410 = 4x6 N 'Jn-1n.a %q_(Qq 'W.nA 414.4 E1-13 5-6-0 7.7-6 7.7.6 6-1-11 5-6-4 5-9.12 Plate Offsets(XY)-- i1:0-4-20-1-81 I3:0-5-40-2-4115:0-3-OEdgel l7:06-00-2-81 It0:Edae O-3.81 (11:03-80-2-01 t15:0-8-00-4-41 JLOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Gap DOL 1.25 TC 0.96 Vert(LL) 0.50 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Ved(TL) -1.00 15-16 >531 180 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 Horz(Q 0.30 10 n/a n/a BCDL 10.0 Code FSC2014/TPI2007 (Matrix-M) Weight: 251 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 'Except' 6-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except' 13-15: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=2001/Mechanical, 10=1978/Mechanical Max Horz 1=205(LC 7) Max Uplift 1=-1079(LC 8). 10= 1065(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-11 oc bracing. WEBS 1 Row at midpl 6-1 6, 7-15 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation oulde. FORCES. (lb) - Max CompJMax. Ten. -Aft forces 250 (Ib) or less except when shown. TOP CHORD 1-2=4321/2317, 23=-3807/2105, 3-23=-4451/2549, 4-23=-4451/2549, 4-5=-4451/2549, 5-24=4451/2549, 6-24=-4451/2549, 6-7= 4427/2542, 7-8=-2952/1681, 8-9= 2789/1510, 9-10=-1916/1074 BOT CHORD 1-19=-2049/3910, 18-19= 2049/3910, 17-18= 1714/3457, 16-17= 1714/3457, 15-16=-2262/4457, 6-15= 564/383,12-13_ 1319P2510,11-12=-1319/2510 WEBS 2-18= 5951373, 3-18=-130/439, 3-16= 644/1298, 4-16=-584/451, 13-15=-1307/2654, 7-15= 1201/2284, 7-13= 675/371, B-13= 101/324, 8-11= 589/407, 9-11= 13132513 NOTES- 1) Unbalanced roof live loads have been considered lorthfs design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vmd=132mph; TCDL=4.2psf; BCDL=3.Opsh, h=18ft; B=45f; L=44ft; eave=50: Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate gap DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psi 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 girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1079 to uplift at Joint 1 and 1065 lb uplift at Joint 10. 9) "Seml-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard OPS� Au44e,,', N/oo 3�^938�0 �-n: iCO••<aR,O• ��'�SS��NA� E�C7•�. Thames A Albans PE No.39380 MITek USA, Inc. FL Ceft 6634 6904 Parke East Blvd. Tampa FL 33610 Data December 28,2015 A WARNING- Verify designparamelereaed READ NOTES ON THISAND INCLUDED MITEKREFERANCEPAGEMIF7419 rev. 14=2015 BEFOREUSE Design valid for use only with MiTek® co sneclors. lNsdesign h based oNyupon parameters shown, and Is for an hdMdud WIdB1g component not a fans system. Before use, the Wlidkg designer must verify the appllcablilly of design parameters and properly Incorporate IhE design Into the overall WBtlingdedgn.$acing Indicated is to nothing of hdivitlual hussweb and/or chord members only. Atltlllbrgl temporary antl permanent WacOg MiTek' prevent Is always required for stoliAlly and to prevent collapse Win posbie personal infury and property damage. For general guidance regarmng in. 004 Parke East Blvd. fabrication, storage, delivery. erecflon and brocN of Inrsses and tnrss systems es%VJSI/iPl1 Cuollty C81eria, DSB49 and Bc51 BuilOng Component TaWa, FL 33a10 Safety Information avarlabte from truss Rote Insatute. 218 N. Lee Street. Suite 312, Alexandria VA 22314. o cuss runs ype y nanBae ]319] AE aPECIAL 1 1 Job Reference o Banal Chambom TNss, Foil Pierce, FL Sx8 = 23 3x4 11 4x6 = 4x5 = 5.8 = 246 7 Scale =1:76.1 I° IV 3x8 = 3x4 II 3x4 3x8 = 14 13 11 10 3x4 11 5x10 = 4.6 = Sx6 = 4x6 11 7-1-13 13.7-13 21 2 26-10.6 31-03 37C-8 44-0-0 7-1-13 l 6-6.0 .7-6 6-7-6 I 41-11 8-6-4 6-9-12 Plate Offsets(XY)-- fl:0-4-20-1-8j f3:0-5-40-2-4j 15:0-3-OEdae1 P:0-6-0,0-2-81110:Edge0-3-81111:03-00-1-8j 115:0-6-0.0.5-41 I-OADING (pat) SPACING- 2-0-0 CSI. DEFL. in Doc) Well Ud PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.58 Vert(LL) 0.41 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.8015-16 >663 180 BCLL 0.0 ' Rep Stress Incr YES We 0.98 Hom(TL) 0.27 10 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 (Matrx-M) Weight: 256 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc puffins, except BOT CHORD 2x4 SP M 30 'Except' end verticals. 6-14: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-1-15 oo bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-16, 9-11 13-15: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/sfze) 1=2001/Mechanica1, 10=1978/Mechanical Max Horz 1=241(LC 7) Max Uplift 1=-1079(LC 8), 10=-1065(LC 8) FORCES. (lb) -Max. CompJMax. Ten. -AU forces 250 (lb) or less except when shown. TOP CHORD 1-2- 430412302, 2-3=-3606/2007, 3-23= 3823/2237, 4-23=3823/2237, 4-5=3823/2237, 5-24-3823/2237, 6-24_ 3823(2237, 6-7-3759/2201, 7-8=-2900/1665, 8-9-2924/1580, 9-10=-1910/1076 BOT CHORD 1-19=-2025/3903, 18-19=-2025/3903, 17-18=1579/3252, 16.17=-1579/3252, 16-25=-186713781. 15-25=-1866/3782, 6-15- 513/311,12-13=-1372/2626, 11-12=-137212626 WEBS 2-18=-800/495, 3-18= 175/493, 3-16=-413/890, 4-16= 516/393,13-15=-1306/2725, 7-15-1040/2040, 7-13= 902/455, 8-11- 4791370, 9-11-1336/2580 , SIIAIII//� , %♦ D'OP J NOTES- '� : '�.� F'••, L/ i 1) Unbalanced roof live loads have been considered for this design. ♦` i No 3938Q 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TGDL=4.2psf; BCDL=3.Opsf; h=181t B=45ft; L=44ft; eave=5ft; Cat. _ II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and dght exposed; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. -D 5) • ThIs truss has been designed for alive load of 20.0ps1 on the bottom chard in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL =1 O.Opsf. E 6)Referto girder(s) fortmss tobussconnectfons. 7) Provide mechanical connection (by others) of Iruss to bearing plate capable of withstanding 107911b uplift at joint 1 and 1065 1b uplift ee • O Rat 10.__'``�� `♦` ' int 10. �Ilf `` 8) Semi`dgid pitchbreaks including heels' Member end 0xity model was used in the analysis and design of this truss. ��NA; 0 ifi% LOAD CASE(S) Standard Thomas A. Mhant PE No.39380 MRek USA, Inc. R, cart 6634 M Parke Fast Blvd. Tampa FL 33610 Date: December 28,2015 ,& WARNWO-Vnllfydealge p..ters and READNOT£S ON TNISANDWCLUDED MITEKREFERANCEPAGEMR-]4]3 rev. iND3/201SSEFOREUSE Design vdkl for use only with MiiecDconnectors. rasdesignb basedonlyupon paranetersshov and Bfor m Individual Wlldrg component act � a Inns system. Before use, the buildng desIgnermustvedty the p IlcatAlty of design parametersand properly Incorporate Ihhdesign Into the overall burcingdeslgn.BracNglncIncredlstoprevent bucklingofidlMdualtrssweband/orchordmembarsody. Adddosattempomryamdpermonentbacho MiTek' Is always regdredfor stabelry and to prevent collapse with possible personal kosy and properly damege. For general guidance regarding Me fabacatlon. storage, delNery, erection and bracing of trusses and has systems. seeANSU1PlI Quality Cdteda, DS849 and SCSI Building Componenl 6904 Parke East Bkd. Safety Intotmatlon avatoNe horn lass Rate Institute. 218 N. lee Sheet. Suite 312. Alexandria. VA 22314, Tarnpe, FL 33610 o russ russ I ype ty y TJe17e49 J314] AF HIP 1 1 Job Reference (optional) 1-alMe-.1-., non Ylerne. IL 5.00 12 5x8 = 3.4 II 5x8 = 4 23 5 24 6 Scale =1:75.8 16 " 14 `a 13 LO 12 11 10 3.8 = 3x4 II Sxe We= 3.8 = 3x4 = &A 11 4.6 ax4= 5.6 WB= LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in Qoc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Ven(LL) 0.40 13 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.7510-12 >712 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.43 Horz(TL) 0.27 9 n/a n/a BCDL 10.0 Code FBC2014fiP120O7 (Maldx-M) LUMBER- TOPCHORD 2x4SPM30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right 2x4 SP No.3 REACTIONS. (lb/size) 1=2005/Mechanical, 9=1979/0-0-8 (min. 0-2-6) Max Ho¢ 1=277(LC 7) Max Uplift 1=-1081(LC 8). 9= 1066(LC 8) Max Grav 1=2017(LC 13), 9=1989(LC 14) PLATES MT20 GRIP 244/190 Weight: 2271b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-0oc pudins. BOT CHORD Rigid telling directly applied or 5-2-10 oc bracing. WEBS 1 Row at midpt 2-14. 8-12 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2= 4255/2272, 2-3= 3408/1887, 3-4=-3299/1909, 4-23= 3364/2018, 5-23= 3364/2018, 5-24- 3364/2018, 6-24=-3364/2018, 6-7=-3289/1905, 7-8=.3397/1883, 8-9= 4194/2249 BOT CHORD 1-16= 1984/3994, 15-16= 1984/3994, 14-15_ 1984/3994, 14-25= 1444/3134, 13-25=-1444/3134,13-26=-1440/3045,12-26=-1440/3045,11-12= 1960/3772, 10-11=1960/3772, 9-10=-1960/3772 WEBS 2-16=0/293, 2-14=-959/597, 4-14=209/617, 4-13=-244/601, 5-13= 519/389, 6-13=-249/613, 6-12=-203/601, 8-12= 907/575, 8-10=0/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF BCDL=3.Opsf; h=1 Bit; B=4511; L-441t eave=5ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directions]); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCD =10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 1081 lb uplift at joint 1 and 10661b uplift at joint 9. 8)'Semi-rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard I A.I� NS No 3938 T rOR IV \�• i�`4 /0NA' St..%0 110 Thomas A. Albanl PE No.39380 MRek USA, Inc. FL Cert 6634 69M Parke East Blvd. Tampa FL 33610 Date: December 28,2016 QWARNWO- Verity design parameters antl REAONOTES ON 71AS AND INCLUDED 4INEKREFERANOEPAGEM-7473rev IQV12015 BEFORE USE �■� Design valid for use only with MnelIDconnectois. this design is based! only upon parameters shown. and [star an hdlvldual WSEing component rat 7 a truss system. Before use, the buldng designer must veilly the appiicatAlty of design parameters and properly hcorporate this design Into the overall i.�Y�S bullclingd ggn. Bracing Indicated is topreventWelding ofIndividual tluussweband/orchord membersonly. Addltlonaltemporaryandpelmenenlbracing MiTele bs waysregdredfmstablilyantltopreventcalcy ,MthpossUep wrid Bnyondpr rtydatnage. ForgeneragnldanceiegordgMe fabrk allon. storage, delivery, erection and bracing of Wssesantl fnrss systems WcANSUTPll 6uantyC teda, DSB.89 mM BCSI BUBding Component 6904 Parke East BNC. Sotety Information avallabie from ram Prate Institute, 218 N. Lee Street, Suite 312, Alexadea. VA 22314. Tampa, FL 33610 o russ russ type y T7917850 73147 AG HIP 1 1 Job Reference o clonal Chamfers Truss, Fort Pierce. FL 0 5.00 12 5x6 = 3x4 = 524 6 516 = 257 Scale = 1:76.8 I It, 75 <ti 41 14 l:f 11 3x8 3x4 = Sera W B= 3x8 = 3x4 = 4x6 = = 3x8 = 4x6 = 9.1-13 17-7-13 27-03 35-6-3 44.3.2 r &1-13 8.6.0 94-6 &845 Plate Offsets (XY)— f 1:0-4-2 0-1-81 r3:0-3-O Edged 15:0-3-0 0-2-41 r7:0-3-0 0.2-41 19:03-O,Edaej, 111:0-0-00-1-21 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in Ooc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Ven(LL) 0.39 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Veri -0.92 14-15 >576 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.96 Horz(TL) 0.26 11 n/a n/a BCDL 10.0 Code FBC2014/rP12007 (Matrix-M) Weight: 2341b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-2 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. WEBS i Row at midpt 6-15. 6-14 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=2003/1vlechanical, 11=198110-3-8 (min. 0-2-5) Max Herz 1=313(LC 7) Max Uplift 1-1 079(LC 8), 11= 1068(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 01b) or less except when shown. TOP CHORD 1-2=4327Y2360, 23=-4018/2213, 3-4=-3947/2224, 4-5=3158/1834, 5-24=-2851/1758, 6-24= 2851/1758, 6-25=-2844/1754, 7-25=-2844/1754, 7-8= 3151/183D, B-9= 3880/2183, 9-10=3947/2172, 10-11=-423312306 BOT CHORD 1-17=-2086/4069, 16-17= 1724/3522, 15-16= 1724/3522, 15-26=-1385/2953, 26-27=-1385/2953,14-27=-1385/2953,13-14=-1706/3390,12-13= 1706/3390, 11-12= 2028/3816 WEBS 2-17= 416/353, 4-17= 199/496, 4-15= 845/564, 5-15=-047/856, 6.15---367/165, 6.14=379/167, 7-14= 447/856, 8-14=-818/547, 8-12=-162/459, 10-12=-371/323 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=1.2psf; BCDL=3.Opsf; h=18fh B=15t; L--44ft; eave=5fh, Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); can8lever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 20.0psl 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, with BCD =10.Opsf. 6) Refer to glyder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1079 lb uplift at Joint 1 and 10681b uplift at joint 11. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard _ - No 393 — i Cis OR 0 • C?��`% i'O N A, Thomas A. Alford PE No.39380 MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa R, 33610 Date. December 28,2015 A WARNING- Verily doaign paramelera and READ NOTES ON IRIS ANDWCLUBED MREK REFERANCE PAGE M674n9 .. 10/0I/2015 BEFORE USE. Design valld for use oNV WM Milek®connectors. lNsdesim R bated only upon paamelersatnovm,end is form NtllVdan! Wilding component not a tear system. Before use, the bullcing designer must verify the applk:abAlty of deslan parameters and properly incomofote Ihkdeslgn Into the overoll bulNig decor. Brmkig indicated u to prevent Wckllrg of indMduN tmssweb arld/or chord me WmoNy. A dtloncd tempora y and permanent brcri g MiTek' Is always regtlred for skshfiy and to prevent collgsse Wth possmle personal inkry antl property dam We. For generol gWdalce recanting tie fabdeatbn, storage. delivery, erecrm antl bracing of trusses antl fuss systems, seeArisVirpt Cuany Criteria, DSB49 me! BCSI Bullding Component n04 Parke East BNd. Safety Information avdlobfe hom inns Bale Institute. 218 N. Lee Sheet. Si1e312, Alexandra, VA 22314. Tmrya, FL 33610 o russ russ ype y V817851 73147 AH HIP 1 1 Job Reference o bw al Chambers Truss, Fort Pierce, FL Run: sxe = 3x4 = S6= _ Sxe 5.00 12 a Its 1b Sx6 WB= 3x8 = 3x4 = 5.6 WB= 3.4 = 10-1-13 197-13 25.03 34.63 44-8-0 10-1-03 F 96-0 5-46 9.6-0 10-1-13 Scale=1:80.3 kA"1G 217 b Plate Offsets (XY7f2:0-4-2,0-1-81 16:0-3-0 0-2-0) 17:0-5-12 0-2-81,111:0-4-2 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in Ooc) Udell Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.46 Vert(LL) -0.40 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(rL) -1.05 13-15 >510 180 BCLL 0.0 ' Rep Stress Incr YES We 0.50 Horz(TL) 0.25 11 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 240 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=215410-8-0 (min. 0-2-10), 11=2164/0-8-0 (min. 0-2-10) Max Horz 2- 390(LC 6) Max Uplift 2=-1264(LC 8), 11=-1264(LC 8) Max Gray, 2=2224(LC 13), 11=2228(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. WEBS 1 Row at midpt 5-16, 7-16, 8-15 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 Ob) or less except when shown. TOP CHORD 2-3=-441 W2305, 3-4= 4095/2164, 4-5=4022/2183, 5-6= 2966/1741, 6-7-2689/1672. 7-8- 2977/1741. 8-9- 4035/2183, 9-10- 4108/2164, 10-11-4431/2305 BOT CHORD 2-18=-1927/4262, 18-25= 1502/3539, 25-26=-1502/3539, 17-26=-1502/3539, 16-17=-1502/3539,16-27=-1073/2750,15-27=-1073/2750,14-15=-1502/3257, 14-28-1502/3257,28-29=-1502/3257,13-29-1502/3257,11-13=-1927/3981 WEBS 3-18-485/409, 5-18-271/730, 5.16= 986/608, 6-16­385/811, 7-16=-261U263, 7-15=-385/938, 8-15=-987/608, 8-13= 271/731, 10-13=-485/409 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDI11.2psf; BCDL=3.0psf; h=181t; B=4511; L=45h; eave=5ft; CaL II; Exp C; Encl., GCpl=0.18; MWFRS (directional): cantilever leftand right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This Iruss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1254 Ib uplift at Joint 2 and 12641b uplift at joint 11. 7)'Seml.dgid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard %% 0MPSA No 3931 T � ONAI- Thomas A Plied PE No.39380 MiTek USA, Inc. R. Cert 6634 6904 Padre East Blvd. Tampa R, 33610 Data: December 28,2015 ©WARNWO-VerityCeslgnpammMervend READNOrES ON MIS AND WCLUDEONMEKREFERANCE PAGE NP7473mV. rd03/2015 BEFORE USE �■� Owen valid for use oNywlth MiTek®connectors. Trdsdeslgnh bosedonlyupon parameters shown and is form Individualbu9ding componant.not [i.�J,■� a trusssystem. Before use, the "ding designer must very the appllcabilN of design paramrseteand Prapedy Incorporate thus design Into the overall buldIng destgn. 0acblg in bra ed Is to prevent Wcklkrg of Ir WM l Imssweb and/or ctwrd members ONy. Mdtloml temporary and permanent bracing MiTek' Golways required for stabllllymtl to prevent colapse%Ain possible personal hlucy and property damage. For genera gi9tlance regardug me faMb Lion. storage. delivery, ereclim arsd bracng of Inlssesand tnlscsystems s ANSI/TPD Cually Crtteda, DSa-a9 and BCSI BuOding Component 6904 Parke East Blvd. Safety Information available from Truss Rate Insnlute. 218 N. Lee Sneel. Suite 312, Alexandra. VA 22314, Tanga, FL W10 o russ russ ype ry y nenesz ]314] AJ DBL. FINK 1 1 Job Reference o Donal Chambers Truss, Fort Pierce, FL Run: 7.620 s Apr 302015 Pdrd:7.640 s Nov 102015 MBek Industries, Inc. Mon Dee 28145858 2015 Pagel ID:ROFDObgydrOEiW htcExCZyFgYI-AC2u2VtboRinCt5iuUEFDIjQXd2D1 o8Vg89cLny4Pvx 23-0-3 -2-D D ]-10-9 18.1-0 21-]-13 22-4 D 29-: - 2 36-9-] 44-e-0 46 &D 2-DO )- ]-10-9 ]¢-12 6-E9 d-e3+ 669 F 7-2-12 7-10.9 2- 0 De-3 Scale = 1:81.7 5.8 MT18HS = 5x8 MT78HS= 5.fx 12 7 6 5x6 WB= 5,6 WB= 9-10.2 18"' 26-7-7 34-9-14 1 44-8-0 310.2 a-24 8-6-13 8.2-7 9-10-2 9RE Plate Offsets(XY)- f2:0-4-2,0-1-81 f4:0-3-0Edael f6:0-5-00-2-41 f7:0-5-00-2-4119:030Edgel,f11:0-0-20-1-81 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (roc) Well Ud PLATES GRIP 7CLL 20.0 Plate Gdp DOL 1.25 TC 0.48 Vert(LL) 0.38 16-18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Ven(TQ -0.8815-16 >608 180 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 HOrz(TL) 0.24 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 230 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc pur ins. BOT CHORD Rigid ceiling directly applied or 5-3-15 oc bracing. WEBS 1 Raw at midpl 6-16.7-15 MiTak recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/aze) 2=215410-3-8 (min. 0-2-10), 11=2154/0-3-8 (min. 0-2-10) Max Hoa 2=426(LC 6) Max Uplift 2=-1264(LC 8). 11=-1264(LC 8) Max Grav 2=2244(LC 13). 11=2244(LC 14) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 4406/2281, 3-4= 4160/2220, 4-5=-4008/2234, 5-6_ 3241/1881, 7-8=-3241/1881, 8-9-4010/2234, 9-10=4162/2220, 10-11=-0408/2281, 6-7-2500/1589 BOT CHORD 2-18=-1899/4272, 16-25=-1420/3492, 17-25=-1420/3492, 16-17=-1420/3492, 16-26=-938/2621,26-27=-938/2621,15-27=-93B2621,14-15= 1420/3207, 14-28=-1420/3207,13-28=-1420/3207,11-13=-1899/3954 WEBS 3-18= 503/430, 5-16=-393/803, 5-16=-958/639, 6-16=-574/1265, 7-15=-574/1266, 8-15= 958/639, 8-13=-393/805, 10-13=-504/430 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL--1.2pst; BCDL-3.Opst; h=1 Sit; B=45ft; L--45ft; eave=5fl; Cat. II; Exp C; Encl., GCpI=0.18; MWFRS (directional): cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) All plates are 3x4 MT20 unless otherwise Indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • 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, with BCDL= 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12641b uplift at joint 2 and 12641b uplift at Joint 11. 9) °Semi -rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard poPS%Ar ��@��4 No 39380, _k_ i (c••�0R10 .. NN . ON Al 'E��♦♦ Thomas A.Albanl PE No.39380 MITek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 28,2015 ® WARNING -wedlydesr9nparametemandREADNOTES ON TMS AND INCLUDED UMEKNEFENANDEPAGEMP7473 me 10/1132015 BEFORE USE Design vdld for use only Win MlreloDconnectors. This tleslgn B based only upon porametem shown. and k for an Individual Wilding component Ivor �R F■� o tnrsssyclem. Before use. the buldng designer must verity the o WlcabNry of design parameters and properly incorporate this design Into the overall buIdlrgdeslgn. gracing lMlcaledotopreventWCulrgon3dyldualtaaweband/or chordmembersonly. Addllorwltempororyaltlpeumanenibrodrg MIMIC lsdways regWred for staWlyond to prevent cellepee with possbie, personal hltay anti propedy dmncge. Forgenerdguldars amocrdrgine fabrication storage, delivery. ereclim and bracing of trusses and InusssystemS seeMSVTPII Quality Criteria. DSB49 and BC51 Building Component 6904 Parke East Blvd. Safety Information avaeable from Truss Bate Institute. 218 N. Lee Street, Stile 312. Alexandra VA22314. Tampa, FL 33610 o russ russ ype y 77e17853 ]3147 AK DBL. FINK 2 1 Job Reference o Donal Chambers Truss, Fort Plea., FL Run: 7.620 s Apr 3D 2015 P11N:7.640 s Nov 102015 M I ek In4ust110s, Inc. Mon UW 2914:59:59 2015 Pag.1 ID:ROFDOIxjydrOEIWhtcExCZyFgYl- CcGGruDYkgeplfuRBIUMWGa71OSmGYe3oPAtDy4Pvw 23-03 -2-D-0 ]-10-9 15-i-0 21-7.13 2 -4 0 29-6-12 36-9-7 448.0 46.8.0 24)0 ]-10-9 P2-12 F&9 -8-3 6-6-9 7.242 All.-. 2.0-0 0-8-3 Scele = 1:77.8 I cim 516 = 5.00 r12 54 WE= 5x6 WB= 3x8 = 9-10.2 1 &0.9 l 26-7-7 34.9-14 44-8-0 9-10-2 a-2-7 8-6-13 a-2-7 9-10.2 1Id Plate Offsets (X Y)-- t2:0-42 0-1-81 t4:0-3-0 Edael r8:0.3-0 Edger (10:0-4-2 0-1-81 .LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Gap DOL 1.25 TC 0.55 VergLL) 0.38 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vea(TL) -0.87 14-15 >615 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.89 HOrz(TL) 0.24 10 rJa rVa BCDL 10.0 Code FBC20141TP12007 (Matax-M) Weight: 2321b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc puffins. BOT CHORD Rigid calling directly applied or 54-0 oc bracing. WEBS 1Row at midpt 6-15,6-14 MITek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 2=2154103-8 (min. 0-2-10), 10=2154/03-8 (min. G-2-10) Max Horz 2=-438(LC 6) Max Uplift 2=-1264(LC 8). 10=-1264(LC 8) Max Grav 2=2232(LC 13), 10=2232(LC 14) FORCES. (Ib) - Max. CGmpJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-437812278, 3-4=-4131/2218, 4-5=3980/2232, 5-6= 3215/1886, 6-7=-3215/1886, 7-8= 3982/L232, 8-9- 413312218. 9-10- 4380/2278 BOT CHORD 2-17- 1896/4255, 17-24=-1423/3477, 16-24=-1423/3477, 15-16=-1423/3477, 15-25=-899/2541,25-26=-899/2541,14-26- 899/2541,13-14=-1423/3189, 13-27=-1423/3189,12-27=-1423/3189,10-12=-1896/3929 WEBS 3-17- 5041424, 5-17=-388MO1, 5-15-948/651, 7-14-948/651, 7-12= 38W802, 9-12-505/424, 6-15=-598/1285, 6-14-598/1285 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh that Bit; B=45ft; Lr451t; eave=5f ; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed; Lumber DOL=1.60 plate gap DOL=1.60 3) All plates are 3x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 1264 lb uplift at joint 2 and 1264 lb uplift at joint 10. 7) "Semi-dgid pltchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard �iFs :OR)v'•N Thomas A Alberti PE No.39380 MITek USA, Inc. FL Gert 6634 6904 Padre East Blvd. Tampa R.33610 Date: December 28,2015 Q WARNWG-Verlly tles/gn par✓melm antl READ NOTES ON THIS AND INCLUDED MOEKREFERANCE PAGE M&7473 rev. 10NT/1016BEFOREUSE Design valid fat use oNy w9h Mlfek9 connectors iNsde9gn 6 based myupon parametersS1own, antl [storm Intlivtdual burding component not a truss system. Before use, the lxaldlllg d-sg., must verify the appllcaWlty of design parametersantl properly Incorporate thlsdeslgn Inlo the overact Br MlhgOfWtVIdualNasweba /orchordmemb Addltloroltemporaryandpermanentbracng MiTek' WrEahgde9gn. c gbftotedistopeVenit MoNy. Is always required for staMily and to prevent collapse with possmle persallN hllury and property damage. ForgeneralgWtlanceregarcigthe 6904 Parke East 13N& labrkwibh storage, tlelNery. erecibn and braWg of tnls'Rs arW 011s systems seegN51/IPII augury Criteria, DSBA9 and BCSI eulldNg Component Tanga, FL 33610 Safety Information ovdlaWe from Ines Rate Institute, 218 N. Lee Streel, State 312. Alexandra. VA22314. Job I runs Truss Typo uty Ply naneu 73147 AM DBL. FINK 1 1 Job Reference o tional Chambers Truss. Fort Pierce, FL nun: zuv s r ao zma r•nm: 1.oaa s nw ry zusa mu es muusmus, no, men uw 26 i4.ae.vv ae �a .aa= ID: OFDOIxjydrOEi W htcExCZyFg'YI.6bAfTBvrJ2yVRBE57vGjJjommRllVjtnHS9jPfy4pvv 230.3 -2.0-0 ]-19-B 15-1-d 21.7-13 2 0 29-6-12 3EB A2-12 6-6-9 & 6-&g ]-2-12 S0.5 0-63 Scale=1:71.9 5x6 = 5.00 12 416 = 46 = 6xB = 3x8 = 14 LOADING (pat) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Coale FBC2014/TP12007 CSI. TC 0.49 BC 0.68 W B 0.89 (Matrx-M) DEFL. in poc) Wall Ud Vert(LL) 0.31 15-17 >999 240 Vert(TL) -0.6714-15 >748 180 HorzCFL) 0.19 11 n/a nia PLATES GRIP MT20 244/190 Weight: 227lb FT=20! LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purins, except BOT CHORD 2x4 SP M 30 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-3-13 oc bracing. WEBS 1 Row at midpt 7-12, 6-15, 9-11 MITek recommends that Stabilizers and required cross bmcing be Installed during truss erection, in accordance with Stabilizer Installation culde. REACTIONS. (Ib/size) 2=203410-3-8 (min. 0-2-8), 11=186010-3.8 (min. 0-2-4) Max Horz 2=396(LC 7) Max Uplift 2=-1199(LC 8). 11=-1003(LC 8) Max Grav 2=2109(LC 13), 11=1922(LC 14) FORCES. (Ib) - Max CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 4084/2115, 3-4= 3837/2055, 4-5=3686/2070, 5-6= 2918(1719, 6-7= 2751/1640, 7-8— 2893/1637, 8-9=-2971/1623 BOT CHORD 2-17= 1907/3938, 17-21-1431/3157, 16-21-1431/3157, 15-16=-1431/3157, 15-22=-90512227, 22-23=-905/2227, 14-23-905/2227, 13-14=-1284/2628, 13-24— 128412628,12-24=-1284/2628,11-12=-1320/2533 uunq�i oIP WEBS 3-17-503(426, 5-17-392/804, 5-15=-942/653, 7-14=-604/479, 9-12=01327, 6-15= 600/1278, 6-14=-424/943, 9-11=-2935/1540 \\\ S A ICI A. �e I� ' \\\ O.......... E NF•,�'Li NOTES- 1) Unbalanced roof live loads have been considered for this design. No 3938 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TODL�1.2psF BCDL=3.Opsf; h=18ft B=459; L�12ft; eave=5ft; Cal. — 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 3x4 MT20 unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live lead nonconcument with any other live loads. 'Q ; 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, with BCDL = 10.Opsf. E (,(� ((� 00' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1199 lb uplift at joint 2 and 1003 lb uplift this truss. 11. eSeemiirgld in design O R 1 O._`. ,,,�SS�O ..... %% 7) pllchbreaks Including heels" Member end fixity model was used the analysis and of LOAD CASE(S) Standard Thomas A. Albanl PE No.39380 Mfrek USA, Inc. FL Cert 6534 6904 Padm East Blvd. Tampa R, 33610 Date; December 28,2015 A WARNWO. Vadfydesrg0 paswuderamdREAD NOTES ON MSANOWLLUOEDMREKREFEN/INm PAGEMIFT4M rev. 1=2015BEFORE USE Design valid for use only vAh MITOMconnectors. BJsdeslOn Is based onlyupon parameters shown• and Is for an hdividual building component, not a trust system. Before use, the bu lain designer must verity the an"Icobllly of design parameters anal property incorporate ru s design into Ilse overdl tnmwe /wr AcUIan hemp andpenanenlbrodrg We[( bulldngdesign. 0achglndkWte loprevenlbucMhgolidlvkd rdmemb moNy. hdwaysregdredfwstadlltyandtopreventcollopsewlthpos eperonalhlwyandpm rtyal®Wage. Fwsamemigu1dcmaemgWdngthe SCSI Building Component fabdcaibn, storage, delivery, ¢racoon and bnOGN of tnsssesand tms systems. WeANSI/TPII Quality Criteria, DSB-B9 and S rko East Blvd. ik 6904 Pest Safely Information available from Truss Plate Institute, 218 N. Lee Sueet- SWie 31Z Alexandria, VA 22314. Tampa. 3ast mpa Job Truss russ I ype y nST/655 73147 AN COMMON 1 1 Job Reference optional Chambers Truss, Fort Pierce, FL 5.00 FT2 nun: 5x6 = Scale = 1:72.2 119 ax4 // 6ht0 = 3x6 = 3x8 = 3x6 = 3x4 = Es8 = 3.5 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in Doc) Well Ud PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.56 Vert(LL) -0.19 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Ved(TL) -0.5112-13 >697 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 HOrz(TL) 0.05 12 n/a Na BCDL 10.0 Code FBC2014/rPI2007 (Matrix-M) Weight: 238 lb FT=Wilt, LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural mod sheathing directly applied or 5-4-8 oc pudins, except BOT CHORD 2x4 SP M 30 end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 5-17: 2x6 SP No.2 WEBS i Row at midpl 6-17, 8-15, 10-12 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=476/0-8.0 (min. 0-1-8), 17=2206/0-8-0 (min. 0-2-11), 12=1212/D-5-12 (min. 0-1-8) . Max Horz 2=396(LC 7) Max Uplift 2=-349(LC 8). 17=-1205(LC 8), 12=-647(LC 8) Max Grav 2=537(LC 17), 17=2271(LC 13), 12=1290(LC 14) FORCES. (Ib) - Max Comp-IMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=285/629, 4-5=-275/711, 5-6=-234!/45, 6-7=-990/639, 7-8=-941/649, 8-9= 1626/954, 9-10-1761/936,10-11=-281/176,11-12=304/221 BOT CHORD 2-18=-309/275, 17-18-354/223, 14-15=-545M295, 14-24=.545/1295, 24-25= 54511295, 13-25=-545/1295, 12-13� 808/1642 WEBS 3-17=-651/454, 6-17=-1713/978, 6-15= 306/938,7-15=-141/310,8-15=-876/555, 8-13=-172/482,10-13=-223/292,10.12=-1719/859 `%%tIII I1111//I'I NOTES ``,� �pS A. q�ep�� . 1) Unbalanced roof live loads have been considered for this design. B=45ft;, L=42ft; Cat. �� .2.� E (••,'9 �i C 3 '� •�,� (� •.2/ ' 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1 Bit; eave3ft; �� ; 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 NO 39380 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunenl with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. = 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 3491b uplift at Joint 2, 1205 lb uplift at -p ; Joint 17 and 647 lb uplift at joint 12. 6) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. E •; J� - !(/ ',i LOAD CASE(S) Standard ONA1- 1/111/1111110 Thomas A. Albanl PE No.39360 MITek USA, Inc. FL Cert 6634 6904 Padre East Blvd. Tampa FL 33610 Date: December 28,2015 ®WANNWG-Verly Qesign parametem and HEAD NOTES ON THISAND WCUMED UITEKNEFEB0INCEPAGEM-7473 rev. 101e3/1015BEFOBE USE Design valid for ase only With 1,11106 connectors. This dough h based onlyupon parameters shown, and Is for an mavoual Wilding component rat a Inm system. Before use, the balldng designer must verity the applicablity of design parameters and properly Incorporate this design Into the overall bulldngdedgn. a'achglrldkat topevent WcWlr ofhxiM tnmwebarltl/acMrdmembmonly. Additional temporary and permanent bracing Wek' BdwaysregWredforstadlltyandtopreventcollapsewithpas RSlepersorMhVaryar propertydanage. Forgeneral gulalce regadng the fornication. storage, delivery, erection and bracing of Trusses and trim systems saeANSbTPl1 Quality Criteria, DSB49 and Best BuIldlog Component 6904 Parke East Blvd. Salety Information ardiable from bras Rate hsllMe. 218 N. use, Street, Site 312, Alexandria VA 22314. Tampa, FL 33610 o russ rues ype y y PB1]e56 ]314] AO SPECNL 3 1 Job Reference o donal Cumbers Truss. Fort Piston. FL Run: Mon 5.00 12 ass = Scale=1:73.4 Ll LV J%tl - 10 1• �Ima 3z5 = 3x4 // 6X10 = 3x4 II 3X4 II 5x8 - 3x6 - 6x8 = 6x8 = • 6-8-6 12-d-0 1d-8-0 20.0.0 22d-0 011 372-61 4-&12 6-8-6 5-7-10 2.40 I 5-4-0 2-4-0 2 8.11-13&d Plate Offsets (XY)-- r17:0-6-0 U3-121 r19:0-6-4 0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.12 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.32 13-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Hoa(TL) 0.06 13 Na Na BCDL 10.0 Code FBC20141TP12007 (Matrix-M) Weight: 271 It, FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc puffins, BOT CHORD 2x4 SP M 30'Except' except end verticals. 6-20,8-16: 2X4 SP No.3 BOT CHORD Rigid celling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3•Except• WEBS IRow at midpt 11-13 5-21: 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation oulde. REACTIONS. (Ib/size) 2=44210-8-0 (min. 0-1-8),21=2253/0-8-0 (min. 0-2-11), 13=1199/0-5-12 (min.0-1-8) Max Horz 2=396(LC 7) Max Uplift 2=-336(LC 8), 21=-1223(LC 8). 13=-643(LC 8) Max Grav 2=510(LC 17), 21=2253(LC 1), 13=1214(LC 14) FORCES. (lb) - Max. ComplMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3- 170/264, 3-4_-3121'707, 4-5- 3021807, 6-7-9621644, 7-8= 880/684, 8-9= 1259/814, 9-10=-1570/947, 10-11=-1641/938 BOT CHORD 2-22=-317/235, 21-22=-351/198, 6-19=4390/836, 17-18= 382/1090, 8-17=-333/617, 14-15= 791/1483, 13-14-791/1463 WEBS 3-22-0/265,3-21=-713/450,19-21=-724/571, 5-19=624/1280, 6-18=400/984, 7-18=-210/371,8-18=-859/526,15-17=-632/1294,9-17- 524/373,11-13= 1624/889, A A. `%'fir' 5-21=-14661746 , -^�S�I `% P • A 4 C : �GENSF•;9'Li��. NOTES 1) Unbalanced roof live loads have been considered for this design. NO 3938Q. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf; h=1Bit; B=45ft; L=42ft; eave3ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate gdp DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcument 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 -p will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 336 lb uplift at joint 2, 1223 lb uplift at = E , j,U,` C(� joint 21 and 643 lb uplift at joint 13. • 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. i��(CXS • O R % D- • ,�� �i LOAD CASE(S) Standard 110NA1 �� %k% Thomas A. Albanl PE No.39380 MITek USA, Inc. FL cart WM 6904 Parka East Blvd. Tampa FL 33610 Date: December 28,2015 �1VAPNNO-VeHlVdes/1nperemeleesead READ NOTES ON THOMDINCLUOEONNEKNEFEFANCEPAGEMl1-74T3rev. 1131N3205 BEFORE USE Deslgn volld for use onlywith MITeMeanneclors. rNsdeslign Is bm'ed orgy upon parameters shown. arb Is for an hxlMtlual Wding component mi ��- a fruss system. Before use. the beKetg designer must veO/ the oWlcabOy of design parameters and properly Incorporate irgs design Into the overall buemrgdeslgn. aachgkxilcate KlopreventWokligofhdMdualhuaweba /orch Wmemb mrs y. AticeSonaiiempotaryantlpeemanenlbacltg MiTek' Is always required for stability and to prevent collapse with possible personal hrJury antl property damage. For general guidance regarding nle 6904 Parke East Blvd. fabrWatbn, storage, delivery. enechon anal bnaalng of tmssas and Ines systoms. seeANSIfWII Quality Crlteda, DSB49 and BC51 Building Component Tanya, FL 33610 Safety Information ovallobie from Teas Mate Institute. 