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TRUSS REVISION 8-23-11
n �N I �POV RE: I Site I Custl Lot/6 Addr City: Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. kilSCAYNNED � l AiTek St. } L ER TO PERFORM.` Lu Cie county - Groza - Datilio ,rmatlon: ;r Info: Groza Builders, Inc k: n/a Lucie Project Name: Datilio Model: Subdivision: State: FL MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 336104115 Nam Address and License # of Structural Engineer of Record, If there is one, for the building. Nam License #: City: Gen Des Win This State: ral Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special ng Conditions): in Code: FBC2007/TP12002 Design Program: MiTek 20/20 7.1 Code: ASCE 7-05 Wind Speed: 140 mph Floor Load: N/A psf :.oad: 37.0 psf iackage includes 27 individual, dated Truss Design Drawings and 0 Additional Drawings. my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet rms to 61 G15-31.003 section 5 of the Florida Board of Professional Engineer Rules. vv iin conf g No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T4157601 B 8/23/011 18 T4157618 J3 8/23/011 2 T4157602 1131 _ 1 8/23/011 19 T4157619 I J5 18/23/011 3 T4157603 B2 8/23/011 20 T4157620 J7 8/23/011 4 T41.57604 B3 8/23/011 21 T4157621 KJ7 8/211l1TT., 5 T4157605 B3A 18/23/011 122 I T4157622 KJA 6 T4157606 B4 8/23/011 23 T4157623 KJB 8/2. 17 8 T4157607 T4157608 B5 B6 L8/23/011 8/23/011 124 25 I T4157624 T4157625 V12 V16 812 8/2't '. 1 9 T4157609 B7 8/23/011 26 T4157626 V4 8/2 . LO T4157610 C 18/23/011 27 I T4157627 V8 8/2 ` 11 ! T4157611 CA 8/23/011 c ' I 12 T4157612 D 8/23/011 13 T4157613 D 1 8/23/011 14 T4157614 G RA 8/23/011 15 T4157615 I GRID 18/23/011 f 16 T4157616 GRF 8/23/011 f 17 T4157617 I J 1 18/23/011 rawing(s) referenced above have been prepared by MiTek Inc. under my direct supervision based on the parameters y Chambers Truss. ;ign Engineer's Name: Albani, Thomas renewal date for the state of Florida is February 28, 2013. 9 seal on these drawings indicate acceptance of ial engineering responsibility solely for the truss its shown. The suitability and use of this component Aicular building is the responsibility of the building per ANSI/TPI-1 Sec. 2. C"r �+e a '• ,� ate. ;� t �+;; � � "fi R�,dA uu F a+yf �Myi§ A_ LAe 39 0 4 � X 0:. STATE OF N A�- E 111111111 FL Cert. 6634 August 23,2011 Albani, Thomas 1 of 1 Job , Truss Truss Type Qty Ply Graze - Datilto T4157601 69876 B SPECIAL 1 1 Job Reference (optional) Chambers Truss nc., Fort Pierce FI.34982 7,250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:40 2011 Pag ID:eHH W MVTUOwYAf6RrdhW WzFyITBW-HSjvg2rF7 W 1 rxVS5EQGyXAglhUwiZtXphdND5 Pykx 9.0-0 12-10-4 15.1.12 19-0-0 25-4-0 26-8-0 28.8-0 29-8-0 1-0-0 9-0-0 3.10-0 2-3.8 3-10-0 64-0 1-4-0 2-0-0 Scale = 1:50.9 5x8 MT18H 3x4 = 3x4 = 5x6 = 3 4 5 6 5.00 12 i 4x10 = 7 17 8 2 �1EM 14.11oIv 0 0 3x 14 13 12 11 9 % 3x4 = 3x6 US = 2x3 11 3x10 9-0-0 19-0.0 25-4.0 , 26-6-0 1 28-0.0 s�6 9-0-0 10-0.0 6A-0 1-4-0 1-0-0 8- Plate Offsets X 2:0-3-0 0-1-8 3:0-4-0 0-2-2 6:0-3-0 0-2-4], 9:0-3-0 0-1-8 LOADING (ps SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20, Plates Increase 1.25 TC 0.95 Vert(LL) 0.18 2-14 >999 360 MT20 244/190 TCDL 7 Lumber Increase 1.25 BC 0.59 Vert(fL) -0.47 12-14 >726 180 MT18H 244/190 BCLL 09 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.10 9 n/a n/a BCDL 10 Code FBC2007/rP12002 (Matrix) Weight: 128 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-5 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 7-6-12 oc bracing. WEBS 2 X 4 SYP 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=1126/0-8-0 (min. 0-1-8), 9=110410-8-0 (min. 0-1-8) Max Horz2=-97(LC 6) Max Uplift2=-502(LC 5), 9=-486(LC 6) FORCES (I - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHOR 2-3=-2038/825, 3-4=-1802/820, 4-5=-1918/912, 5-6=-1851/832, 6-7=-2031/845, 7-8=-2610/1034, 8-9=-2630/1026 BOT CHOR 2-14=-647/1788, 13-14=-751/1918, 12-13=-751/1918, 11-12=-938/2436, 9-11=-933/2441 WEBS 3-14=-60/463, 4-14=-357/146, 5-12=-262/122, 6-12=-84/427, 7-12=-611/409 NOTES 1) Unbalanc roof live loads have been considered for this design. 2) Wind: AS E 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); cantilever w1111111Ilff right expo d ; Lumber DOL=1.33 plate grip DOL=1.33 ,,��9 AO% A. 3) Provide a 're equate drainage to prevent water ponding. �� _ A PS �I ......... 4) All plates has MT20 plates unless otherwise indicated. ,�� �\V` • • G E N S 5) This truss ' �. • 2� been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� �.� �� 6) This tru 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 ft. : between t o 7) Provide m 9=486 bottom chord and any other members. N o 3 9 3 8 0 f: chanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=502_ LOAD CAS S) Standard W ATE .�: O.• - FL Cert. 6634 August 23,201 W Design ica . V fij dsIgn I—amete and READ NOTES ONTRIS Alm INCLUDED MTEKREFERENCEPAGSWI-7473 re . 