218 N. lee Street. Sete 312, Alexandra VA 22314. o mss mss ype y Hanes] ]3147 AP SPECIAL 1 1 Job Reference (better al Chambers Truss, Forl Pierce, FL nun: scale = 1:81.7 5.go 12 6,6 = Sx6 = 3x4 11 zz z1 qx8 = 353x4 // 6x10 = 3x4 II 3x4 = 4x8 = 3x6 = 3x6 = = 6x8 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20141TP12007 CS]. TC 0.43 BIG 0.57 W B 0.92 (Matdx-M) DEFL in (loc) Vdefl Ud Vert(LL) -0.15 16-17 >999 240 Ven(TL) -0.46 16-17 >846 180 Horz(rL) 0.07 13 Na n/a PLATES GRIP MT20 2441190 Weight: 2B41b FT=203'e LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4.6 oc puffins. BOT CHORD 2x4 SP M 30 *Except' GOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-21,9-17: 2x4 SP No.3 1 Row at mldpt 6-20 WEBS 2x4 SP No.3*Except* WEBS 1Row at micipt 8-19,16-18 5-22:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bmcing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=33410-8-0 (min. 0-1-8), 22=251210-8-0 (min. 0-2-15), 13=1462/0-8-0 (min. 0-1-12) Max Ho¢ 2=411(LC 7) Max Uplift 2= 326(LC 8), 22=1297(LC 8), 13=-905(LC 8) Max GraV 2=444(LC 17), 22--2512(LC 1), 13=1499(LC 14) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (ib) or less except when shown. TOP CHORD 2-3= 1731578, 3-4=3381949, 4-5=-333/1037, 5-6= 1/381, 6-7=-865/636, 7-8= 712/652, 8-9=-1329/1000,9-10=-1339/878,10-11-2106/1268,11-12=-2229/1251, 12-13= 2560/1397 BOT CHORD 2-23=-5B4/348, 22-23=-659/340, 6-20=-1623/897, 19-20=-428/393, 18-19=-151/947, 15-18=-109222261, 13-15=-1092/2261 9-18=012587/1364,6-19=-536-480, 4 I� +I �Ce, 97, 3- WEBS 3-23=0/297, 3-22= 686l448, 20-22= 118-841 5­20 8-19=-745Y358, 16-18=695/1554, 10.18= 841/554, 10.16=-169/483, 12-1fi�482/395, �, S A P A. q 5-22= 1544/690, 8-18=691/1149 `, 0.• •'. NOTES- 1) Unbalanced roof live loads have been considered for this design. No 39380. 2) Wind: ASCE 7-10; Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Ops1; h=1 Bit; B=45ft L=45f; eave=50; Cat ❑ II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and fight exposed; Lumber DOL=1.60 plate gdp DOL=1.60 = 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcufrent 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 E • . (� - • - !L will fit between the bottom chord and any other members. i ��, 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 3261b uplift at joint 2, 1297lb uplift at �.�• O R (Q •; �� uplift at joint 13.,��Ss�� N 7) JSemi rigid pittchbmaksIncluding heels° Member end fixity model was used in the analysis and design of this truss. I I`��,, LOAD CASE(S) Standard Thomas A. Albert PE N0.39380 MITak USA, Inc. FL Cart 6534 6904 Plitt East Blvd. Tampa FL 311610 Date: December 28,2015 A WARNING-Vorilydaslgnparameteraaad RSID NOTES OMMMANDINCLUDEDMREKHEFENANCEPAGEMP-74lJr 1010Y[015BEFOFEUSE vend for use oNy wllh ANTelo connectors. hnsdesign B based onlyupon parameters mown. and Is for an Individual building component, not Nit a huasystem. Before use, Inc balding designer mull verify the opplicabilN of tlesign porometersantl properly incomorate INN design Into the overall Iwildingdeslgn. ®achglr caledlstoprevenlbu W goflndlvldualtnmweb /mchordmembersoNy. AdrUtlonal temporaryantl pemlarrersi bracing MiTek' salwalS required for stability and to prevent collapse with pcaltala personal injury and properly damage. For general guidance regan9ng the fobricallan. storage, delNery, erecllon and bracing of 11'uaes and truss syslems, seeAN5lRPll Gualiy Wade. DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safely Information available hom Trust Plate Institute, 218 N. lee Street. Site 312, Alexantlaa. VA 22314. TaWa, FL 33610 Job Truss russ I ype y T781785B 73147 AG SPECIAL 1 1 Job Reference (Optional) Chambers Truss, Fort Pierce, FL 6.00 12 Run: 5x6 = 4x5 = 3x8 = 7 89 45 G 4x8 4 6 3x4 SAS is 5 10 3x6 C 3x5 44 „ 3x4 C 3 2 d 2 13 m , , 19 20 24 eI — 31 16 Scale = 1:81.7 23 22 4x9 = 18 ,7 15 3x5 _ 3x4 // BAD = 3x4 11 3x4 It SA = 416 = 3x4 II 3,5 — Sx12 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL in floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Ven(LL) 0.15 15-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.2917-18 >999 180 BCLL 0.0 Rep Stress Incr YES We 0.90 Horz(TL) 0.07 13 We rVa BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 272 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc pudins. BOT CHORD 2x4 SP M 30 -Except- BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 6-22,8-18: 2x4 SP No.3 WEBS 1 Rowatmidpt 8-20 WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 5-23: 2x6 SP No.2 be installed during truss erection, in accordance with Stablllzer Installation guide. REACTIONS. (lb/size) 2=292/0-8-0 (min. 0-1-8), 23=2570/0-8-0 (min. 0-3-1), 13=1446/0-8-0 (min. 0-1-13) Max Horz 2-375(LC 6) Max Uplift 2=-297(LC 8), 23-1335(LC 8). 13=-895(LC 8) Max Grav 2=387(LC 17), 23=2570(LC 1). 13=1512(LC 14) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (ib) or less except when shown. TOP CHORD 2-3-200/656, 3-4=-409/1043, 4-5=-400/1150, 5.6=-51/465, 6-7=-621/491, 7-8=-518/503, 6-9= 1244/852, 9-10_ 1401/851,10.11=-1961/1133, 11-12=-2049/1116, 12-13— 2690/1379 BOT CHORD 2-24= 651/364, 23-24=-i98/356, 6-21=1623/847, 20-21=-514/477, 20-31=-290/1168, 19-31=-290/1168, 8-19= 342/851, 16-17— 1083(2386,15-16= 108312386, 1-24=01274, 3-3386 0 WEBS 1 `, O \1111111!!�e ♦i B-20=o 093/ 2910-17—59/316, 5-23=--112J761, 12-17-696/424?170A. -19.63wl653, � pS q ���♦ 10-19=-774/513 TES- 1) Unbalanced roof live loads have been considered for this design. N O 39380. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCOL=4.2psf, BCDL=3.Opst; h=1 Bit. B=45ft; L=45f; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. -p ; 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent with any other live loads. E 5) • This truss has been designed for a live load of 20.Ops1 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, with BCDL=10.Opsf. . •_ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 297111 uplift at joint 2, 1335111 uplift at '♦♦♦(� • • O R �• • �?\ Icejoint � 7) JSeml3lgid pitehbre uplift at joInt 13. Including heels' Member end Ilxitymodel was used In the analysis and design of this truss. ♦♦♦/�S��N A; ,,, and � � LOAD CASE(S) Standard Thomas A Albert PE No.39380 MRek USA, Inc. R. Geri 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: December 28,2015 Q WARNING-VerUy des1gnpa2meren =dREAO NOTES ON THIS AND INCLUDED MNEKREFERANCEPAGEM67473MK 10,031015 BEFORE USE ' Deegn valid form oNyWth MITek®connectors. iNs design bbasedonlyupon parametersslasv ,and 5for on Individual buRdIng component. net a trusssystem. Before use, the IbUlding design r, must vehfy the appllcaUlty of design parameters and properly elcorpWOW thbdeslgn Into line overall buidrlgdedgn. BracinglndkatedIstopreventWcWgofintllNtlualhusweband/orctardmembersonly. AddlflotwltemporeryondpermarentbraGrp MiTek• Is always required for stability arM to prevent collapse with possible personal mluy, end Vepedydamage. FoT generd guldarlce reg drxl the M04 Parka East Blvd. fabdcalbn, storage, delNery, erecaon and Gadrrg of Imssesand tnrssystems seeAN5U1Pl19uality C4teda, DSB-89 and BCSI Buetling Component Tanpa, FL 33610 Safely Information available horn Truss Rate Institute. 218 N. Lee Sheet. Site 312. Nexo flm VA 22314. aob SS N55 Type y T7817859 73147 Afl SPECIAL 1 1 Job Reference o banal GhamLersTmss, Fart Pierce, FL 0 5.00 12 5x6 = 5x8 = 10 3x5 = cc 6k10 = 7x8 = 4x8 = 3x6 3x5 Scale=1:81.7 N_ A I 510101 LOADING (psi) TCLL 20.0 TCDL 15.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20147TPI2007 CS]. TC 0.46 BC 0.71 WE 0.85 (Matrix-M) DEFL. in (loc) 1/deft Ud Ven(LL) -0.38 20-21 >999 240 VerlCFL) -0.9920-21 >391 180 Horz(Q 0.07 14 n/a rVa PLATES GRIP MT20 2441190 Weight: 275 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-5 oc purlins. BOT CHORD 2x4 SP M 30 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 6-22,9-19: 2x4 SP No.3 WEBS 1 Row at midpt 8-21 WEBS 2x4 SP No.3'Except' MITek recommends that Stabilizers and required cross bracing 5-23:2x6 SP No.2 be Installed during Russ erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=24310-8-0 (min. 0-1-8), 23=2640/0-8-0 (min. 0-3-2), 14=1425/0-8-0 (min. 0-1-12) Max Holz 2=339(LC 7) Max Uplift 2=-281(LC 8), 23-1361(LC 8), 14=-885(LC 8) Max Grav 2=341(LC 17), 23=2640(LC 1), 14=1481(LC 14) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23-288/832, 3-4=-451/1180, 4-5=-447/1279, 5-6-941564, 6-7= 37/568, 7-8=&333, 6-9= 1348/886, 9-10-1336/885,10-11_ 1452(913,11-12=-2233/1259,12-13=-2293/1247, 13-14= 2631/1419 BOT CHORD 2-24-816/455, 23-24=-8921447, 22-23=-283N, 21-31=-147/787, 31-32=-147f/87, 20-32=-147/787, 17-18— 778/1805, 16-17=--778/1805, 14-16= 1131/2343 WEBS 3-24=0/298,3-23=-681/442,21-23-10771868,5-21=-588/1446, 8-21=-1534/824, 8-20=-371/931, 18-20=-040/1467, 10-20= 23/285, 11-18-836/534, 11-16-170/482, 13-16=-030/352, 5-23=-1738f780, 7.21=-459/196 %� I� .,P A. A ^S�IAI�r�z�e,', . `,O NOTES- 1) Unbalanced roof live loads have been considered for this design. No 39380. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf, h=18ft; 8=456; L=45ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. = 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psi 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 tail by 2-0-0 wide E •'!V BCDL Will fit between the bottom chord and any other members, with =10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 281 lb uplift at joint 2, 1361 Ito uplift at Q' i��s • O R 1 , ,�� (jchbreaks joint at oint 14.�� itincl N A; `j ��, 8) Semi -rigid pl uding heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Thomas A. Albans PE No.39380 MITek USA, Inc, FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 28,2015 A WARNING -Vedyd. gnpa atere andREAD NOTES ON TNISAND INCLUDED MITEKNEFERANCEPAGEMIF7474 rev. 1M=1ISSEFOREUSE. Deslon valid for use Dory W h MrreM connectors. IIJs desgn 5 based oNyuDon parameters shown. antl R for an Individual Weding component. not � a truss t-rn.Beforesae, thebuldrxl designer mmfverily theappnoobleyofde9gn parameteMand properlymcoryorafe thisdesigninto the overall onjolWdeJgn.&actrigkM letlhtoprevent WCMBgoflntlivkWtm %veba lwchodmemb 00y. AdOltlonal temporary antl permanent bracing MiTek' h atwow requred for stability and to preventcollapse wBh possible pe 0oQl Brlury and property damage. ForgeneralgUcanceregarolrgthe fabrication, storage, deevery, erection and UmIng of Inmesand INss systems weANSUTPII 6uoBly CrIletla, DSB49 arm BCSI Bulltling ComRonenl 6904 P.rke East Blvd. Solely 1Normaeon available Vom true Bate Bscntute, 218 N. Lee Street, State 31Z %I.xondlo. VA 22314. Terry., FL 33610 D NSS N6e yp0 y nenew 7314T AS SPECIAL 1 1 Job Reference o tional Chambors Truss, Fop Pierce, FL rcun: r.aeus rru ema rnm: l.e U 5 nevrvrv,0 run e. mummez 0. ­11,.a •o ,•.= y=. ID:ROFD IxjydrOEiWhtcExCZyFgYI-TYZYXuz 8aanXy72oSsuOnWeFSWZAymXRksU4ty4Pvq 14.9.5 r2-0 0 e-2-12 12-0-D 14-9-0 N 20.0.10 I 25-0-0 29-10.11 3&Sri _ _ _r 44.8-D 46-e-0 1 2-0-D 8-2-12 4-1-4 2-0.0 5-36 5.3.6 4-6-11 6-6-e D-2.12 2-0.0 0.1.5 Scale=1:81.7 5.00 r12 6x8 i 3x4 II 4x5 = Sxe = 48 4 6 30 7 8 31 9 N_ cn a 4x10 = „ — ^ — 3x4 // 600 = 3x4 11 3x4 11 Sx8 = 3x6 — 3x4 11 3x5 6x8 = LOADING (pSf) TCLL 20.0 TCDL 15.0 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 CST. TO 0.45 BC 0.41 We 0.97 (Matrix-M) DEFL. in (lac) Wall Ud Vert(LL) 0.14 14-16 >999 240 Vert(R) -0.2914-16 >999 180 Horz(TL) 0.07 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 263 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 43-6 oc purlins. BOT CHORD 2x4 SP M 30 *Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-21,8-17: 2x4 SP No.3 1 Row at mldpt 6-20 WEBS 2x4 SP No.3•Except* WEBS 1Row at midpt 8-19 5-22: 2x6 SP No.2 MiTek recommends (hat Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Fluids. REACTIONS. (lb/size) 2=259/0-8-0 (min. 0-1-8), 22=2614/0-8-0 (min. 0-3-1), 12=1435/0-8-0 (min. 0-1-12) Max Hoa 2=-303(LC 6) Max Uplift 2=293(LC 8), 22=-1340(LC 8), 12=894(LC 8) Max Grav 2=334(LC 17), 22=2614(LC 1), 12=1464(LC 14) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 256/769, 3-4=-234/814, 4-5= 419/1238, 5-6= 81/573, 6-30= 834/641, 7-30=-834/641, 7-8= 834/642,8-31=-1538/1005,931=-1538/1005, 9-10=-1675/1007, 10-11=-228511312,11-12=-2446/1300 BOT CHORD 2-23— 710/425, 22-23=-783/417, 6-20=-1667/866, 19-20=-460/461, 18-19=-539/1548, 8-18=-97/402, 15-16= 1002/2164, 14-15— 1002/2164, 12-14=-1002/2164 5-20= 520/1305, 7-19=-406/316, ��F 1 f 8'� /� WEBS 4-23=0/298, 4-22_ 678/440, 20-22=-1202/832, 8-19=-1011/515, 16.18=-507/1428, 9-16_ 102/265, 10-16=-893/542, 10-14=0/289, \\ \ A - q4e N •S • • • \\\ O\` 5-22— 1571n13, 6-19=-897/1698 NOTES- 1) Unbalanced roof live loads have been considered for this design. `\\\% ` No 39380. 2) Wind: ASCE 7-10; Vult=l7omph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst h=1 Bit; B=45ft; L=45fh, eave=5ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide it ^• - E • • u _ l� - - CV will fit between the bottom Chord and any other members. ••• 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2931b uplift atjoint 2, 13401b uplift at �� � O R Q••• �\?joint 22 and 894 He at joint 12. IS11111 ONA; 7)"Se-rigid pit hbre kst mIncluding heels" Member end fixity model was used in the analysis and design of this truss. 'A%$ LOAD CASE(S) Standard Thomas A. AlbanIPE No.39380 MRek USA, Inc. R. Cart 6634 69H Parke East Blvd. Tampa FL 33610 Date: December 28,2015 AWARNWG-Vedrydeslgn parametem andREADNOTESONTHISMDWCLUOEO M/TEX REFERANCEPAGEM474nrev- fal=015 BEFORE USE R Design valid for use only Win MITek9 connectors. TNsdesign is based only upon parameters dtovrtt and h for an nalvitlual bidding comparlent.rot w■ a truss system. Before use. t1 a bulldog designer must verity the applicarealy of design parameters and property incorporate this design Into the overall Addill0caltemporaryandperm0ktentlxacNg MiTek' buOQsg deslgn.@ceing Indicated Is to prevent Welding of lndlvklual tnl5 web and/or chord members only. h always required(o stability and to prevent collapse Win possible persoM Nlury and properly damage. For general guidance regardug the fabrkatlor, storage, dellvery, erection and bracing of htnses and truss systems, seeANSI/TPII CuaBty, Criteria, 0511-89 and BCSI Bullding Component 6904 Parke East Blvd. safety Information avellable from Truss Rate hsBtute. 218 N. Lee Street. Wte 312, Alexcndlla. VA 22314. Tama. FL 33610 D ruse runs ype y nanast 73147 B HIP t 1 Job Reference (optional) Chambors Truss, Fort Pierce, FL d 4x4 = 4x4 = 3x5 = 3x4 = """ 3x4 = 3x5 = LOADING (psi) SPACING- 2-0-0 CS]. DEFL. in OGG) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.11 9-17 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.30 9-17 >892 180 BCLL 0.0 Rep Stress lncr YES WB 0.13 Horz(TL) 0.05 7 n1a Na BCDL 10.0 Code FBC2014/TPI2007 (Matdx-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib(size) 2=1134/D-8-0 (min.0-1-8),7=1134/0-8-0 (min. 0-1-8) Max Ho¢ 2=159(LC 7) Max Uplift 2= 714(LC 8), 7=-714(LC 8) Scale=1:42.4 PLATES GRIP MT20 244/190 Weight: 97lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-2 oc puffins. BOT CHORD Rigid ceiling directly applied or 8-6-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1785/993, 3-4-1472/835, 4-5= 1331/811, 5.6-1472/835, 6-7=-1785/993 BOT CHORD 2-11— 739/1646, 10-11-492/1358, 9-10=A92/135B, 7-9= 739/15B4 WEBS 3-11= 362/302, 4-11=-130/337, 5-9— 130/337, 6-9=362/302 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vmd=132mph; TCDL=4.2psf; BCDL=3.OpsC h=1 Bit; B115ft1 L=24f1; eave l0; Cat. II; Exp C; Encl.. GCpl=0.18; MW FRS (directional); cantilever left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7141b uplift at joint 2 and 714lb uplift at Joint 7. 7) 'Semi-dgld pltchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard OR N Thomas A. AlbanlPE No.39380 MITek USA, Inc. R. Cert 6634 69D4 Paden East Blvd. Tampa FL 33610 Date: December 28,2015 A WARNWG-Verify design pammetersanEREAD NOTES ON IRIS AND WCLUDEDMmEKREFERANCE PAGE MB7473rev. 10MkISUrS BEFORE USE Design valid form oNyvAm MilekHconnectois, THsdeagn k based oNy upon paromefe s shown, and h form I dlvduol Wlidmg component, net a truss system. Before use, Ine usocli xl designer must verity the oppllcab0lty of design parameters and progeny Incorporate this design Info the overall lndlvldual mess AdtllBoral temporary mtlpelmartent bracBlg MiTek' bulcangdeslgn. Bracing Increased is to prevent Welding of web and/or chard members only. Is always requlred for stability and to prevent collapse aim possUe Personal hinny end property damage. For general gultlance regarmng the 6904 Parke East Blvd. faNicalbn storage, delivery, erection and braGtlg of trusses and truss systems, WeANSVVII Quality Criteria, DS849 and BCSI Building component Salary Information available from 1nm Plate Institute. 218 N. Lee Street, &Ate 312. AlexandA4 VA 22314. Tampa, FL 33610 Job rues fuss ype y nana6z 73147 BA COMMON 12 1 Jab Reference o [tonal China is Truss, Fort Rams, FL d Run: 40 = Scale=1:41.7 ($ 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in poc) Well Ud PLATES GRIP -TCLL 20.0 Plate Grip IDOL 1.25 TO 0.22 Vert(LL) 0.09 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.20 8-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.21 Horz(TL) 0.05 6 n/a Na BCDL 10.0 Code FBC2014ITPI2007 (Matrix-M) Weight: 100 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1134/0-8-0 (min.0-1-8), 6=1134/0-8-0 (min. 0-1-8) Max Horz 2=-188(LC 6) Max Uplift 2=-714(LC 8), 6=-714(LC 8) FORCES. gb) - Max Comp./Max. Ten. -All forces 250 gb) or less except when shown. TOP CHORD 2-3=-1849/997, 3-4=-1624/932, 4-5=-1624/932, 5-6= 1849/997 BOT CHORD 2-10=-746/1645, 9-10=381/1114, 8-9_ 381/1114, 6-8=-746/1645 WEBS 4-8= 276/545, 5-8=373/333, 4-10=-276/544, 3-10-373/333 BRACING - TOP CHORD Structural mod sheathing directly applied or 5-36 oc puffins. BOT CHORD Rigid ceiling directly applied or 8-66 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation oulde. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf; h=18ft; B=45f; L=24ff, eavellft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl 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 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 714lb uplift at Joint 2 and 714 In uplift at Joint 6. 6) "Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard o�3^9{38 , ONAI �e%V" Thomas A. Albanl PE No.39380 MiTek USA, Inc, R. Carl 6634 6904 Parke East Blvd, Tampa FL 33610 Data: December 28,2015 Q WABNPlG-Venly design paramaters ead BEADNOTES ON THIS AND WOLUOEO MNEKNEF£BANCE PAGE MB-74MMK 10NSrz015 BEFORE USE ' reign vaild for use only wllh MITeM connecfors. lNsdeslgl Is based only upon Parametersshown. ontl Is form L1tllNtlual bu0tling component, not a buss system. Before use, the buIldng designer must verity the opplbab0lty of design parameters arW properly Incorporate thkdeslgn Into the overall Is to Wmaual truss Atldtloral temporayandr>amonent Mocing MiTek' brBdrgtleslgn. Woclngindlcated paeenflxrCWNg of web and/orchordmembersonly. Is always required for stoUlly aral to prevent colloPse with possMe personal Nosy cnd property carnage. For general gultlace regadng the 6904 Parke East Blvd. fabrballon. storage, delivery, erection and brackV of trusses and tnis systems meANSI/iPll Quality Warta, DSB419 and BCSI Buitding Component Tampa, FL 33610 Safety Informallon avdlable from lnrss Rate Institute. 218 N. Lee street, Sale 312. Aloxandaa, VA 22314. o lass Wes cuss ype y M17863 73147 D 1 1 Job Reference (optional Oham6ers Truss, Fad Pierce, FL I Hun: 4.6 = 3.6 —3x4 I I 5x10 = 5 6 7 4x5= Me II .a— uali 3-8-0 12-8-0 1IA-e 11K4 a-N-O 9-0-0 3-5�8 0- -12 Scale = 1:35.9 Plate Offsets (X Y)— f2:0-1-10 Edger f3:0-2-0 03-31 (5,0-3-0 0-2.41 17.0-1-8 03-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (roc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.66 Ven(LL) 0.42 10-11 >451 240 MT20 244/190 TOOL 15.0 Lumber DOL 1.25 BC 0,67 Ven(TL) -1.0410-11 >184 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.31 17 n1a We BCDL 10.0 Code FBC2014rTP12007 (Matdx-M) Weight: 93lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except' 7-13: 2x6 SP No.2 REACTIONS. (Ib/size) 2=933/0-8-0 (min. 0-1-8), 17=608/0-5-8 (min. 0-1-8) Max Horz 2=407(LC 8) Max Uplift 2=-559(LC 8), 17=-374(LC 8) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-585/117, 3-4=-1065/548, 4-5=-505/219, 5-6= 386233, 6-7=-311/199 BOT CHORD 2-12= 303/395, 10-11=-707/989, 9-10=-43Q1313 WEBS 4-10=-686/535, 7-9= 3721577 BRACING - TOP CHORD Structural Wood sheathing directly applied or 3-8-15 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide - NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1 Bit; B--45ft; L=24f1; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at jolnt(s)17 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 559 Ile uplift at joint 2 and 374 He uplift at jolnt 17. 8) 'Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard A. 44 No 39380 R Thomas A. Alban) PE No.39380 MITek USA, Inc. R. Cett 6634 6904 Padre East Blvd. Tampa R.33610 Date: December 28,2015 A WARNWO- VeNry Oeslgapammetear and RE ON07ES ON THISANDWLLUDED M?EKREFERANCEPAGEM0.7473 rev. fN09R015 BEFORE USE R Design valid for use only with Welds connectors. This design Is baced onlyupon parameters chows and is for an MlNtlual buldin9 component, not e` a Innis system. Nefore use, the bWiding designer must verity Ile, appllcabllh of design paremetersand properly maonwrate thkdesign Into the overall band/orchordmemb Atl<allorollemp mrymdp mo nibrmirxl MiTek' buldnUtlestgn. Woc girdicotedlstopreventWcldlmoflndlvlduNM1u moNy. Is always recalled for stability and to prevent collalese with possible personal" and property damage. For general guldmce reoarcMg the fabticatlon, storage, dellvery, e.flor and bracing of tnmses and trams systems weANSI/TPII Quality Criteria, DSB49 and BCSI Bulle ing Component e904 Parke Ever Bkd. safely Informallon ovoeable from lnms Rate IralitWe, 218 N. tee sheet. SWIe 312. NexmdrkL VA 22314. To" , FL 33810 Mob russ rues I ype y nanasA ]314T DA BPECNL 1 1 Job Reference (optional) Chambers Truss. Fort Pierce, FL Run: 5.00 12 4x6= Scale =1:41.3 416 = 3xa Sx10 = 3x6 i 3x4 II 3x5 = 2x3 II 3-e-0 12 9.0- 0 ~ 13- s1e o-�16r3-'1-24 Plate Offsets MY)— f2:0-3-00-1-81f3:0-2-0,0331,fT0-3-00-2-4118:0-1-80-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Well Ud PLATES GRIP ' TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(L-) 0.42 11-12 >449 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Ved(TL) -1.0311-12 >184 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 HOrz(TL) 0.31 18 n/a n/a BCDL 10.0 Code FBC2014/rP12007 (Matrix-M) Weight: 98 lb FT=20% LUMBER- TOPCHORD 2x4SPM30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* e-14: 2x6 SP No.2 REACTIONS. (lb/size) 2=933/0-8-0 (min. 0-1-e), 18=608/0-5-8 (min. D-1-8) Max Horz 2=459(LC 8) Max Uplift 2=-540(LC 8), 18=-393(LC 8) BRACING- TOPCHORD Structural wood sheathing directly applied or 3-9-0oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. FORCES. (lb) -Max. CompJMax.Ten.-All forces 250(lb) or less except when shown. TOP CHORD 2-3=-588/68, 3-4=-1069/493, 4-5=-956/506, 5-6=-501/l72, 6-7=331/197, 7-8=303/201 BOT CHORD 2-13=-309/401, 11-12=-721/1003, 10-11— 512/377 WEBS 5-11-7001543, 8-10=431/648 NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24f; eave=oft; Cal. II; Exp C; End, GCpl=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 pet bottom chord live load nonconcunant with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 18 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 540lb upllft at Joint 2 and 393lb uplift at joint 18. 7) •Semi -rigid pltchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard A. No 3931 i .<0RtOr�jN •. •S'`S�0NAii �O, Thomas A. Alban[ PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 28,2015 O WARKING-VmlNdeslgnpaamerem: dREADNOTES ON TN/SANOWCLUDEDMREKREFERANCEPAGEMl74nm, 1(=l?0158EF0REuSE Design valitl for use onlywth fv1nek0connectors. Thistlesignkbased orgy upon paamefemshoy . and Is form Indiddual buldinO component,not a ftas system. Before use. Phe buildingdesignerm1151V rfy Itle opplkabNty of tlesign%lramelmarM properlya1Corpmte me design into the overall bulcIrMcedgn. Biachy, Indicated Istoprevent buckiingoflntlNWuallmsswebaM/or chord members my. Adaitlondtemporalyandpermanenibraclrg M1TeW Is always required for stablllty, and to prevent collapse With possible personal Nhay and Property damage. For general gerltlmce regadrg the fabrication, storage, delNery, erection ad blacing of tresses and tnw systems. assANSI/Wil Quality Cd arks. DSM9 and BCSI BuBd ng, Component 6904 Parke East BNe. Safety InImmaeon available from Truss Rate Institute. 218 N. Lee Sheet, eNe 31Z Alexardda. VA2231A. Tmrya, FL 33610 VOID russ rums ype y neness 73147 OB S,FECAL 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL Hun: 5x8 i 7 3x6 � 3.4 11 3xS = 3x4 11 LOADING (pat) SPACING- 2-M CSI. DEFL in Doc) pdefl Ud TOLL 20.0 Plate Grip DOL 1.25 TO 0.66 Ven(LL) 0.42 10-11 >447 240 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -1.03 10-11 >184 180 BCLL 0.0 ' Rep Stress Incr YES We 0.42 Horz(TL) 0.30 17 n/a n/a BCDL 10.0 Code FBC2014fTP12007 (Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lh(size) 2=928/0-8-0 (min. 0-1-8),17=610/Mechanical Max Ho¢ 2=488(LC 8) Max Uplift 2=-526(LC 8), 17=-406(LC 8) Max Grav 2=928(LC 1). 17=617(LC 13) FORCES. (lb) - Max. COmpJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 581/34, 3-4= 1054/454, 4-5-1015/466, 5-6=-489/135, 6-7=-337/180 BOT CHORD 2-12= 308/396, 10-11-714/990, 9-10=564/414 WEBS 5-10-694/539, 7-9=461/689 Scale=1:39.6 3x6 = 3x6 = 17 y to PLATES GRIP MT20 244/190 Weight: 961b FT=20% Structural wood sheathing directly applied or3-93 oc puffins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance With Stabilizer Installation Guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45f; L=24ft; eave=4fh Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument With any other live loads. 3) , This truss has been designed for a live load of 20.0ml on the bottom choral in all areas where a rectangle 3.6.0 tall by 2.0-0 Wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 526 lb uplift at joint 2 and 4061b uplift at joint 17. 6) "Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard .`QONS� A �ACe,'', �`•` ��; �� C E fiN SF' No 39380 -2, ORI�' �C7;♦ Thomas A Albant PE No.39380 MRek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa R.33610 Date: December 28,2015 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED Affl REFERANCE PAGE MRI7473 rev. IMMO15 BEFORE USE De gn vaild for use only Wth MITek® connectors. lHs design b cocca only upon Parameters shown, anal Is for an individual building connPonent. not � a In=system. Before usa, me, bacng designer must verity the opplk:abEly of deign parameters and Properly Elcorporate thh design Into iMr, overall buldngdaugn. Hac gh afed6toMevenlbacOlrxlolindMduoltnntwebondio ciwrdmemb monly. AONtlonaltempaarymdpertnonenibracing MiTek' Is always required for stolonly and to prevent collapse with pocs a personal lnlary and properly damage. Forgeneialguldanceregardixt Ule labr cation storage, delNery, erection and bracing of fnmesand inns syslems, seeANSi/1PI1 Quality Cdteda, DSB49 and BCSI Building Component 6904 Parke Eesl Blvd. Salary InlmmeBon matioble from buss Male Institute. 216 N. Lee Street, Suite 312. Alexandra VA 22314. Tampa, FL 33610 oI russ I russ I ype y neness 73147 DC SPECIAL a 1 Job Reference (optional) ChambersTruss, Fon Pierce, FL Run: 5.00 12 3x4 = 2x3 11 04 = 3x6 = 3.6 = 12 Scale=1:39.6 e-1-11 17.9-7 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL in floc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.06 6-7 >999 240 MT20 2441190 -TCDL 15.0 Lumber DOL 1.25 BC 0.33 Verl(TL) -0.17 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Hari -0.04 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 861b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural mod sheathing directly applied or 6-0-0 oc puffins. except BOT CHORD 2x4 SP M 30 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpi 3-6 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb(size) 2=883/0-8-0 (min.0-1-8), 12=6551Mechanlcal Max Horz 2=488(LC 8) Max Uplift 2=-500(LC 8), 12=-432(LC 8) Max Grav 2=883(LC 1), 12=663(LC 13) FORCES. (Ib)-Max.Comp./Mau. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3= 1062/328, 6-8= 241/462, 5-8=-241/462 BOT CHORD 2-7= 587/906, 6-7= 587/906 WEBS 3-7=0/330,"=-937/606 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pet bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 500 lb uplift at joint 2 and 432 Ito uplift at joint 12. 6) °Semi -rigid pitchbreaks Including heels' Member end fixitymodel was used in the analysis and design of this truss. LOAD CASE(S) Standard ♦♦♦♦OPS- A O-... q S • 9 ��i No 39380 • E �iFs OR ID Thomas A. Marl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 28,2015 ® WAFNING-Vedly deeignparametemand READNOtESONTNISANDWCLUDED MNEKBEF£RANCE➢AGEMUJ473roe. 1=342015 BEFOBEUSE r Desgn valid Poruce onlyWth MBek0convectors.11,Kdedgn is based only upon parameters shown. and lsformlhtllvIdual busdig comporient.mt ®` a Inmsystem. Before use. the bWid ng designer must verily the applicobbly of design parameters antl Ixoperly hcomorate Ihis desgn Into the overall buldlrgdecIgn.Brmhghtlicahetlhtopevent Wcklirgoflntlivltlualt=weband/mchordmembmody. Adoltirn ltemporarymltlpemgn tMcrllg MiTek' 8 always required for stability, and to Prevent collopue Win possible persond hlury mid properly co nage. For general gtddmrce regarding the 6904 Parke East BNtl. fabrteatbn, storage, delivery, erection and bracing of humus and 0uss systems seeANSI/TPll Quality Cdlarla, DSB-89 and SCSI Building Component Tango. FL 33610 salary Information available from T=Rate Irsstlhle, 218 N. Lee Street Shce 312. Nexanddo. VA 22314. o cuss cuss ype y nene6� 13147 DD SPECIAL 1 1 Job Reference loptionall Chambers Truss. Fort Pierce, FL Run: 5.00 72 3.6 = 3x6 = 3x6 = Gx8 II 6 6 3x4 = 2x3 11 3x6 = Scale=1:43.2 _LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plale Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.45 BC 0.34 We 0.36 (Matrix-M) DEFL. in Ved(LL) -0.08 Vert(TL) -0.21 Horz(TL) -0.05 (loc) I/tlell Ud 7-8 >999 240 7-8 >914 180 13 Na We PLATES GRIP MT20 2441190 Weight: 85In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc putting, except BOT CHORD 2x4 SP M 30 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-3-15 oc bracing. OTHERS 2x4 SP No.3 WEBS 1Row at midpt 3-7 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=88010-8-0 (min. 0-1-8). 13=658/Mechanical Max Hou 2=473(LC 8) Max Uplift 2=-504(LC 8), 13=-428(LC 8) Max Grew 2=880(LC 1), 13=661(LC 13) FORCES. gb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1101/364, 7-9= 224/444, 6-9=-224/444 BOT CHORD 2-8=-613/948, 7-8=-613/948 WEBS 3-8=0/332, 3-7= 953/611 ES- NOTES- , ,,UI4� TASCE 7-10; Vult=170mph (3-second gust) Vastl=132mph; TCDL=4.2psh, BCDL=3.Opsf; h=181t; B1l5ft; L=24ft; eave�lfp Ca[. `�% II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 `�% OtoNSA , . 2) Provide adequate drainage to prevent water ponding. ��� 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 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide N O 3 938 will fit between the bottom chord and any other members, 5) Refer to girder(s) fortress to truss connections. 7 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 504 to uplift at joint 2 and 428 lb uplift at _ Joint 13. L "0 S 7) "Semi -rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. - T E _2 LOAD CASE(S) Standard R ��� \ , C? %% ',SfONA, eC�_p 01 Thomas A Albant PE No.39300 MiTek USA, Inc. R. Cart 66M 6904 Padre East Blvd. Tampa FL 33610 Date: December 28,2015 ®WARNING. Vedlydosignpammeloreand READNOTESONTMSANDWCLUDEDMNEKREFERANCEPAGEMP7473mv. IIA13420158EFOREUSE Design valid for use oNywlih trNek0connectors. iNs design Is based oNy upon parameters shown. and Is for an hcnvldual WldlW component. not a trust system. Before use, fine building designer must verity the oppikabeliy of design parameters and properly hcorporaie fhk design Into the overall AdditionoitemporaryondpermaW,nibracing MiTek' buacogdesiga Brochglyd Wa istoprevent WcklingofhdivduOltnmweband/orchodmembenoNV. b cc%,ma required for stadlltyand to prevent collapse Win postble persor al hLay and property damage. For neneral guldarwe reWcOW fins fabrkwibry sioage, delivery, erection antl bfachg of trusesond pmss systems. WeANSI/1P11 Quality Criteria, DS8-99 and SCSI Sueding Component W04 Parke East Blvd. Solely Information mcdable from I= Nate IMMfe, 218 N. Lee Street. Wfe 312, Aiexandda VA 22314. Tanga, FL 33610 ob I russ iruss ype ryPly 7817868 �73147 OE SPECIAL i 1 Job Reference o fonal COambees Truss, ran Pierce, R U. r ozV s 611. mra rum: r.ory s — ..I— ran I . _ ID:ROFDIxjydrOEiWMcExCZyFgYI-LKC2MGOVCp4DOaOpilxgAdgJN3ui6su6MMgiDey4Pvm -2-0.0 7-8-8 12-10-11 15-11-2 2.0.0 7-8-8 5-2� 3.0-7 3x6 = Scale=1:36.2 Soo FIT 5x6 Sx8 II Sxb = .,... — __ (psf) SPACING- 2-0-0 CS'. DEFL. in (roc) Well Ud _LOADING TCLL 20.0 Plate Gdp DOL 1.25 TO 0.44 Ved(LL) -0.08 7-8 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Ved(TL) -0.21 7-8 >883 180 BCLL 0.0 ' Rep Stress Incr YES We 0.58 Hoiz(Q -0.02 13 n/a n/a BCDL 10.0 Code FBC2014)TPI2007 (Matdx-M) LUMBER- BRACING - TOP CHORD 20 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=882/0-8-0 (min. 0-1-8), 13=656/Mechanical Max Horz 2=421(LC 8) Max Uplift 2=-526(LC 8), 13=-406(LC 8) FORCES. (Ib) - Max Comp-IMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1075/386, 3-4=-1066/556, 4-5= 982/571, 7-9=-352/578, 6-9-352/578 BOT CHORD 2-8= 574/911, 7-8=-200/291 WEBS 3-8= 4801438, 5-7=-563/411, 5-8= 541/901 PLATES MT20 GRIP 244/190 Weight: 89 lb FT=20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 9-7-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=1323l TCDL=4.2psf; BCDL=3.Opsf; h=1 Bit; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 20.0ps1 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 526 lb upliftat joint 2 and 406 lb uplift at joint 13. 