10-'OS EEPORE USE. lid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an individual building component. Iity des of gn paramentersand proper into porat on of component is responsibility of bu0d ng designer - not t uss designer. Bracing shown tatlprtofindvidualweb members only, Add tional temporary bracing to Insure stablity during const uctlon is the responsibillily of the Z MiTek" toddllional permannbraingoftheoveall structuesthe resporu bJ ty of the building designer. For general guidance regardingcatii n, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB•89 and BCSI Building Component Safety I onnation available from Truss Plate I utitute, 781 N. Lee She" Su to 312, Alexandria, VA 22314. �a 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Graze - Datilio T4157602 69876 B1 SPECIAL 1 1 ^ Job Reference (optional) Chambers Truss nc„ Fort Pierce FI.34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:40 2011 Pag ID:MN5j?QE3dnxSAYbvAL8mttyl?6E-HSjvg2rF?W1 rxVS5EQGyXAqmkUv7ZvxphdND5PYb 27-8-028.8-0 -1.40 6-10.317.0-0 127y-8 ILO 8-0, 1.40 52-85 0-610.3 068 414E Scale= 1:50.9 US i 4x6 4 5 5.00 F12 2x3 -Z�- 2x3 6 3 6x12 = 7 8 2 10I 1 3x % 14 13 12 ti 9 3x4 = 3x6 3x4 = 2x3 II 3x10 27-8.0 28-M 11-0-0 17-0-0 26-6-8 7.1 2 0 11-00 6 9-5-8 8 4 06e 4E-0 Plate Offsets Y : 2:0-3-0 0-1-8 4:0-3-8 0-2-12 9:0-3-0 0-1-8 LOADING (ps SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20. Plates Increase 1.25 TC 0.88 Vert(LL) 0.42 11-12 >815 360 MT20 244/190 TCDL 7. Lumber Increase 1.25 BC 0.69 Vert(1)-1.0411-12 >327 180 BCLL 0. Rep Stress Incr YES WB 0.33 Horz(TL) 0.10 9 n/a n/a BCDL 10. Code FBC20071TP12002 (Matrix) Weight: 121lb FT=0% LUMBER BRACING TOP CHORD X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins. BOT CHORD j X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or B-4-1 oc bracing. WEBS X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be I� installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1245/0-8-0 (min. 0-1-8), 9=1213/0-8-0 (min. 0-1-8) ax Horz2= 113(LC 6) ax Uplift2=-525(LC 5), 9= 507(LC 6) FORCES (Ib)I Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD j 2-3=-2339/803, 3-4=-2064/715, 4-5— 1883/694, 5-6— 20911720, 6-7=-2548/902, 7-8=-2574/831, 8-9=-2615/833 BOT CHORD 2-14=-719/2094, 13-14=-502/1883, 12-13= 502/1883, 11-12=-741/2375, 9-11=-722/2381 WEBS 3-14=-353/333, 4-14=-113/454, 5-12_ 165/591, 6-12=-652/451, 7-11=0/291 NOTES 1) Unbalanceq roof live loads have been considered for this design. 2) Wind: ASC 7-05;140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12R; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber 4%J11I11111 DOL=1.33 late grip DOL=1.33 �!e �I� A fie' 3) Provide ad quate drainage to prevent water ponding. �__ nn P.S • • g4 Ali 4) This truss • s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Q\�, •' e G E S . • "9 5) This tru 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 th � Provide bottom chord and any other members, with BCDL=10.Opsf. 6) m hanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=525 r"d O 39380 9=507. LOAD CASE ) Standard r ;(vim o Z. ATE O �U . A�- • FL Cent. 6634 August 23,201 ®w - V-4fij design par n t— and READ NOTES ON MIS MM INCLUDED B4ITESREFERENCE PAGE NBI-7473 rea, 10-'08 BEFORE USE. Design vIdditional d for use only with MTek connectors. This design is based only upon parameters shown, and Is for an individual building component. tag Applicay of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown Is for late support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the MiTek" erector. permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabricatiquality control, storage, delivery, erection and bracing, consult ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component6904 Parke East BNd. Safety Ination available from Truss Plate Institute, 781 N. Lee Sheet Suite 31 Z Alexandria, VA 22314. Tampa, FL 33610-4115 Jab Truss Truss Type Qty Ply Graze - Datilio T4157603 69876 B2 HIP 1 1 Job Reference (optional) Chambers Truss nc., Fort Pierce FI. 34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:412011 Pag ID: GJZ901xuf oabz3lpNlebYZyl?42-IfG HtOstmp9i7J1 In7nB4NM3fuJHIKDzvH6mdsykx -1-0.0 7-8-6 13-0.0 15-0-0 , 20-310 28.0-0 1-0 0 7-8-6 �— 5-3-10 2-0 0 5-3-10 7-8.6 Scale: 1/4'=l' 4x4 % 4x4 4 5 5.00 12 3x4 % 3x4 3 6 17 2 7 5 i_� 12 11 10 9 8 3x5 2x3 11 3x6 = 2x3 11 3x4 = 3x4 = 7-8-6 13-0-0 15-0-0 20.310 28.0-0 7-8-6 5-3-10 2-0.0 5-3.10 7-8-6 Plate Offsets : I2:0-3-0 0-1-8 7:0-3-0 0-1-8 LOADING (ps SPACING 2-0-0 CS] DEFL in (loc) Well Ud PLATES GRIP TCLL 20. Plates Increase 1.25 TC 0.36 Vert(LL) 0.12 7-8 >999 360 MT20 2441190 TCDL 7. Lumber Increase 1.25 BC 0.44 Vert(fL) -0.27 7-8 >999 180 BCLL 0. Rep Stress Incr YES WB 0.45 Horz(TL) 0.08 7 n/a n/a BCDL 10. Code FBC2007/rP12002 (Matrix) Weight: 130 lb FT = 0% LUMBER j BRACING TOP CHORD X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins. BOT CHORD X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 8-4-7 oc bracing. WEBS i2 X4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 7=1009/0-8-0 (min. 0-1-8), 2=1088/0-8-0 (min. 0-1-8) ax Horz2=138(LC 5) ax Uplift7=-428(LC 6), 2=-533(LC 5) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-20067785, 3-4=-1432/592, 4-5=-1268/574, 5-6=-1432/586, 6-7=-2018/808 BOT CHORD 2-12= 729/1768, 11-12=-729/1768, 10-11=-390/1268, 9-10= 390/1268, 8-9= 648/1781, 7-8= 648/1781 WEBS 3-12=0/295, 3-11= 636/399, 4-11=-127/360, 5-9=-131/363, 6-9= 651/421, 6-8=0/296 NOTES 1) Unbalance roof live loads have been considered for this design. 2) Wind: AS G 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 ' late grip DOL=1.33 S A 3) Provide ad ,�et+� quate drainage to prevent water ponding. _ n P. qz • • .1s1 4) This truss • s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �`� �\�, •' e • G E N S • • •.'9 5) This tru 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 th' 6) Provide m bottom chord and any other members. '�•� hanical connection (by others) truss to bearing 100 lb v O 3938 0 of plate capable of withstanding uplift at joint(s) except (jt=lb) 7=428Z 2=533. LOAD CASE ) Standard :OS ATE :•��[/� ' C- i S . ., o ' X- , NA 11111 tI t 110%% • FL Cert. 6634 August 23,201 Q W - Ve 4fir drslgn Pate and RE6D NOTES ON THIS AND INCLUDED b f=REFERENCE PAGE bHI-7473 r . 10-'08 BEFORE USE. ` Design v 1 ' d for use only with MiTek connectors. This design Is based only upon parameters shown and is for an Individual building component. Applica ty of design paromenters and proper incorporation of component Is responsibility of building designer - not tnss designer. Bracing shown is for late I support of individual web members only, Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. ciditional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding _MiTek" .o COLOR i' fobri, Safety Inf i, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component ation available from Tess Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314, 6904 Parke East Blvd. Tampa, FL 33610-4115 Job + Truss Truss Type Oty Ply Graze - Datilio T4157604 69876 B3 I SPECIAL 1 1 ` Job Reference (optional) Chambers Truss nc., Fort Pierce FI.34982 7.250 s May 112011 MiTek Industries, Inc. Tue Aug 23 15:00:42 2011 Pag ID:h9mCa8ARyx51N7gfYy?HMnyl?3k-i 1 O214t71 RPOoyBgvYpf9oSOOiyYm C7G Nbbtilykx 1-0-0 7-8-13 14-0-0 20.3.3 28-0.0 29-0 0 1-0-0 7-8-13 6-3.3 6-3.3 7-8-13 1-0-0 Scale = 1:49.8 4x5 = 5.00 12 5 3x6 3x4 % 3x4 3x6 ZZZ- 4 6 3 7 11 5x8 = 2 1 12 10 8 1 o 2x311 2x3 II 9 j� d 6 _ 2.25 12 3x6 = 7-8-13 14-0-0 20-3-3 28-0-0 111 7-8-13 6-3-3 6.3-3 7-8-13 Plate Offsets MY): 12:0-2-7 0-0-6 8:0-2-7 0-0-6 LOADING (ps SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20. Plates Increase 1.25 TC 0.41 Vert(L-) 0.26 11-12 >999 360 MT20 244/190 TCDL 7. Lumber Increase 1.25 BC 0.58 Vert(rL) -0.58 11-12 >567 180 BCLL 0. Rep Stress Incr YES WB 0.62 Horz(TL) 0.35 8 n/a n/a BCDL 10. Code FBC2007lrP12002 (Matrix) Weight: 119 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins. BOT CHORD I X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. WEBS X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be !� installed during truss erection, in accordance with Stabilizer REACTIONS Installation guide. lb/size) 2=1086/0-8-0 (min. 0-1-8), 8=1086/0-8-0 (min. 0-1-8) ax Horz2=134(LC 5) ax Uplift2= 540(LC 5), 8=-540(LC 6) FORCES (Ibf Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3270/1325, 3-4=-3126/1342, 4-5=-2349/877, 5-6=-2349/898, 6-7=-3126/1241, 7-8=-3270/1224 BOT CHORD 2-12=-1256/2979, 11-12=-1255/2974, 10-11=-1024/2974, 8-1 0=- 1026/2979 WEBS 5-11= 466/1409, 6-11 =- 879/582, 6-10=0/288, 4-11= 879/571, 4-12=0/288 NOTES 1) Unbalance roof live loads have been considered for this design. 2) Wind: AS 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber ®1 / 1 111101 DOL=1.33 plate 3) This truss bias grip DOL=1.33 ♦♦°°°° S A 01'0 , been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ q� 4) ' This tru 'has �\P been designed for alive load of 20.Opsf the bottom in by `" • eqj� between on chord all areas where a rectangle 3-6-0 tall 2-0-0 wide will fit ♦tee, Q . GCE N bottom �` ' • \ S' • th 5) Bearing at �int(s) chord and any other members. ♦ o� 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bead 6) Provide m 8=540. r urface. O 3938 0 ,. hanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=540; LOAD CASE ) Standard •�� ATE 111�/111111°°°° Y FL Cert. 6634 August 23,201 Q W - deign parmnete�s and RP11D NOTES ON77ffS AND fNCLUDED MITEKREFERSNCE PAGE B71f-7473 r®. 10-'08 BEFORE USE. �df,.rv=nly ` Design v with MiTek connectors. This design Is based only upon parameters shown. and Is for an Individual building component. Applica Is for late f design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown I support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" erector. dditional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding .nwan,n vrw�nAa- fobricati Safety Inf � quality conhol, storage, delivery, erection and bracing, consult ANSI/f Pl1 Quality Criteria, DSB-89 and BCSI Building Component ation available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312 Alexandria, VA 22314. 6904 Parke East BNd, Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Graze - Datilio T4157605 69B76 B3A SPECIAL 5 1 "' Job Reference o tional Chambers Truss Inc., Fort Pierce Fl. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Aug 23 15:00:43 2011 Pag ID: h9mCa8ARyx51N7gfYy?HMnyl?3k-i 1 O2l4t7l RPOoyBgvYpf9oSNciywmBeG Nbbtikykx 7-8-13 14-0-0 20-3-3 28-0.0 2? 