7) °Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PS1A I q46'�' GE N g�' 92i No 3938Q. _ 9 Thomas A Alhani PE No.39380 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 28,2015 ® WARNING -Vedlydearg. p..etersaad READ NOTES ON THIS AND INCLUDED MITEKREFERANOE PAGEMIF74TS., W403GOISREFORE USE Design valid for use only will, MneWDconnectors. Rslsdedgn is based onlyupon parameters shown. antl tsfor an lndMdual W9ding component.rat L+•���1 a truss system. Before use, me building designer must vent' the opplicab9lly of design parameters and properly incorporate ash design into the overall "cUngdesign. HadnglndlcatedlstopreventWcWhgotlrxtlyWualtrunwebarxf/orctwtdmemb-molly. Adationaltempormyandpermanentbracirg MiTek' Is always re storage.r elivelry anctionayen,comp oftrusras ltn=Meltrrluryandpit'll Qydomage.e. DSMeraldWdanceregarcNgme Sabtkatbn storage, delivery, erection Drat Insfilut of 18 N. eed inns sysite 31 Alexandra VAM Cdfeda, DSa-e9 and SCSI Bu11dNg Component ee04 Parke East Blvd. Safety Information avdlaWe ham truss Rate InsnMe, 218 N. Lee Sfreel, Stile 312 Alexantlda, VA22314. Tarrya, FL 33610 ob Truss TTLISS type ty y nenes9 73147 DF SPECIAL 1 1 Job Reference froplImsil Chambers Truss, Fo0 Pierce, FL : 41 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 4x8 = ass = 6xB II Scale=1:32.6 CS). DEFL. in (roc) Well L/d PLATES GRIP TO 0.37 Ven(LL) 0.04 8 >999 240 MT20 244/190 BC 0.21 Ven(fL) -0.09 8-12 >999 180 WB 0.49 Horz(TL) 0.03 13 n/a n/a Matrix-M) Weight: 89 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-2-9 on, bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=875/0-8-0 (min. 0-1-8), 13=663/Mechanical Max Horz 2=369(LC 8) Max Uplift 2=-537(LC 8), 13=-395(LC 8) FORCES. (lb) - Max CompJMax. Ten. -Ali forces 250 (lb) orless except when shown. TOP CHORD 2-3=-1163/492, 3-4= 622/290, 6-9=-272/504, 5-9= 272/504 BOT CHORD 2-8= 639/1003, 7-8= 639/1003, 6-7= 317/521 WEBS 3-7=-582/378,4-7=-154/405, 4-6= 646/394 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18f; B-=4511; L=24ft; eave=41t; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and tight exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcu0ent 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 when; 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 537 lb uplift at joint 2 and 395 lb uplift at joint 13. 8)'Seml-dgld pitchbreaks including heels' Member end fixitymodel was used In the analysis and design of this truss. LOAD CASES) Standard J, pC�Ps A EN No�39' iCc ;OR%Q '(jN ,�';SS10NA� e %�' Thomas A AIbaN PE No.39380 Mfrek USA, Inc. R. cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: December 28,2015 A WARNING- Verily Cesignparamefers, Md READ NOTES ON THISAND INCLUDEDM/TEKREFERANCE PAGEMp74T3rev. IMM015eEFOREUSE Design valid form oNywlih VI1ek®connectors. iNsdeeM is bused miyupon parameters shown, and is form individual bulding component.net L■y a Ines system. Before use, the balding designer must verify the appllcoMy ofdeslgn parameters and properly Incorporate thin design into the overall buadlrgdedgn. Sac glWd dedhtopmvent Wctdligoflr duoihusweband/ofchordmembmoNy. Addltlorwl temporary and permanent Wacirg MiTek' Is always required for stability and to prevent collapse u4ih possbie MrSond Inkay oral property damage. For general guidance regarc9fg the fabrication. storage, de[Wery, erection and bracing of imsses and truss systems, weANSI/IPII Qualify criteria, DSB49 and SCSI Building Component 6904 Parke East Bind. Safety Information wo➢ms, from truss Rate Institute. 218 N. Lee Street, Sulte 312, Nerrandtla, VA 22314. Tanya. FL =10 T78f7670 i s-6-15 8-tall 15-1L 2-0.0 5-6-15 3-3-12 7.0-7 3X4 = 415 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud •TCLL 20.0 Plate Gdp DOL 1,25 TC 0.37 Vert(LL) -0.08 7-11 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(rL) -0.22 7-11 >870 180 BCLL 0.0 ' Rep Stress Ina YES W B 0.44 HazCfL) 0.04 12 n/a n/a BCDL 10.0 Code FB02014frPI2007 (MaMx-M) LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOTCHORD 2x4SPM30 WEBS 2X4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=876/0-8-0 (min. 0-1-8), 12=662/Mechanical Max Hoa 2=316(LC 8) Max Uplift 2= 548(LC 8), 12=397(LC 5) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-11571573, 3-4_ 848/423, 4-5=-740/428 BOT CHORD 2-7=-671/1007 WEBS 3-7=-329/282, 5-7=-422f736 Scale =1:30.6 3x6 = 5X8 = PLATES GRIP MT20 244/190 Weight: 82 lb FT=20% Structural wood sheathing directly applied or 6-0-0 oc puffins, except end vedicals. Rigid ceiling directly applied or 8-11-11 no bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation ouide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL-4.2ps1; BCDL=3.Opsf; h=1 Oft; B=4511; L=241h eave=4f1; Gat. 11; Exp C; Encl.. GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 548 lb uplift at joint 2 and 397111 uplift at joint 12. 8)'Semi-rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard OoPSrA i EN No 39,' C? iSs,ONAII_ Thomas A Alban) PE No.39360 MRek USA, Inc. R. Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Data: December 28,2015 ®WARNING- Vodry EnsignpaamefVM WdMD NOTES ON THISANDINCLUDED MITEKREFERANCEPAGEMII.14T4mv. I&V22015BEFOREOSE said! for use oNy wlfh Mnek0 connectors. TtdsdeMm is basod oNy upon parameters shown. antl Is form Individual bulling component not Nit a Inns system. Before use, the bulldlrg designer must verify the app icablIty of dedg parameters and properly Incorporate his design Into the overall bullcrl deslgn.Brachglntlkat istopreventbucHkVofi�utltruxwebaM/orctpdmembe MiTek' y.Additionotemporaryondremanentbracing Isalwaysregnbred for stabitty, and; to prevent collopxe W1h poa6lbe personal" and property damage. For general guidance regarding the g Component fabfkabkm. storage, delivery, erection and bracing of misses and Quaint, system& weANSIM11 QuaCriteda, DSB-89 arts! BCM Building 6204 EosIBNtl. 6904 Safety Information avallable from Truss Note truRkde. 218 N. lee Street, suite 312, Alexandria. VA 22314. FL 33610 Cob Truss I runs I ype y nene7l 73147 GEB GABLE I 1 Job Reference optional) Chambers Truss, Fog Ponca, FL 3,06 = nun:r.ozasn raa cola riWhtcEesnFgY]-pa RacO77C4e'ii w.,...„_-.o _,.,..a ID:ROF OlxjytlrOEiWhIcExCZyFgYI-pWmRac07z7C4eKtOb?S3jgDZfrJPrS3GageFm4y4Pv1 6x0 = 3x4 II 1 2 3x4 = 3x4 11 Scale=1:10.1 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in poc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) WIG - n/a 999 MT20 244/190 'TCDL 15.0 Lumber DOL 1.25 Be 0.05 Vert(TL) Na - rVa 999 BCLL 0.0 ' Rep Stress Incr NO We 0.01 Hoa(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight: 9111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 4=73/1-11-0 (min. 0-1-8), 3=73/1-11-0 (min. 0-1-8) Max Uplift 4— 49(LC 4), 3=-49(LC 4) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 1-11-0 oc purlins, except and verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during thus erection, in accordance with Stabilizer Installation nulde NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUI1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=46h; L=241t1 eave=2ft; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (none[ to the face), see Standard Industry Gable End Detalls as applicable, or consult qualified building designer as per ANSlrTPI 1. 4) Provide adequate drainage to prevent Water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0.0 oc. 8) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 9) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Wit fit between the bottom chord and any other members. 10) Bearing at joint(s) 4 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 49111 uplift at joint 4 and 49111 uplift at joint 3. 12) Beveled plate or shim required to provide full bearing surface with truss chard at joint(s) 4. 13) "Seml-dgld pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard ``O PS�A.�44ei,,, EN,9 9'Li No 39380 i FS•: O R 1 v•�G�;w Thomas A Albanl PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Data. December 28,2015 Q WARNING. VedNdeslgn pammote.,mdREADN07ESON THISANDWCLUDED MBEKREFERANCEPAGEMgJ473.. 1NDa2015BEFORE USE MA VendforuseoNy WMMneMID nnectom.❑Js design Is based onlyupon parameters snown, and Is fa an hdAdual WfldNg component,not � a truss system. Before use, me building designer must vedN the appllcatAlry of design parameters and properly Incolporale fins design into the overall Addltlonaltemporaryandpermanentbrocing MiTek' bWldlrgj a gn. Bracing lndIcatedlstoprevent Welding oflndMdualirusswebond/orchordmembasonly. 5dwaysregWredforstadlltyandloprevenlcoilap Wlhpossmlepersonalfn(uryardproperyd Me. ForgenmalgWdanceregordIngthe fabdao llon storage, delivery. erection and bracing of fmssesend inmsysfemz seeANSVTPII Quality Criterla, DSa-a9 and SCSI Building Component 690O4 Parke East Blvd. Safety Information available from Truss Rate InsBtute, 218 N. Lee Street. Side 312, Alexandra. VA 22314. Tampa, FL 33610 o rues russ ype y neve7z 73147 GEC GABLE 1 1 Job Reference (optional) Chambers Truss, Pon Pierce, FL Bun: I.e2u s Apr su 2a1a rnm: t eau s nov 1u zura mu ea muuame�, eo. moil Deu 28 ,..__.. - �+-+ '=e= ID: ROFDOlxjydrOEiW htcExCZyFgYI.IlKpnyI lkOLxFtaCBjzl F2mjCtf3avgPpgJol Wy4Pvk -1-4-0 4-7-0 9-2-0 10-2-8 1-0-0 4-7-0 4-7-0 1-0-8 4x4 = 14 13 12 it 10 3x6 = 2x3 11 2x3 11 2Y3 11 3x6 = Scale=1:26.6 9-z-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL in qoc) Ifdefl Ud PLATES GRIP •TCLL 20.0 Plate Grip DOL 1.25 TO 0.16 Vert(LL) -0.00 9 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.01 9 nfr 120 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Hoa(TL) 0.00 10 n/a rVa BCDL 10.0 Code FBC2014/rP12007 (Matrix) Weight: 581b FT=20% LUMBER- BRACING - TOP CHORD 2%4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 30 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during inns erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-2-0. (Ib) - Max Harz 14=86(LC 7) Max Uplift All uplift 10011bor less atjoint(s) 12 except 14= 238(LC 8), 10=-199(LC 8), 13=-109(LC 8), 11= 125(LC 8) Max Grav All reactions 2501b or less aljoint(s) 14, 10, 12, 13, 11 FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOPCHORD 2-14=231/302 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; V1JIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=4511; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the buss, only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 last bottom chord live load nonconcurrent with any other live loads. 8) ' 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12 except Qt=11g) 14=238, 10=199, 13=109, 11=125. 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard .'0�0 pS� A r: 4 -"r'0,0 'i No 39380. _ :0R�v ONA� ����� SS` ThD1IIas A. Albani PE No.39380 MITek USA, Ina R. Carl 6634 6904 Parke East Blvd. Tampa R.33610 Date: December 28,2015 A WARNWG-Very design panametere end READ NOTES ON THIS AND WCLUDED MREKREFERANCE PAGE MD747a rev. 1"MiDI5BEFOREUSE Designvolldforusemlywlth MITeMeannectors. INsdeslgn is based oNyupon parameters sholm. and is form frWlvidual bu9dirg component. not ■•YRI�`1 a tnnssietem. Before use, the outdo, designer must verify the opplicab9lty of design parameters and properly Incorporate this design Into like overall butidingdoeM. BracingIndicated Istoprevent Welding oflndNldualtmsswebard/or moralmembersonly. AddtlonaltemporarymdpemwnenlbrocinA MiTek' is always requlredfor starkly me to prevent collapse with possible personal mJury and property damage. For general guidance regarding the fabrication, storage, delivery, macron and bracing of trusses and trans systems, seeANSVTPi1 Quality Cifferta, DSB-09 and BCSt Building Component 6904 Parka East BNd. Safety Information available from Inns Dale Institute. 218 N. lee Skeet. Suite 312, Alexandria VA22314. Tampa, FL 3WID P817873 Scale =1:41.8 Ex10 W18HS= 5.00 12 6xlO MT18HS 11 6x10 MT18HS = 6x10 MT18HS= 10x10 = 718 = 7x8 = 3x4 II 34-7 7-2.0 10.1 18 11 12 17-10-5 21-11-8 34-7 39-8 l 39-8 341.4 2-11-9 Plate Offsets(XY)-- 11:03-0,0-2-01,f7:0-3-11.03-41 f10:0-3.8.0-4-121 f13:0-3-80-4-121 f14:0-2-120-2-81 LOADING (psp SPACING- 2-0.0 CSL DEFL. in (Ioc) Vdeil Ud PLATES GRIP �TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(L-) 0.41 10-11 >633 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(fL) -0.7410-11 >354 180 MT18HS 244/190 BCLL 0.0 ' Rep Stress [nor NO WS 0.88 Horz(TL) 0.16 7 n/a War BCDL 10.0 Code FBC2014/TP12007 (Marl Weight 274lb FT=20% LUMBER- TOPCHORD 2x4SPM30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 Ste No.3*Except' 1-15: 2x6 SP No2, 1-14: 2x4 SP M 31, 4-11: 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-0-8 oc bracing. REACTIONS. (lb/size) 15=8020/0-7-8 (min. 0-3-5), 7=7534/0.8-0 (min. 0-3-2) Max Horz 15=-173(LC 8) Max Uplift 15=-4424(LC 8), 7— 4333(LC 8) FORCES. (lb) -Max. Comp./Mac Ten. -All forces 250 gb) or less except when shown. TOP CHORD 1-15— 7476/4143, 1-2=-1632219001, 2-3-18194110064. 3-4= 14084/7884, 4-5=-14083/7880, 5-6=-18629/10473, 6-7=-18469/10288 BOT CHORD 14-15=381/653, 14-18=-9237/17052, 13-18=-9237/17052, 12-13=-9082/16790, 12-19-9082/16790, 11-19— 9082/16790, 11-20= 9446/17180, 10-20=-9446/17180, 9-10= 9337/17011, 7-9=-9337/17011 WEBS 1-14-9512117260, 2-14=-6960/3904, 2-13-3001165, 3-13= 2249/4239, 3-11=-4846/2695, 4-11-5821/10469, 5-11-5224/3090, 5-10= 2631/4600, 6-10= 504/318, 6-9= 318/279 NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as talows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 raw at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vull=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18fh B=45h; L=2411; eave=4tt; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and tight exposed; Lumber DOL=1.60 plate gdp DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0psi on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 15=4424, 7=4333. 10) 'Semi -rigid pitchb reeks including heels' Member end fixity model was used In the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1958 lb down and 1085 lb up at 4-10-12, 1958lb down and 1085 lb up at 6-10-12, 1963 He down and 1080 lb up at 8-10-12, 1963 lb down and 1075 lb up at 10-10-12, and 1963lb down and 1089 lb up at 12-10-12, and 3651 lb down and 2192 Ib up at 14-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. A. ��GENSF'q�i Now 1�C� <pR10r NA� E Ca% Thomas A Albanl PE No.39380 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 28,2015 u WANNIf7G Brd esgn pparamefenaad READNOTES ON7M5ANDINCLUOED MIrEKREFERANCE➢AGEM17.7473tee 10/032015 BEFORE USE Design valid for use oNy with MIIeMconnectors. iNsdeslgn k based oNyupon rxnameten shown. and Is form kldlvtdual Wilding component not a (run system. Before use, the bul cirg designer must verify the appllcabelly, of design parameters and properly incorporate finisdesign Into Ito overall brIDtlingde5gn. Bracing Indicated is to prevent buckling ofIndividual lrusswebantl/or chord members only. MdlilonaltempoforymtlpermanentMachg MiTek' Is always regWredfor slabelry and to prevent collapse with ponrple lxrsond hpay and Voperry damage. For general guidance regarcing the fabrication storage, delivery. erection and bracing of (susses and Imss systems. seeANSI/gslI Quarry Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely Wormallon ovdloble from true Male Institute, 218 N. Lee Street. Sulte 312, Alexanddo. VA 22314. Tarry., FL 33610 o rusS runype y T7817873 pj 73147 GRA SPECIAL 1 2 Job Reference (optional) Chamfers Truss, Pon Pierce, FL FIln:7.6205 r302015 Knot:7.54oSIVN 1 U2U1SMI l ex In01151rMS, M. Mae U60[O WAtl:1Z eG'a'.Z IMROF OI19ydrOEWhtcExCZyFgYI-muuB?12NVkToll9OiOUXoFlhzHnCJB_Z2K3Mgzy4P71 LOAD CASE(S) Standard 1) bead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2= 70, 2-4=-70, 4-8— 70. 7-15=-20 Concentrated Loads fib) Vert: 13= 1958(F) 11=-1963(F) 10=-3651(F)18=-1958(F)19=-1963(F)20=-1963(F) Q WARNING. Vedly Aes/gopammefers end RBADNOTES ON THISAND INCLUDED MNEKREFERANCE PAGE MWM rev. 14=2015 BEFORE USE DeAgn valld for use oNy Wilk MIieM connectors. lNsdestgn k based only upon parameters shown, and Is talon IrldMclual Wilding component, not a trusssystem. Before use, the Widi g designer must vellfy the oWllcablity of design parametersand Mloedy Incorporate Mt design Into the overall Brocing indicated Is WCMing tnlssweb and/or Chord Addtlorwltempor M!Tek' Wlcllgdeslgn. to prevent ofindlNdual membelxonly. w.clpermanentbraclrg for collapse with posffixo persorW Njuryandpropertytlmnaga. Fw Parke East BNtl. S8489ai BCSnceregarcNglhe elivelryarealoprevenl labrSalwaysmgtora and bracing of s. Quarry Criteria, DSB-89 arW BCSI BUHOing Component storage, delivery.rom Tarn Tenpa, FL 3361 D InuSs 18 N. Lee eat. to 3l Alexa dfl Salary InlormaHon avdiade from lrlat Plate IrssHNte, 218 N. Lee Sheet. Suite 312. Plexantld¢ VA22314. Welc Infer T7817874 scale = 1:42.0 SA2 MT18HS= 3x4 II 7xIO MT18H3 = c nnM 3 21 4 )g .d 4.4 II 12x12 = 6x8 = 3x4 It tee-13 44-2 ]-01-0 BQ89d-0 1o7.5 14.114 16142 2240 Plate Offsets(_X,10- H:03-100.3-01.f3:0-8-0,0-1-12115:0-6-80-2-0118:0.2-150-1-81111:0-3-80-4-81,(14:0-4-00-0-86H5:0-3-8.0-0-121 (psr) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell Ud PLATES GRIP _LOADING TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Ven(LL) 0.35 14 >753 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Ven(TL) -0.63 14 >419 180 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr NO We 0.93 Horz(Q 0.22 8 n/a We BCDL 10.0 Code FBC2014/7PI2007 (Mainz-M) Weight: 432 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.OE *Except* 4-13: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 12-14,5-14: 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6.0.0 m bracing: 13-14. REACTIONS. (Ib/aze) 1=1158610-8-0 (min. D3-3), 8=7911/0-8-0 (min. 0-2-3) Max Horz 1= 174(LC 6) Max Uplift 1= 6388(LC 8). 8=-4564(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-24843113719, 2-3- 19252/10709, 3-21- 18227/10217, 4-21=-18227/10217, 4-5=-18072/10134,5-6=-14865/8365, 6-7=-19621/11080, 7-8=-19376/10843 BOT CHORD 1-22= 12446/22935, 16-22= 12446/22935, 16.23- 12446/22935, 23.24-12446/22935, 15-24=-12446/22935,15-25=-9704/18027,14-25=-9704/18027,13-14=-1708/923, 4-14=-368/661,12-13=-809/1503,12-26=-10015/18107,26-27-10015/18107, 11-27=-10015/18107, 10-11=-9850/17847, 8-10= 9850/17847 WEBS 2-16=-2277/4273, 2-15=-5763/3209, 3-15=-3538/6516, 3-14=324/546, 12-04=-10384/19184, 5-14= 6922/12898, 5-12= 6988/3657, 6-12= 5348/3160, 6-11=-2534/4456, 7-11=-559/414, 7-10-340/289 NOTES- 1) Special connection required to distribute bottom chord loads equally between all plies. 2) 3-ply truss to be connected together with 1 Od (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows; 2x6 - 3 rows staggered at OA-0 oc, 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 pc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psl; BCDL=3.Opsf; h=left, B=45ft; L=24ft; eave=oft Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water Pounding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed tot a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 9) • 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. 10) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 1=6388, 8=4564. 11) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. ♦ Q J0 I NNoo339380. i�F 0R1,V �j�p .......... \'% ♦♦ Thamas A. Alban) PE No.39380 MRek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 28,2015 C�IWAFlNWG �yollry�aLgn pammetersontl READ NOTES ON T AND INCLUOEDMREKREFERANGEPAGEMP747J rev. 1a/ObY0158EFOREUSE �. Design vdld formeordywHIn KleMcomeclors. llssdedgn kbosedonlyunon pdametersshown.antl is form ladNldud 1,u9dw component not a truss system. Before use, the bWldng designer must veAty file appllccNI of desgn parameters aM properly Incorporate this design Into the overall bUldn0degm. Bracing Indicated is to prevent WcklingoflndlvklualWnkveband/or chord membersoNy. Addiloraftemporarymdpelmanantbrming MOW k always regNredfor stability and to prevent collapse with pos a personal hpsy and property dmnme. For general guidance regarding the labrlmllon, storage. delivery, o ecam and bracing of imunees and truss systems seeMSI/1PII Quality Criteria, DSB49 and BC51 Bustling Component 69" Parke Ea11 Blvd. Solely Information avollaNe from T= Rate Institute, 218 N. Lee Street State 31Z Alexandria. VA 22314. Tanya. FL 33610 4ob Truss I russ I ype aty Fly T7817874 73147 GRB SPECIAL 1 3 Job Reference (optional) Chambers Truss, Pan Raise, FL ROa: ].6203 At3D 2015 PAM:7.640 a NW 102015 MI 1 eX InUUM118s, 1W. Mao usC 2514:5e132D15 rage[ ID:ROF ONydrQEiWhtcExCZyFgYI-ESSZCd37F2bfVBkaG87mKTrvx99p2aQiH_ovNPy4Wi NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1983 lb down and 1099 lb up at 0-11-4, 1985 Ib down and 1101 Ib up at 2-11-4, 1981 Ib down and 10991b up at 4-11-4, 1981 Ib down and 10991b up at 6-11-4, 19631b down and 10981b up at 8-11-4, 19631b down and 1102 Ib up al 10-11-4, and 1963 Ib down and 1089 Ib up at 12-11-4, end 35561b down and 2129 Ib up at 14-11-4 on bottom chord. The designyselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3=-70, 3-5=-70, 5-9=-70, 1-14= 20, 8-13=-20 Concentrated Loads (lb) Vert: 11— 3556(B)18= 1983(B) 22=-1985(B)23= 1981(B)24=-1981(B)25= 1963(B)26= 1963(B) 27=-1963(B) Q WAMING-VoM,design yammerers And READ NOTES ON TM5 AND WCLUOEO MR'EKREFERANCE PAGE W-74M V. 1d9Yt015 BEFORE USE Dedgn volld for use only With Mff I connectors. Iris deign Is based only upon Po Onl6ters shown, and Is for m IntlIJWual Wgding component. net �� a truss system. Before use. the building designer must verify Ire oppllcabllty of design parameters and properly incorporate mr design Into the ovemll buldingdeslgn.Westng trwlcoted Is to buckling of Inc Mdual MAsweb andlor chord members only. AddMonailemporaryandpermonentbracing MiTeK prevent b always required for stability and to prevent collapse WM pouble psr o Injury and property dornage, rot general guidance legarNtg the fabrication storage, delivery, erecibn and bracing of tnrsies and Ims systems, seeANSIRPiI Quality Criteria. DSB49 and SCSI Buflding Component U04 Parka East Blvd. Safely Irdormatlon avdloble from Inns Pate Institute. 218 N. Lee Streel. Suite 312 Alexandda. VA 22314. Tampa, FL 33610 ass runs type N Y Plot nene]s 731 GRC HIP 1 2 Job Reference O (lanai 1i118,IwVIC I rucs,'on YIBrGB. " 5.00 r12 3x6 G 3 32 2 6x8 MT18HS = 213 II 5x6 WB= 48 = 2x3 II Sx8 = 4 21 5 22 6 7 23 8 9 Scale=1:67.9 24 7825 26 17 16 27 28 15 29 30 14 31 13 32 72 33 34 11 35 36 37 10 5x12 MT18HS 3x/0 11 8x10 7x8 = 4x8 = 7xe = 3n12 11 9x10 = Sx12 MT18HS 11 45 = S1-e &103 12-6-15 17-5-7 22 0 27-2-9 32.51& b1-B l 3.8-11 38-11 d-1A-A 4-10-A 410-9 + 52-5 Plate Offsets(X1)- r1:0-4-6.0-2-151,f4:0.5-40-2.41 f6:0.3-OEdgel f9:0.3-BEdael f10:Edoe0-3-81 f15:0-3-4.0-5-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in Doc) Vdefl Ud PLATES GRIP 'TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.41 15-17 >940 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.64 15-17 >601 180 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr NO WE 0.71 H02(TL) 0.13 10 n1a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 4901b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except` BOT CHORD 9-11: 2x4 SP M 30 WEBS OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=6802/0-8-0 (min. 0-2-13), 10=6694/0-5-8 (min. 0-2-12) Max Horz 1=330(LC 8) Max Uplift 1= 4443(LC 8), 10=-4416(LC 8) FORCES. (lb) - Max. CompJMalc Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=16498/10771, 2-3-13599/8832, 3-4=-11213f7339, 4-21=-10678/7048, 5-21=-10678/7048, 5-22=-10678/7048,6-22- 10678/7048,6-7- 10678l7048, 7-23-5718/3768, 8-23_ 5718/3768, 8-9_ 571813768. 9-10- 5884/3894 BOT CHORD 1-24=-10193/15206, 18-24=-10193115206, 18-25=-10193/15206, 25-26=-10193/15206, 17-26=-10193/15206, 17-27=-8299/12522, 16-27=-8299/12522, 16-28=8299/12522, 15-28=-8299/12522,15-29=-6881/10402,29-30=-6881/10402,14-30=-6881/10402, 14-31=-6023/9134,13-31=-6023/9134,13-32=6023(9134,12-32=-6023/9134, 12-33---6023/9134,33-34=6023/9134,11-34=-6023/9134 WEBS 2-18- 155012285. 2-17- 3050Y2154, 3-17=-1715/2678, 3-15=-3026/2021, 4-15-2430/3725, 4-14=-323/538, 5-14- 344/267, 7-14-1488/2240, 7-12- 1028/1626, 7-11= 4957/3273, 8-11=-366/301. 9-11=-5312/8064 Structural wood sheathing directly applied or 3-0-14 oc puffins, except end verticals. Rigid calling directly applied or 7-9-6 oc bracing. 1 Row at midpt 7-11 NOTES- 1) 2-ply Vass to be connected together with 1 Od (0-131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 06-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vas I=132mph; TCDL=4.2psf; BCDL=3.OpsF h=18ft; B=4511; L=32ft; eave=oft; Cat. 11: Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise Indicated. 7) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 8) ' 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 8l between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 1=4443, 10=4416. `�po�PBr Arr� :,,�� CE N s No 3938 .,iSIONA1 Thomas A Marl PE No.39380 Milk USA, Inc. R. Cliff 6634 6904 Parke East Blvd. Tampa R. 33610 Date: December 28,2015 G:atWARRING-'Yeg&�oslgnpar otmn dREADNOTES ON TMSANDINCLUDEDMREKRE£ERANCEPAGEM0.74iJm.. laVa20153EFOREUSE �■� Design volld for use orJYWIh MITake connectors. RJsdedgn 6 based only upon parometera snows, and 5 form Incividual blRtling component, net a tnnssistem. Before use, the building designer must vedty Iha apWkauhlryof desgn poromefelsand propedy alcomorale this deslgn Into the overall bulcIngdeslgn. HacingBl afedistopmvenlWcidhsgoflWlvldudnmwebar lorchotdmemb monly. Addltlonaltemporarymtlpermanentbracig i.���'{ MiTek' Is olways recurred for stability entl to prevent collapse with poable personal Nlury and property danage. For general galdance regarclIg the fabrication storage, delivery, erection and bracig of lasses and tens systems. seeMSI/IPII Cechy Criteria, DS11-e9 and BCSI Heading Component 6904 Parke East Blvd. Salary Information ovallable from Truss Rate Imatute, 218 N. Lee Street. Suite 312. Nexondria. VA22314. Tampa, FL 33510 can Truss russ type y M17WS 73147 CRC HIP 1 2 Job Reference o lion Chambers Truss, Pon Plaice, FL Run: 7.620 a Apr 302015 Punt: 7.640 s Nov 10 2015 MiTek Industries, Inc. Mon Dec 2814:59:14 2015 Pago 2 ID:ROFOOIxjydrOEiW htcExCZyFgYI-iHOxPz4eOLjW 6 WngrX7lgN1 W4XCn45rVeYTvey4Pvh NOTES- 111 Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1768 Ib down and 1331 Ib up at 3-8-12, 642 Ib down and 417lb up at 5-7-4, 6431b down and 415lb up at 7-7-4, 6361b down and 4261b up at 9-7-4, 6381b tlown and 4481b up at 11-7-4, 6351b down and 452lb up at 13-7-4, 6351b down and 452 Ib up at 15-7-4, 6351b tlown and 452 Ib up al 17-7-4, 635lb down and 452lb up at 19-7-4, 635 Ib down and 4521b up at 21-7-4, 6351b down and 452 Ib up at 23-7-4, 6351b down and 4521b up al 25-7-4, 6351b down and 4521b up at 27-7-4, and 5901b down and 4261b up at 29-7-4. and 5901b tlown and 426 Ib up at 31-7-4 on bottom chord. The design/selection of such connection devices) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=-70, 4-9= 70, 1-10=-20 Concentrated Loads (Ib) Vert: 14= 635(F) 24=-1768(F) 25— 642(F) 26=-643(F) 27= 636(F) 28— 638(F) 29=-635(F) 30_ 635(F) 31=-635(F) 32=-635(F) 33= 635(F) 34=-635(F) 35= 635(F) 36=-590(F)37=-590(F) A& WARNING- Verily Eaalgn parameero and READ NOTES ON THIS AND INCLUDED MREK RE£ERANCE PAGEW74" mV, I0411342015 BEFORE USE volitl for use only Wn MlTekO connectors. Into design k based only upon parameters shoe and is for an lndMtlual Wilding component. nor q` Sal' a truss system. Before use. fne bWldmg designer must vasty Ina appllcabrity of design porameters and properly Incorporate Ink design Into Ina overall Addllora temporaryandpemlanentMadng We[( braldrgdeslgn.gracingIndicatetllstopreventWCNVgoflndvklualtrusaweband/orChordmembersonly. of18ITLo,Stens systems,. Ctlletla, D5B-69 and BCSI Building Component livere lopreventcollapof wife posaNepersot ms, ace ntllaropedy damage. FagenemldWdance ranordrgfon fabrication. ra for delivery, 6904Parke EastBNd. VQualityA SafxkAtbn.storage,alloblry,rom Ines Note Alexandra salary INormatlon avdloble from IIuss Rate InssMe. 219 N. Lea Street, Suite 312. Alexandra. VA 22314. Tampa, FL 33610 Uob Truss russ ype y nene7s 73147 GRD SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fen Pieme, FL Run: �f 46 = 4x8 = 3x4 II 5x12 = 3-8-0 7-0.2 -3 12-8130 I 658 1-4 23 4.81302 o2 Scale: 3/8'=1' Plate Offsets(XY)- f2:0-0-6,0-0.0113:0-6.30-0.01 f5:0-5-0,0-2-01 P:Edae0-3-0) fl0:0-2-0,G-2-0Lf13:0-4-00-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Ven(LL) 0.20 12-13 >962 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.3312-13 >573 180 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr NO WB 0.42 Horz(TL) 0.16 22 n/a n/a BCOL 10.0 Code FBC20141TP12007 (Matrix-M) Weight: 102 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 ROT CHORD 2x4 SP M 30 'Except' 6-9: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 7-15: 2x6 SP No.2 REACTIONS. (Ib/size) 2=1049/0-8-0 (min. 0-1-8), 22=856/0-5-8 (min. 0-1-8) Max Herz 2=354(LC 8) Max Uplift 2=649(LC 8), 22= 535(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc puffins. BOT CHORD Rigid ceiling directly applied or 7-3-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3.4=-1607/835, 4-5=-1029/559, 5.6= 6541389, 6-7=-647/386 BOT CHORD 2-14=-265/420, 3-13=-651/1043, 12-13= 917/1463, 11-12=-917/1463, 11-23= 559/921, 10-23=-5591921 WEBS 5-11--317/578, 5-10=-450/287, 7-10= 541/913,4-12=-63/261, 4-11=-650/425 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=181t B--15tt; L=241t; eave=4lt; CaL II; Exp C; Encl., GCpl=0.16; MAFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DDL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 last bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.8-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 22 Considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=ib) 2=649, 22=535. - 8) °Semi-dgid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 237 lb down and 173lb up at 10-4-3. 4811p down and 39 lb up at 12-2-8, and 63lb down and 41b up at 14-2-8, and 48lb down and 81 Ib up at 16-1-8 on bottom chord. The designtselection of such connecllon device(s) is the responsibility of others. 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 (pit) Vert: 1-5=-70, 5-7= 70, 14-16=-20, 10-13= 20, 8-9=-20 Concentrated Loads Ile) Vert: 11=-237(F) 8=-48 23=-48(F) 24=32(F) 011111111111 `S'A 1A(e'''i �`•` ��; v� G E N gF 9�i No 39380. -, Pik •:OR1vr �•� 0NA11 E?Ca�. Thomas A Albanl PE No.39380 MIT* USA Inc. FL Cert 6634 6904 Parke East Blvd Tampa R.33610 Date: December 28,2015 A WARNWG-Vedyded9npanamererawdREADNOT£S ON THISANDINCLUDWMITEKPEFERANCEPAGEMLL7473mv. 1O 015SEFOREUSE Design valld for useoNywith MiTeMconnectas. fNide gnh basedoNy upon Parametersshown.and Is foran Individual building component not a in= system. Before use, the bultcfl gdf 5faor must vent' the oppllcoUlly of design parameters aiuJ properly Incorporate thh design Into the overall bWIcIngdesign. BrocIng Indicated h to prevent budding OflntlMdual frusw¢b and/or chord membeisooly. AddflonaitemporayandpermarenllxaGrg MiTek' h always requiretl for stability and to prevent colopse wlih Pass Op nondl Nlury and property damoge. For general guidance regardrxt the fabticallon, storage, delivery, erection aW bracing oft s and Inns systems seeANSViP1I 6ua01y Crlletla, DSB-89 and SCSI Building Component 6904 Parke Eest Blvd. Solely Information available from Truss Rate InsBMe, 218 N. Lee Street. Suite 312. Alexcn fla, VA 22314. Tempo, FL 33610 sob Truss as type y Henan ]319] GRE SPECIAL 1 1 Job Reference o tional Chambers Truss, Fort Pierce, FL Run: 7.620 s AAppr 30 2015 Print: 7.640 a Nov 10 2015 MRek induslrles. Inc. Mon Dec 2814:59:15 2D15 Page l ID:ROFDOlxjydrOEi W htcExCZyPgYI.ATaKdJ4GnfrMkVuzNY2EQuwLAUwzW dC?kl HORIy4Pvg -2-9-15 2: 5 5-0.12 9-9-5 9.10-1 2-9-15 0.11.5 4-1-7 4-8-9 0- -12 3 3xS II Scale =1:26.8 10 9 3x4 II 3x4 = 0-11-5 5-0.12 9-9-5 9-10-1 0.11-5 4.1-] 4-8-9 0- 12 ]d Plate Offsets(XY)- (2:0-1-8Edael f3:0-2-50-2-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP _TCLL 20.0 Plate Gdp DOL 1.25 TC 0.42 Vert(LL) 0.07 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.13 7-8 >805 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.33 Horz(TL) 0.03 7 Na Na BCOL 10.0 Code FBC2014/IP12007 (Matrix-M) Weight: 58lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT CHORD 2x4 SP M 30 *Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 0o bracing. 