7-8-13 6-3-3 6-3-3 7-8-13 1.0 0 Scale: 1/4'=l' 4x5 = 3 5.00 F12 3x4 % 3x4 3x6 2 4 5 9 5x8 = 1 10 8 6 0 2x3II 2x3II 7 0 3x6 2.25 F12 3x6 7-8-13 14-0-0 2033 28-0-0 7-8-13 6.3-3 6 3-3 7-8-13 Plate Offsets Y : 1:0-2-7 0-0-6 6:0-2-7 0-0-6 LOADING (psf SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20. Plates Increase 1.25 TC 0.46 Vert(LL) 0.27 9 >999 360 MT20 244/190 TCDL 7. Lumber Increase 1.25 BC 0.62 Vert(TL) -0.59 8-9 >558 180 BCLL OX Rep Stress Incr YES WB 0.65 Horz(TL) 0.36 6 n/a n/a BCDL 10.1 Code FBC2007lrP12002 (Matrix) Weight: 117 lb FT = 0% LUMBER BRACING TOP CHORD X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins, BOT CHORD X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-1-13 oc bracing. WEBS X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS lb/size) 1=1009/0-8-0 (min. 0-1-8), 6=1088/0-8-0 (min. 0-1-8) ax Harz 1=-142(LC 6) IOax Upliftl=-436(LC 5), 6=-541(LC 6) FORCES (lb)', Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3323/1388, 2-3=-2356/888, 3-4=-2353/907, 4.5=-3135/1243, 5-6=-3280/1226 BOT CHORD 1-10=-1307/3033, 9-10=-1304/3026, 8-9= 1027/2983, 6-8=-1029/2988 WEBS 3-9— 480/1424, 4-9=-883/584, 4-8=0/288, 2-9=-923/613, 2-10=0/292 NOTES 1) Unbalance roof live loads have been considered for this design. 2) Wind: ASC 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 ate grip DOL=1.33 111111 f 1,,�/I 3) This truss h' been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /� A. 4) . This truss as been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle �,IS 3-6-0 tall by 2-0-0 wide will fit ♦ P • • • �� ��i between th bottom chord and any other members. 5) Bearing int(s) 1, 6 ANSI/TPI formula. designer `�A �\�, •'' E N at j considers parallel to grain value using 1 angle to grain Building should verify capacity��,`�: of bearings rface. 6) Provide me hanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 1=436= 0}� 39380 —� f 6=541. '* LOAD'CASE() Standard ice•.. �� -� ATE 0 N AL �.•``• 1/1 11 111 • FL Cert. 6634 August 23,201 Uk W Design val�Iof V Ifi,I design parmneteis and READ NOTES ONTHIS AND INCLUDED M =REFERENCE PAGE AM 7473 rea. 10-VS BEFORE USE. or use only wth MTek connectors. This design Is based only upon parameters shown, and is for an individual building component. !" Applicabili is for later design paramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown I, support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek' erector. l permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingPenrearc- fabricotio Safety Info qua, qualfly conhol, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component ation available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312 Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33810-4116 Job Truss Truss Type Qty Ply Graze - Datilio T4157606 69876 B4 SPECIAL 1 1 Job Reference o tional Chambers Truss nc., Fort Pierce R. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Aug 23 15:00:44 2011 Pag ID:hnwm_OPPwHyHcpdFXNgCVHyl?28-AEyQVQu13kXHQ6lsTGLuiO_S2616Vcc Pb FLQ EAykx 7-8-13 14-0.0 20.1-6 22-3-14 27-10-12 7-8-13 6-3-3 6-1.6 2-2-8 5.6.14 Scale = 1:48.9 4x6 = 3 5.00 12 3x4 % 3x4 2 4 Sx8 5x16 = 5 6 td9 6x8 = C? o 1 10 `11 o N y� 2x3 11 8 o 3x8 7 3x6; 2 25 12 3x4 I I 7-8-13 14-0-0 22-3-14 27-10-12 7-8-13 6-3-3 8-3-14 5-6-14 Plate Offsets Y : 1:0-2-7 0-0-6 6:0-3-12 0-3-0 LOADING (psf SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20. Plates Increase 1.25 TC 0.86 Vert(LL) 0.27 10 >999 360 MT20 244/190 TCDL 7. Lumber Increase 1.25 BC 0.62 Vert(fL) -0.71 8-9 >458 180 BCLL 0.01 Rep Stress Incr YES WB 0.80 Horz(TL) 0.17 12 rVa n/a BCDL 10. Code FBC2007/TPI2002 (Matrix) Weight: 125 lb FT = 0% LUMBER BRACING TOP CHORD X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins, except BOT CHORD X 4 SYP M 30 end verticals. WEBS X 4 SYP No.3 -Except' BOT CHORD Rigid ceiling directly applied or 5-10-2 oc bracing. 7: 2 X 6 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be OTHERS P X 8 SYP 240OF 2.0E installed during truss erection, in accordance with Stabilizer Installation side. REACTIONS lb/size) 1=1008/0 8 0 (min. 0 1-8), 12=970/0-7 �4 (min. 0-1-8) ax Horz 1=195(LC 5) ax Upliftl=-431(LC 5), 12=-421(LC 6) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. -TOP CHORD 1-2=-3310/1439, 2-3= 2371/943, 3-4=-2368/959, 4-5=-3021/1296, 5-6=-2710/1134 BOT CHORD 1-10= 1445/3021, 9-10= 1441/3017, 8-9=-1217/2889, 7-8=-157/354 WEBS 2-10=0/263, 2-9=-904/607, 3-9=-508/1445, 4-9— 775/507, 5-8=-1149/582, 6-8=-1028/2487 NOTES 1) Unbalancec 11I roof live loads have been considered for this design. 2) Wind: ASC 4 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber �, S DOL=1.33 ate grip DOL=1.33 3) Provide ad uate drainage to prevent water ponding. ° ' �e ��is 4) This truss h s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • • es�, Q\V,. • G•E•�l ' SAC` • 9/� 5) This truss as 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 �� �`Z`; �,� •, �� between th bottom chord and any other members. j1 6) Bearing at j int(s) 1, 12 considers to value using ANSI/TPI 1 to formula. Building designer N-6 3 93 8 0 parallel grain angle grain should verify capaQty of bearing surface. = 7) Provide me hanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 1=431e *. 