3-10: 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-11-5 except Qt=length) 7=Mechanical, 5=Mechanical. (Ib) - Max Horz 2=264(LC 8) Max Uplift All uplift 100lb or less aljoint(s) except 2= 384(LC 8), 3=-404(LC 5), 7=-145(LC 8), 5=-213(LC 8) Max Grav All reactions 250 Ib or less at joint(s) except 2=308(LC 13), 3=378(LC 1). 7=265(LC 1), 5=279(LC 1), 2=304(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 Ob) or less except when shown. TOP CHORD 3-15=446/154, 4-15=-370/139 BOT CHORD B-18= 420/617, 7-18=420/617 WEBS 4-7=-668/455,3-9=-298/424 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsi; h=18f1; B=45f; L=24f1; eave=4lh, Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directionap; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chortl and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 384 lb uplift at Joint 2, 404 lb uplift at Joint 3,145 lb uplift at joint 7, 213 lb uplift at joint 5 and 3B4 lb uplift at joint 2. 6)'Seml-rigid pitchbreaks Including heels' Member end fixity, model was used In the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided suit clent to support concentrated load(s) 7lb down and 1351b up at 1-4-9, and 58 to down and 189111 up at 4-2-8 on top chord, and 8lb doom and 19lb up at 1-1-1, 161 lb up at 1-5-5, 241b up at 3-11-0, 37 lb down and 14lb up at 4-2-8. 57 lb down and 79lb up at 6.8-15, and 77 lb down and 62 Ib up at 7-0-7, and 47lb down and 55 lb up at 9-10-1 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) 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 (pit) Vert: 1-3=-70, 3-14=-70, 9-10=-20, 6-8- 20 Concentrated Loads (Ib) Vert: 3=-3(B) 10= 8(B) 7= 47(F)15= 58(B) 16=103(F) 17= 14(F=12, B=-26) 18=-135(F=-57, B=-77) A �•�,`'��' �•� G E N `SF•' 9�i No 39380 --,1- itc :OR\V•'' Cl,� Thomas A Albanl PE No.39380 MITek USA, Inc. FL Cart 6634 69M Parke East Blvd. Tampa FL 33610 Date: December 28,2015 A WARNING -Verity design parameters end READ NOTES ON THIS AND INCLUDED Mf KBEFERANCE PAGEMg-7473 rev. IDXG,2015BEFOREUSE �■� Deskglvdld foruseoNyWilt N4lek®cronnectors. iNsdeslgn hbasedonlyupon paometersshovm. antlhlor an BxllAdual Wilding component. net t+.�i■� a trus system. Before use, Ine buid nQ designer must verily fne appllcobirn of dedgr parameters and propedy fncomorate IhGdeslgn Into the overall budIng design. Wachglntlkatedhtoprevern Wcklin9 of 01dNklual hunt bantl/or chord members oNy. Addlllonal temporaryand permanent bracng MiTek- h always required for slobllty, aMJ to prevent coluct,aa Win poescle nersonal hfr8y and propedy damage. for general g klanCe regarding Me fabrication storage, delivery, erector and bracing of trusses and truss uiak, z seeANSViPiI Quality Criteria. DSBA9 and Bar Bending Component 6904 Parke East Blvd. safety Information avdlcNe from truss Plate Inslltute, 210 N. Lee Sheet. State 312. Alexandra, VA 22314, Tampa, FL 33610 o ruses ruses ype y nena]e ]314] GRF BPECWL 1 1 Job Reference o tional ChamSers Truss, Pon Pierce, FL Hun: T.52a sr r au 2ut> vnm: /.onus Nov to euro mi 1 ex mausnes. inu, men uec ea roan: e, eura ray. , ID:R FDOlxjydrOEiWhtcExCZyFgYI-eg8igf5uYaDMfT9xGZTySTTLuE7F1 w8zy1Zzky4Pvf -2.0-0 8- 5-11-0 12-8-13 17.0-8 22.0-0 24-0-0 2-0 0 -8- 5-3.0 6-9-13 4.3.11 4-11-8 2-0-0 Scale = 1:43.1 48 = s ooF1-2 20 45 = Ig v 3x4 11 3xs = 3x6 axe = 2x3 11 -8- 5-11-0 lz-a-ta v-u-a ze-o-u -8- 5-3-0 6-9-13 4.3.11 4-11-8 Plate Offsets (XY)-- 13:0-5-8 0-3-101 14:0-5-4 0-2-01 LOADING (pall SPACING- 2-0-0 CS]. DEFL. in ODD) Well Ud PLATES GRIP 'TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(-L) 0.11 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(rL) -0.24 10-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.56 Hoa(TL) 0.03 7 n/a We BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 115111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-3-14 oc puffins. BOT CHORD 2x4 SP M 30 *Except' BOT CHORD Rigid ceiling directly applied or 6-11-4 oc bracing. 3-13: 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing WEBS 20 SP No.3 be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings ae-0. (Ib) - Max Harz 2=-146(LC 23) Max Uplift All uplift 1001b or less at joint(s) except 2= 302(LC 25), 3=-598(LC 8), 7_ 867(LC 8) Max Grav All reactions 250 lb or less at joint(s) 2,2 except 3=1418(LC 1), 7=1467(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-1590/879, 4-20= 178811018, 5-20=-1788/1018, 5-6= 1975/1042, 6-7=-2718/1371 BOT CHORD 12-21=-536/1395, 11-21=-536/1395, 11-22=-536/1395, 22-23=-536/1395, 10-23=-536/1395, 10-24= 1098/2445, 24-25— 1098/2445, 9-25= 1098/2445, 7-9= 1090/2445 WEBS 4-12= 286/247, 4-10= 181/500, 5-10=-88/456, 6-10= 740/452, 3-12=-569/1469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=1.2psf; BCDL=3.Opsf; h=18ft; B=45ft L=24ft; eave=lfC Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); camllever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 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 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at Joint 2, 598 lb uplift at Joint 3, 867 to uplift at joint 7 and 30211a uplift at Joint 2. 7) "Semi -rigid pitchbmaks including heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 68lb up at 5-11-0, and 171 lb down and 114 Ib up at 16-9-12 on top chord, and 166 lb down and 138 lb up at 5-11-0, 46 Ib down and 7 to up at 6-11-4, 46 Ib down and 7 to up at 8-11-4, 46 lb down and 711b up at 10-11-4, 46 lb down and 7lb up at 12-11-4, and 97lb down and 71 to up at 14-11-4, and 91 Ib down and 39 lb up at 16-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 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 (pit) Vert: 1-3=-70, 3-4=-70, 4-5= 70, 5-8=-70, 13-17= 20 A. SF No 39380 i (C. �OR%'D NBC &/0NAI- E�C��. Thomas A. Aff and PE No.39380 MITek USA, Inc. FL Cad 6634 6904 Paden East Blvd. Tampa FL 33610 Date: December 28,2015 WINNORM-50.slgnpa2merersand READ NOTES ON THIS AND INCLUDED MOrEKFEFENANCE PAOEM67470 rax 1a4IY2015 eEFOFEUSE Deslgn valld for use only With MilekS connectom lnls design Lt based only upon parameters shown. and Is for an Individual buldi g component, not a 1'. system. Before use, the brodi g designer must verity the oWlicabllty of design parameters and properly Incomorate ruts design Into The overall design. lndlcared is to buckling IncIMual Bus web and/or chortl members only. Addlllonal temporary and pernonent badrrg MiTeK bIDtling Hacetg prevent of 5 always required for stability and to Prevent collapse with Possole Personal Nary and POP"dana9e. For general gl4dalae regac" the fabrication, storage, delivery, erection antl bracing of fn/sesomf hussysfems, seeANSUTIP11 Quality Cr➢er, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information mu loble from Inds Rate Inshltute, 218 N. Lee Street, suite 312, AVA 22314, Ta FL 33610 '^alexondria. P . gob Truss russ type y n817e78 73147 GRF SPECIAL 1 1 Job Reference o Bonal Chambers Tmas, Foe Pierce, FL Run: 7b20 s Apr 302015 Print: 7.640 s NoV 10 2015 MITek Industries, mo. Mon 069251459:16 2015 Vage 2 ID: ROFDOhgydrOEiW htcExCZyFgYI-egeigfSuYnDMFFgxGZTy5TTLuE7F1w8ry1Zzky4Pvt LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-103(F) 12=-166(F) 6=-171(F) 9= 82(F) 21=-23(F) 22=-23(F) 23=-23(F) 24=-23(F) 25=-97(F) A WARNING- Verly doslgn Perarnstarc end READ NOTES ON THIS AND INCLUDED M/FEKAEFENANCE➢AGEM-74TJ rev. I0N3rzaIS BEFORE USE Design valMfor use only Mh MITed9 connector, this design Is based only upon parameters shown, avid Is for an lr l,Aduol Wilding component, rot a truss system. Before use. the buldng designer must vedly the applicablity of design parameters and properly Incorporate B18 design Into the overall Wlmngdesign. Bradmi Indicated is to buckling oflndMdual am web arrdlor chord members only. Addllongl temporary and bracing M!Tek' prevent permanent Is dways regdredfor staloIliy and to prevent collapse Win posl!Ae persona lYrny on,d properly detnoge. Foil general guldance regarcMg the fob lcotlon, storage, delivery. erection and beaded of bases and truss systems. seeANSI/TPI I Quality Ci teda, DSB49 and BCSI Building Component 6904 Parka East BNd. Safety Information ovdlable from Truss Plate ImIIMe. 218 N. Lee Street Sulte 312. Alekandda. VA 22314. Tampa, FL 33a10 GRG T7817679 -24-15 0.115 4-5-12 8-3-11 2-9-15 1 0-11-5 3-6-7 3-9-15 3x4 If 3u4 = 0.11-5 4-5.12 e3-11 1 0.11-5 1 3.6-7 I 3-9-15 3x4 = Scale=1:23.2 Plate Offsets(YY)- 12:0-0-12Edgel f3:0-2-50-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) I/dell Ud PLATES GRIP *TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.01 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.02 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO We 0.10 Horz(f L) -0.00 5 n1a We BCDL 10.0 Code FBC2014/rP12007 (Matdx-M) Weight: 47lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directlyapplied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30-ExcepV BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-8: 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing WEBS 2x4 Ste No.3 be Installed Outing truss erection, In accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-11-5 except 01=length) 5=1viechanical, 6=Mechanical. (Ib) - Max Horz 2=233(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 5 except 2= 472(LC 8), 3=-258(LC 5). 6=-109(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 5, 3, 6 except 2=408(LC 1). 2=408(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BOT CHORD 3-8=-264/0 WEBS 4-6=253/198 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd_132mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft', B=451t; L=244t eave=tff; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cartllever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100lb uplift aljoint(s) 5 except 61=11b) 2=472, 3=258, 6=109, 2=472. 6)'Semi-rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 161 lb up at 1-5-5, 161 lb up at 1-5-5. 37lb up at 2-8-1. 23 lb up at 4-". and 20 lb up at 5-6-0, and 11 lb down and 18lb up at 6.10-5 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) 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 (pit) Vert: 1-3=-70, 3-5=-70, 6-8=-20 Concentrated Loads (Ib) Vert: 12=206(F=103, B=103) 13=22(B) 14=11(F) 15=2(B)16= 6(F) PS1A11 EN No 39, NA� 1�C1,,,` Thomas A. Albans PE No.39380 Mfrek USA, Inc, R. Cert 6634 6904 Raft East Blvd. Tampa FL 33610 Date: December 28,2015 ® WARNINO.Vedtydosgnpar otmmdREADNOFES ON THIS AND WCLUDEDM/IEKREFERANCEPAGEM747Jmv. 1DZ]/ta159EFOREUSE Design valid for use orgy wllh Mlek®connectors. Rnlsde ign b Itcs d miy upon porometersshown. antl 6 form Indivltlual WAdPg component, net a truss system. Before nae. the WldIn g designer must vedfy the applicaUlN of design parameters and propedy Incolporale mti tlesign Into fhe overall GDNng tleslgn.Wwhg(Wkutedhtoprevenl Wcklhgotindivl tmr bond/oret rdmembenoNy. AtlNllonN tempororyotM pemranent brodng MiTOW 6ahvaysrequkedforstobeltymWtopreventcNlapsewithpomblepersonalknh+vandwoP "M mWe. For general OnJtlanca regarNnxl the tobdcotbn storage, delWry, erecibn antl bnachg of Inrssesmtl Imse systems. seeAN51/IPI16uaBly Cdteda, DSB-69 and BCSI Bugding Component 6904 Parke Eut Blvd. safety Information ovallable from truss Rate Institute, 216 N. Lee Street. Suite 312. A oxondtla VA 22314. Tampa, FL 33610 73147 neneao 4.8 = ax4 II 2a3 II 3x4 = Scala=1:16.8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in Qoc) Well L/d PLATES GRIP 'TOLL 20.0 Plate GOP DOL 1.25 TC 0.27 Vert(LL) 0.02 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.05 6-7 >999 180 BCLL 0.0 ' Rep Stress [nor NO W B 0.05 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matdx-M) Weight: 32 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or &11-0 oc puffins. BOT CHORD 2x4 SP M 30 -Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-8: 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except 01=1ength) 5=Mechanical, 6=Mechanical. (lb) - Max Horz 2=131(LC 8) Max Uplift All uplift 100 to or less atjoint(s) 6 except 5=-157(LC 4), 2= 344(LC 8), 9=-188(LC 5) Max Grav All reactions 250 lb or less atjofnl(s) 5,6 except 2=274(LC 13), 9=285(LC 1). 2=251(LC 1) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 301/147 BOT CHORD 2-9= 239/440, 3-9= 606/329 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=48; Cat II; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left and night exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Concentrated loads from layout are not present In Load Case(s): #20 1 st Dead + Roof Live (unbalanced); #21 2nd Dead + Roof Live (unbalanced); #22 3rd Dead +0.75 Roof Live (unbalanced); #234th Dead +0.75 Roof Live (unbalanced). 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0.0 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 beefing plate Capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 5=157, 2=344, 9=188, 2=344. 9)'Semi-dgid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 561b down and 144 lb up at 1-9-5, and 56 lb down and 144 Ito up at 3-11-12 on top chard, and 34 lb up at 1-9-5, and 36 Ile down and 8 lb up at 1-11-12, and 36 lb down and 8lb up at 3-11-12 on bottom chord. The designtselection of such connection device(s) Is the responsibility of others. 11) In the LOAD GASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-70, 4-5= 70, 9-10=-20, 6-8=-20 Concentrated Loads (Ib) Vert: 4>56(F) 7=-9(F)13=-56(F) 14_ 24(F) 11 OppMpsLA. G E N, • No 393 Q E�``• Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Palm East Blvd. Tampa FL 33610 Date: December 28,2015 Q wABNWG- VerNydesignparemeferaend BEADNOTES ON THIS AND WCLUDEDWEKNEFEKANCEPAGEMhT4T mr lO 01SBEFOFE USE Deslgo valld form oNy wnh MITek0 conneclom IMdeskm k bated only upon paameters mown. and Is form koivldual b ldIN component. net a inssystem. Before use, the bulldng designer must verity the appllcabnityof design parameters and proparty Incorporate iNs design Into the overdl bundingdestgn. Hachg BdlcaledlslopreventWcklingofir iM olhussweba /OrchordmembefsoNy. AddltlonoltemporaryandpermanenlbraGng MiTek' 6 dways renWred for stability and to prevent cOnapse with possele personal hlury mill Wopedy damage. For general guldance regarding Me Ia IcclIm storage, delivery, erecnon and bfod eg Of haves and Inns systems seeANSI/MiI Quality Criteria, DS849 and SCSI BunAlog Component 6904 Parke East BNB. Safety Information avanoble from Suss Nate Institute,218 N. Lee Sheol, Sulle312. Alexandria. VA 22314. Tamp., FL 33610 Mob Truss Was I ype aty Fly naneat ]314] GRI SPECIAL 1 t Job Reference (optional) Chambers Truss, Fall Pierce, FL nun: zeaD s r w 2ulb Film: f.E4u s N0V IVzuuu Mea inaueDies, iw. Mon rrec zo rr:ae: ro m u rage i ID:ROFDxjydrOEiWhtcEnCZyFgY-a2FSFL784aDxbycY3hbx1WYsOhlsj39ROFWg2cy4Pvd -2-9-15 0.11-5 2-4-10 r 2-9-15 { 0-11-5 1-5-5 Scale=1:15.1 63x4 II LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]net NO Code FBC2014/rP12007 CSI. TC 0.42 BC 0.08 W B 0.00 (Matrix-M) DEFL. in Vert(LL) 0.00 Vert(TL) 0.00 Horz(FL) 0.00 (roc) Vdefl Lid 8 >999 240 8 >999 180 5 We Na PLATES GRIP MT20 244/190 Weight: 14lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-10 oc purms. BOT CHORD 2x4 SP M 30 -Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-6: 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-11-5 except Qt=length) 4=Mechanical, 5=Mechanical. (Ib) - Max Horz 2=123(LC 8) Max Uplift All uplift 1001b or less atjoint(s) 4 except 2=-558(LC 8), 7=-117(LC 1) Max Grav All reactions 250 lb or less at joinl(s) 4, 7, 5 except 2=467(LC 1), 21167(LC 1) FORCES. (Ib) - Max CompJMax Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASGE 7-10; Vuit=170mph (3-secmnd gust) Vasd=132mph; TCDL--i.2psf; BCDL--3.Opsf; h=18ft; B115fh, L=24It; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. `%11111111 ��� $ A. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except gt=lb) `�� O�P • • • • • 2=558, 7=117, 2=558. 'Semi ,.`% 6) -rigid pllchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard No 39; "•.t0RIV•' �C .;ky&/�NA� ��C?�♦ Thomas A Albans PE No.39380 MITek USA, Inc. FL cent 6634 6904 Parke East Bad. Tampa FL 33610 Date: December28,2015 ®WARNWG.VoNydesignpammeton:onGREADNOTES ON TNISANOWGLUDEDAfREKREPERANCEPAGEMO-]4]3rev. 1M 015BEPOREUSE Deggn volld for use onlywtth MITek®conrectors. Tnlsdealm W txae l only upon parameters shown and Is form btllNclual Wilding component. not a truss system. Before use. the Wlltlpq designer must verity the applicability Of design parametersand properly incorporate Ihh design Into Inn overall lndMduol lass Additional temporary and bracing MiTek' bulldrx, design. Bracing lndlcated is to prevent WcWhg of web and/or chord members only. permanent 5 always requlmtl for stablllly and to prevent collapse Win posole personal Miry and property ciarnage. For general guidaae regarding the 6904 Porky East BNd. fabrtcotbns storage, delivery. erection antl bracing of musses end lass systems seeANSWI l Quality Criteria, DSB-69 and BCSI Budding Component Tampa. FL SW10 Safety Information avallaMe from Tans Rate Imtllute. 218 N. We Street. State 312, Alexantlria VA 22314. 73147 T79176e2 5x8 MTl SHS= 4x8 = 5 SxB MT18HS = 4x10 = 5x8 MT18HS = 46 I1 3x10 = 4x10 = 3XIO = 5x8 MT18HS = 7-0`0 11-a0 MO 22-0-0 ' 7-a0 4-a0 a0-0 7-0-0 Scale=1:42.4 ld Plate Offsets MY)-- 12:0-0-0,0-D-4114:0-4-0.0-1-13716:0-0-00.1-131.18:0-0-00-0-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (roc) Well Ud PLATES GRIP 'TCLL 20.0 Plate Gdp DOL 1.25 TC 0.78 Vert(LL) 0.40 12-13 >667 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.6711-12 >397 180 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr NO W B 0.94 Hoa(TL) 0.21 8 n/a rda BCDL 10.0 Code FBC2014/TP12007 (Matdx-M) Weight: 109 lb FT=201 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 •Except• 10-14: 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural mod sheathing directly applied or 2-3-7 oc puriins. BOT CHORD Rigid ceiling directly applied or 3-7-4 or; bracing. WEBS 1 Row at micipt 5-13,5-11 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=286410-8-0 (min. "-6), 8=2864/0-8-0 (min. 0-3-6) Max Horz 2=131(LC 7) Max Uplift 2= 1831(LC 8). 8=-1831(LC 8) FORCES. (Ib) - Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-6074/3735, 3-4o-5986/3705, 4-5=-5605/3520, 5-6= 5605/3520, 6-7=-5986/3705, 7-8= 6074/3735 BOT CHORD 2-14=-3258/5506, 13-14= 3258/5506, 13-21= 4344t7378, 12-21= 434417378, 12-22=434417378,11-22=-034477378,10-11=-3258/5506, 8-10=-3258/5506 WEBS 3-13=-347/166, 4-13-103011845. 5-13=-2306/1381, 5-12-1473/2480, 5-11— 2278/1375, 6-11=-1030/1845, 7-11=-351/170 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=181t1 B=45ft; L=249; eave=4lt; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); canfileverlefl and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcuffent 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 100 lb uplift at joint(s) except 01=11b) 2=1831,8=1831. 8) 'Semi -rigid pltchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 130 lb down and 283lb up at 7-0-0, and 187lb down and 299 lb up at 15-0-0 on top chord, and 257 lb down and 149 to up at 7.0-0, 336 lb down and 239 lb up at 9-0-0. 2014 to down and 1219 lb up at 11-0-0, and 336 lb down and 239 lb up at 13-0-0, and 2571b down and 149 lb up at 15-0-0 on bottom chord. The deslgn/selection of such connection device(s) is the responsibility of others. 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 r,EN` No33931 O R 1 Thomas A. Albanl PE Nu.39380 MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa Fl.33610 Date: December 28,2015 CAflt��IRNING+Ve„ry�eslgn pardmefery antl AEAD NOTES ON THIS AND INCLUDW AIREKREFERANCEPAGEM&UM neV. 10,11=15BEFORE USE Design valld for use oNy WIM MIT06connectors. lNsdespgn Is based oNy upon parameters stwvm, and Is form kdlvlduat buldno component, not Mat a I1t2ssyalem. Before use, the bWidirxl designer must verily the appllcab9ltyof tleslgn parameters and properly Incorporate fhb tleslgn Into the overall bua0ing design. waling kdreated is to prevent buckling of IndlvMual huss Web and/or chord members oNy. AdonlOrld temporary and pemronent lxpcing MiTeW bc�the fab C bRfstorage. dellery, creator,amd tracingoof imssesa�nd Inmsy teenn, she AN %IP�Hual>tyCrieria, DBA9ral and gal Building Component 6904 Parke East BNd. Safety Information avallable from If=Rate InsfiMe, 218 N. Lee Street Sulfa 312 Alexandra VA22314. Tarry., FL 33610 T7617662 LOAD CASE(S) Standard Uniform Loads (pit) Vert: 1-4=-70, 4-6=-70, 6-9= 70, 15-16=-20 Concentrated Loads (Ib) Vert: 4=-130(B) 6=-130(B) 13=-257(B)12=-2014 ll=-257(B)21=-336(B)22= 336(B) ®WARNING-VedlydesignpaxametemandREADNOTES ON TH69ANDINCLUDEDM KREFERANCEPAGEM-74TSme.10/08/ta15eEFOREUSE vdltlfause oNywlm MITeMe,ennectom. 4dsdedM 5bosedoNyupon paramefersstww Cnd Meson lntlNtdud W9dng component not w` Mal' a truss system. Befae use, tl e b dno designer must vedfy me appllCONRY of design parameters and properly mcorrorate mkdeslgn Into Ili overall 1ABerngdeslgn. WocingmdieWedistoprevmti kling0ftrtllvidudl01 ba Imchy dmembesoNy. Adaftondtemporaryaltlpelmaentbrocig MiTek' Edw wregdretlfastabBlNasdfopreventcdlaps lnpo$WOMrsorx9hMVantl Properlyda e. Fa geneml giidanCe regarding me fabrication, storage, delivery. erection and bracing of tmsses and Uuasystems, seeANSIfTPII Quality Cdteria, D50-69 and BCSI Building Component 004 Parke East BNE. Safety Information avdlade from truss Rate Institute, 218 N. Lee Street. SWte312. Alexandda VA 22314. TaWa, FL 33610 SPECIAL W8178W 5-7-04 11-1-IS 16-B-1 22-2-2 27-B-4 33-2-5 38-8-7 44-4-4 5-7-14 5.6.2 56.2 5-6-2 5.6-2 5-6-2 5-6-2 5-7-13 Scale=1:75.1 4x8 = 3x4 11 4x8 = Sx6 W B= 3x4 11 3x8 = 3x4 II Sx6 W B= 4.8 = 3x4 II 4x8 = 44 22 45 46 21 47 48 2049 19 50 18 51 52 53 17 54 55 56 16 15 57 148 59 60 61 73 62 63 12 A 3.6 II 6x10= 3x411 5x8MT18HS- 3x411 4x8=5x8MTIBHS=3x4 II 6x10= 3x6 II 4x8 = 5-7-14 11-1-15 16-B-1 22-2-2 27-8-0 33-2-5 a.o L7.1? Plate Offsets ()CY1-- r4:0-3-0 Edqel 18:03-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP 'TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(L-) 1.02 17 >517 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -1.74 17 >303 180 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr NO WB 0.49 Horz(TL) 0.30 12 n/a n/a BCDL 10.0 Code FBC2014)TPI2007 (Matdx-M) Weight: 4801b FT=20% LUMBER- TOPCHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 -Except' 15-19: 2x4 SP M 31 WEBS 2x4 SP No.3•Except* 1-21,3-21,3-18,6-18,6-16,9-16,9-13,11-13: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (Ill/size) 22=3576/Mechanical, 12=3671/Mechanical Max Uplift 22=-2109(LC 8), 12=-2172(LC 8) BRACING- TOPCHORD BOTCHORD FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-22=-3476/2120, 1-23=-6020/3556, 23-24=-6020/3556, 2-24=6020/3556, 2-25_ 6020/3556, 25-26=-6020/3556, 26-27= 602013556, 3-27= 6020/3556, 3-28= 12723/7517,4-28= 12723/7517,4-29= 12723f7517, 529= 12723f7517, 530=-12723/7517,3031=-12723//517,31-32=-1272ar7517,3233=-12723/7517, 6-33_ 12723/7517, 6-34— 12719/7513, 34-35— 12719/7513, 35-36= 1271917513, 7-36=-12719/7513, 7-8= 12719/7513,8-37=-12719//513,9-37= 12719f/513, 9-38=-6024/3559,38-39=-6024/3559,39.40=-6024/3559, 40-41=-6024/3559, 10-41=-6024/3559, 10-42=-6024/3559, 42-43=$024/3559, 43-44=-6024/3559, 11-44=-6024/3559, 11-12= 3546/2189 BOT CHORD 21-47=6024/10198, 47-48=-6024/10198, 20-48= 6024/10198, 2OA9=-6024/10198, 49-50=6024/10198,19-50=-6024/10198,19-51=-6024/1o19e,18-51=-6024/10198, 18-52=-8020/13573,52-53=8020/13573,53-54=-8020/13573,17-54=-8020/13573, 17-55=-8020/13573,55-56=-8020/13573,16-56=-8020/13573,16-57=-6034/10208, 15-57= 6034/10208, 15-58=-6034/10208, 14-58= 6034/10208, 14-59=6034/10208, 59-60=6034/10208, 60-61= 6034/10208, 13-61=6034/10208 WEBS 1-21 _ 3989/6754, 2-21= 735/642, 3-21= 4744/2803, 3-20=0/390, 3-18=-1695/2867, 5-18=-689/600, 6-18=-965/606, 6-17=0/399, 6-16=-969/599, 7-16=-680/591, 9-16=-1680/2851, 9-14=01391, 9-13= 4751/2810, 10-13=-733/641, 11-13— 3992/6758 Structural wood sheathing directly applied or 3-9-12 oc pudins, except end verticals. Rigid ceiling directly applied or 5-11-8 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3°) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 20 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=44ft; eave=51t', Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. No 39338880 <0R)O Thomas A, A Albans PE No.39380 MITek USA, Inc. R. Cert 6634 6904 Pak East Blvd Tampa FL 33610 Data: December 28,2015 WaN�1,�as'vV"fi On designed for a 10.ODps1 Dolton chord live load nonconament with anV other live loads. LL I e N Wgnparameters w,tl REA NOES ONTNIS ANDWLLUOEO M?EKHEFERANLEYAGEMb]d]3 roe 1NW2015 BEFOREUSE Design valid for use oNy WIh Milek®connectors. This design is based only upon parameters drown, and is for an Individual Wading componenl,not a truss system. Before use, the WId IM designer must verify the applicabilN of design parameters orw properly incomorate Ihk design Into the overall bulldigdesign. Bfw4noWn tedistop Mduall=webatw/orcndrdmemlxersoNy. Addlllonaltemporaryandlxrmanentbracug MiTek' mntWcWhgofin 6dwayaregdredWstoMitya lopmventcNlcpse WthpossRYepewndhftAyandprope0ydomage. Forgenemlgulc tceregardsgme fabrication, storage, delivery, eacllon and brachg of imsesand tmssystems, seeANS11711 Quality Criteria, DS8419 and BC3I Baed irg Component 690l Parke East BW. Safely INormaeon available from truss Rate Irelilute, 216 N. Lee Street. Suite 312, Alexandra VA U314. Taapa, FL 33610 90�-' Russ russ ype y nensa3 ]3147 GRK SPECIAL 1 2 Job Reference (optional) Chambers Truss, Fan Pierce, FL Run:7S2o s Apr 302015 Print:7.640 s Nov 102015 Mrek Induslrles,Inc. Mon Dec 2814:50:242D15 Paget ID:ROFDOIxjydrOEiW htcFxCZyFgYI-PCcjWOBvgOz5Jt4iP)dLHnoge6vT7g_KpBz`FGy4PvX NOTES- 7V This truss has been designed for alive load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except jt=1b) 22=2109. 12=2172. 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. 1'I) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 172 111 down and 194 lb up at 1-9-12, 172 Ib down and 194111 up at 3-9-12, 172111 down and 194 Ib up at 5-9-12, 172111 down and 194 lb up at 7-9-12, 172 Ib down and 194 lb up at 9-9-12, 172 Ib down and 194111 up at 11-9-12, 172 lb down and 194 lb up at 13-9-12, 172 Ib down and 194 to up at 15-9-12,172 Ib down and 194111 up at 17-9-12, 172111 down and 194 lb up at 19-9-12, 172 Ib down and 194 III up at 21-9-12, 172 Ib down and 194111 up at 23-9-12,172 lb down and 194 lb up at 25-9-12, 172111 down and 194 lb up at 27-9-12, 172 Ib down and 194 lb up at 29-9-12. 172 le down end 194 lb up at 31-9-12. 172 lb down and 194 Ib up at 33-9-12, 172111 down and 194 lb up at 35-9-12, 172 Ib down and 194111 up at 37-9-12, 172 Ib down and 194 lb up at 39-9-12, and 172 Ib down and 194111 up at 41-9-12, and 172111 down and 194 lb up at 43-9-12 on top chord, and 64111 down and 4In up at 1-9-12. 64111 down and 4lb up at 3-9-12, 64 Ib down and 4 Ib up at 5-9-12, 64 lb down and 4lb up at 7-9-12, 64 lb down and 4 Ib up at 9-9-12, 641b down and 4 Ib up at 11-9-12, 64 Ib tlown and 4lb up at 13-9-12, 641b tlown and 4lb up at 15-9-12, 641b tlown and 4 Ib up at 17-9-12, 64 Ib down and 4lb up at 19-9-12, 641b down and 4 Ib up at 21-9-12, 64 lb down and 4 lb up at 23-9-12, 64111 down and 41b up at 25-9-12, 64 Ib down and 4 lb up at 27-9-12, 64 Ib down and 4111 up at 29-9-12, 64111 down and 4 Ib up at 31-9-12, 64 Ib down and 4lb up at 33-9-12, 64111 down and 4lb up at 35-9-12, 64 Ib down antl 4111 up at 37-9-12, 64 lb down and 4lb up at 39-9-12, and 64111 down and 4lb up at 41-9-12, and 64111 down and 4111 up at 43-9-12 on bottom chord. The desigNselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-11=-70,12-22- 20 Concentrated Loads (lb) Vert: 4-110(F) 21= 39(F) 2-1 10(F) 7-1 10(F) 16= 39(F) 8= 110(F) 23-11Off) 24= 110(F) 25- 110(F) 27-110(F) 28=-11 O(F) 29= 11 O(F) 30= 110(F) 32=-11 O(F) 33=-110(F) 34=-11 O(F) 35-110(F) 37-11 Og) 38-11 O(F) 39-110(F) 41-11DIP) 42=-110(F) 43= 11 O(F) 44= 110(F) 45=39(F) 46=39(F) 47=39(F) 48=39(F) 49=-39(F) 50=39(F) 51= 39(F) 52=-39(F) 53= 39(F) 54= 39(F) 55= 39(F) 56=-39(F) 57= 39(F) 58=39(F) 59= 39(F) 60= 39(F) 61=39(Fj 62= 39(F) 63=39(F) 64=-39(F) A WARNING -Verify design pammeta. and READ NOTES ON THIS AND INCLUDED MDEK REFERANCE PAGE MIF]4]3 rev. 10N32o1S BEFORE USE Design valid for use only with Ml connectors. INS design b based only upon Parameters snows, and is for an individual building component. not a truss system. Before use, live building designer must vedly flee applicability of design parameters and properly Incorporate ft design Into the overall bMf➢ngdeslgn. 0achglndlr-atedhto WtNNg OtlndNltlual tlussweb antl/orcMrtlmembersoNy. AtlNflolwltemporaryandpevmanembracing MiTek' prevent h always requhecl far staNIty and to prevent collapse vlllh possbe personal hary and property clanage. For general guidance regarding the fabrlcofcn, storage. delivery, erection and bracing of fusses and font systems, seeANS1171I Qualily criteria, DSB-89 and SC51 Building Component 6904 Parke East Blvd. Tampa, FL 33610 Solely Information mailable tom truss Rate InsliMe. 218 N. Lee Sheet, 6ulte 312, Alexandria, VA 22314. ob Twss russ ype y 617884 ]314] GAL SPECIAL 2 1 Job Reference o Bonal Chambers Truss, Pon Pierce, FL Run: ii LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Ven(LL) -0.03 6-7 >999 240 •TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(rL) -0.10 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO We 0.24 Horz(TL) 0.01 6 Na n/a BCDL 10.0 Coale FBC2014/TP12007 (Matdx-M) LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 6=356/Mechanical, 2=477/0-8-0 (min. 0-1-8) Max Horz 2=262(LC 8) Max Uplift 6= 219(LC 8). 2=356(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-612/193, 3-4=-552/196 BOT CHORD 2-8=-302/527, 7-8=3081552, 6-7= 3181563 WEBS 4-6=581/328 3x4 II Scale=1:21.0 PLATES GRIP MT20 244/190 Weight: 441b FT=20% Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft•, B=45ft; L=24f ; eave=4f ; Cal II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psl on the bottom choral In all areas where a rectangle 3-&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 100 lb uplift at joint(s) except Ol=lb) 6=219, 2=356. 7)'Semi-rigid pitchbreaks including heels' Member end ftldty model was used in the analysis and design of this truss. 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 691b down and 1081b up at 2-6-4 on top chord, and 561b up at 2-6-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) 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 (plf) Vert: 1-3=-70, 3-4=-70, 4-5=70, 6-9=-20 Concentrated Loads (Ib) Vert: 3=67(F) 8=41(F) pop,S A E NSA• 92i No 39380, 41 Thomas A Nbanl PE No.39380 MfTek USA, Inc. FL Geri 6634 6904 Parke East Blvd. Tampa R.33610 Date: December 28,2015 ®WARNING- vedlydassm Pommeteasad READNOTESON TNISANOWCLUDEDWEKREFERANCEPAGEMA74YJmv. 1ND3V2015BEFOREUSE *� Design Vdltl fwuse only wlln NJlek®connectors. lNsdasM 5 based only upon parameters shown. anal is form lndlNNwl WOUM component. net F■.�Y® a trusesystem. Before use. the WlldW deslgner must vedtyfw applicaUltyof design parameters anal propedy hoomorate Ito desgn Into the overall blichngdesign. Wachgindcat lopteveni WckligoflW tluaitn weband/orctardmemb moNy. Addliondtempaayandpennanentbracing MOW Is dways mcruretl for stability and to prevent collapse with poss@Ie personal hkay and property damage. For geneal gdtlance regadrx3 the fabrication, storage, delivery, emcflon anal bracing of fmsses and truss mfems. seaAN51/IPI1 Quality Cdtada, DS849 and BCSI Building Component 6904 Parke East Blvd. safety Information ovdlable from TrussPlate InsBMe.218 N. Lee Street. Sulte 312, Alexandria. VA 22314, Tempe, FL 33610 a Nay Iruss type ty Ply T701]B85 ]3147 GRIM SPECIAL 1 i Job Reference (optional) Chambers Truss, Fort Pierce, FL 41A = i nun: F.M11111 13 3.6 = 6xio = Scale =1:30,8 Plate Offsets (X Y)-- 12'0-5-5 0-0-141 f3:0-5-8 0-2-01 15:"-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(L-) 0.12 7-8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.21 8-11 >921 180 BCLL 0.0 ' Rep Stress Incr NO We 0.66 HDrz(TL) 0.06 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 92 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc pudins, except end verticals. BOT CHORD Rigid calling directly applied or 5-3-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2=1581/0-8-0 (min. 0-1-14), 12=180atmechanical Max Horz 2=267(LC 21) Max Uplift 2= 1059(LC 8), 12=-1320(LC 5) FORCES. (Ib) - Max. Comp -/Max. Ten. -Aft forces 250 (I e) or less except when shown. TOP CHORD 2-3=-3057/1851, 3-4-2084/1371, 4-13— 2084/1371, 5-13=-2084/1371, 6.9= 305/331, 5-9= 305/331 BOT CHORD 2-14= 1767/2745, 8-14= 1767/2745, 8-15=-18052808, 15-16=-1805/2808, 7-16_ 1805/2808 WEBS M-743/1263, 3-7= 868/549,4-7=-482(458,5-7=-1463/2258 NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL--3.Opsf, h=1811; B=45ft; L=24ft; eave=4ft; Cal. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever leftand right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 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 alive load of 20.Opsf on the bottom chord In all areas where a rectangle 3-&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 100 lb uplift at joint(s) except (jl=11b) 2=1059,12=1320. 7)'Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1851b down and 198 lb up at 11-8-4, and 194 to down and 193 lb up at 13-8-4 on lop chord, and 601 Ib down and 4381b up at 6-7-12, 359 lb down and 2451b up at 8-2-0, 3351b down and 2451b up at 9-8-4, 66 Ile down and 3lb up at 11-8-4, and 95 lb down and 56 lb up at 13-8-4, and 2331b down and 281 Ile up at 15-5-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 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 (plo Vert: 1-3=-70, 3-5=-70, 2-6= 20 J��pMPg� A No 39: •:OR% %% Thomas A Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 28,2015 CFVIt��I&�IN(i-'Va��y design pnrsmerers anCREAD NOTE50NTNI5ANDWCLUOEDUITEKREFERANCEPAGEM 74]3mv. fOro ISBEFORE USE. !►Design �■� valld for use odywlih MiTek® connectors. "cleslm Is based ONy upon parameter shown. and Is form IntlMdud bu6ding component. not Fa.QY{a o inns system. Before use. the bulialrg designer must verity the applicability of design parameters arxi property klcomorate this design Into Inc, overall bWtlingdeslgn, aachglndka htopreventb MlWofl Mdu lnrsweband/orchordmemb mrs y. AddtoN temporaryandll amnt rMIW MiTeK h always required for stability onal to prevent collapse with posbep Wnal hfuy and property carnage. For general gridaroe regarr9rg the fats1coh t storage, delivery, erecfloa and bracing of hushes Cod inns Systems. socANSI/tPll BuaOty Criteria, OSB-89 and SCSI Building Component 6904 Parke East BNd. Safety Information avolable from Truss Rare InsBrute. 218 N. Lee Sheet. Suite 312. MexarWrio, VA 22314. Tang9, FL 33610 o 1 russ I russ I ype y M17885 73147 GPM SPECIAL 1 1 Job Reference o BOnal Chambers Truss, Fort Pierce. FL Fnn:7.620 S Agf 302015 PnnL 7.640 5 N W 10 2a15 M I eK In0u5tr18S, Inc. Man ue0 2tl la:DV:[ ZmD Yag.2 ID:ROFDOIxjydrOEiW htcExCZyFgYI-tPA5jkCXRk5yxlfuzfDag7LzTW E5s1 ST1 dYoiy4PvW LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 6=-223(B) 4=-113(B) 7=-43(B) 13=-105(B) 14— 594(B) 15_ 359(B) 16=-335(B) 17-79(B) ® WARNING -VedlFdes/gmpaxamet0Mand READ NOMON7MSAND INCLUDED MITEKREFERAMCEPAGEMII.7473rev. 10N3¢016EEFORE USE �■� Design Valltl for use only MM MBek connectors.lhb design b based only upon parametelsdwVm, and is form individual Wgdfxl component,not [■.�Y� a Iruss system. Before use, the bWidap designer must Verify the applicability ofdesign parameters and properly hcorp rate Mis design Into the overall bWtlingdeagn. Wactngindicatedbtopreventb kIlWOfind$Adualtru band/orctnrdmembemordy. Addlilonal temporary and permanent braGng MiTek' bdWOa re Umdforslab6ltyandtoprevenlcot1ap MthpossUepelsorlWhllayarltlpropertydamage. Forgeneralgrddanceregardhomia 6904 Parke East Blvd. fabricalm, storage. delivery, erection and bracing of tnlsesantl truss systemz seeANSURII GuaBN CrBetla, DSB-89 and SCSI Mding Component Tanga. FL 33610 Safety Information ovdlcble from buss Rate Institute, 218 N. Lee Street, SWte312. Alexandria, VA22314. M17886 3x4 II ii Beale = 1:21.0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in ODD) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.05 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.15 6-7 >733 180 BOLL 0.0 ' Rep Stress Incr NO WB 0.42 Hoa(TL) 0.01 6 Na rVa BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 44 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 6=614/Mechanical, 2=446/0-8-0 (min. 0-1 -8) Max Horz 2=262(LC 8) Max Uplift 6=-418(LC 8), 2= 375(LC 8) Max Grav 6=661(LC 28), 2=565(LC 28) FORCES. (lb) - Max. Comp_fMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-877/293, 3-4=-820/284 BOT CHORD 2-8=-365/791, 7-8=-376/839, 6-7=J88/851 WEBS 3-8= 96/294, 4-6— 865/394 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid calling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psG BCDL=3.Opsf; h=18ff, B=45Q; L=241F eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent Water ponding. 3) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed lot a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-CYO tall by 2-0-0 vide will lit 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 100lb uplift at joint(s) except Qt=lb) 6=418, 2=375. 7)'Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 1731b up at 2-0-0, and 167 lb down and 201 lb up at 8-10-4 on top chord, and 127 lb down and 120lb up at 2-0-0, and 248 lb down and 149 Ib up at 8-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 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 Uve (balanced): Lumber Incease=1.25, Plate Increase=1.25 Uniform Loads (plc) Vert: 1-3=-70, 3-4= 70, 4-5=-70, 6-9=-20 Concentrated Loads (lb) Vert: 3=74(F) 5=-54(F) 6= 205(F) 8=65(F) �`•`��; v�OENSF 92i No 3938 . _ ;OR1Q. ONAI-E Thomas A. Albanl PE No.39380 MiTek USA, Inc. Fl. Cert 66M 6904 Padre East Blvd. Tampa FL 33610 Date; December 28,2015 Q WARNING-Vedy Cos/gnparaeretnrsard REAUNOTESON THIS AND INCLUDED MITEKNEFEFANCE PAGE M674nnn, 10/O.aAN)IS BEFORE USE �■R' Deslgi valW for use Day wflh Nufel connectors. this desrgn Is based only upon parameters shown. and is for an kWlNdud buedng component. net a it=system. Wore use, the Wising designer must velly the omIlCablby, of design parameters and ao,oefly Incorporate this design Into the overall buedngdesign. BracbgIr4actedistoprevent WcWMoflodlvldualimsweband/or chord members only, Atldllioraltemporaryandpermanentbracing MiTek' 6 dways required for stabl111y and to prevent collapse wpm possible personal bhay and property damage. For general guidance regarding the fabacalbrt storage, delivery, erection and bmcng of Uuses and Inns system; seeANSI/TPII Quality C41erta, DS849 ar d SCSI BulkBng Component 6904 Parke East Bird. Solely Information available from Thus Rate Institute, 216 N. Les Street, sute312. Alexantlao. VA 22314. TaW a, FL 93S10 ijob Truss 1russ type y nenea7 ]314] GRN1 SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL Run: 7.62D s Appr� 3D 2015 Print: 7.6405 Noy 1D 2D15 Wax Induahies, Ix. Mon Dec 2814:59:26 2015 Pagel ID:ROFDOuyydrOEiWhtcExCZyFgYI-LbkUx4D9C1EpZBE4XMkpMCtF9whgbc4cGVS5Kgy4PvV -2-0-0 2.0-0 4-0-0 9-0-0 2-0-0 2.0.0 2-0-0 5-00 ii LOADING I TCLL 20.0 'TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 3x4 It Scale=1:21.0 SPACING- 2-0-0 CSI. DEFL, in floc) Wall Ud PLATES GRIP Plate Gap DOL 1.25 TC 0.31 Vert(LL) 0.05 6-7 >999 240 MT20 2441190 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.15 6-7 >733 180 Rep Stress [nor NO W B 0.32 Horz(TL) 0.01 6 n/a Na Code FBC2014/TPI2, (Matrix-M) Weight: 44 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation aude. REACTIONS. (Ib/size) 6=355/Mechantcal, 2=446/0-8-0 (min. 0-1-8) Max Horz 2=262(LC 8) Max Uplift 6= 225(LC 8), 2=375(LC 8) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-666/245, 3-4=-615/240 BOT CHORD 2-8=-351/571, 7-8=367/615, 6-7= 382/636 WEBS 3-8=-96/276,4-6= 646/388 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL--4.2psf; BCDL=3.Opsf; h=18ft; B=45tt; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate gap DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 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 100 lb uplift at joint(s) except QL--Ib) 6=225,2=375. 7) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 671b down and 135 lb up at 2-0-0 on lop chord, and 89 lb up at 2-0-0 on bottom chord. The designiselection of such connection device(s) is the responsibility of others. 9) 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+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-70, 3-0=-70, 4-5=-70, 6-9=-20 Concentrated Loads (Ib) Vert: 3=74(B)8=65(B) . ;' Ci �SS��NA � E. `%• Thomas A. Albanl PE No.39380 MlTek USA, Inc. FL cent 6634 6904 Paden East Blvd. Tampa R.33610 Date: December 28,2015 QWARNWG-Vedlydesignpar atem=dREADNOTES ON MIS ANDWCLUDEDM?EKREFEMNCEPAGEM/F74YJmv. rOAYLOIS BEFORE USE R Di valka for use ornywtth MITelc8connecton, lNsdeslgn hbasedonlyupon Parameters stwwn. and is for an lndMducl Watling component not {`� a Inns system. Before use, the burding desloner must verify the applicaUlty of design parameters aria properly Incorporate Ihts design Into the overall bUldingdedgn. Brmhglt>dlcatetl toVeventWCHingofWNltlualirussweband/orctwrdmemb mody. Atldlllonaltemporaryantlpermanenlbraceg MiTeK halways recurred for stadllyand to prevent collapse with porble personal hllury and prooeay damage. Fw genera gWdance re9arc&g the fatxlcafbrt storage, dellwW. erec and bracing of tnntea and lm mtem%s ANSI/1PI1 r]uaatyCdteda, DSe-09 and BCSI augding Component 6904 Parke East Blvd. Safety Information available from Inns Rate Instllute, 218 N. Lee Slreet Sulte312. Alexonarl" VA22314. Tarrya, FL 33610 MONOTRUSS T78178M 3x4 = Scale =1A8.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in OGG) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Velft: 0.12 3-6 >674 240 MT20 244/190 •TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.20 3-6 >402 180 BCLL 0.0 ' Rep Stress Incr NO WD 0.00 Hoa(TL) 0.01 1 n1a Na BCDL 10.0 Code FBC2014/IPI2007 (Matrix-M) Weight: 22 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD REACTIONS. (lb/size) 1=379/0-8-0 (min. 0-1-8), 2=175/Mechanical, 3=99/Mechanical Max Horz 1=180(LC 24) Max Uplift 1=-215(LC 8), 2=-161(LC 8), 3=-36(LC 8) Max Grav 1=452(LC 28), 2=186(LC 28), 3=123(LC 3) FORCES. (Ib) - Max CompJMax. Ten. -Ali forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 5-8-12 oc puffins Rigid celling Directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL—w'.Opsf, h=18ft; B=45ft; L=24ft; eave--4tt; Cat. II; Exg C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except QtJb) 1=215, 2=161. 6) "Semi -rigid pltchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 150 Ib down and 119 Ib up at 2-7-0, and 101 Ito down and 91 Ito up at 3-1-13 on top chord, and 83111 down and 731b up at 2-7.0, and 39111 down and 32lb up at 3-1-13, and 126 lb down and 117 lb up at 3-5-8 on bottom chord. The designtselection of such connection device(s) Is the - responsibility of others. 8) 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 +Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-70, 3-4=-20 Concentrated Loads (lb) Vert: 7=63(B) 8=3(B) 9=38(B) 10= 14(B) 11= 126 p'OPS' A r:44 v G E N SF No3939380 �:•� i 0 R IV S ONAI ►la � Thames A. Alberti PE No.39380 MITek USA, Inc. A. Cert 6634 6904 Parke East Blvd. Tampa R.33610 Date: December 28,2015 ®WARNING -V1d1y Ees/gnparamat...ad READ NOTES ON MIS AND INCLUDED MDEKREFERANCE PAGE MI474M., 10=U715 BEFORE USE De5lmvalid foruseoNy Wth MireWconneclors. lNsdesign bbasedorlyupon parameters shoum,ank form lncilvdual butidng component,not �R r■� a tam system. Before use, the buildrg designer must verify the appllcabelty of design parameters and Ixoperly Incorporate this design Into the overall buYtltigdeslgn. fx ahgadlcdedlstopreventbuckllrgofindivklualfmsswebmd/or chordmembersonly. Addtlontemporarymdpeanonealixming MiTek' Is always regWsetl for stab9ity and to prevent collapse Win posmle person blury and properly damage. For genera gWtlance regarmrg are Idxkalkm. starve, delNery, erectlm and bradrg of trusses Ond Ins systems, saaAN51/TPII Quality Criteria, DS849 and aCSI OuOding Component 6904 Perk. East BNd. Safety Information ovdlode from Tres Plate Institute, 218 N. Lee Streel. Sulte 312. Alexandria, VA 22314. Taapa, FL 33610 oI was I toss I ype y 817889 73147 GRP MONOTRUSS 1 1 Job Reference(optional) Chamfers Truss, Fall Plame, FL Run: 7.620 s %F3D 2015 Print 7.640 s NW 10 2015 MIT66Ina Ustrie5. Ina. Mop pea 2a 145927 L015 Page l I D:ROFDOIxjydrOEiW hlcEZCZyFgY1-gnlsSQEnyLMgALoH44F2v00RC K52K8OmV9Bfsby4PvU Scale=1:11.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Doc) Vdefl Ud PLATES GRIP •TOLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(L-) 0.00 7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(rL) -0.00 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n1a We BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: ll lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD REACTIONS. (lb/size) 3=67/Mechanical, 2=466/0-8-0 (min. 0-1-8), 4=34/Mechanical Max Horz 2=146(LC 8) Max Uplift 3= 49(LC 8), 2=-407(LC 8), 4= 12(LC 5) Max Grav 3=68(LC 25). 2=466(LC 1). 4=41(LC 3) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 2-7-0 oc puffins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Volt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psh, h=18fh B115ft; L=24f1; eave=4ft; Cat II; Exp C; Encl., GCpi=O.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 4 except (jt=1b) 2=407. 6)'Semi-rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. 7) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 2031b down and 169 lb up at 0-9-4 on bottom chord. The desigNselectlon of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the buss 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 (pit) Vert: 1-3— 70, 4-5=-20 Concentrated Loads (Ib) Vert: 7=-203(B) No 39; 4 0 R oN ONAA , Thomas A Allied PE No.39380 MITek UK Inc. A. Cert 6634 6904 Pafke East Blvd. Tampa FL 33610 Date: December 28,2015 A WARNING. Verlydeagnparemeferseed READ NOTES OUT IS AND WCLUDEDMREKREFERANCE PAGE M&74M ev. 101102015SE ORE USE Design valid for use oNyWffi MlTek®connectors. Thlsdesm tsbasedonlyupon pmameterssrown, and is form lWMdual buOding component not a ftu s system. Before use, tine builclng designer must verify Ire appllcabnlN of design parameters antl property Incorporate trh design Into the overall /orchordmemb moNy. Atl<lltlomltempororyontlpermanentbracng MiTek' huadrxicau . aachg9ldl WedlslopreveniWcMigoflntllvldualtnssweba hdwaysregW fmstcUlNandlopreventcollq WthpossUeperson Mtn yandproperlydasnage. Forgenerdgddonceregardingthe fabrk;atbrtstorage, delivery. erectionmal bracing or IIUiSDaafld Innssystems soaANSI/IPII Nudity Criteria, DSB49 and BCSI BuOding Component 6904 Parke East Blvd. Safety Information avdlabie from Truss Plate Institute, 218 N. Lea Street, Suite 312 AlexarWrto, VA 22314. Tampa, FL 33610 'JOD I mss Inusslype y T7817890 73147 GRQ HIP 1 1 Job Reference (optional) clambers Truss, Fort Pierce. FL Run: 4x4 = 15 4x4 = Scale =1:24.8 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. In 00c) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.22 V.n(LL) -0.02 7-8 >999 240 MT20 2441190 TCOL 15.0 Lumber DOL 1.25 BC 0.13 Vert(rL) -0.03 7-8 >999 180 BCLL 0.0 ' Rep Suess [nor NO We 0.04 Horz(TL) 0.01 5 n/a r/a BCOL 10.0 Code FBC2014/TP]2007 (Matrix-M) Weight: 38111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=488/0-8-0 (min. 0-1-8), 5=488/0-8-0 (min. 0-1-8) Max Harz 2=73(LC 31) Max Uplift 2=-373(LC 8). 5=-373(LC 8) Max Grav 2=557(LC 36). 5=557(LC 37) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) orless except when shown. TOP CHORD 2-3=-755/300, 3-15=-680/260, 4-15_ 680/260, 4-5=-755/298 BOT CHORD 2-8= 278/777, 8-16=-2751790, 7-16=-275f/90, 5-7=-2751778 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst h=1811; B=451t; L=24ft; eave=oft; Cal. 11; F_xp C; Encl., GCpj=0.18; MW FRS (directions]); cantilever left and light exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in at I areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except QUb) 2=373, 5=373. 7)'Semi-rigid pitchbreaks including heels' Member end fWty model was used In the analysis and design of this truss. 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 274111 down and 172 Ib up at 3-0-0, and 110 lb down and 81 lb up at 4-7-0, and 2741b down and 172 Ib up at 6-2-0 on top chord, and 98 lb down and 56lb up at 3-0-0, and 26111 down and 14 lb up at 4-7-0. and 981b down and 56 Ib up at 6-1-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) 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 (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 9-12=-20 Concentrated Loads (Ib) Vert: 3=42(B) 4=42(B) 8=24(B) 7=24(B) 15=7(B) 16= 1(0) E N No 39380.E 'oNAill , 01 Thaltzs A. Alhxnt PE No.39380 Mfrek USA, Inc, FL Ceff 6634 6904 Parke East Blvd. Tampa R. 33610 Date: December 28,2015 QWARNING- Verllydeclgnparametemand READNOTES ON TMANDWCLUDEOMaEKREFERANLEPAGEMII-74TJme. ideiQ015 BEFORE USE ceslgnvdid foruse orgy Win Mltel,Dconnectors. This design is banssedohiyupon porametersshow and is form tndM WOdlrgoomponent,not �R p`� a nusystem. Before use. the w1c9ng deslgiler must verify the oppllcabllty, of tleslgn parameters antl properly Incorporate Ihhdeslen Into the overall bWtlNedestgn.Bracig Indicated is to prevent Wckling OflndMdual musweb onalo, chord members oNy. AddllonaltemporaryandpermanenibracIng MITek' har o required for stability and to prevent collapse with posble peFond Injury and property damage. For general guidance Wwdrg fine foloicalkm, storage, delivery, erection and bracing of trusses and Imss systems sesAN31/TPII Cualty Criteria, OSB-89 and BCSI Boning Component 6904 Perks East Blvd, Safety Information avdlabie from truss Rate Institute, 218 N. Lee Street, Stile 312. Alexandria, VA 22314. T.Ws, FL 33610 73147 IGRR ISPECIAL T7817891 6xlo MT11 0-11-0 4-6-4 8-1-4 9-0.8 0-11-4 3-7-0 i 3-7-0 0 11 4 3x6 11 2x3 11 3x6 t 3x4 = Scale=1:23.2 1 Sx4 = 2 13 3 14 4 5 12 3x6 11 NHS= A 63), MT18HS= 10 Sxe MT18HS I I '® Sx8 MT18HS I1 LOADING (pst) TOLL 20.0 TCDL 15.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Strass [nor NO Code FBC2014/iPI2007 CSI. TO 0.46 BC 0.76 W B 0.40 (Matrix-M) DEFL. in Ven(LL) 0.28 Vert(TL) -0.37 Horz(TL) 0.18 Qoc) Udell L/d 9 >377 240 9 >286 180 6 n/a n/a PLATES GRIP MT20 244/190 MT18HS 2441190 Weight: 51 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 2x4 SP M 30 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ulde. REACTIONS. (Ib/size) 12=1053/0-7-4 (min.0-1-8), 6=1053/0-7-4 (min.0-1-8) Max Uplift 12=-930(LC 4), 6= 930(LC 4) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 fib) or less except when shown. TOP CHORD 1-12=-622/567, 1-2= 536/462, 2-13=-449/380, 3-13= 449/380, 3-14— 449/380, 4-14=449/3BO, 4-5=-536/462, 5-6=-622/567 BOT CHORD 10-11=-183/264, 2-1 1=-1 069/976, 9-10=-380/449, 8-9=-380/449, 7-8= 183/264, 4-7= 1059/975 WEBS 1-11= 90211050, 3-9=391/408, 5-7= 902/1050 NOTES- 1) Wind: ASCE 7-10; Vu1t=170mph (3-second gust) Vasd=132ni TCDL=4.2psf; BCDL=3.OpsF h=1Sit; B=45f; L=24ft; eave=4K; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS left Lumber DOL=1.60 DOL=1.60 ���5� A (directional); Cantilever and right exposed; plate grip 2) Provide adequate drainage to prevent water ponding. `�� , Abe j, 3) All plates are MT20 plates unless otherwise indicated. `,� O �� .�. ........ E N S •• -9 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. • �� '� : •.` (.`••. �j 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 •• No 39381. will fit between the bottom chord and any other members. _y 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100111 uplift atjoint(s) except 0t=lb) 12=930, 6=930. 7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. -13 • 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 288 lb down and 371111 up at 1-1-1, 24711b down and 313 to up at 3-0-0, 247 to down and 313 to up at 4-6-4, and 247111 down and 313 Ib up at 6-0-8, and 288111 �• . down and 371 Ib up at 7-11-7 on top chord. The design/selection of such connection device(s) is the responsibility of others. 1) Dead Live Lumber Increase=1.25, Plate Increase=125 ndard���Jsl iitC '•(OR.LOAO••' /ONA� %UnIform ` +Roof (balanced): Vert: 1-5=-70, 11-12=-20, 8-10=-20, 6-7=-20 Thomas A. Albatll PE ND.39380 Concentrated Loads (III) MRek USA, Inc. FLCarl6634 Vert: 2= 288 4= 288 3= 247 13=-247 14= 247 6904 Parke East Blvd. Tampa R. 33610 Date: December 28,2015 Q WARNING -VeNfydes/gn pwametem and READ NOTES ON THISANDIMCLUDED MIFEKREFERANCERAGEM0.74" rev. 1ON3Q•15BEFOREUSE. DesiWtvalyd foruseo ywith MireMconnectors. Th design Is basedoNyupon parametersshown,andIsfor on IncrAcUd buldillg component not ��• a Inns system. Before use, the bWldlrsg designer must vellty, the oppllcaMify, of design parameters and properly Incorporate this design Into the overall bu9dmgdeslgn. WwtngindlcatedistopreventWcHlr ofindivlduallmsswebandlwctwrdmembemody.Addiliolwitempor Wmdpermanentbracing M1Tek• Is always required for stobaity and to prevent collapse with possaNe personal blury and property damage. For general guldatrce re0arc9rg ese fabfcalloa storage. dellvm, erection and bracing of tnlssesand torn system%seeA slRPil Huaaty Criteria. DSB-89 and SCSI 6ullding Component 6904 Parke East BNd. S slety Intorm ition ovollable, horn Truss Rate Institute. 218 N. Lee Sheet, Wife 312, Atexcmcda VAM14. Tampa, FL 33510 o uss russ ype ry y V817892 73147 GRT SPECIAL 4 1 Job Reference (liptuireaff Chambers Trues. Fort Pierce, FL Run: 7.6201iAAppt 30 2015 Prink 7.640 S Nov 102015 MRek Industries, Inc. Mon Dec 2814:59:29 2015 Page l ID:ROFDOIxjydrOEiW htcExCZyPgYI-mAOcZ6F2UycNOeyfCVIW_rVns7kwo2z3yTglxUy4PvS 2- 2-5-8 4-4-4 5 12 r0-1 4 2-0-4 1-10-12 0-&8 Scale=1:24.9 6x8 = 2x3 II 3x4 II 2 3 468=5 10 9 8 3 41 II 2xd 11 3x4 II a5-0, 2-58 4-43 %%-e12 'a2. s1 1-1n-12 -s Plate Offsets MY)— f2:0-3-8,0-3-01 (psf) SPACING- 2-0-0 CS]. DEFL. in Qoc) Wall Ud PLATES GRIP _LOADING TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(L-) 0.02 9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.03 9 >999 180 BCLL 0.0 Rep Stress [net NO WB 0.06 Horz(TL) 0.01 6 nta n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 36 In FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 `Except` 2-10,4-8: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-12 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-11. MITek recommends that Stabilizers and required cross bracing be installed during Russ erection, in accordance with Stabilizer Installation oulde. REACTIONS. (I ilsize) 6-4/0-8-0 (min. 0-1-8), 7=93810-8-0 (min. 0-1-8), 11=690/0-5-4 (min. 0-1-8) Max Uplift 6=-28(LC 18), 7=-660(LC 4), l l=-649(LC 4) Max Grav 6=21(LC 6), 7=938(LO 1), 11=690(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (to) or less except when shown. BOT CHORD 2-11= 562/575, 4-7= 811/591 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft B115ff; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 pad 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 fit between the bottom chord and any other members. 5) Bearing at joint(s) 11 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verily rapacity of bearing surface. 6) Provide mechanical connection (by others) of Russ to bearing plate capable of withstanding 100 lb uplift atjoint(s) 6 except (jt=lb) 7=660, 11=649. 7) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2881b down and 368 Ito up at 0-7-0, and 502 lb down and 405111 up at 2-5.8, and 486 lb down and 435111 up at 4-4-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=-70, 8-10=-20, 6-7= 20 Concentrated Loads (to) Vert: 2=-288 4=-486 3=-418 • N/G�3F�9{38 0''OS'11NA; 0"` Thomas A. Albanl FE No.39380 MITek USA, Inc, FL Cart 6634 6904 Parke East Blvd. Tampa R. 33610 Date: December 28,2015 ® WARNING- Verily design parameters and READ NOTES ON MIS AND INCLUDED MmEKREFERANOE PAGE 1067473 rev, 1"MOIE BEFORE USE DeYgn valid for use only 1Nih M lek® connectors. Ihlsdesign Is based only upon parameters snown, and Is for an indivcNai W9d1g component, not a tua system. Before use, the building designer must verify the opproatAny of design parameters and propeily Incorporate this design Into fhe overall bulcAngdeslgn.&acNgirwk-,atedlstopteventWcklingoflndivldualtmaweband/orcnordmemb moNy. Addltlonaliemporaryandpermanentbracing MiTek' Is always required for stabs and to prevent collcrose wlin poali persorlal lnla and property damage. For general guidance regarcang Me fabrication. storage, delivery, erection and brocing of Inca santl tma systems, seeANSUTPI1 Quality criteria, DS849 and Best Building Component 6904 Parka East BNd. safety Infotmatlon avaflable from Truss Plate InstlfNe, 218 N. Lee Street, Sulte 312. Alexandria, VA 22314. Tana, FL 33610 OD mss I russ I ype of y n6nee3 ]3W] J1 JACK 20 1 Job Reference (optional) Run: Chambers Truss, Fort Pierce, FL LOADING (par) SPACING- 210-0 CSI. DEFL in poc) Udell Ud •TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Ven(LL) 0.00 5 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Ved(TL) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES INS 0.00 Horz(TL) 0.00 2 n/a We BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 20 SP No.3 REACTIONS. (Ib/size) 3=-28/Mechanlcal, 2=307/0-8-0 (min. 0-1-8), 4=-48/Mechanical Max Horz 2=108(LC 8) Max Uplift 3=-28(LC 1). 2=-362(LC 8). 4— 48(LC 1) Max Grav 3=53(LC 8), 2=307(LC 1), 4--81(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale =1:8.1 PLATES GRIP MT20 244/190 Weight: 7lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TOOL=4.2pst BCDL=3.Opsf; h=18ft 3=4511t; L=24ft;, eave=oft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever leftand right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of Imes to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=ib) 2=362. 6)'Semi-rigid pitchbreaks including heels" Member end fixity model was used In the analysis antl design of this truss. LOAD CASE(S) Standard MPS r A. No 39: Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Date: December 28,2015 A WARNING-Vedly Cesignparannarmand READ NOTES ON THIS AND INCLUDEOMITEKREFERANCEPAGEMP-]473ma 1O 015 BEFORE USE Design valld for use onlywith MDelbconnectom. iNs desgn h UaseU oNy upon psameters shovm, and Is form hxlMtlual txAcIng component not a truss system. Before use, the binding designer must verify the mollcobBlly of design parameters ontl Vol arty Incorporate inas design Into the overall bulicIngdeslgn. Brm glridkatedlstopreventWcldingoftWiNdwlimsweband/orcWTdmembersoNy. AccitlonalternIec* yandPermanenllxaGlg MiTek' Ls always required for staWlty and to prevent collmse with posiNe persergllnkay and property damage. For general guidance regarding the fatxbotbn, storage. delivery, erection antl bracing of buses and truss systems SeeANSI/tPll Quality Criteria, DS11-89 and BCSI Budding Component 6904 Padre East Blvd. Safely Information available from lms Plate Institute, 218 N. Lee Street. Suite 312. Atexantltla, VA 22314. Temps, FL 33610 T7817894 Scale =1:12.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl Ud PLATES GRIP 'TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Ven(LL) -0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.12 Vert(TL) -0.00 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Horz(TL) 0.00 2 n/a We BCDL 10.0 Code FBC20147TPI2007 (Matrix-M) Weight: 13111 FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=637Mmhanical, 2=317/0-8-0 (min. 0-1-8). 4=21/Mechanlml Max Horz 2=157(LC 8) Max Uplift 3=-50(LC 8), 2=-281(LC 8) Max Grav 3=66(LC 13). 2=317(LC 1). 4=41(LC 3) FORCES. (lb) - Max. Comp -/Max. Ten. -All forces 260 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc pudins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL^4.21psf; BCDL=3.Opsh, h=1 Sit; B--15fC, L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 100111 uplift at joint(s) 3 except Qt=lb) 2=281. 6)'Semi-rigid pltchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard PS A f r�4e,'', No 39380.E ifc <OR%jN Thomas A Albert PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 28,2015 Q WARNING- Vonlydeelgnearerndlerd and HEAD NOTES ON MIS ANDWOLUDEDMITEKREFERANLE PAGE MO-747graV. fMUG015 BEFORE USE Design vaid form oNy With MireM conneclom. This deslgl6 based only upon p0rameters snows, antl h for or edMdud b UdIW component not a tnas system. Before use, the building designer must verily the appllcaW Ity of design parameters ad properly Incorporate mh deslgn Into the overall ludimngdeegn. aachgedlcatedlslopmventbucWlWofindlNdualO weband/orchgdmemb mohiy. Addlllonoltemp.0,yandpermanent1bracing MiTek' bdwa requiredfastobflitycndtoprevenicollttp' ffiwr&4e personal kkay and property damage. For general Guidance regarding the bk faatbm storage,rg m mss delivery, erection and brodof lrantl IsySfeM aoaANSI/1Pfl 6luailN Criteria, DSB-69 and BC51 Building Component 69D4 Parke Edsi Blvd. Parke Safety Informaflon available M1om inas Role Mere. 218 N. Lee StreeL Suite 312. Nexardtla VA Ml4. Tampa, 3a,a On mss russ ype y nene9s ]3147 J3A SPECWL 1 1 Job Reference o lional CharMars Truss, Fort Pierce, FL Hun:/.bzu5 AprJVGVIa Yurn:/,ti9V9NOV luLul>Mn BR mausums,cI-Men 11BG CO r4:3Y: ["li�atl, ID: ROFDO]xjydrOEiWhtcExCZyFgYI-EM_mRGgFGkE1 oXsmCpIW22xtX8sXV7CB7oJTwy PvR 3-1 3-9-7 3-1 3-5.12 s.00 12 Scale = 1:19.1 LOADING (psq SPACING- 2-0.0 CSI. DEFL. in Qoc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Ven(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.00 Vert(TL) -0.02 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Hom(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 17lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc pudins, except WEBS 2x4 SP No.3 end verticals. BOT CHORD Rigid calling directly applied or 10-0-0 oo bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation office. REACTIONS. (Ib/size) 1=223/Mechanical, 2=223/Mechanical Max Horz 1=99(LC 8) Max Uplift 1=-149(LC 5), 2=-281(LC 8) Max Grav 1=223(LC 1), 2=254(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh, BCDL=3.0psf; h=18ft; B-45ft; L=241t; eave-Ut; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) ' This truss has been designed for a live load of 20.0psi on the bottom chord In all areas where a rectangle 3.&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of tmss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 1=149, 2=281. 6) "Semi -rigid pllchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. 7) Graphical puriln representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 8) Gap between Inside of top chord bearing and Drat diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) Standard ♦ ♦♦♦,MPS t A No 39380 '-13 _ E •iFs•,<OR1Q•'Cj��� ;i4rS�O N A' E��♦♦ Thomas A Aibanl PE No.39380 MiTek USA, Inc. R. Cart 6634 6904 Raft East BNB. Tampa FL 33610 Data: December 28,2015 AWARNWG-fraMydes/gnparameraMandREADNOTES ONTMSANDINCLUDED MITEKREFERANCEPAORW7473mv. ral0=015SEFOREUSE *� Design valld for use orgy with Ml/ekIDconneclors. Wsdeslgn is basetl onlyupon parameters shown, antl is for an lntllNdrwl biding component not a trrssystem. Before sae, Inc building designer must verity, flue oppllcoolity, of tleslgn parameters and properly Incorporate this design Into Inc overall Bracing lndIcated Is to bucIslig Individual tunoweband/m chord members only. Addt1ondtemporaycnd Wananen1bcclrg ■.�Y® MOW Wndrgdeslgn. prevent of kolwoWregWredfmstoNlltyandtolxeventcoilap Wlhposblepersondhywa propertycks, ge. folic lon,storage, delivery, erecflon antl braclrg of trusses and Inns syslaa,.WOANSI/TP1I Quality Criteria,DSB-89 and BCSI Buildng Componenl 6904 Parke East 13W. Solely Information avollable from Truss Role Institute, 218 N. Lee Street. Sune 312. Alexandria VA 22314. TaWa, FL 33610 0 was I NSS type y T]81]896 73147 J4 JACK 1 1 Job Reference (optional) Chambers Trum For Pierce, FL LOADING (pat) SPACING- 2-0-0 CS]. TCLL 20.0 Plate Grip DOL 1.25 TO 0.61 -TCDL 15.0 Lumber DOL 1.25 BC 0.19 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 BCDL 10.0 Code FBC20147rP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=102/10echanlCal,2=377/0-8-0 (min. 0.1-8),4=36/Mechanical Max Horz 2=190(LC 8) Max Uplift 3= 88(LC 8), 2=-298(LC 8) Max Grav 3=104(LC 13), 2=377(LC 1), 4=63(LC 3) FORCES. (lb) -Max Com rJMax. Ten. -All forces 250 (lb) or less except when shown. Run: 7.620 s Apr 302015 Pont: 7.64D a NW 102015 MneK Industries, Inc. Mon UN 2514:59'3D 2015 Face 1 ID:ROFDOlxjydFQEiW htcExCZyFgYI-EM_mRGgFGkEtoXsmCpIW 22sPX5gXV7CB7QJTwy4PvR Scale = 1:14.9 DEFL. in Qoc) Well L/d PLATES GRIP Vert(LL) -0.01 4-7 >999 240 MT20 244/190 Vert(TL) -0.02 4-7 >999 180 Horz(TL) 0.00 2 n/a rVa Weight: 171b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasdml32mph; TCDL=4.2psf; BCDL=3.Ops1; h=18ft; B=451t; L=24ft; eave--ift; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3-6-0 tal I by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qtdb) 2=298. 6) "Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard E N N oo M ONAX� � , Thomas A. Xtrahl PE No.39380 MRek USA, Inc. R. Cert 601 6904 Parlor East Blvd. Tampa FL 33610 Date: December 28,2015 ®WARNING-VeUydeegnpaamelers and READNOTES ON TN/S AND DlCLUOEDMREKREFERANCE PAGE W7473ma 1ND3/2015BEFORE USE Design vdid foruse ordyvAh Mnel conneclors. Thbcleslgo bboeadoNyupon Parameters shown. arsdhforan IndlvKlual dsOtlNg component.not a truss system. Before use, the bWIdN deslgner must verity the applicability of desgn parameters anul properly Incorporate 811s dedf n Into the overall buldogdeugn. BractrglndkatetllslopreventbucNirgotlndlWdualimssweband/orcMrtlmembersoNY. Additlonaltemporaryandpelmanembracrlg MiTek' Is always required for stability and to prevent collapse with possfllle personal IorgY and Property damage. For general guitlalce regarding the fabrication, storage, delivery, erection and boadtg of trusses and Inns systems seeANStliPl1 Quality Criteria. DSB-89 and BCSI Building Component 6904 Parke Eest Blvd. solely INormatlon mWE oble from Muss Rate narrate. 218 N. Lea SReet, Suite 312, Alexandra VA22314. Tamp., FL 33610 -JOD Truss I mss I ype ly y M17897 73147 is JACK 5 1 Jab Referenceo Lionel Chambers Truss, Fo0 Plarce. FL LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 -TCDL 15.0 Lumber DOL 1.25 BC 0.28 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=122/10fechanlcal, 2=415/0-8-0 (min. 0.1-8), 4=43/Mechanical Max Horz 2=210(LC 8) Max Uplift 3=-108(LC 8), 2=-313(LC 8) Max Grav 3=1251LC 13), 2=415(LC 1). 4=74(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Ron- 7.620 S Apr 30 2015 Prim: 7.640 a Nov 10 2015 MITek Industries, Ira. Mon Dec 2814:59:30 2015 Page 1 ID:ROFDOIxjydrOEiWhicExCZyFgYI-EM_mRGgFGkE1 oXsmCpIW22sPX4SXV7CB70JTwy4PvR Scale - 1:16.4 DEFL, in goc) Vdeil Ud PLATES GRIP Vert(L-) -0.01 4-7 >999 240 MT20 2441190 Ven(TL) -0.04 4-7 >999 180 Horz(TL) 0.00 2 We n/a Weight: 19lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4,2psf; BCDL=3.Opsh h=181t; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle "-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except (jt=1b) 3=108, 2=313. 6)'Semi-rigid plichbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard A. \1 -%C E N No 39; Q t N i��Fss`O N A ; ",, Thomas A Albani PE No.39380 MRek US& Inc. R. Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 28,2015 ®WARNING- Verity dodgn paamelers and HEAD NOTES ON THIS AND INCLUDED MREK REFERANDE PAGEM0.7471 ray. 14103AA015 BEFORE USE Devgn yard for use only with Mnek® connectors. iNs design Is bored only upon parameters shown and Is for on Individual buStlBp component, not a truss system. Before use, the I,unchrk, desgner must vedy the appllcoculty of design parameters and properly Incorporate ths, design Into the overall bondingdeslgn.&acinglndlcatedIstoprevent bucklingoflncMduatnrssweband/or chord membeisonly. AddllonaltemP raryandpermanentbraclrg MiTek' Is always required for stabeltyand to prevent co8<pse wVh poslble personal 9fury antl property, damage. rorgeneralguldalceregordigihe fabrk allm storage, delivery. erectbn antl bracing of tnssesond Inns systems, seeANSMTPl1 Quality cdlerla, DSB49 and BCSI Suading Component 6904 Parke East BNd. salary INormaflon available from Ines Rate Institute, 218 N. Lee Shear, Sulte 312, Aloxondtla, VA 22314. Tempo, FL 33610 o mas ruse ype y 7817898 73147 J5H JACK 2 1 Job Reference (optional) Chambers Tmw, Fort Pierce. FL Hun: ]szu s Npr au CUD Fnm: f."U s NOV IV EM Mn ex Inaaalflee, mc. Mon U6a zn 14em:JI LUIJ raga 1 ID:ROFDOIxjydrOEiW htcExCZyFgYI-iYYILnH10as5fy62JwK_3Gb19xOGGxNLOn9s?My4W0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in qoc) Well Ud 20.0 Plate Grp DOL 1.25 TC 0.61 Verl(LL) -0.02 4-7 >999 240 _TCLL TCDL 15.0 Lumber DOL 1.25 BC 0.30 Verl -0.05 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(TQ 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrx-M) LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3_-126/M9chan1caI,2=42210-8-O (min. 0-1-8),4=44/Mechanical Max Horz 2=213(LC 8) Max Uplift 3=-112(LC 8), 2=-316(LC 8) Max Grav 3=128(LC 13), 2=422(LC 1). 4=76(LC 3) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:16.6 PLATES GRIP MT20 244/190 Weight: 19111 FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purins. BOT CHORD Rigid ceiling directly applied or 104-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed dudng truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=4511; L=24ft; eave=oft Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grp DOL=1.60 2) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=112, 2=316. 6) °Seml-dgid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard %`p............ <@�O EN9 9� No 39384 r-: g1110NA' E�`�k Thamas A Allied PE No.39380 MRek USA, Inc. R. Con 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 28,2015 QWARNING- Vedfydesfgnparamefercand READ NOTES ON TMSANDWCLUDEOMm KREFERANCEPAGEM9-7473me 1a 01SS£FOREDSE R Design valld for trse orgy v4th MlreMconnectoa. This dedgn is based only upon porometers shown, and h for an Irdiddual b dog comporent not F`] a inca sysfem. Before use, ttde bg Wldideclgner must vadfy the op,11c. ty of de,i,jn parameleis and properly Incorporate this design Into the owrdl GAt&gdeslgn.Rfmbglydc9catedlstopreventWcklingothdividmitussweband/orcWrdmemWmrs MdIlkoaltemporaryaddperrnanentbrocig MiTek' y. h always regddred la stability add to prevent collapse will, po ble, persorcd Injury add property damage. For general guldardce regacIg the fabrballoR storage. deavery, erection and bracing of busses and h systems seeANSI/TPII 6uaaty Cdteda, DSB49 and BCSI Bueeing component 6904 Parke Sea Blvd. Safety Information avallable from Inca Plate InsIIMa, 218 N. Lee street Sale 312. Alexandra. VA 22314. Tarrpa. FL 33610 oTruss I Use I ype y nenese ]319] is JACK 1 1 Jab Reference (optional) Chambers Truss, Fog Pierce, FL Run: Scale=1:18.9 6-3-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in Doc) Well Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.72 Vert(LL) -0.04 4-7 >999 240 MT20 244/190 'TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.11 4-7 >678 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOR(TL) 0.00 2 Na Na BCDL 10.0 Code FBC2014rrP12007 (Matrix-M) Weight: 231b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid milling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=157/Mechadcal, 2=483/0-8-0 (min. 0-1-8), 4=54/Mechanical Max Horz 2=243(LC 8) Max Uplift 3=-142(LC 8), 2=-342(LC 8) Max Grav 3=160(LC 13), 2=483(LC 1), 4=94(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18tt; B=45ft; L=24ft eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. t%%I I r r r 41 5) Provide mechanical connection (by others) of muss to bearing plate capable of withstanding 1001b uplift atjoint(s) except Qt=lb) S A. 3=142, 2=342. 6)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. `��� �% OMP %% LOAD CASE(S) Standard NO 39: A E :�Il/� �NA� EC,��% 111110 Thomas A Altranl PE No.39380 MfTek USA, Inc. R. Carl 6634 6904 Parka East Blvd. Tampa FL 33610 Date: December 28,2015 O WARNING -Ved/ydealgn panvuelemanCREAD NOTES ON TNISAND INCLUDED MITEKREFERANCE PAGFM 7473 nrv. 1DA)Y2015BEFOREUSE *R DeAGn valitl far use oNy with MlTek49 connectors. INsdeggnlsba doNyulbnl mmetems m,cr hformB lAdud bWtlagcomlxonentnot [=.�Y�^■ a truss system. Before use, the bdidng deslomr must verly tw cwlicaNltyof design parameters and propedy hcomorate thh design Into the overall buMngdedgn. aachghdcatedlstopfevenibuckllrgoflndivldualhussweband/oTeWrdmemb moNy. Addtlolgltemporarymtlpeilnarenibrachg MiTek' bdwO FecomdfwstablBNandlo VeventcollopsewlthpossQrlepersondhlWandpropeMdamage. Forgeneralgddmceregardngltre fabrication, storage, dellmry, erection and beachg of fmsesand fmawstemz seeAN$I/TPII Quality Criteria, DSB49 and SCSI Su Bring Component 6904 Parke East Blvd. Safety Information cvdlabie from Tns Role lmntute, 218 N. Lee SheeL Sulle312. Alexandria, VA 22374. Tamp.. FL 33610 o russ russ ype ry y T]e1790D ]314] J6A JACK 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 3x4 = Run:7.62(ls APr3020i5 Prnt:].640s No✓102015 Mnek industries, Inc. Mon Dec 26 14:59:31 2D15 Paget ID:ROFDOIxJyd QEiWhtcExCZyFgYl-iYYN_nHIOas5ty62JwK-3GbyQxLtGxNLQngs?My4Pv0 Scale =1:19.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In Qoc) Well Ud PLATES GRIP ,LOADING 20.0 Plate Grip DOL 1.25 TC 0.91 Ved(LL) 0.06 3-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Ved(TL) -0.16 3-6 >497 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 HOR(TL) 0.01 1 n/a rVa BCDL 10.0 Code FBC2014/TP]2007 (Matrix-M) Weight: 21 Ib FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 1=361/0-8-0 (min. 0-1-8), 2=174/Mechanical, 3=62/Mechanlcal Max Harz 1=174(LC 8) Max Uplift 1= 165(LC 8), 2=-159(LC 8) Max Gmv 1=361(LC 1), 2=177(LC 13), 3=104(LC 3) FORCES. 01b) - Max ComplMax. Ten. -All forces 250 fib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation Guide. NOTES- 1) Wind: ASCE 7-10: Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0pst h=1811; 13=45ft; L=2411; eave=41C Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001la uplift at joint(s) except (jt=lb) 1=165, 2=159. 6) °Seml-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard *%%, SONSt1111111111111, A , NS No�3938 ii..It0&if ON A' Ca�.` ThomasA Mlianl PE No.39380 MITek USA, Inc. R. Cad 6634 6904 Padre East Blvd. Tampa FL 33610 Date: December 28,2015 ® WARNING -Vent' design parameters and READ NOTES ON TNISAND INCLUDED MUEK86FERAMCE PAGE MV-7473ray. fg,0342015BEFORE USE • Design valid for use only with Mlleidilconnectors. This design h based only noon pmameters shown. and Is tot an individual W9dng component. not a Inns system. Before use, the bulIGM designer must verify the apWlcaWltyof design parameters and properly kaomorate afk design Into Ita overall is Welding individual BusswebaM/or chord members only. Additional lemporaryand paimanent bracng ■j MiTek' dylmMl design. Bracing lncacafed to Prevent of halways restored for sfabelty, coal to prevent collapse Win Wesmle personal lnfury coal pfopedy damage. Forgeneralguitlanceregarclliglhe fa ValbRstorage.delivery.erectionantlbrodsgof Inasesandfn�systeM%s NSI/FPIIQuality CHfoda,D5B-69and BCSIBUUdng Component East 6904 ParkeFL Safety Informatlon ovallade m froItus Plate frisPtute. 218 N. tee Street. Sulfe318 Alexan ift VA22314. Tanga,3ast8 o mss cuss ype ry y nev9ol ]3147 J) JACK 22 1 Job Reference (oDBonap Chambers Truss, Fort Pierce, FL Run: 7.620 s AFFr 3D 2015 PnM:7.640 s Now 102015 MITex inOuW,ios. im. Mon Dm 2814:59:82 2015 Page t ID: ROFDOIxjydrQEiW htcExCZyFgYI-AI51B71wnLyH6hEtdrDcT7HcLh270dVeRvOXoy4PvP -2-0-0 7.0-0 r 2-0.0 7.0 0 LOADING (psi) SPACING- 2-0-0 CS]. DEFL. in Qoc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.06 4-7 >999 240 `TCDL 15.0 Lumber DOL 1.25 BC 0.59 VertCTL) -0.16 4-7 >500 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) 0.01 2 n/a Na BCDL 10.0 Code FBC20147TPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=.180/Mechanical, 2=522/0-8-0 (min. 0.1-8), 4S9/Nlechanlcal Max Horz 2=262(LC 8) Max Uplift 3=-162(LC 8), 2=-358(LC 8) Max Grav 3=183(LC 13), 2=522(LC 1).4=104(LC 3) FORCES. (Ib) - Max CompJMax Ten. -All forces 250 (lb) or less except when shown. Scale =1:20.3 PLATES GRIP MT20 244/190 Weight: 251b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=181t', B=45ft; L=24ft; eavesliry Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qtdb) 3=162, 2=358. 6)'Seml-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard O E N s',. 92i No 39380 E�Ca�. Thomas A Albans PE No.39380 MRek USA, Inc. FL Cart 6634 69M Parke East Blvd. Tampa R.33610 Date: December 28,2015 ,&WARNING- Vsdrydslgnp=awf sand READ NOTES ON MIS AND INCLUDED MmEKREFEHANCEPAGEMD-74n rev. rNDYtafS BEFORE USE Design valid for use only with iMeWconnecton.Th% design is based only upon parameters shown, and is form VWlvtdud buNdrg oomponanl.not a truss system. Before use, the bultdrxl designer must verity the oap lcan4ityof tledgn parameters and properly Incorporate his design Into the overall bulldngdedgn. Beacingin leatedhtopreventWcklingotecKridudimssweband/or chortl membersoNy. Addnondtemporarymtlperremantleracing MiTek' h always iegufredfor stability and to prevent collapse wish possble personal Injury and properly damage. For geneml grAdmce regardrg the fabrication, storage, delivery, erection and bracing of Innses and Imo systems, seeANSI/rPll Qudity criteria. DSO-69 and SCSI Sunding component 6904 Perks East Blvd. Safety Information ovallaNe from fees Rate hatilute. 218 N. Lee Street. Suite 312. Wexarxilda, VA 22314. Temps, FL 23610 ZOO mss mss I ype y nav9o2 73147 JTA JACK 1 i Job Reference (optional) Chambers Truss, Pon Pierce, FL 3x4 = Run: 7.620 s A r 30 2015 Print: 7.640 s Nov 102015 Mnek Industries, Inc. Mon Doc 2814'59:32 2015 Page i ID:ROFPDObgydrOEiW htcExCZyFgYI-Al51B71wnLyH6hEldrDcT7GOLhe7OdVeRvOXoy4PvP Scale-1:19.7 Plate Offsets(XY)-- f11�0-0-10Edoel LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (roc) Vdefl Ud PLATES GRIP •TOLL 20.0 Plate Grip DOL 1.25 TC 0.32 Ved(LL) -0.06 3-6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Ved(TL) -0.18 3-6 a468 180 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Horz(TL) 0.01 1 n1a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 22 lb FT=20% LUMBER - TOP CHORD 2x4 SO M 30 BOT CHORD 2x4 SO No.3 REACTIONS. (lb/size) 1=37110-8-0 (min. 0-1-8), 2=163IMechmical, 3=63/Mechanical Max Horz 1=180(LC 8) Max Uplift 1= 169(LC 8), 2=-167(LC 8) Max Grav 1=371(LC 1), 2=186(LC 13), 3=106(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.0psf; h=18ft; 8=45ft; L=241t; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (dlreclional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to gfiner(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joint(s) except Ut=lb) 1=169, 2=167. 6)'Semi-rigId pitchbreaks Including heels" Member end fbdty model was used In the analysis and design of this truss. LOAD CASE(S) Standard • No 3938 E 0 R I'D-' \=�` Thomas A. Alban) PE No.39380 Mnek USA, Inc. R. Carl 6534 6904 Padre East BNd. Tampa FL 33610 Date: December 28,2015 QWARNING. Vorfrydoslgnpammefereaod READ NOTES ON THOMOWCLUDE0AflTEKREFERANCEPAGEMIF7473mv. 1=120156EFORE USE �■R Design valid for use orfy with MneMconractors. rnlsdeslgn is based only upon Mometers stlow and is for an lntlMdual buraing component. not Nil' a truss system. Before use, line buliding designer must verify the applicability of design parametersantl property Incorporate Ihk design Into the overall buldngdespgn. Brachglndk:atedlstorxeventbucklingofnalvidualinrswebondjorchord membersonty. AtldlllonaltemporaryantlpermaranlbraGrg MiTek' b always required! for staNiy and to prevent collapse with poab le parsonal Injury and parody damage. For general guidance reganang the fabrkxstbn storage.delivery, erection and Ixacing of tomes antl Inns systems savkNSI/mit BuaBy Criteria, D58-99 and BCSI Buedhg Component 69U Parke East BNd. safety Information avMcble from rocs Rate ImIlMe. 218 N. Lee Streel. Wte 31Z Alexonddo. VA22314. Tenpa, FL 33610 o russ I russ type cry ply nanaoa ]3147 JB SPECIAL t 1 Job Reference (op6onaq Chambers Truss, Fort Piame, FL Pun: I LOADING (psf) SPACING- 2-" CSI. DEFL. in Doc) Well Ud 'TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Ven(LL) 0.19 " >525 240 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(Tly -0.31 5-6 >319 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) 0.09 5 n/a n1a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) LUMBER- TOPCHORD 2x4SPM30 BOT CHORD 2x4 SP M 30-Ercept' 3-7: 2x4 SP No.3 REACTIONS. (lb/size) 4=1881Mechanical, 2=580/0-8-0 (min. 0-1-8), 5=106/Mechanical Max Harz 2=295(LC 8) Max Uplift 4=-158(LC 8), 2=-383(LC 8), 5= 34(LC 8) Max Grew 4=191(LC 13). 2=580(LC 1), 5=127(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -Aft forces 250 fib) or less except when shown. TOP CHORD 2-3=-285/2 Scale=1:22.7 PLATES GRIP MT20 244/190 Weight: 31 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL--3.Opst; h=18ft; B=45ft; L=24ft; eave=41t1 Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 9t between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=1b) 4=158, 2=383. 6) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ``%`'01PS11A I `,Z�....... CEN No 39' OR\ )NA1- Thames A. Nasal PE No.3938D MiTek USA, Inc, FL Cert 6ti34 ri904 Parke East Bald. Tampa FL 33610 Date: December 28,2015 ,®WARNING - Verily EesignparamefersandREAO NOTES ON THIS AND INCLUDED MREKREFERANOE PAGE MA7473mV 101034601SDEFORE USE Design valid forusemlywlih MlfekMconnectors.i cleclgn k basedonlyupon parameters shown, antl is form Individual WUdifxl component, not a Inns system. Before use, the bulldog deslgwr must velfy the gcOloablity of design parametemand property Incorporate th5 design Into Itte overall burcingd gn. Brmhglrulk:atedIstoprevent buckllrxgoflnclMdualtmsswebanclorchord membersonly. AddlaomitemporaWmdpelmanentbrmlag MiTek' Is always required far stability and to prevent collapse with possible personal Injury and property, damage. For general gultlmce rmarAng the fabrlcatbn, storage, deili erection antl bra Ang of busses and truss systems, SeeAr16UTPII Quality C4teha, DS"9 and SCSI Building Component 004 Parke East BNd. Solely Information avallable from Truss Rate Institute, 218 N. Lee Street, Suite 312, Alexandra VA 22314. Tempe, FL 33610 o mss runs ype y T7617904 73147 Jag JACK 1 i Job Reference o tional Chambers Truss, FOn Plarce. FL 3x4 = Hurt: /.OLVS rouGmO Yflml:/.09V9rvOV lv[maMlleRlnaeallles, tlx:. mom Vuc[o,rnr.fs<vio reyni ID;RO OlxjydTQEiWhtcEnCZyFgYI-exf7PTIYYB6puGGORKMS8hgPyk6gkrtet5ez4Fy4Pv0 Scale=1:14.8 so-o LOADING (psf) SPACING- 2-0-0 CSI. DEFL in Qoc) Wall Ud PLATES GRIP 20.0 Plate Grip DOL 1.25 TO 0.46 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 _TOLL TCDL 16.0 Lumber DOL 1.25 BC 0.30 Ved(TL) -0.05 3-6 >999 180 BOLL 0.0 ' Rep Stress Incr YES W B 0.00 Hom(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 161b FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOTCHORD 2x4SPNo.3 REACTIONS. (lb/size) 1=261/0-8-0 (min. 0-1-8), 2=1281Mechanical, 3=49/Mechanical Max Horz 1=127(LC 8) Max Uplift 1= 118(LC 8). 2=415(LC 8), 3=-2(LC 8) Max Grav 1=261(LC 1). 2=129(LC 13), 3=77(LC 3) FORCES. 0b) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purims. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ABC 7-10; Vult=170mph (3-sewnd gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1 Sit; B=451t; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 1=118, 2=115. 6) "Semi -rigid pltchbreaks including heals" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard ,%%OOPS' A ,� No 3938 O;\V C1N ,O N A % ' ,% Thomas A. Alban] PE No.39380 MITek USA, Inc. FL Geri 6634 6904 Parke East Blvd. Tampa FL 33610 Date; December 28,2015 A WARNING- Verily designparamsters antl READ NOTES ON THISANO WCLUUEO JVmFXREFERANLE PAGEM1 7473mv. IWe fSFEFORE USE vold for use oNy W ih WekO connectors. This design Is based only upon parameters shown and Is for an IndMdual bu9anrg component not Nil'Design a truss system. Before tw, the bNlc9rg designer must verity the oppllcatounrof design parameters and properly Incorporate this design Into the overall bndMtluoi lmssweb ondlon chord members only. A clllonal temporary and permaront bracing MiTele bulldig design. Brachg lrx9cated is to prevent buckling of Is always required for stabBlty and to prevent collapse Wlh possIble personal Injury arM property damage. For general guidance regarding the fobrk-otbn, storage, deiNery, ereceon and braceg of pusses and truss systems. seeANSI/RII Quality Criteria, DSB489 and BCSI euBding Component 69W P, ,k Cost 8 6904 pelke Cost BNd. Safety IntormaBon ovdlable from Koss Plate Institute, 218 N. Lee Street. Salle 312, Alexandra, VA 22314. SOD I russ I russ I ype y T7817905 73147 JAM SPECIAL i 1 Job Reference (optional) Chambers Truss, Fort Pierce. FL Run: 7.620 s Apr 302015 Print: 7."0 a Nov 10 2015 Mnek Industries, Inc. Mon Doc 2814:59:33 2015 Page 1 ID:ROFDOIxjydrOEi W htcExCZyFgYI-exf7PTIYY06puGGORKMS8hgTBk7Okg9et5ez4Fy4Pv0 -2-0-0 4-6-4 6-6-4 9-0-0 2-0-0 4-64 2-0-0 2-5-12 3x4 II Scale =1:21.0 4-6-4 6-6-0 9-0-0 4-6-4 2-0-0 2-5-12 LOADING (par) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Ved(LL) 0.02 8-11 >999 240 MT20 244/190 -TCDL 15.0 Lumber DOL 1.25 BC 0.14 Ven(TL) -0.05 841 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Hoa(TL) 0.01 6 n1a n1a BCDL 10.0 Code FBC2014/TP12007 (Matdx-M) Weight: 44In FT=2W LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOTCHORD 2x4SPM30 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (lb/size) 2=57210-8-0 (min. 0-1-8).6=369/Mechanical Max Horz 2=262(LC 8) Max Uplift 2=-390(LC 8), 6=-220(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-460/135, 3-4=-366/151 BOTCHORD 2-8-2181368, 7-8=-211/366, 6-7=-206/355 WEBS 4-6=-461/268 Structural mod sheathing directly applied or 6-0-0 oc purims, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24f ; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-5-0 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 100 lb uplift at joint(s) except (jt=lb) 2=390, 6=220. 7) "Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASES) Standard A. �1GEN No 39c 0R1) )NA1. Thamas A. Alhanl PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Date: December 28,2015 ® WARNING -Verify design peremefere and READ NOTES ON THIS AND INCLUDED NTfffK REFERANCE PAGE MS7473 ne, WA022015 BEFORE USE Design valid for use entry with Mirelrs, connectors. mis dedgn 5 based any upon parameters shown and Is for On NdlAclual building component. net a truss system. Before use, the Wattling designer must veuN the oppllcabIlly, of design parameters and properly Incorporate Ibis design Into the overall budingdeslgn. Brwhgl icatedlstoprevenfbucklirgofindlyldualtmsswebandIWChordmemb mrs ly. Addtlorwltemporarya dtlp anentbracing MiTek' is always recprlred forstabllify and to prevent collapse with possible persons! hfay and property cJamcOe. For general grddarri regarc&g the fabrication storage, delivery. erection and bracng of trusses and Muss systems seeANSI/fPlI Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Inns Rate Institute, 218 N. Lee Street Suite 312, Nexandtla, VA 22314. Tarifa, FL MI SO Nas was ype y T78179 W 73147 JD SPECIAL 1 1 Job Reference (optional) Chambers Truss, Foa Pierce. FL aVo: 7.6205 t302015 Pem:7.640 S NOV 102015691 ex meugneS, inc. Mon UBC 2tl 14:5e:a42ela rages ID:ROFD IxjydrOEiWhtcExCZyFgYI-67DVcpJAJVEgWOrd?2thhuDYOeUMT16o6tOWchy4PVN -2-0-0 0.8-0 2-8-8 2-0-0 0-8-0 2-0-8 3x4 11 Scale=1:17.3 Plate Offsets (KY)-- f2'0-0-10 Edqej 7:D-3-0 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Doc) Vdefl Ud PLATES GRIP -TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Veri(TL) -0.00 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 14 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING - TOP CHORD Structural mod sheathing directly applied or 2-8-8 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except gt=length) 4=Mechanical, 5=Mechanical. (Ib) - Max Horz 2=151(LC 8) Max Uplift All uplift 100 lb or less at Jolnt(s) 4,7 except 2= 354(LC 8) Max Grav All reactions 250 lb or less at joints) 4, 7, 5 except 2=301(LC 1). 2=301(LC 1) FORCES. fib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.OpsF h=18ft; B=45ft; L--249; eave.4f ; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 7 except at --lb) 2=354, 2=354. 6) "Semi -rigid pilchbreaks including heels" Member end fixity, model was used in the analysis and design of this truss. LOAD CASE(S) Standard �\G E Ng'-. 92 No 39380, iSS`O N Al Thamas A Allied PE No.39380 MRek USA, Inc. FL Cart 66M 6904 Pare East Blvd. Tampa R. 33610 Date: December 28,2015 o rose russ ype ty y nen9m ]314] JDA SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL I 3x4 11 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (toe) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vertl1) 0.01 7 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(rL) -0.01 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 6 n1a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 Scale=1:18.7 PLATES GRIP MT20 244/190 Weight: 241b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation aude. REACTIONS. All bearings 0-8-0 except i t=length) 5=Mechanical, 6=Mechanical. (Ib) - Max Harz 2=203(LC 8) Max Uplift All uplift 1001b orless atjoint(s) 5, 10, 6 except 2= 326(LC e) Max Grav All reactions 250 lb or less at jolnt(s) 5, 10, 6 except 2=305(LC 1), 2=305(LC 1) FORCES. (Ib) - Max. CompJM&c Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.OpsF, h_18ft; B=45f; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This Imss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) 5, 10, 6 except (jLlb) 2--326, 2=326. 6)'Semi-rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard ,�`Q�?S�A/-g410 G No�339938�0� itc' :OR\�• �C Thomas A Al6aniPE No.39380 MRek USA, Inc. FL Cart 6634 6904 Padre East Blvd. Tampa R.33610 Date: December28,2015 ® WARNING - Verl y design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MIF74M rev. I (AuZZOIS BEFORE USE. Design valid for use oNy Wrin MirekS connectors. RdsdedM b based oNy upon parameters shown, arsd b for an individual Watling component.not a truss system, Before use, the bulldrQ designer must verily the appllcablllly of design pwametolcc d properly kncorporme thkdesign wo, the overall tr webald/orchofdmembmrs MiTew bulldirxdol gn.BrmhgindlcaledRtoprevenfWcklingoflWlvidu y.AdotionaltenWroryandpeonanentbracing E alwaysrequired for stablllty and to prevent collapse with possble personal Injury a property damage. For generalGuidance regarding in- folodcaflon. storage; delivery, emollon and bracing of mases and Buss Whams, secANSI/TPII 9uailty Cr ieda, DSB-99 and BCSI Bueding Component 6904 Parke East Blvd. Safety intonation available ham Inns Rate IrlsnMe. 218 N. Lee Street Suite 312. Aiexandda. VA 22314. Tanya, FL 33610 o russ russ ype y 7817908 73147 JDB SPECIAL 1 i Job Re/erence (optionaD Charnbars Truss, Forl Pismo, FL 3x4 II 3x4 If lg soots =1:24.9 LOADING (pso •TCLL 20.0 TOOL 15.0 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/TP12007 CSI. TO 0.B4 BC 0.53 WB 0.00 (Matrix-M) DEFL in Ven(LL) 0.08 Vert(T-) -0.12 Horz(TL) 0.00 (loc) Well Lid 7 >909 240 6-7 >584 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 30lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except Qt=length) 5=10echanical, 6=Mechanical. (lb) - Max Horz 2=256(LC 8) Max Uplift All uplift 100 Ib or less at)oinl(s) 6 except 5=-116(LC 8), 2=-139(LC 9), 10=-237(LC 8) Max Grav All reactions 250lb or less at joint(s) S. 2, 6.2 except 10=526(LC 13) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3---464/482 BOT CHORD 2-10= 354)234, 3-10= 5121345 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsf; h=181t; B=45ft; L=241t; eave=4f ; Cat. II;Exp C; Encl., GCpi=0.18; MWFRS(directional); cantilever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-CO tall by 2-0-0 wide ���� S A. MP A(e I�, fit between bottom ♦♦♦ voll the chord and any other members. ♦ ,•.......... ��; E N 92/ 4) Refer to girder(s) for truss to truss connections. ♦♦♦ ��C 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 6 except tit=lb) No 3 9 38 Q 5=116, 2=139, 10=237, 2=139. _y 6)'Semi-rigid pilchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard -D ; ONAX �0�%" Thomas A Nbanl PE ND.39380 MiTek USA, Inc. R. Get 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 28,2015 A WARNWD-Verllyd.19.p rameto..dREAD NOTES ON THISAND INCLUDED M/FEKREFERANCEPAOEuX7Jnrev. 11201/10156EFORE USE R' De Ign Vdld for use oNyWh Miele®connectors. lNsdeslgn Badmia oNy upon px=efemshomncnd is foran hdlvidual bulls IN component,not {`� a tans systemefore . Buse, the WIdIN designer must verily me appllcabtilly of design parameters and properly hcoiporate Ihfi deslgr Into the overall bulldrxldedgrn Nmhgintl tetl topmventWcldigoflndlvldualtn webond/orchordmemb moNy. A c011orwltemporarymdpemw ntbradng Wel( Is dways regWred for stability anal to prevent collapse with posloe personal injury and prope"damege. For general gWdmce regaming the fabrication, storage, dellvery, erection and bracing of tenses and tens systems seeMS1/1P11 Quality Ctlleda, DSB49 and BCSI auadng Component 004 Parka Enst Blvd. Safety lntormatlon available eom ins Plate Institute, 218 N. Lee street, SWte312. Alexcnddo. VA 22314. TaWa,FL wale was I russ lype Ply T78179M 73147 JDC SPECIAL 1 1 Job Reference CopBanal Chambers Truss, Foe Pierce, FL Run: 3x4 it 3x4 II to Scale=1:25.5 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in Qoc) Vdefl Ud PLATES GRIP 'TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Ved(LL) Ulf 6-7 >943 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Ved(rL) -0.12 6-7 >603 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code FBC20147rPI2007 (Matrix-M) Weight: 31 It, FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except Ql=length) 5=Mechanical, 6=Mechanical. (Ib) - Max Horz 2=263(LC 8) Max Uplift All uplift 100 lb or less at)olnt(s) 6,2 except 5=-127(LC 8), 2=-144(LC 3), 10=303(LC 8) Max Grav All reactions 250 lb or less at joint(s) 5, 2, 6 except 10=629(LC 13) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. TOPCHORD 2-3=521/562 BOT CHORD 2-10_ 410/269, 3-10= 597/397 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psF h=18ft; B=4511; L=24ft; eave=lft; Cat. II; Fxp C; Encl., GCpi-0.18; MW FRS (directional); cantilever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wil fit between the bottom chord and any other members. 4) Refer to glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at)olnt(s) 6 except Qt=1b) 5=127, 2=144, 10=303, 2=144. 6) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard No M E p RHO, Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Con 6634 69M Parke East Blvd. Tampa FL 33610 Date: December 28,2015 A WARNING- VorrydaugnparamelersanOREAO NOTES ON TMSANGMCLUGEOMREKREFERANCEPAGEMIF74n.. 10D 01SSUOREUSE Design valid for use only with MITeM connectors. This desgn is basety tl only upon parameters shown, chatis for an lndIvIdual buldig component not Bet a Truss system. Before use, the building designer must verify the opolcoUlty of dm design parameters and propeily Incorporate this design Into the overall build Ing design. Bracbg Indicated is to prevent buckling of hWPAdual tnrssweb and/or chord members only. Adtlinonal temporary and permanent bracNg +•�.�[� MiTek' Is always reed for stabtltycnd to prevent collapse with possbte persona] Injury antl property damage. Forgeneralgultlanceregardngine fobticallom stwoge, d-lNery, erecllon and bradrg of Innseeand i.m toms, seeANSI/TPII BuontyCdiedg, DSa-89 and aC l Building Component 6904 Perko East Blvd. Safety Infcmroeon avolllade from lust Rate Institute, 218 N. Lee Street. Suile 312. Alexandria. VA 22314. Tampa. FL 33610 JoTi J russ russ ype y nenslo 73147 JDD SPECIAL 1 1 Job Relarence o tional CDambesTruss, Fort Plaae,ft Nun: cceus Tau zum rnm:r.eaus HIM wuu,cmuercmsvSrva,ix. Non vecrnra:an::+a rvu rages ID:RO DOlxjydrOEWhtcExCZyFgYI-bKntp9Kp4oMXSZOpYIPwD6lojYixCIMxKP7487y4ovm -2-0.0 a8-0 7-0-0 2.0-0 tie-0 64-0 d 3x4 11 Scale=1:25.9 Plate Offsets(X.Y1-- f2:0-5-1.0-1-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP -TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.06 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.14 5-6 >511 180 SCLL 0.0 ' Rep Stress Incr YES We 0.00 Horz(TL) -0.04 5 Wa WE BCDL 10.0 Code FBC2014/TP12007 (Mainz-M) Weight: 27 lb FT=20% LUMBER- BRACING - TOP CHORD 2X4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance With Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except Qt=length) 4=Mechanical, 5=Mechanical. (lb) - Max Harz 2=263(LC 8) Max Uplift All uplift 100lb or less atjoinl(s) except 4=-152(LC 8), 2= 164(LC 6), 7=-376(LC 8).2=-101(LC 1) Max Grav All reactions 250 lb or less al joints) 4, 2, 5 except 7=683(LC 13) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6411636 BOT CHORD 2-7= 459/315, 3-7=-679/647 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCOL=3.Opsf; h=18ft', B=45f; L=24f; eaveslft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 4, 164 lb uplift at joint 2, 376 lb uplift at joint 7 and 164 lb uplift at joint 2. 6)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ��//flllillllll��- Thomas A Aibanl PE ND.39380 MiTek USA, Inc. FL Cert 6034 6904 Parka East Blvd. Tampa FL 33610 Date: December 28,2015 ,&WARNING - Verllydesrenpvemetersand READ NOTES ON THIS AND INCLUDED M?EKFEFERANDEPAOEM0.74".. 1041320156UORE USE }��R De9gnvoldfoTuseoriy WIh MneMconnectors. lNsdeLm Obasedonlyunonparametersshown, and is forarsindv4duaibu0tlktgcomponent not a buss system. Before use, the building designer most vedty the applicability of design parametersantl properly incomorate erb tleslgn Into the overall "cngdedgn. Bracing inalcated is to buckling of lndivkiuol imssweb and/or chord members only. Addtlonaltemporaryantlpemtanenlbsocing ■.�Y�I�■1 MiTek' prevent balwoysreguiredfor stobllityantl loprevenicollapsewllhpossde persorxA D+lu<v and Properly damage. Forgenerd guidonceregarc&sg the fotxlcaUm storage, delNery, erection and bracing of Iruesesand irusssystems. seemsMi1 Quality cdIwIO. OSS49 and SCSI BuOding Component 6904 Parke East Blvd. Safety Informallon avdlode from truss Rate Imillute. 