12=421. •- LOAD CASE(I) Standard o % ATE � O � i sIf0NA1-It";% 101111 • FL Cert. 6634 August 23,201 ® Dl - VcrI j d-1- parameters and READ NOTES ON THIS AND INCLUDED M72K REFERENCE PAGE DBI-7473 rev. 10-'O8 BEFORE USE, Design vaIi-lupport or use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual building component. Applicabiliof design paramenters and proper Incorporation of component Is responsibility of building designer -not truss designer. Bracing shown is for later of individual web members only. Additional temporary bracing to insure stability during construction is the respor dbillity of the MiTek' erector. A ddifional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regardingK- fabr catio � quality control, storage, delivery, erection and bracing, consult ANSI/rPli Quality Crileda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Info Tation available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Groza - Datilio T4157607 69876 B5 SPECIAL 1 1 Job Reference (optional) Chambers Truss!Inc., Fort Pierce FI. 34982 7.250 Is May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:45 2011 Pag ID:Pz3zfFkLZaLSLyBScYpX5-yl?l j-eQWojmvNg2f81 GK30zs7EDXj6VeNE1 nZgv4_mdykx 7-8-13 14-0.0 20.3.14 27-10-12 �- +— 7-8-13 6-3-3 6.3-14 7.6-14 Scale = 1:48.9 05 = 3 5.00 F12 6x8 = 3x4 i 5x6 = 5x16 = 2 4. 5 5x8 = m 4 1 9 7 N o 2x3 11 3x8 = _ 3x6 6 �� 2.25 Ft2 3x5 11 7-8-13 14-0-0 20-3-14 27-10-12 7-8-13 6-3-3 6-3-14 7-6-14 Plate Offsets Y : 1:0-2-7 0-0-6 5:0-5-12 0-3-0 LOADING (psf SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TOLL 20. Plates Increase 1.25 TIC 0.46 Vert(LL) 0.28 7-8 >999 360 MT20 244/190 TCDL 7. Lumber Increase 1.25 BC 0.62 Vert(fL) -0.59 7-8 >553 180 BCLL OX Rep Stress Incr YES WB 0.93 Horz(fL) 0.24 11 n/a n/a BCDL 10.( Code FBC2007frPI2002 (Matrix) Weight:132 lb FT = 0% LUMBER BRACING TOP CHORD X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins, except BOT CHORD X 4 SYP M 30 end verticals. WEBS 2 X 4 SYP No.3 `Except` BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. OTHERS -6: 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be X 8 SYP 240OF 2.0E installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS lb/size) 1=1008/0-8-0 (min.0-1-8), 11=976/0-7-4 (min.0-1-8) ax Horz1=222(LC 5) IiAax Upliftl=-429(LC 5), 11=-428(LC 6) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3315/1446, 2-3=-2359/957, 3-4=-2355/974, 4-5=-2778/1176 BOT CHORD 1-9— 1480/3026, 8-9=-1477/3020, 7-8= 1246/2927, 6-7=-121/262 WEBS 2-9=0/288, 2-8=-919/602, 3-8= 525/1420, 4-8= 824/474, 4-7=-1139/582, 5-7= 1103/2631 NOTES 1) Unbalance 'roof live loads have been considered for this design. 2) Wind: ASC 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12k; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber ®►►►►� 11I►�� DOL=1.33 I late grip DOL=1.33 A 3) Provide ad This °cJ uate drainage to prevent water ponding. ° P q 4) truss h'is 5) • This truss been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6`' • •'G E N 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,,,*I,\ SAC` • • 9� between th bottom chord and any other members. '� — -I 6) Bearing at j bearing % int(s) 1, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capa�y 80 jl of Is 7) Provide mec rface. t anical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=429; 11=428. -• FCC LOAD CASE(I) � Standard Go -' — ATE 441� • FL Cert. 6634 August 23,201 AWARM - V-,Hfij d�1gn parameters and RFA NOTES ON THIS AND INCLUDED MITEKREPERENCE PAGE MU- 7473 — 10-'08 BEFORE USE. Design vali for use only with MiTek connectors, This design is based only upon parameters shown, and is for an Individual building component. Applicabili of design poramenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Ls for lateral', pport of individual web members only. Additional temporary bracing to Insure stabillly during construction is the responsiblllity of the MiTek" erector. A dilional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding POW[R m �[RLGq a' fabrication quality conhol, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Btvd, Blvd. Safety Into ation available from Truss Plate Institute, 781 N. Lee Street Suite 312 Alexandria, VA 22314. Tampa, FL 33as Job Truss Truss Type Oty Ply Groza - Datilio T4157608 69876 B6 SPECIAL 1 1 " Job Reference (optional) Chambers Truss c., Fort Pierce R. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Aug 23 15:00:46 2011 Pag _ ID:?gvGblv7Gt6Sl6G8QU3pfxyi?lV-6c4Aw6wObMn?fQvFagNMnR4rOvzozW7i3ZqXl3ybt 7-8-13 14-00 18-10-6 27-4-0 27r1P�12 _ 7-8-13 6-3-3 4.10.6 8-5-10 Ot6 1�2 Scale = 1:48.9 4x5 = 3 6x8 = 6x8 = 5.00 F12 5x6 5x10 = = 3x4 4 5 2 8 5x6 = N 10 0 1 9 7 6 a N 3x8 O 2x3 II 6 3x6 2.25 12 3x5 I I 7-8-13 14-0-0 18-10-6 27-10-12 7-8-13 6-3-3 4-10 6 9-0-6 Plate Offsets X, Y : 1:0-2-3 0-0-6 5:0-4-0 0-0-8 LOADING (ps SPACING 2-0-0 CS1 DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20. Plates Increase 1.25 TC 0.70 Vert(LL) 0.27 9 >999 360 MT20 244/190 TCDL 7. I Lumber Increase 1.25 BC 0.61 Vert(fL) -0.55 8-9 >589 180 BCLL 0. Rep Stress Incr YES WB 0.80 Horz(TL) 0.21 10 n/a n/a BCDL 10.1 Code FBC2007/T-PI2002 (Matrix) Weight: 135lb FT=0% LUMBER BRACING TOP CHORD X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins, except BOT CHORD X 4 SYP M 30 end verticals. WEBS X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. OTHERS X 8 SYP 240OF 2.0E WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation side. REACTIONS lb/size) 1=992/0-8-0 (min. 0-1-8), 10=992/0-7-4 (min. 0-1-8) ax Harz 1=242(LC 5) ax Upliftl=-420(LC 5), 10=-440(LC 6) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD I 1-2=-3258/1430, 2-3=-2263/932, 34=-2245/957, 5.10=-922/469, 4-5=-2531/1059 BOT CHORD I 1-9= 1485/2974, 8-9= 1483/2967, 7-8=-1116/2651 WEBS 2-9=0/300, 2-8=-936/612, 3-8=-535/1406, 4-8=-664/364, 4-7=-1020/527, 5-7=-1021/2482 NOTES 1) Unbalance roof live loads have been considered for this design. 111111 I I 2) Wind: ASC 7-05; 140mph (3-second gust); TCDL=42psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber 1+,,5 A �, 33 DOL=1.late grip DOL=1.33 ♦ P /q I� ♦� 3) Provide ad uate drainage to prevent water ponding. •,.....• ♦ Q i • ' G E N s • •. y ,� 4) This truss s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦ �. 5) • This tru I as been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle between th bottom chord 3-6-0 tall by 2-0-0 wide will fif,' r^^' O 9 8 O and any other members. 6) Bearing at int(s) 1, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building of bearing rface. r--. designer should verify capzty'k — SFr 7) Provide hanical bearing m connection (by others) of truss to plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=420+ •ram 10=440. ATE :•�' LOAD CASE II) Standard i� ••• T �� OR FL Cert. 6634 August 23,201 © LV Desiggn va - Ve Ifij deign parmne — and READ NOTES ONTRIS AAm INCLUDED WTEKREFERENCE PAGE AU- 7473 rm 10-'OS ERFORE USE. id for use only with Mffek connectors. This design Is based only upon shown and is for an Individual building component. Sol Appllcal. parameters sty of design paramenters and proper incorporation of component is responsibility of building designer - not taus designer. Bracing shown is for later I support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek" erector, dditional permanent bracing of the overall structure is the responsibility of the bullding designer. For general guidance regarding POWGR to PGNCOFH ncatio , quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inf, Sol, ation available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314• Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Graze - Datilio T4157609 69876 B7 SPECIAL 1 1 Job Reference (optional) Chambers Trusi Inc., Fart Pierce Ff. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Aug 23 15:00:47 2011 Pag ID:XltJyV5AVo7ByZUDMrMZJJyl71 F-apeZBSwekfvsHaUR80ubJec2yJJriyprlDZ4rVykx 7-8-13 14-0.0 20-1-6 2 -10 27-10-12 7-8-13 I 6-3-3 6-1-6 9- 7-0-6 Scale = 1:48.9 45 = 3 5.00 F12 3x4 6x8 3x4 % Sx6 = 5x16 = 2 4 5 6 9 12 0 5x8 = cb o 1 10 8 N 2x3 11 3x8 = — 7 3x = 2.25 F12 3x5 11 7-8-13 14-0-0 20-10-6 27-10-12 7-8-13 6-3-3 6-10-6 7-0-6 Plate Offsets I X,Y): 1:0-2-7 0-0-6 6:0-5-12 0-3-0 LOADING (ps I SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.7 Plates Increase 1.25 TC 0.50 Vert(LL) 0.28 8-9 >999 360 MT20 244/190 TCDL 7.' Lumber Increase 1.25 BC 0.62 Vert(rL) -0.62 8-9 >530 180 BCLL 0. Rep Stress Incr YES WB 0.83 Horz(TL) 0.24 12 n/a n/a BCDL 1 0A Code FBC2007/TPI2002 (Matrix) Weight: 129 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins, except BOT CHORD 2 X 4 SYP M 30 end verticals. WEBS 2 X4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 5-9-8 oc bracing. 6-7: 2 X 4 SYP M 30 � MiTek recommends that Stabilizers and required cross bracing be OTHERS 2 X 8 SYP 240OF 2.0E installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=1008/0-8-0 (min. 0-1-8), 12=976/0-7-4 (min. 0-1-8) ax Horz 1=214(LC 5) ax Uplift1=-429(LC 5), 12=-427(LC 6) FORCES (lb)''I Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 3315/1445, 2-3=-2360/954, 3.4=-2356/971, 4-5=-3008/1286, 5-6=-2755/1160 BOT CHORD 1-10= 1470/3025, 9-10=-1467/3020, 8-9=-1232/2911, 7-8=-127/277 WEBS 2-10=0/282, 2-9=-917/603, 3-9=-522/1433, 4-9=-807/478, 5-8=-1139/578, 6-8=-1080/2594 NOTES 1) Unbalance roof live loads have been considered for this design. 2) Wind: ASC 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber 'late DOL=1.33 grip DOL=1.33 'buate A 3) Provide ad drainage to prevent water ponding. as ,w PS ` ' q�e ��i� 4) This truss been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. `moo, • ;. • G E N 'This S�`'•, 5) truss as 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 fits A`r ••' �,� between th bottom chord and any other members. 6) Bearing at j ! int(s) 1, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capa4ty N O 39380 of bearing E j dace. � ri �:•//' �� --' 7 �� 7) Provide me hanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 1=429Y r [1.-�� yF / 12=427. • = 9� LOAD CASE(,) Standard O .. ATE ONA� FL Cert. 6634 August 23,201 Q W Design vali - VerlJir deign parametu and READ NOTES ON THIS AND INCLUDED W T IRK REFERENCE PAGE M-7473 r—. 