218 N. Lee Street, suite 312, Alexandda, VA 22314. TaTrye, FL 3361 D ob russ I Was I ype ty y "FA reran 73147 SPECIAL 1 1 Job Reference (optional) Chambers Truss, Pon Ple¢e. FL Run: 4x4 = 3x4 II 2x3 II 0-6-0 3-7-13 5-11-0 0 H0 I 2-11-13 2-13 Scale = 1:20.5 Plate Offsets(XY)-- f2:0-3-140-1-41 LOADING (pst) SPACING- 2-0-0 CSI. DEFL in Doc) Well L/d PLATES GRIP 'TOLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.07 7-8 >822 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.14 7-8 >433 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.05 5 n/a WE BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 28 Re FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Gt=length) 5=Mechanical, 6=Mechanical. (lb) - Max Herz 2=l80(LC 8) Max Uplift All uplift 100 lb or less at Jolnt(s) 5,6 except 2= 239(LC 8), 9=-181(LC 5) Max Grav All reactions 2501b or less al lolnt(s) 5, 2, 6, 2 except 9=350(LC 13) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BOTCHORD 3-9=-561/362 Structural wood sheathing directly applied or 5-11-0 oc pudins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance With Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18it; B=45ft; L=24ft, eave=4ft1 Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 5) ' ThIs truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 9t 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 beating plate capable of withstanding 100 lb uplift atloint(s) 5, 6 except Gt=lb) 2=239, 9=181, 2=239. 8) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard A. % No 39384 iS,O N A' Thomas A Albert PE No.39380 MRek USA, Inc, FL Can 6634 69M Parke East Blvd. Tampa FL 33610 Date: December 28,2015 ®WARNING -Vedry desienparamatersand READ NOTES ON TNISANO MCLUBEG MFIEKREFERANCEPAGEMIF1473rev. 144M2015BEFORE USE �■�' Design voiid for use oNywlfh Mnek®connectors. Bds design is based orayupcn parameters shown, and is for an MIMclual building component.not a truA system. Before tee, the bullring designer must verity the opelcabultyof design parameters and properly incorporate this design Into the overall bulring desgn. Hoeing Indicated a to prevent buckling of ad Judi iws web any/or chord members only. Addilloral temporary end permanent bracing ■�•Y�y MiTek' 6 always requred for stabenyond to prevent collapse wnh possble personal Cr,RSy orW property clanage. For genefal guitl¢ae regarding the fobdcolbR storage, delivery, erection and bracing of trusses and Iruasystems. S90ANSIRPII Quality Criteria, DSB49 and BCSI Bul dIng component 6904 Parke East Blvd. safety Information available from I=Rate Imlltute. 218 N. use Street. Sulle 312, Alexarel VA 22314. Tanga, 1 33310 o WSS russ ype y T7817912 ]314] JFB SPECIAL 1 1 Job Reference (optional) Chambers Trues, Fort Pierce, FL Run: 3x4 11 a8-0 5.11-0 tie-0 5,3-0 Scale=1:23.1 Plate Offsets (XY)f2:0-5-1.0-2-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.67 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Ven(TL) -0.07 5-6 >883 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hoaff-) -0.02 5 Na We BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 24 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except Ql=length) 4=Mechanical, 5=10echanical. (Ib) - Max Harz 2=235(LC 8) Max Uplift All uplift 100 lb or less atjolnt(s) except,t 125(LC 8), 2=-135(LC 9). 7=-231(LC 5) Max Grav All reactions 250 lb or less at joint(s) 4, 2, 5, 2 except 7=472(LC 13) FORCES. (Ib) - Max CompdMax. Ten. -Aft forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-486/456 BOTCHORD 2-7=-337/246, 3-7=-492/457 NOTES 1) Wind: ASCE7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcunent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1251b uplift at joint 4, 135111 uplift at joint 2, 231 lb uplift at joint 7 and 135 lb uplift at joint 2. 6) °Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard O,%pMPS' A ' 14 ,.. O E NSF' Noo 33L9338Q - • c. �i CCs • • 0 R X � • C��p` Thomas A. Nbanl PE No.39380 MITek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 28,2015 A WARNNG-Vedfydeslgnpv etems dR£ADNOTESONTNISANDINLLUDEDMR KREF£RANCEPAGEBM-74nmv. 1N022015BEFOREUSE }.��� Design valid for uee arty w MneWconnecton. lMdesign 5basedonlyupon parametemdnown, and lsforontrWl dud lwlltlVp component riot atnmsyslem.Beforeuse, lifebWldrgdesklrermustvedtytheapplk ltyoldesignparametersa properly0lcotporate ihlsdeslgn Into the overall buNdrgdecon. Bracblglnd edhloweventbucldlT oflntlMduolhunwebaW/orchordmembenody. Adddonaitemporaryatdpermanentlxacing +•��f� MiTek• Rdwaysre dredfastabllltyaruttopreventcollapso Mthpo epersorlal4"andgopertydancge. FoTgenemigurdalceregarc9rg the fabfbctbm storage. delivery, erecton and broohg of im S and trim Sysfems s ANSI/TPII BuaatyCdterla, DSB49 a BCSI Butiding Component 6204 Perke Eest Blvd. Safety Information available from Loss Nate Imtlfute. 218 N. Lee Street. Sulte 312. Alexandria. VA 22314. Teirye, FL 33610 o mss russ type y n817e13 73147 JFC SPECIAL 3 1 Job Reference (optional) Chambers Truss, Foe Pierce, FL 3x4 II Run: Scale=1:23.6 LOADING (psq SPACING- 2-"CSI. DEFL. in (loc) Well Ud PLATES GRIP .LOADING 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(rL) -0.07 5-6 >883 180 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Horz(TL) -0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 24lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING - TOP CHORD Stmctuml wood sheathing directly applied or 5-11-0 oc pudlns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings D-8-0 except gt=length) 4=Mechanical, 5=10echanical. (lb) - Max Hoa 2=235(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 4= 125(LC 8), 2=-135(LC 9). 7= 231(LC 5) Max Gmv All reactions 250 lb or less at joint(s) 4, 2, 5,2 except 7=472(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except When shown. TOP CHORD 2-3=-486/456 BOT CHORD 2-7= 337/246, 3-7=-492/457 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left antl right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 1251b uplift aljoint 4, 1351b uplift at joint 2, 231 lb uplift at joint 7 and 1351b uplift at joint 2. 6)'Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard •:OR\V C SS,0NA� 01til%" Thomas A Alban! PE No.39380 MITek USA, Inc. FL Cent 6634 6904 Parka East Blvd. Tampa FL 33610 Date; December 28,2015 A WARNING- Ved/ydesignpammeters and READNOTES ON MISAND INCLUDED MmEKREFERANCEPAGEM0J473 rev. VML2015BEFOREUSE. D agn vdld for use oNy WM MITeM connectors. INs dedgn 5 Wsed o y Won parameters shown, antl Isfor an kldl Ai cl Wgdirt8 component. not �' r`� a trussystem. Before use, the Wkiing designer must verity the appllcaWiyoftle9gn parameters antl properly Incomorate ituedesign Into the overall bulltMg deugn. Bracing lr>dk:afed is to prevent Welding of Individual truss web and/or clwrd members oNy. Additional temporary and parmanonf bracing MiTek' Is always requlred for stablllty antl to prevent cakm5e with possmle persasol inlury and properly camellia. Par general guidance regarcli the fabrication. storage, delivery. erecllon and bracing of trusses; ancl Iruss systems Sa%iASI/TPII Quality Criteria, DS849 and BCSI Buading Component 6904 Parke East BNd. Safety Information available from truss Plate Institute, 218 N. Lee Street, Suite 312. Plexandea. VA22314. Tanya, FL 33610 o run mss type y nsnat4 ]3147 JFD SPECIAL 1 1 Job Reference (optional) Chambers Truss. Fart Pleroa. FL 3s4 II Run: LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in Qoc) Udell Ud .LOADING 20.0 Plate Grip DOL 1.26 TC 0.61 Ven(LL) -0.01 5-6 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.03 5-6 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code FBC2014/rP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 Scale=1:21.4 PLATES GRIP MT20 2441190 Weight: 201b FT=20%> BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except Qt=length) 4=Mechanical, 5=10echanical. (lb) - Max Harz 2=205(LC 8) Max Uplift All uplift 100 lb or less at joint($) 4 except 2=-224(LC 8), 7=-142(LC 5) Max Grav All reactions 250 lb or less at joint(s) 4, 2, 5,2 except 7=286(LC 13) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 315/268 BOTCHORD 3-7-311/277 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; 1--24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) `This Buss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(S) for tmss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (It=lb) 2=224, 7=142, 2=224. 6)'Semi-rigid pitchbreaks including heels* Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard CEN` No 3931 -0. eo' OR1V•'�jN�� Thomas A Albert PE No.39380 MRek USA, Inc. FL Cert 6684 6904 Parke Fast Blvd. Tampa FL 33610 Date: December28,2015 WARNING. Verify Eesignparameters ead READNOTES ON THSAND INCLUDED M/TEKREFERANCE PAGEMII-7473 rev. 1N 015EEFOREUSE Design valid ror use onlywlth Mnek® connectors. INsdesign it bused orry upon parametersshown, and is for an trxaviducl Micron component not a tots system. Before use. ma "dW designer must verify the appllcabilty of design parametemand Mopedy Ncoiporate iNs design Into the overall bulldingdeslgn. BractrnIndicated I,topoeventbucklingoflndMdualtmsweband/or crodmembemWy. Addiliorwltemporaryandpemlarentbracing MiTek' 6 always required for stability and to prevent collopse weh possible persona Injury and propedy damage. For general guidance regarding the storage, delivery, erection and bracing of irraes and Uuss systems, seeANSFIVII 6uaety Criteria, DSIFe and SCSI Building Component fi904 Parke East Blvd.febrk;atbn Safety Information available from truss Rafe Institute, 218 N. Lee Street, Safe 312. Alexandaa, VA 22314. Tahxa, FL 33610 o russ russ ype ry y 1817915 7314] JFE SPECIAL 1 1 Job Reference (optional) Cham08rs Tress, Fog Pierce, FL Hall: 7.6205 r302015 Frint 7.6405NW 102015 M118K In011sane5, me. Man aceZ 14;DN a.. rage. ID:ROF OlxjydrOEiWhtcExCZyFgYI.XiveErL3cOcFNtZCgAROJXg3eMW3gfsEojcAD0y4PvK -2-0-0 . 0-8-0 2-9-7 2.0-0 0.8.0 ~ 2-1-7 3x4 11 Scale = I A7.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) Well L/d PLATES GRIP •TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0,00 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 14 lb FT=20% LUMBER- - BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except Qt=length) 4=Mechanical, 5=Mechanical. (lb) - Max Horz 2=153(LC 8) Max Uplift All uplift 1001b or less atjoint(s) 4,7 except 2= 350(LC 8) Max Grav All reactions 250 lb or less at)oint(s) 4, 7, 5 except 2=298(LC 1). 2=298(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) orless except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh, BCDL=3.Opsf; h=181h, B=45fh L=24ft; eave=41t•, Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument With any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beafing plate capable of withstanding 1001b uplift at joint(s) 4, 7 except QL=lb) 2=350, 2=350. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASES) Standard ......�p�`�NSA. ` G E N No 39' � "r3 A; 's Thomas A Albanl PE No.39380 MiTek UK Inc. FL Cart 6834 6904 Padre East Blvd. Tampa R.33610 Date: December 28,2015 ®WARNING. Vedfxdeslgnparamefersantl READNOTES GNWSANDWCLUDEOMREKREFERANCEPAGEMII74"3m .. 10113015BEFGREUSE. ■�' Designv ldfor use oNy Wh MBeld9connecton. lNsdesignisbas*,doNYupon parameters shown.and is form htllMWal WOd111g component, not a ease system. Before use, tine bLdId xl designer must vefiy the oppllcabllly of desgn parameters and propefly Incorporate this design Into the overall awhglndlwtedktoaevenlWakllwofMMdtraltmssweband/orchordmemt morly. AdolliolnitemWaTymdperma ntlxacUV MiTek' buBcingdes1m. b Vwaysre iredforstaNiym.dto Wevenlcdig WlhpossBl:epersondhluryand Wr ,ydamage. fageneralguldanceregardingthe (aMr tiom storage. delivery, erecflon antl t whg of t m and to system weMSVTPl l QualityC4leda, DSB-69 and BCBI Binding Component 004 Parke East BNd. safety Information oval aom 1n2s Rate lmtllute. 218 N. Lee Street Suite 312. Alexandria. VA22314. Tama, FL 33610 o mss cuss ype N y nenels ]319] JFF SPECIAL 3 1 Job Reference o aonal Chambers TN%, Fon Plate., FL Run: 7.620 5 APpf 3e 2015 Puff: 7.640 9 NOV 10 2015 Mn eK Ineusln2s, Inc Man UBC 2tl 14:bV= [m0 rage 1 ID:ROFD0I ydrOEiWhtcExCZyFgYI-?VTOSBMhNJk6?186EuydrkNExltdP66N1NMkISy4PVJ -2.0-0 0-71-8 2.0.0 0-11-8 4x6 = 3 LOADING (psp SPACING- 2-0-0 CSI. DEFL, in Doc) Well Ud TCLL 20.0 Plate Gdp DOL 1.25 TC 0.64 Vert(LL) 0.00 2 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(TL) 0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) 0.01 5 n/a rura BCOL 10.0 Code FBC2014/TPI: (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=393/0-8-0 (min. 0-1-8), 5— 181/Mechanical Max Horz 2=103(LC 8) Max Uplift 2=-508(LC 8), 5=-181(LC 1) Max Gray, 2=393(LC 1). 5=284(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-283/180, 3-4=-263/175 Scale =1:13.7 PLATES GRIP MT20 244/190 Weight 9lb FT=20% Structural wood sheathing directly applied or 0-11-8 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. UTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF, BCDL=3.Opsh, h=18ft; B=4511; L=241p eave=4ft; Cat. II; Exit C; Encl.. GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connectlons. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 2=508, 5=181. 6) "Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ��,'��� �•�GENSF''9'1i No 3938Q OR%V- ;NA1- - Thomas A. Albxni PE No.39380 MiTek USA, Inc. R. Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 28,2015 Q WANNWG- VedydasignparacetenrardaEAD NOTES ON MIS AND INCLUDEO MrTEICFEFENANCE PAGEMP74M., 10/=0159EFONEUSE Design valid for use only Win MireWconnectors. this tlesign is basetl oNy upon parameters show¢and; is for al altlMdral Wilding component.act �' Nil'p■ a truss system. Before use, the bWdrlg designer must verify the applicaballyof desrgn parametersond properly Incorporate this design Into Ito overall Bracing InKficaled Is to Ducking Individual ftusswelo and/or cinaud members only. Addilonaltempomryandpermanenibraceg Met( buidlgtlo9gn. pevent of k sways regWretlfa stabilityantl to prevent collapse with possmle personal Inlury arrJ property damage. For general gulOalce regadrg the ekatbn storage. tlel aectlo bracng of D58-99 wd BCSI BuadNg Component 6904 Parka East Blvd. santl suite31 . Alexandre VA 223Crlfada, Safety Infamamon avdloble hom truss Plate InstlNte, 218 N. Lee Sheet.5ulte 312 PlexorKdtl¢ VA 22314. safetyble, 18 N. tea Sheet. Tanga, FL 33610 rums ype ry y nensn rmas ]314] JFG 6PECIAL 1 1 Job Reference (optional) ChamSers Truss, Fort Pierce, FL Run: 7.620 s Apr 3D 2015 PriN:7.640 s Nov 10 2015 %Tek Induables, Inc. Mon Dec 281459:30 2015 Page 1 ID:ROFDOI*drOEiW htcExCZyFgYI-?vTOSBMhNjk6?180EuydrkNEOlsoP66N1 NMkISy4PvJ -2.0.0 5 Z. i 088 1--15 Scale =1:15.S 63.4 II 0.8-0 1-&15 0.8-0 t-1-15 Plate Offsets (X Y)-- 12:0-0-10 Edgel 17.0-3-0 0-1-81 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Vdefl Ud PLATES GRIP -rCLL 20.0 Plate Gdp DOL 1.25 TC 0.61 Vert(LL) 0.00 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.00 10 >999 180 8CLL 0.0 ' Rep Stress Incr YES We 0.00 Horz(rL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 11 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 4=17/Mechanical, 2=286/0-8-0 (min. 0-1-8), 5=6/Mechanical Max Horz 2=131(LC 8) Max Uplift 4= 16(LC 5), 2= 288(LC 8) Max Grav 4=23(LC 13), 2=286(LC 1), 5=20(LC 3) FORCES. (Ib) - Max. CompJMm. Ten. -Aft forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-9-15 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required crass bracing be Installed during truss erection, in accordance with Stabilizer Installation culde. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.OpsF, h=18ft; B=45ft; L=24ft', eave-4ftl Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever leftand right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0mf on the bottom choral in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of Imss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Ut=lb) 2=288. 6)'Semi-rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard % ONSI A 4'r V G E N Stc 92i No 33999338�Q.��� OR1V• ;NALE Thomas A. Albant PE No.39380 MRek USA, Inc. FL Carl 6634 6904 Parke East Bind. Tampa FL 33610 Date: December 28,2015 Q WARNING -Verify Ceslgnparamel...d READ NOTES ON TNISANDWCLUDEDMI KFEF£aANCEPAGEMOJ4nmI.. lrblt%1015BEFORE USE Design valid form ONy WIh MITeMcorvrectors. uts design is based oNy upon Parameters shown, and Is for an indIvldual balding component not a buss system. Before use, the building designer must verlty Iho appllcablity of design geometers and properly incorporate ihIsclealan Into me overall bullr8rgdeslgn. Wmhglnal edistopfevent Mekling 011ndlvkiuoli webonal/mchordmembemoNy. Addlilorwltemporaryondpeimonentbraclrlg MiTek' Is always reculrealfar stablay and to mevent collapse with possbe persond Wray and property canage. For general guldonce, regarding the fababa ton, storage, delNery. erection and bracing of trusses anal truss systems, seeANSI/IPII Quality Cdteda, DSB49 and BCSI Bueding Component m04 Parke East BW. Safety Information ovallable from Inm Rate ImflWte. 218 N. Lee Street. Suite 312, Mexardda. VA 22314. Tana, FL 33610 Truss I russ I ype Cry ply T7817918 73147 JFH SPECIAL 1 1 Job Reference (optional) Chambers Truss, Ten Pierce, FL Run: T620 s Apr302015 NiM: 7.640s Nov 102015 MiTek Industries, Inc. Mon Dec 28 14:59:39 2015 Page 1 ID:ROFDOIxjydrQEiW htcExCZyFgYI-T50Of W NJ81s=BjanbTsOywO79Ag8ZMXF15HHuy4Pvl -2-0-0 0-8-0 3-9-15 2-0-0 0-8-0 i 3 1 15 l Scale=1:19.5 0- 12) 34&15 � 0-&0 3-1-15 1 Plate Offsets(X,Y)-- f2:0-0-14,Edge1.17:0-3-00-1-8j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) Udell Ud PLATES GRIP --CLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.00 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(FL) -0.01 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rQ -0.01 5 n/a ❑/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) Weight: 18 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except (jt=length) 4=110echanical, 5=Mechanical. (to) - Max Harz 2=180(LC 8) Max Uplift All uplift 1001b or less atjoint(s) 4, 7 except 2= 293(LC 8) Max Grav All reactions 250 Ito or less at joint(s) 4, 2, 7, 5, 2 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=181t; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpf=0.18; MIN FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 7 except OI=Ib) 2=293, 2=293. 6) "Semi -rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard ,O0pMPS�A 4 No 39380 %F a : 0 R I V.--&"-N' O�SS'�NA' �r1p�% Thomas A Albanl PE No.39360 Mf lk USA, Inc. FL Cart 6334 6904 Parka East Bfvd Tampa Fl. 33610 Date: December 28,2015 ®WARNING- Vedlydesignparamarerrand READ NOTES ON 711ISANO/NCLUDED MITEKREFERANCE PAGEMA74TSrev. 1NTIcIVISREFOREUSE Design valid form only Wth Mit connecfas.I red ri S baseci only upon parameters shown. and is form hdivldual building component.not a truss system. Before use. the bulling designer most verfy the apWlcabilry of dedgn parameters and IO operly hoomorate this design Into The overall bWtlingdeslgn. HwhghwlcotedlstopreventWckingofhdNdwiT weband/acMrdmemWmonly. Atlalronaitemporaryandtxennartentbracirig MiTek' It always required for stability and to prevent collapse wgh rxodde personal r ury and property damage. For general guidance regardlrxt the fabrication storai delivery, erector, and bracing of lasses and Tmss systems saeANsl/WII Quality Criteria, DSB49 and Inca Boring Component 6904 Parke East Blvd. Safety Information available from truss Plate InsgMe, 218 N. Lee Sheet, Suite 317 Alexandra, VA 22314. Tampa, FL 33610 fuss mss ype y nenata ]314] JMA SPECIAL 1 1 Job Reference o Bonal Chambers Truss, Fod Pierce, FL I Run: 3x4 II Scale=1:21.0 36-4 5-6-4 J' 9-0-0 3-6-4 2-0-0 3-5-12 LOADING (Pat) SPACING- 2-0-0 CS1. DEFL in Doc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 125 TO 0.19 Vert(LL) -0.01 6-7 >999 240 MT20 244/190 -TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.03 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix-M) Weight: 44 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 6=379/Mechanical, 2=562/0-8-0 (min. 0-1-8) Max Harz 2=262(LC 8) Max Uplift 6=-225(LC 8), 2=-385(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 5861191, 3-4=-503/193 BOT CHORD 2-8= 283/497, 7-8=-279/503, 6-7=-279/499 WEBS 4-6=548/307 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during loos erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B--35ff; L=24ft; eave-40; Cat. II; ExP C; Encl., GCpi=0.18; MI (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.0ps1 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 100111 uplift at joint(s) except (jl=Ib) 6=225, 2=385. 7) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard OPS A.fq4 ENg�.9 • NG 3938�. _ ��p,�d'/0NA` `41 �� Thomas A Alban] PE No.39380 MITek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: December 28,2015 A WARNING -Verilydesignparametessand READ NOTES ON TNISANDWCLUDEOMREKREFERANCEPAGEMH-74T3rev. I"MO15HEFOREUSE Design valid Per use only Win NJiekO correctors. TNsdesign is based only upon parametem show, and Mot an WhAdual buildig component not a truss system. Delete use. the builci g desigrier must vehty the applicabaity of design parameremand properly hoonxorale Mh deslgn Into the overall buONngdedgn. ruacig lndlcaletl is to Prevent bucklIg oftridIvdual tlussweb and/or chord members only. AddIlolwltempomryadpemwnentbracM1g ■•Yq MOW Is always lectured for stability and to prevent collapse wllh possNe persorwl injury Goal property dpmage. For general guldarce regarding me fabricaibrt storage, delivery, erection and bracing of fmsses and truss systems seeMSUTPII Quality Criteria. DS849 and SCSI Building Component 004 Palle East BMd. salary lnforrnallon available from Russ Plate Ins11Me. 218 N. Lee Street, Sulte312, Alexandra, VA 22314. Tampa, FL 33610 russ russ ype ly y --- T 81]920 ]314] JX7 JACK 1 i Job Reference (oofional) Chambers Truss, Fort Pierce, FL i LOADING (psl) SPACING- 2-0-0 CSI. TOLL 20.0 Plate Grip DOL 1.25 TC 0.31 TCDL 15.0 Lumber DOL 1.25 BC 0.59 BOLL 0.0 ' Rep Stress Incr YES MIS 0.05 BCDL 10.0 Code FBC2014/TP12007 (Matnx-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. glatsize) 2=522/0-8-0 (min. 0-1 -8), 4=23910-3-8 (min. 0-1-8) Max Horz 2=262(LC 8) Max Uplift 2=-358(LC 8), 4=-155(LC 8) Max Grav 2=522(LC 1). 4=243(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Run: ].620s AAppr 302015 Print 7.640 s Nov 102015 Mnek industries.Inc. Mon Dec 28 14:59:39 2015 Page ID:ROFDOlxjydrOEiW htcExCZyFgYI-T5OOfW NJBls=BjanbTsOywTgg3hBZcXF15HHuy4PVl 2x3 II Scale =1:21.0 DEFL. In (roc) Ifdefl Lid PLATES GRIP Vert(L-) -0.06 4-7 >999 240 MT20 244/190 Vert(TL) -0.16 4-7 >500 180 Horz(TL) 0.01 2 n/a Na Weight: 29111 FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45R; L=24ft, eave=4ft;, Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever leftand right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent With any other live loads. 3) ' This truss has been designed for a live load of 20.0paf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except Ot=1b) 2=358, 4=155. 5)'Semi-rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard °p,0?:S� A r44 No 39380 i t� • � OR 'I'D NC Thomas A. Albert PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: December 28,2015 A WARNING -Verify designperamelersandREADNOTES ON TNISANDINCLUOED MREXREPEI NCEPAGEMII-7473rev IIAGG01SBEFORE USE Desgn valid for use onh Wth MiieMconnectors. ftcesign 6 based oNyupon paameters shown, and is form lrallvitlual building component. not a inns system. Before use, the building designer must verny the applicadlityof design parameters antl propery h Tnorafe this design Into the overall i�•��J bulldingdesgn. Bracing Indicated is to prevent buciding of lrllt.1aol tm5sweb arW/or chord membersori Addlllorlal temporary and permanent bracing MiTek' B always requlredfar stability antl to prevent collarre with possible persoM hjray antl property amnage. For general guidance regarding the fabrication storage, delivery, erection and brachg of tnsses and buss systems, seeANSI]TPII Quality Criteria, DSB49 and 81 Balding Component 6904 Parke East Blvd. Safety Information available from Truss Male Institute, 218 N. Lee Street, Sulie 312, NexaWda. VA 22314. Temp, FL 33610 russ runs ype y nene2l ]314] KJ2 MONO TRUSa 2 1 Job Reference o tional Chambers Truss, Fort Pierce, FL Run: 7.620a A,r302015 Print 7.64DS Nay 102015 MITex lndUsirlea,lai Mon Uee 2619:b9:4a'LUID Veto ID:ROFpD0lxjydrOEtW htcExCZyFgYI-xHamtsOnL_pELInLJ_5wgScsZVPub0bgUgrrgLy4PvH Scale=1:10.8 2-9-3 Plate Offsets MY)-- (2�0-0.8 Edgel LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in too) Udell Ud PLATES GRIP 'TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.02 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress ]nor NO We 0.00 HOrz(rL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 13 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-93 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 or; bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide - REACTIONS. (Ib/size) 3=-14/Mechanlcal,2=303/0-11-5 (min. 0-1-8),4=47/10echanical Max Ho¢ 2=130(LC 8) Max Uplift 3=-74(LC 17), 2=360(LC 8). 4= 92(LC 17) Max Grav 3=110(LC 24), 2=360(LC 28). 4=136(LC 24) FORCES. (lb) - Maz. CompJMsx. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vnd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; 8=450; L=24ft; eave=4it; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and dght exposed ; Lumber OOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. `„111111111� 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=360. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �J �r • �G E N g �. or other connection device(at shall be provided sufficient to support load(s)-6-1, 1391b down and up at 7) H-6-1, N/ a(s) d 76 l up a nd71b 18-i, and 1391b down and 1271b up at 1-6-1 on [op chord, and 781b down and 76Ib up at 1-6-1, and 781b down and 761b up at = 1-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). C� LOAD CASE(S) Standard !Y?�I ((/ 1) Dead A Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 •' Uniform Loads (pit) •� Vert: 1-3=-70, 4.5=-20 �i�\'s O R IQ•' Concentrated Loads (lb52, B=52) 9=90(F=45, B=45) i�PQsIONA' '�,0l. Thomas k Albert PE No.39380 MiTek USA, Inc. R. Cert 6634 69M Parke East Blvd. Tampa FL 33610 Date: December 28,2015 Q WARNNG-Vedydealgnparametemand REAONOTES ON THISANGWCLVDmmffEKREFERANCEPAGEMb7473rev. VM93,20159EF017E USE Design valid for use onlywith MiTek®connectors. INstlesign ElxareU ONy upon parameterashcon. antl is for on hldivduai hurdling component, nor �R a truss system. Before use, the bued ix, designer must vedry the oppllcolAny of tlesign pars notemand properly incorporate Mrs design Into the overall Is to Wolcling web bracing fpos9ble MiTek' lnlury MdProperty damage.NFyor gendeal eWaannce regaroirg meant ffor stabll�ard to preveed nt coAapasiAlnt Is Is alwayseguireBracing n pasond 6904 Parke East BNd. fabrication, storage, delivery, erection and bracelg of fmses aM truss systems. seeMSI/TPll Quality Credo. DS849 and SCSI Buffing Component Tampa, FL 33610 Safety Information avallabte from Truss Plate InstiMe, 218 N. Lee Street Sulte312, Alexandra VA 22314. o russ TrussType Y nenezz 73147 KJ3 MONOTRUSS 2 1 Job Reference (optiona0 Chambers Truss, Pon Pierce, FL Run Scale =1:12.1 Plate Offsets(YY)-- 12:0-0-8,Edgel LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in 0oc) I/deft Ud PLATES GRIP ,TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.03 4-7 >999 ISO BCLL 0.0 ' Rep Stress Inner NO W B 0.00 Horz(TL) 0.00 2 We ri BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 151b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=32/Mechanical, 2=292/0-11-5 (min. 0-1-8), 4= 16/Mechanical Max Horz 2=144(LC 24) Max Uplift 3= 24(LC 5). 2=-33B(LC 8), 4=-49(LC 17) Max Gray 3=72(LC 28), 2=391(LC 28), 4=95(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCp1=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift alloint(s) 3, 4 except gt=lb) 2=338. 6)'Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 139 lb down and 127 lb up at 1-6-1, and 139 lb down and 127 lb up at 1-6-1 on top chord, and 78 lb down and 76 lb up at 1-6-1, and 78 lb down and 76 lb up at 181 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASES) 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): Lumberincrease=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.3= 70, 4.5=.20 Concentrated Loads (lb) Vert: 8=105(F=52, B=52) 9=90(F=45, B=45) A. C E NS No 3938 ,ONA Thomas A AIbaniPE N09380 MRek USA, Inc. R. Cart 6634 6904 Paden East Blvd. Tampa FL 33610 Date: December 28,2015 ® WARNING. Vedrydeslgnparamefersand READ NOTESON MISANDWCLVDED MREKREFERANCEFAGEMP74M re .1NO3/1015 BEFORE USE. De gn vend forum only WM Mgek®conrmctors. lNs design is based only upon parameters shown. and Isfor an IntllNdual bundlrg component,not a truss system. Before use. the bdldirg designer must verify the applicabnity of design parameters and properly Ncorporate ails design Into fine overall r bWmngde9gn.@acingIndicated! Ntoprevent buckling ofBWMtlualtruss web aud/or chord members only, Additional temporary and pemwnentlemarg MiTek' Is always regUred for stability and to prevent collapse with possNie petsoml hjxy and popery cornage. For general gttcance regoralrg the fabricatbR storage, delivery. erecflon and bracing of fosses and Inns systems. seeMS1/fpl t Quality C6leda, OSS49 and BCSI Bunding Component fi804 Parke East Blvd. 6904Prk Safety Information avallabie from I= Rate Insfiture. 218 N. Lee Street. Sulte 312, Alexandria. VA 22314. East russ russ ype ry y nan9z3 ]3197 KJ4 MONO TRU55 2 1 Job Reference o floral Chambers Truss, Foil Rama, FL Run: 7.620 s Apr 302015 POm: 7.640 s N W 10 2015 MITex Induslrres, In. Mon Uec 26145941 2015 Page 1 ID:ROFDOIxrytlrOEiWhtcExCZyFgYI-PUB94COZfe6gsUMOWKTN?nczsUcTr(jKaOMny4PVG -2-9-15 4-2-3 2-9-15 42-3 Scale=1:13.8 42-3 Plate Offsets (XY)-- 12:0-0-12.Edael LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (Ioc) Well Ud PLATES GRIP 'rCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.04 4-7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.19 Vert(TL) -0.04 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(rL) 0.00 2 We Na BCDL 10.0 Code FBC2014/rP12007 (Matrix-M) Weight: 17lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=64/Mechanical, 2=301/0-11-5 (min. 0-1-8), 4=4/Mechmical Max Harz 2=156(LC 24) Max Uplift 3=-45(LC 8), 2=-333(LC 8), 4=-22(LC 17) Max Grav 3=91(1-C 28), 2=422(LC 28), 4=72(LC 24) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45fp L=24ft; eaveaft; Oat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. for 111111 fer con connection b others) connections. 5) Providte mechanicaltruss to bearin late capable of withstanding 100lb uplift a[ joint(s) s 3, 4 except of=lb (Y ) 9P aP 9 P 1 O) �P`�PS A, Abe �•,� 2=333. • • E N q 6) "Semi -rigid pitchbreaks including heels' Member end fi>oty, model was used in the analysis and design of this truss. ��, `Z'O Ci �� � ; •`.k SF•'•, L/I 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 139 lb down and 1271b up at ` •• No 39380, 1-6-1, and 139111 down and 127 lb up at 1-6-1 on top chord, and 78 lb down and 76 lb up at 1-0-1, and 78 lb down and 76 lb up at _y_ 1fr1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. _ 8) In the LOAD CASE(S) section, loads applied to the face of the thus are noted as front IF) or back (B). LOAD CASES) Standard 1) Dead+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 :� E •' (� Uniform Loads (pit) Vert: 1-3=-70, 4-5=-20 Concentrated I�,�V .� OR1�•.•�\,� Vert: Pb52, B=52) 9=90(F=45, 6=45) � '�hS��NAI 8=105(ads `E Thomas A Albert PE No.39380 MlTak USA, Ina FL Geri 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 28,2015 O WARNING-VedtydesignparumefereandREAD NOTES ON THIS AND INCLUDED MmISKREFERANCE PAGE 14M17473rev, 10173Q015 BEFORE USE Designvalld for useomywith Mnek®connectors.➢Jsdeslgn Isbasedonlyupon parameterssho,V antl Is form Y1Ulvidual Larding component. not �' a hus system. Before use, the bmldng designer must verify the oppllcab0lty of design parametersard properly trroomorpte this design Into the overall bWOing design.Bracing Indkntetl is to prevent buckling of lndlvidmi hiss web antl/or chord members only. AddltlonaltennWrarymciperimmentbracing WeK Is always required (or stability and to Dievent collapse w%h posmle personal Nlury and properly damage. For general guidance regarcam Ine fabrkullon, storage, delNery, erection antl bracing of tnlses and truss systems. seeANSU1PII Quality Cdterla, DS849 and SCSI SuMing Component 6904 Parke East Bled. Safety Information avollaNe, from inns Rate Insalute, 218 N. Lee Street Suite 312, Alexandria, VA 22314, Tampa. FL 33610 Is, o mss runs ype y neneza 7314T xJ9 MONO TRUBS 2 t Jab Reference o tional Chambers TMss, Fort Pierce, FL Smote=1:23.1 asn — - 5-2-9 9-10-1 b2-9 4-7-8 Plate Offsets (X Y)-- 12:0-0-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Doc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.06 7-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.08 6-7 >999 180 BCLL 0.0 Rep Stress lncr NO WB 0.30 Hoa(TL) 0.01 5 n/a War BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 43 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib/slze) 4=229/Mechanical, 2=46210-11-5 (min. 0-1-8), 5=285/Mechmical Max Hon: 2=261(LC 8) Max Uplift 4=-238(LC 6). 2=389(LC 8). 5= 113(LC 7) Max Grav, 4=229(LC 1), 2=630(LC 28), 5=317(LC 28) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc puffins. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. MITak recommends that Stabilizers and required cross bracing be Installed dunng truss erection, in accordance with Stabilizer Installation guide. FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-11=-866/403, 11-12=-787/373, 3-12= 711/350 BOT CHORD 2-14=-370/6lf6. 14-15=-370/686, 7-15=370/686, 7-16=370/686, 6-16=-370/686 WEBS 3-6=732/395 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.OpsF h=18ft; B=451t', L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCp1=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrent with any other Ilve loads. 3) ' This truss has been designed fora live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to Truss wnnections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at -lb) 4=238, 2=389, 5=113. 6)'Semi-dg(d pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 139 lb down and 1271b up at 1-6-1, 1391b down and 127 Us up at 1-6-1, 121 lb down and 97lb up at 4-4-0, 121 lb down and 97lb up at 4-4-0, 158 lb down and 155 lb up at 7-1-15, and 158 lb down and 155lb up at 7-1-15, and 1901b down and 206 It, up at 9-8-5 on top chord, and 78 lb down and 76 lb up at 1-6-1, 78 Ib down and 76 lb up at 1-6-1, 241b down and 22 lb up at 4-4-0, 24 It, down and 22 lb up at 4-4-0, 34 lb down and 17lb up at 7-1-15, and 34 lb down and 17Ib up at 7-1-15, and 49 Ib down and 12 Ito up at 9-8-5 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4— 70, 5-8-20 opS A �'44 vvGENSF 9'l No�y39380, ONA' ,S.`,l' Thomas A. Alban) PE No.39360 MlTek USA, Inc. FL Dent 6634 69" Parke East Blvd. Tampa FL 33610 Date: December 28,2015 C�iWARflWE+weery aeslgn Damneters antl REAONOTES ON MIS AND INCLUDES N/TEKREFERANCEPAGEMW4nmx 1OAAirz015BEFOREUSE Decifyl valid for use only with MRehID connectors. INsdestgn Is based oNyupon poramefereshown, and Is form hdMdual Wilding component, not � a tms system. Before use, the Wilding designer must vedry Inc applicability of design parameters anal property hworporate this design Into the overall WcWNotlndlvldualtmswebantl/orchoMmembersoNy. Addlaonaltemporaryandpermanentbracing MiTek' bdldrg design.Brmhrgindk:aledlstoprevent is dways required for Stablliry and to prevent collapse wish Possible personal hUAy, and property damage. For Wnemi guidance regarding line 004 Parke East Bad. faMcaibn, storage, deltyery, erecflon and broclrg of fuses and tMs systems, seeANSVIPII Quality Criteria, DSB49 and BCSI BuIldiag Component Tarnpa, FL 33610 Safety information available from Tess Rate Institute. 218 N. Lee Street, Sdte 312, Alexandila, VA 22314. o ' russ runs ype y T]81]929 ]314] KJ9 MONOTRUSS 2 1 Job Reference o lional Chambers Truw Fod Pierce, FL .on :r.owseraumurm,,:,.wos,.o.,,,�.,i5,6.. MNAcLs '.,,s., ID:ROF OlxrydrOEiWhtcExCZyFgYI-tgi%HYPCOyF ' "'* 1Z0aYyMNACLsSn -KxU y4PvF LOAD CASE(S) Standard '�,'oncenlrated Loads (lb) Vert: 4=-75(B) 6= 34(B) 11=105(F=52, B=52) 12=72(F=36, B=36) 13= 47(F=-23, B=-23) 14=90(F=45, B=45) 15=15(F=S, B=8) 16=-30(F= 15, B=-15) ® WARNING -Ventytlesign parameters and READ NOTES ON THISAND INCLUDED MNEKREFERANCEPAGEMO-7473no, 104TJ/l0159EFORE USE R' Design valid for use only wOh MRek®connectors. Bdsdesign 5 based miyupoo parameters shovm, and is form MlNtlual WOding component, not P■j a imssysfem. Before use, the bWlcling designer Most ve01y Us, ap,llcabslty of design parameters and properly Incorporate this design Into the overall me Adtllllonaltemporarymdpemtanentbracing MiTeK buildogdoslgn.Wmhglndlcatedhtoprevenl Wcklhgoflndlvldwitnrssweband/wclwrdmem y. Is always required for stabilllY and to prevent collapse with possible personal injury God property damage. For general guidance regarding the talAcatbn, storage, delivery, elecllon and bracing of tmsses and truss systems, sooANSI/fPlt Quality Criteria, DSB-89 antl BCSI Building Component 004 Parke East BN6. Safely Information avapaWe from Bus Nate institute. 218 N. lee Street. Suite 312. Alexandtla, VA 22314. Tampa, FL =10 fuss russ ype ry y Pet]926 ]314] KJN MONO TflUSS 1 1 Job Reference a tional Chamfers Truss. Fart Pleme, FL Mun: LOADING (psp SPACING- 2-0-0 CSI. DEFL. in Qoc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vart(LL) -0.05 7-10 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.07 6-7 >999 180 BCLL 0.0 Rep Stress lncr NO WB 0.24 HOrz(TL) 0.01 5 n/a Na BCDL 10.0 Code FBC2014/rP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No-3 REACTIONS. (lb/size) 4=15WMechanica1, 2=438/0-11-5 (min. 0-1-8), 5=234/Mechanical Max Harz 2=250(LC 24) Max Uplift 4=-141(LC 8), 2=-382(LC 8), 5= 119(LC 5) Max Gmv 4=153(LC 1), 2=604(LC 28), 5=271(LC 29) Scale =1:22.1 PLATES GRIP MT20 244/190 Weight: 40lb FT=20% BRACING - TOP CHORD Structural mod sheathing directly applied or 5-7-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTak recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-11= 842/403, 11-12=-763/373, 3-12=-687/347 BOT CHORD 2-14= 369/629, 14-15=J69/629, 7-15=369/629, 7-16=369/629, 6-16=-369/629 WEBS 3-6=673/395 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL-1.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will [it between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 4=141, 2=382, 5=119. 6) *Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 139 lb down and 127lb up at 1-6-1, 1391to down and 127 lb up at 1-6-1, 121 lb down and 97lb up at 4-4-0, 121 lb down and 97lb up at 4-4-0. and 158 lb down and 1551b up at 7-1-1 S. and 160 Ib down and 162 lb up at 7-1-15 on top chord, and 78 lb down and 76lb up at 1-6-1, 781b down and 76lb up at 1-6-1, 24 to down and 22 lb up at 4-4-0. 24 to down and 22 ib up at 4-4-0, and 34 to down and 17 lb up at 7-1-15, and 361b down and 301b up at 7-1-15 on bottom chord. The design/selection of such connection devices) Is the responsibility of others. 8) 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 + Rool Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-70, 5-8= 20 II O��p�Ps' A I A4 ENS�' 92i No 39380, r;: � NA� Thomas A. Alban) PE No.39380 MUek USA, Inc. R. Cert 6634 6904 Paden East Blvd. Tampa FL 33610 Date: December 28,2015 GAJ1t��INNING+Vorlry�esign parameters enCNEAD NOTES ON THIS AND INCLUDED MITEKHEFEHANCE PAGE MD-7475mv. 10/0.1II20156EFOHE USE I► Design valid refuse onlywltri MBek49connectors Ns design Is basedonlyupon parametem MOM, OWN for an loll l Wilding component.not a IoUa system. Before use, the buBtlBg designer must ved y the applicability of design parameters and Ixoleetly incorporate brb design Into the overall bUldlg tleslal. Br=hgh atedlstopevenl WcklingoflWMdualtmsweband/acMrdmembersoNy. AcidllamltemporaryondpermanentbraGng ■.•E.S1Yj� M)TeK b always regUmd for stadlityand to pevenl cdlapse wlih possUe persa,d hlury and Mx fry damage. Fot general guidance regardngthe fabrkatbm storage. delivery. erec and bracng of tms sand tens sptMm se NSVTPll Aua0tyCdterla, D58-89 a BC51 Bundng Component 6904 Parka East Btot safety Information wailade from Trus Rate Institute. 218 N. Lee sheet. Suite 312, Alexandria VA 22314. Tamp., FL 33610 Nss W- ype y T]a1]B25 ]314] KJN MONO Tflg$$ 1 1 Job Reference o honal Chambers Truss. Fort Pierce, FL Run:].620 a Accr 302015 Pan: ].fi909 NW 102015 MneX Industries, InC Mon U8C 2814:59422a10 Paget ID:ROFOOIxjydrOEiW htcExCZyF9YI-tgiXHYPCOyFXTeS9Tj1ZOaYyMNBgLtLu_KxuDy4PvF LOAD CASE(S) Standard 'Concentrated Loads (lb) Vert: 11=105(F=52, B=52) 12=72(F=36, 8=36) 13=-52(F=23, B=-29) 14=90(F=45, B=45) 15=15(F=8, B=8) 16=-35(F=-15, B= 21) Q WARNING -Vally dodge p.tero and READ NOTES ON THIS AND INCLUDED MNEK REFERANCE PAGE M67477rev. 10/OJrz015 BEFORE USE Design valid for use only Wth Mrfek® connectors. Misdesign In based only upon porametersetawn, and h for an hdIvWual brBtlPg component, not a huss system. Before use, the bWtlBg definer must verity the appllcablity of design parameters arld property incorporate ft design Into the overall bulldngdesIgn. Brocingindlcaledktoprevent Warding ofindIvidualinrawebarollorchord membemonly. Adalllonoltemporaryontlpermarnentlxaclrg MiTek' In otways regWred for stab0lty antl to prevent collapse Wlh poaHNe personal Injury and properly damage. For generd gukl n eregartlVg me fabkoikm, storage, delivery. erection and bracWQ of mesas and tons system% SeeANSI/IPU Quality Critedo, DSB-89 and BCSI BuSdng Component 69M Parke East Blvd. Safety Information ovdioble from Irma Plate Imtltute, 218 N. Lea Street, sale 312, Alexandria, VA22314, Tarn FL 33610 a Miss russ ype y T1817926 73147 KJO MONOTRUSS 1 i Job Reference o aonal Chambers Truss, Foe pales, FL Hun: 1.w.. npr'sa zuID r-nrn: r.eno s rvov ry ry u mu nn n..uanms, nix:. - r ye ID:ROFDONydrQEiWhtcExCZyFgYI-MsGvVuQgBGN05olLORYOYo476mY24NL7Ae3VQgy4PvE -2-9-15 3-7-1 2-9-15 3.7-1 Scale=1:12.7 (pst) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Well Lid PLATES GRIP _LOADING TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(rL) 0.03 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO INS 0.00 HOrz(TL) 0.00 2 Na n/a BCDL 10.0 Code FBC2014/TP12007 (Matnx-M) Weight: 15 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 ROT CHORD REACTIONS. (lb/size) 3=36/Mechanical, 2=293/0-11-5 (min. 0-1-8), 4= 113/Mechanical Max Harz 2=145(LC 8) Max Uplift 3=-27(LC 5), 2= 337(LC 8). 4=-45(LC 17) Max Grav 3=75(LC 28), 2=395(LC 28), 4=91(LC 24) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-7-1 oc pudins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during thus erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vas l=132mph; TCDL=4.2psf; BODL=3.Opsf; h=18f; B--15f; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MNFRS (directional); cantilever lefland night exposed; Lumber DOL=1.60 plate gap DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joinl(s) 3, 4 except (t=lb) 2=337. 6) "Seml-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 139 lb down and 127 lb up at 1-6-1, and 139 lb down and 127 lb up at 1-6-1 on top chord, and 78 In down and 76lb up at 1-6-1, and 78 Ib down and 761b up at 1-6-1 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-5=-20 Concentrated Loads (lb) Vert: 8=105(F=52, B=52) 9=90(F=45, B=45) ,,,,,PsrAn \G E N No39' O R XjNC Thomas A Alban! PE No.39380 MITek USA, Inc. R. Carl 6634 69N Parke Fast Blvd. Tampa FL 33610 Date: December 28,2015 ® WARNING-vadydaetgnpmsmefem end REAONOTES ON THISANO ACLUOEO MREKREFERANCE PAGEM11,7473rev. 1041SR015BEFORE USE Design volld for use only with Mrieloc connectors, This design Is based ONy upon parameters shown, and Is for an hdiAdual Wilding component, rot a buss system. Before use, the bulidng designer must verify the applicability of design parameters and properly Incorporate this design Into the overall MiTelc bullde coslgn. among Indicated btoprevent buckling ofindMdudhusswebantl/or Chord members onIy.Atldnonaltemporaryondroemenentbracing 6 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regceci the fobrbotbr, storage, delver,, eeoBon and bracing of trusses antl truss systems seeANSI/TPII Quality criteria, bill arM BCSI Bulidng Component 004 Parke East Blvd. safety Information available from Truss Plate Insfitute, 218 N. use sheet. Suite 312. Nexanc VA 22314. Ten., FL 33610 Nss Truss 1 ype ty y T781]92] 7 3147 MV2 VALLEY 2 1 Job Reference (optional ChamOers Truce, Fort Pierce, FL 3x4 '- Run: 7.620 s Apr 302016 Print: 7.6405 NOV 102015 Mlrek InaWrIee. X. Man UBC 2814:59:432013 Fagg l ID:ROFDClxjydrOEiWhtcExCZyFgYI.MsGvVuOgBGN05ol LORYoYo4DxmaT4NL7Ae3VOgy4PvE SMR-9 LOADING (psf) SPACING- 2-0.0 CSI. DEFL in (hoc) Videfl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) Na - Na 999 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Veri(TL) nia - rufa 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(rL) -0.00 2 Na rVa BCDL 10.0 Code FBC2014/TPI2007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 Scale =1:6.9 PLATES GRIP MT20 244/190 Weight: 5111 FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation oulde. REACTIONS. (Ib/size) 1=57/2-0-0 (min. 0-1-8), 2=44/2-0-0 (min. 0-1-8).3=13/2-0-0 (min. 0-1-8) Max Horz 1=33(LC 8) Max Uplift 1=-24(LC 8), 2_ 42(LC 8) Max Grav 1=57(LC 1). 2=45(LC 13), 3=25(LC 3) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst; h=181t; B=45ft; L=24ft; eave=4ft-, Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 5) Bearing at joints) 2 Considers parallel to grain value using ANSVFPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001It uplift at joint(s) 1, 2. 7) "Semi -rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard `% 0opSAI►g4ei� NNoo 39380 i(c <0R�O; Cj\� Thomas A. Albanl PE No.39380 MITek USA, Inc. R. Gen 6634 6904 Parke East Blvd. Tampa R.33610 Date: December 28,2015 A WARNING-Vetlfy deslgnparamelers and BEAD NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE Mb7473re. 1GN92015 BEFORE USE Dedgn volkl for use onlyvIlth MnekHconneclon. This deggn b bm'ecl oNy upon parom0fem shown, antl Is for an Ntlivdual b lding component, nal a trusssyslem. Before use, Ilre bWkgng designer must verify the opplicabl ily of design paramelefeand properly Incorporate this design Info The overall buhdngdeagn.BrmhghldicOedlstoprevent WCMimoflndivldualims bond/orchordmembe AtlNtlorol temporary and MiTeW oNy. permarenibraclrg bdwaysregUTedfwstab611yandloprevenlcollap Wthposblepers Whjwymdpropertyd cage. ForgeneralitadalaeregartlWMI, fabdcalion, storage, delivery. erectlon and bracing of buses and IruoSystems, seeANSI/IPII Quality Criteria, DSe-89 and MST Turtling Component 6904 Parke Eton Blvd. Safety information avalable from Trager Plate Insalute. 218 N. Lee Street. Sxfe 312. Alexanddo. VA 22314. Taape, FL 33610 o russ russ ype ly y T7817928 73147 MV4 VALLEY 2 1 Job Reference o honal Charnicars Truss, Pon Pierce, FL Run:7.62D s Apr 3o 2015 Print: 7.640 s Nov 1D 2015 MRek Indusines. Inc. Mon Dec 2814:59:43 2015 Pagel ID:ROFDOIIgydrOEiWhtcExCZyFgYI.MsGvVuOgBGN05o1 LORYoYo48cmYw4NL7Ae3VOgy4PvE 3x4 G 3x4 11 LOADING (par) SPACING- 2-0-0 CSI. DEFL in Qoc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Veri(LL) n/a - n/a 999 TCDL 15.0 Lumber DOLL. 1.25 BC 0.19 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOTCHORD 2x4SPNo.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=14114-0-0 (min. 0-1-8),3=141/4-0-0 (min. 0-1-8) Max Horz 1=82(LC 8) Max Uplift 1= 59(LC 8). 3= 93(LC 8) Max Grav 1=141(LC 1), 3=142(LC 13) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. scale=1:11.0 PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20% Structural mod sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=l70mph (3-second gust) Vasd=132mph; TCDL 4.2psq BCDL=3.Opsf; h=1 Bit; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip D0L--1.60 2) Gable requires continuous bottom chord bearing. 3) This buss 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 fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) 1, S. 6)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASES) Standard No 392 ii�5'S'�NA ,E��♦♦♦ Thomas A Ahani PE No.39380 Mflek USA, Inc, R. oert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: December 28,2015 ®WARNING. Vediydedgn pafametera end READ NOTES ON TMSANDWCLUDED MITEXREFERANCEPAGEMP74T3 rev. I&INW015 BEFOREUSE Design va ici for use only truth MITeka conrleclon. TNadesign E based o y upon parametersshown, antl hform naActual b rHafl g component not � a truss system. Before use, the bIDdi g designer must verity the appllcoloi of design parametersantl Ictolcody incomorate fins design Into the overall bWtlingdaugn. W= gln to istopreventWoklingoflWMdualirusswebantl/oret dmembersoNy. A drionaltemperaryantlpermarlentbracklg MiTek' 6 always required toy stability, antl to prevent cdiopse Mlh pcoA le Persona adaY and property da noge. For general guldatce regardrg the fabrication, storage, delivery, erection and bracing of trusser and tnrss syefemS SeeMSI/TPII Quality Criteria, DSB419 and BCSI Building Component 004 Parke East Blvd. safety INormalion avdlable from Truss Rate Institute. 218 N. Lee Sheet. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 cuss I russ I ype y 1]817929 ]314] MV6 VALLEY 2 1 Job Reference (optional) ChemOers Truss, Fort Pierce, FL Run: 7.620 s r 30 2D15 Print: 7.640 s Nov to 2015 Mnek Industries, Inc. Mon Dec 2814:59:44 2015 Page 1 ID:RO DOlxjydrOEiWhIcExCZyFgYI-g2gHiERSyZVFjycYaB315?dAtAoSpgbGPlp2z6y4PvD 3x4 11 sx4 4 3x4 11 Scale=1:15.6 LOADING (psf) TCLL 20.0 TCDL 15.0 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/TP12007 CSI. TC 0.94 BC 0.56 W B 0.00 (Matnx) DEFL. Vert(LL) Vert(TL) Hou(TL) in n/a n/a 0.00 Qoc) Vdefl Ud - rVa 999 - Na 999 We We PLATES GRIP MT20 2441190 Weight: 20 lb FT=209; LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during thus erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=231/6-0-0 (min. 0-1-8),3=231/6-0-0 (min. 0-1-8) Max Horz 1=134(LC8) Max Uplift 1=-96(LC 8). 3=-152(LC 8) Max Grav U231(LC 1), 3=233(LC 13) FORCES. (Ib) - Max CompJMax. Ten. -Aft forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL--4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=241t; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. \\ i �1 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) 1 except gtdb) "3=152. \\\ \, S A 6) "Semi -rigid pitchbreaks including heels" Member end flinty model was used in the analysis and design of this truss. �� OOP . E N LOAD CASES) Standard /•/NO3y9�3i p 1 V, \ R C Thomas A. Alban] PE No.39380 Mnek USA, Inc. R. Carl 6634 6904 Parke East MI. Tampa FL 33610 Date: December 28,2015 Q WARNING - VerllydWgn parametem and READ NOTES ON TMSAND INCLUDED MITEx REFERANCEPAGEAGPIA Jrev. I(sTab1015 BEFORE USE. Design YOU for use only With MBekro oonrlectors. rubdeslgn k bosed only upon parameters shown, and is for an h,JMdual Wgdhr component, not a truss system. Before use, free bulcli g deegner must verily the oppilcabnity of desgn parameters and Wopeny Incorporate this design Into ttte overall Wndngdeslgn. Brachglnd ate istoprevent Wcklingoflndlvklual %veband/orchofdmembersody. AddiflotwltempomryondpermonenlbmGng MiTek' halwaysre du fOr aNiyandtoprove tCOlky15ew11i1PO uepeROlWlblfl➢ya VOperytlanwe. forgenefmguldonceregardrgnle fabdcatba storage, delivery, erec non br Ml of to son tnrsssW9M%se MS]ITP11 9uaily Cdteda, DSB49 and BCSI sundng Component 69D4 Parke East Blvd. Safety Information ovdlable from truss Plate Institute. 218 N. Lee Street sure 312, Alexantlda, VA22314. TaW a, FL 33610 o russ russ Type ry y nene3o ]314] O COMMON 1 1 Job geference o lional Chambsrs Truss, Pod Pierce, FL Run: 7.62Ds r302015 Print:]640 s Nov 102015 HTek Industries, Inc. Mon Dec 281499:442D15 Pagel ID:ROF OlxjydrOEiWhtcExCZyFgYI-g2gHiERSyZVFjycYa8315?dLNAVPppZGPlp2z6y4PvD 4x4 = aza Scale = 1:24.4 Io 4-7-0 4-7-0 LOADING (Pat) SPACING- 2-0-0 ce. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate one DOL 1.25 TC 0.19 Vert(LL) -0.01 6-12 >999 240 MT20 244/190 'TCDL 15.0 Lumber DOL 1.25 BC 0.11 VergTL) -0.02 6-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.07 Hom(TL) 0.01 4 We nta BCDL 10.0 Gods FBC2014/TP12007 (Mainz-M) Weight: 38 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pulling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directlyapplied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during mass erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=556/0-8-0 (min. 0-1-8),4=556/0-8-0 (min. 0-1-8) Max Horz 2=95(LC 7) Max Uplift 2-403(LC 8), 4=-403(LG 8) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (I e) or less except when shown. TOP CHORD 2-3=-516/225, 3-4-516/225 BOT CHORD 2-6-47/425, 4-6-47/425 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vas 1=132mph; TCDL--4.2psf; BCDL=3.0psf; h=18ft; B--150; L--24ft eave--ltt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and light exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at -lb) 2=403, 4=403. 6) "Semi -rigid pitchmeaks including heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard `*�%% p,S A.'44ei, ���GENgF.9'i No 39380 %�. 0 R IV.." �N;,% 1W.8/DNA' E���`� Thomas A. Nba lPE No.39380 Mfrek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa R.33610 Date: December 28,2015 ®WARNING-Vedy EesignparemeIero.dREAONOTESON THOANDWCLUDEDMREKREFERANCEPAGEM67473rev. 1003/2715BEFOREUSE. �■R Dedglvalltl for use oNywlth Alek0connectors. TNsdedgn bbaseclonlyupon parometeschown.antl lsfor an IndMtlual WHdlg component, not afmcssystem. Before use. the bulldhg designermustvedytheoppllc ityoftlesign parametersand properly incorporate adsc gn Into the overall bddtgdeslgn. Bracbglncl atedlsloprevenibucldingotin lAdualtlussweban ImchoTdmemb moNy. AtlaltlorwltempomryantlpertnanembraGlg WGK 6 always regWred for stabilltyand to prevent cdlcpse Win posslbie personal Injury antl p cfxery damage. For general guldanre regarding the fabrcalbn. storage, delivery. erecilon and bracing of fumes antl frus systems weANSI/TPII Quality Criteria, DS8d9 and BCSI Building Component 6904 Parke East Bind. Saley Information walatNe hom imss Rate Instllute, 218 N. Lee Street Butte 312. Plexan aria VAM14. Tampa, FL 33610 a mss russ ype y nenaal T314] OA SPECIAL 1 t .lob Reference o atonal Chambers Truss, Fort Pierce, FL Run: 9.620 s Apr 30 2015 Pau: 7.640 s Nov 10 2015 MTek Industaas, Irk. Mon Uec 2814:5a:45 2015 Page 1 I D:ROFDOIxjydrQEi W htcExCZyFgYI-IFOfwaS4jld6K6Ak8saGdDAV5aCcYCMPeyYcWy4PvC -2-0-0 4-7-0 9-2-0 11-2-0 2-0-0 4-7-0 4-7-0 2.0-0 3.6 = 12 11 9 8 axis II w II w II axs II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Doc) Well Ud 'TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.08 5-10 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.20 5-10 >451 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(rQ -0.06 9 n1a Na BCDL 10.0 Code FBC2014/rP12007 (Matdx-M) PLATES MT20 GRIP 244/190 Scale=1:28.8 Weight: 48lb FT=20/ LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during Muss erection, in accordance with Stabilizer Right: 20 SP No.3 Installation gulde. REACTIONS. All bearings 0-11-4. (lb) - Max Ho¢ 12=95(LC 7) Max Uplift All uplift 100 lb or less at jolm(s) 9 except 12=-539(LC 8), 11=-180(LC 7), 8= 571(LC 8) Max Grav All reactions 250 lb or less at joints) 8 except 12=471(LC 14), 11=411(LC 6), 9=579(LC 3) FORCES. (lb) - Max Comp./Max_ Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-367/242, 4-5=364/243 BOT CHORD 5-10= 59/295, 2-12= 335/470, 6-8— 121/516 WEBS 10-11=308/57, 3-10=.-262/75, 5-9=-570/38 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=18ft; B=45ft; L=24ft; eave=41t, Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 pst bottom chord live load nonconcunent With any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 9 except at -lb) 12=539,11=180,8=571. 6)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard OR%Q.-*N c Thomas A. Albert PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: December 28,2015 Q WARNING -VeNty design paremefers and READ NOTES ON TNAS AND INCLUDED III REFERANCE PAGE M67473 rev. IMMO1S BEFORE USE R• Design valid for use only Wen Milan connectors. Ns design 6 baaed oNy upon parameters stwvm, and is for on lndMdual Wilding component.not p`p a taus system. Before use, the raiding designer most verily the appilcabally of design parameters cord properly Incorporate gth design Into the overall bunargdedgn. Bracing Indicated is to prevent Wckllrg of Individual fts web and/or chard members only. Addlnonal femDomry antl permarent brocng MiTek• Is always rectured for sfablltty and to prevent cogatxe vMh possible persornot Wan' and property damage. For general guidance regarding the fobrkotb storage. delivery, erecibn and Macirg of tomes and taus systems, seeANSI/tPll 6uanly Criteria, DSB-89 and SCSI Banding Component 6904 Parke East BNd. Safety Information avanable from Taus Rate Institute. 218 N. Lee Street. Sate 312 Nezanddo. VA 22314. Tampa, FL 33610 oTruss I russ I ype ty y nanea2 ]314] V4 VALLEY 1 1 Job Reference (optional) Chambers Truss, Foil Pierce, FL 3x4 5.00 t2 Run: 7620 s AGGr 30 2015 Print: 7.640 s Nov 10 2015 MITek Industries, Inc. Mon Dec 281459:45 2015 Page 1 ID:ROFDOIxjydrOEi W htcExCZyFgYI-IFOfwaS4)td6K6AkBsaGdDAZFaEDYHrPeyYcVYy4PvC 3.6 = 3x4 C Scale = 1:7.4 Plate Offsets (XY)-- 12:0-3-0 Edgel (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP _LOADING TCLL 20.0 Plate Grip DOL. 1.25 TIC 0.06 Vert(LL) We - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(TL) We - n/a 999 BCLL 0.0 ' Rep Stress ]net YES WB 0.00 HOrz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight: 10lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=11414-0-0 (min. 0-1-8), 3=11414-0-0 (min. 0-1-8) Max Horz 1=-18(LC 6) Maz Uplift 1= 62(LC 8), 3=-62(LC 8) FORCES. (III) - Max Comp./Max Ten. -All forces 250 (Ib) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 4-0-0 Do pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psF, h=18f ; B=45D; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joinl(s) 1, 3. 7)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard j�•' GEN NG�39- �0F1\V�'_N%' OA� Thamas A AlbanlPE No.39380 MITek USA, Inc. R. Cent 6634 6904 Parke East Blvd. Tampa R.33610 Date: December 28,2015 WARNING -Verity design parameters And READ NOTES ON THIS AND INCLUDED MREKAEFEMNCE PA BE MIP7473 nv. IDID1,2115 BEFORE USE. valid for use only VM NJTek®connectors. Trim design is based only upon parameters show4, antl Is for on Ntllvldual wvding componenl, not lag* a truss system. Before use. the bulding designer must verify me, oppllcobilly of design parameters and properly Incorporate this design Into the overall DdIdingdeslgn. B,=hrgBstllcatetllstopreventWCMingofBitllvld tnrssweband/orchordmeMb Mody. Addlllorwlfempmaryontlpermanentbracfrg MiTek' Isalways requlredfor stability and to prevent collapse with possible p nal Inlay and property domage. IMileneralgrltlanceregandixllhe fobricotbn, storage, tlelNery erecaon arW braclrxl of lrasesantl fnrsssyslemt seeAN51/rPll 6uality Cdteda, DSB-89 arW BCSI Budding Component 6904 Parke East Blvd. safety Information ovalroMe from It=Plate Institute.218 N. Lee Street. Safe 312. Alexandra, VA 22314, Tampa, i.Me russ russ ype y ne1]s33 ]314] VB VALLEY 1 1 Job Reference o tional Chambers Truss, Fon Piarce, FL 3x4 4 Run:]620 a Apr 302015 Print:]640 s NW IV 2015 MlIOK lnauiVas, Ina Mon Dec 261415eA52o1a rage ID:ROFDOIxjydrOEiW htcEXGZyFgYI-IFO1waS4jtd6K6Ak8saGdDAUaaEWYH8PeyYcVYy4PvO 44 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud TOLL 20.0 Plate Grip DOL 1.25 TC 0.36 Ven(LL) n1a - n/a 999 'TCDL 15.0 Lumber DOL 1.25 BC 0.18 Veri(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress [net YES WB 0.05 HOrz(TL) 0.00 3 tVa n1a BCDL 10.0 Code FBO2014ITP12007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=146/8-0-0 (min. 0-1-8), 3=146/8-0-0 (min. 0-1-8), 4=297/8-0-0 (min. 0-1-8) Max Horz 1=47(LC 7) Max Uplift 1— 95(LC 8), 3=-95(LC 8), 4= 128(LC 8) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:14.5 3x4 C PLATES GRIP MT20 244/190 Weight: 24 It, FT=20% Structural wood sheathing directly applied or 6-0-0 oc pudins Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL14.2psf; BCDL=3.0ps1; h=18ft; B=451t; L=241t; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord healing. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3 except Qt=lb) 4=128. 7) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard DRI'D INA1-F Thomas A Alban! PE No.39380 MiTek USA, Inc. R. Cart 6634 69M Padre East Blvd. Tampa FL 33610 Daze: December 28,2015 ®WARNWO- Ved/ydealgnpammereraand RE DA10TES ON THASANOWCLUDED MREKREFERANCE PAGEW-7473Tev. 10 01SaEFORE USE Deogn valid for use oulywlth MITei counectors. into design B based only upon parameters shovers and Isfor an Individual brYtlirg component,trot a truss system. Before use, the bWlding designer must verify the appricabilltyof design parameters and properly Incomorate this design Into the overall buldngdeogn. gracing Indicated aloprevent buckOrgoflndivldualtWnWobaud/or chord members only. Addlllorwltemporaryaydpennanentbra ng MiTek' 5 always required for stablllN and to prevent collapse with pos a personal hlfury arW property damage. For general guidance regarding the 6904 park. 6004 Parke Easl Blvd., fallom storage. delivery. erection and bracing of to awaand tmssystems, seeMSVTPll Quality CdtedaDSB49 and BCSI Wilding Component brioo 33610 Safety Information madabie from ➢us Rate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. f—� ruts rats ypa y nenes9 Pot ]319] V12 GABLE 1 1 Jab Reference o Banal cnamoers uus, ran rroma. r� 4x5 = 2 Scale = 1:18.8 d 3x4 4 2x3 II 3x4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udell Ud TCLL 20.0 Plate Gip DOL 1.25 TC 0.71 Vert(LL) n(a - Na 999 TCDL 15.0 Lumber DOL 1.25 BC 0.48 VergTL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 HOrz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 38lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=209112-0-0 (min. 0-1-8), 3=209/12-0-0 (min. 0-1-8), 4=531/12-0-0 (min. 0-1-8) Max Horz 1=-76(LC 6) Max Uplift 1=-127(LC 8). 3>127(LC 8), 4= 258(LC 8) Max Gray 1=213(LC 17), 3=213(LC 18), 4=531(LC 1) FORCES. (Ib) - Max Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown. WEBS 2-4=372/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psC BCDL=3.Opsf h=18ft; B=45f ; L=24ft eave=4th Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever legend tight exposed: Lumber OOL=1.60 plate gdp DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent 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 1001to uplift at joint(s) except Qt=lb) 1=127, 3=127, 4=258. 7) °Semi -rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard ♦♦J..tJ111 pS' A. ♦♦`,��Z`� �� C E /V S No 3938 ♦ ,�NA;fit 1110"' Er1,♦♦ Thomas A AbardPE No.39380 MITek USA, Inc. R. Geri 6634 699 Parity East Blvd. Tampa FL 33610 Date; December 28,2015 A WARNING -VadyydesJEnparameferaaad READNOTES ON THIS AND LVCLUDEDMTTEHREFERANCE PAGE MU-90TSrev. 10N44015 BEFORE USE �■■ Design valid for use any wlln MlTeM connectors. TNsdedgn/t based onlyupon parameters shown, and is for on IndMdual buBtling component.rat a truss System. Before use, the building designer must vedy Ile appl coUlty of design parameters and properly incorporate this design Into the overall aachalwt tWcWlraofirrdWd tnmweband/orcWrdmembersoNy. AdcalloraltemporaryantlpermareniMacing ■�.JY�'tF■� MiTek' WUdnodedgn. tedlsiow v IS always required for stability and to prevent collapse wah posdble personal Nluryond propedy damage. Forgenermgultlanceregorclingihe fobrlca➢on. storage. delivery, erection and bracing of hussesand tuts systems. ce0ANSVTPfI Quality Criteria, DSB49 and BCSI Building COmPanenl 6904 Parka East Blvd. safety infamallon ovalloNe from Vus Rate Insalute. 218 N. Lee Street. Suite 312. Alexandra VA 22314. Tampa. FL 33510 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 1 3 1. Center plate on joint unless x, y rill-4 offsets are indicated. 66-4-8 J dimensions shown In ft-In-sixteenths I I (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth, TOP CHORDS diagonal or x-bracing, is always required. See SCSI. 1 r c1-2 c2a 2. Truss bracing must be designed by an engineer. For wide truss spacing, Indivitlual lateral braces themselves may require bracing, or alternafive TorI Ofm p O3 bracing should be considered. O rxz O np = 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. n. ss V 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate ci_y �� cse BOTTOM CHORDS designer, erection supervisor, property owner and plates 0-4i6' from outside all other Interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE jolntand embed fully. Knots and wane atjolnt required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSUTPI 1. _ connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from 'Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accord with ANSI/TPI 1. software Or upon request. NUMBERS/LETTERS. 8. otherwise noted, moisture content of lumber shallUnlessn shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9, Unless noted, this Is not d, ire olumber. ICC-ES Reports: usewith retardant dantt preseryative Ive treaten orgreenlicable The first dimension is the plate width measured perpendicular 4 x 4 ESR-1311, ESR-1352, ESR1988 10. Camber Is a non-structural consideration and is the responsibility truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements, LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values i 14 Bottom chords require lateral bracing of 10 ff. spacing. or less, If no ceiling Installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek(DAll Rights. Reserved 15. Connections not shown are the responsibility of others. 16, Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless Indicated othewise. Min size shown is for crushing only. ��� 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPII : National Design Specification for Metal 19, Review all portions of this design (front, bock words Plate Connected Wood Truss Construction. and pictures) before use.. Reviewing pictures alone DSB-89: Design Standard for Bracing. a Is notsufflcient. SCSI: Building Component Safety Information, �'�/+ k 20, Design assumes manufacture In accordance with Guide to Good Practice for Handling, e ANSI/TPI 1 Quality Criteria. r ' Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek'Engineering Reference Sheet: Mll-7473 rev, 10/03/2015