10-'OS BEFORE USE. for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component, Applicabill of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for later support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the MiTek " WE. A fabrication ditional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding I quality control, storage, delivery, erection and bracing, consult ANSI/TPli Quality Criteria, DSB-89 and SCSI Building Component ,o„s,,, vsw Safety Infoi ration available from Truss Plate Institute, 781 N. Lee Street Suite 312 Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610-4115 II Job Truss Truss Type Oty Ply Groza - Datilio T4157610 69876 C COMMON 2 1 Job Reference (optional) Chambers Truss I ., Fort Pierce FI.34982 7.250 s May 112011 MiTek Industries, Inc. Tue Aug 23 15:00:48 2011 Pag - ID:6RjbuIGyC5uCdj N ZvBncrtGyl? 1-2?BxLnxG7zijuj3ei5Pqss99KjenRYo?WtJeNyykx 1-0-0 7-6-9 14-0.0 20-5-7 27-1-0 _ 1-0-0 7.6-9 6-5-7 6-5-7 6-7-9 - Scale= 1:46.9 US = 5.00 F12 5 i 2x3 \\ 3xg - 2x3 4 6 3 5x8 II 7 2 lob YZ 1 0 11 12 10 13 9 5 / 3x4 = 3x6 = 8 3x4 = 9-9-1 18-2-14 27-1-0 9-9-1 B-5-12 8-10.2 Plate Offsets _ Y : 2:0-3-0 0-1-8 7:0-4-9 0-2-8 LOADING (ps SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20. Plates Increase 1.25 TC 0.71 Vert(LL) -0.30 9-11 >999 360 MT20 244/190 TCDL 7. Lumber Increase 1.25 BC 0.70 Vert(TL) -0.50 9-11 >635 180 BCLL 0. 1 ' Rep Stress Incr YES WB 0.27 HOrz(TL) 0.07 8 n/a n/a BCDL 10. Code FBC2007/TPI2002 (Matrix) Weight: 119lb FT=0% LUMBER BRACING TOP CHORD X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except BOT CHORD I X 4 SYP M 30 end verticals. WEBS X4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 8-2-15 oc bracing. 8: 2 X 8 SYP 2400E 2.0E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1109/0-8-0 (min. 0-1-8), 8=1034/Mechanical Ilvlax Horz2=163(LC 5) Max Uplift2=-530(LC 5), 8=-417(LC 6) FORCES (lb'- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2042/778, 3-4=-1905/793, 4-5=-1814/734, 5-6= 1661/678, 6-7=-1845/728, 7-8-918/429 BOT CHORD 2-11=-762/1804, 11-12=-391/1219, 10-12=-391/1219, 10-13= 391/1219, 9-13= 391/1219, 8-9— 588/1616 WEBS 4-11=-351/340, 5-11=-289/692, 5-9-211/500, 6-9= 268/299 NOTES �Ar 1) Unbalanc roof live loads have been considered for this design. 2) Wind: AS 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed; s``r,� MWFRS (low-rise); Lumber �� PS• A. q`� DOL=1.33 late grip DOL=1.33 3) This truss as been designed fora 10.0 bottom chord live load nonconcurrent with any other live loads. .1� ��� • • • G E N S • ••• psf • �`r; �, 4C1 iJ� '• 4) This tru has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle between t bottom BCDL 10.Opsf. 3-6-0 tall by 2-0-0 wide will ft. ---"' `� • • O 39380 chord and any other members, with = • k : 5) Refer to gi er(s) for truss to truss connections. ��,`"l 6) Provide m chanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=530--_ 8=4'17. •� - Vx Z LOAD CAS S) Standard : - TAT E :• �U O N A1- E%%��. A/llllll0 FL Cert. 6634 August 23,201 9k W Designf�l G - Vm4 3j dcsfgn parameters and READ NOTES ON THIS AND INCLUDED BSI W REFERENCE PEGS D9II-7473 r . I0-'OS BEFORE USE. id for use only wth M7 connectors, fi s des gn Is bawd only upon parameters shown, and is for an IndNldual building component, e' AppllcaIliy s for lalpport of des gn paramM and proper inco porat on of component Is respons bBity of building designer -not buss designer. Bracing shown oIndividual web members only. Add tional temporary bracigtoIstabildungconsctionistherespo_billltyftheMiTek" rectordditional permanent bracing of the vrallhUc'rthe responsibiliofthebuilding designer, For general guidnce regardingfobr c_;, quollty control, storage, delivery, erecflon and bracing, coruuIt ANSI/spit 9uallfy Crlleria, DSB-69 and BCSI Build ngComponent6904 Parke East BNd. l nnation available from Truss Plate I uttute, 781 N. Lee Sheet Suite 312 Alexandria, VA 22314. Tampa. FL 33610.4115 Job Truss Truss Type Oty Ply Graze - Datilio T4157611 69876 CA COMMON 1 1 ' Job Reference (optional) Chambers Trusd Inc., Fort Pierce Fl. 34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:49 2011 Pag ID:eHH W MVTUOwYAf6RrdhW WzFyl?8W-W BIJZ7yutH9a Wteq Fpw3P3hQ_70_A?t81X2BvOykx 7-6-9 14-0-0 20-5-7 27-1-0 �. 7-6-9 6-5-7 6-5-7 6-7-9 Scale = 1:45.1 4x6 = 3 5.00 12 2x3 \\ 2x3 2 4 53x4 3x4 6 ' -LAI. o 9 108 11 7 3x5 3x4 = 3x6 = 3x4 = 5x6 II 9-9-3 18.2-13 27-1-0 9-9-3 8-5-10 8-10-3 Plate Offsets Y : 1:0-3-0 0-1-8 6:0-4-1 0-0-7 LOADING (ps SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20. Plates Increase 1.25 TC 0.34 Vert(LL) -0.22 7-9 >999 360 MT20 244/190 TCDL 7. Lumber Increase 1.25 BC 0.57 Vert(TL) -0.47 1-9 >684 180 BCLL 0. Rep Stress Incr YES WB 0.28 HOrz(TL) 0.07 6 n/a n/a BCDL 10. Code FBC2007/TPI2002 (Matrix) Weight: 121lb FT=0% LUMBER BRACING TOP CHORD X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins. BOT CHORD X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be SLIDER Flight 2 X 4 SYP No.3 3-6-11 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS lb/size) 1=1044/0-8-0 (min. 0-1-8), 6=1046/Mechanical ax Horz 1=-112(LC 6) Upliftl= 429(LC 5), 6= 424(LC 6) (Flax FORCES (lb)1 Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2069/820, 2-3=-18531761, 3-4=-1755/716, 4-5= 1884l768, 5-6=-19491751 BOT CHORD 1-9= 775/1847, 9-10= 390/1253, 8-10=-390/1253, 8-11=-390/1253, 7-11=-390/1253, 6-7=-599/1710 WEBS 2-9=-363/352, 3-9=-302/696, 3-7=-244/571, 4-7=-284/309 NOTES 1) Unbalance roof live loads have been considered for this design. 2) Wind: ASC 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 r I ate grip DOL=1.33 S A 3) This truss h ` ♦o♦♦�� been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: ♦ __ AA / 4) This truss between th ias 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 •' ! bottom chord and any other members, with BCDL = IO.Opsf. �` ' \ G E N S'� °• 92�� 5) Refer ��� e for to girt r(s) truss to truss connections. • 6) Provide me anical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=429 ", : �W 39380------f„ 6=424. k LOAD'CASEO Standard!: •:f� + ' ATE ' 411 • & N AX- ��♦`♦♦ i0 FL Cert. 6634 August 23,201 Jk W Design vali - VeHfij design parameters and READ NOTES ON TRIS AND BVCLUDED M1TF_K REFERENCE PAGE M71-7473 ren. 10-'08 BEFORE USE. for use only with MiTek connectors, This design is based only upon parameters shown, and is for an Individual building component. Applicabili ' of design paramenters and proper Incorporafion of component is responsibility of building designer -not truss designer. Bracing shown Is for lateral erector. A pport of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the itional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regardingPsa�n•K- qualify MiTek" fabrication, control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infon tiallon available from Truss Plate Institute, 781 N. Lee Street, Suite 37Z Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Groza - Datilto T4157612 69876 D HIP 1 1 Job Reference (optional) Chambers Trus Inc., Fort Pierce FI.34982 7.250 s May 11 2011 MiTek,lndustries, Inc. Tue Aug 23 15:00:50 2011 Pag ID:eHHWMVTUOwYAf6RrdhWWzFyl78W7_NJhmTzWeaHR81 DOpWSIxHEaDWNOvVJI_BolRgykx 1-0-0 9-0-0 , 11.0-0 20.0-0 _ _ , 21-0.0 Ll _ 11-ao I 9-0-0 2.0.0 9.0.0 1-0-0 Scale = 1:36.6 6x8 % 6x8 3 4 5.00 12 2 Ilel 5 yj EIT- T 6 Io d1 9 8 7 3x5 i 2x3 113x6 = 2x3 11 3x5 9-0-0 11.0-0 20-0-0 9-0-0 2.0•0 9-0-0 Plate Offsets X 2:0-3-0 0-1-8 3:0-4-8 0-2-4 4:0-4-8 0.2-4 5:0-3-0 0-1-8 LOADING (ps SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20. Plates Increase 1.25 TC 0.43 Vert(LL) -0.22 2-9 >999 360 MT20 244/190 TCDL 7. Lumber Increase 1.25 BC 0.46 Vert(TL) -0.46 2-9 >499 180 BCLL 0. Rep Stress Incr YES WB 0.08 Horz(TL) 0.03 5 n/a n/a BCDL 10. Code FBC2007/TP12002 (Matrix) Weight: 76 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11-6 oc purlins. BOT CHORD'2 X4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 12 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation cluide. REACTIONS I'Ib/size) 2=790/0-8-0 (min. 0-1-8), 5=790/0-8-0 (min. 0-1-8) Max Horz2=-97(LC 6) Max Uplift2= 405(LC 5), 5=-405(LC 6) FORCES (lb)' Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1196/433, 3-4=-1022/450, 4-5=-1196/433 BOT CHORD 2-9=-319/1017, 8-9=-316/1022, 7-8=-316/1022, 5-7=-314/1017 NOTES 1) Unbalancj roof live loads have been considered for this design. 2) Wind: ASC 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=1211; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 late grip DOL=1.33 3) Provide aci l uate drainage to prevent water ponding. 111111111,'I�� 4) This truss s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11 A. 5) *This truss as 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 ,�, ks q<e �j • �s between th Provide bottom chord and any other members. �� Q •' ' G E N SF.,q•� 6) me hanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=405, 0 ���`Z`; �� 5=405. r �- No30 LOAD CASE(I) Standard r o - : AT : ? t4/ e �Io111111111111` FL Cert. 6634 August 23,201 ® W G - Ve gfij d.19. parmneters and READ NOTES ON 77IIS AND INCLUDED M17EK REFERENCE PAGE M11-7473 — 10-'08 BEFORE USE. Design Val for use only with MTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicab li of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown IS for later support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the MiTek' erector. A' ditional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabricatio quality control, storage, delivery, erection and bracing, consult ANSI/1PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Info nation available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, Fl- 33610-4115 Job Truss Truss Type Qty Ply Graze - Datilio T4157613 69876 D1 COMMON 4 1 'I Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:50 2011 Pag - ID:eHH W MVTUOwYAf6RrdhW WzFyl?8 W-_NJhmTzWeaH R81 DOpW S IxHEd0W MvvTC I_BolRgykx -1-0-0 6-11-2 10-0 0 13-0.14 20.0.0 21-0.0 1-0-0 6-11-2 3 0-14 3-0-14 6-11-2 1-0-0 Scale = 1:36.0 4x4 = 4 5.00 12 2x3 2x3 3 5 2 6 7 T 1 d1 8 1 3x5 i 3x5 5x8 = 10-0-0 20.0.0 10-0-0 10-0-0 Plate Offsets 2:0-3-0 0-1-8 6:0-3-0 0-1-8 8:0-4-0 0.3-0 LOADING (ps, I SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20 Plates Increase 1.25 TC 0.25 Vert(LL) -0.14 2-8 >999 360 MT20 244/190 TCDL 7 Lumber Increase 1.25 BC 0.53 Vert(fL) -0.38 2-8 >610 180 BCLL 0 ° Rep Stress Incr YES WB 0.21 Horz(TL) 0.03 6 n/a n/a BCDL 10 Code FBC2007/rP12002 (Matrix) Weight: 83 lb FT = 0% LUMBER BRACING TOP CHOR 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHOR 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP 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=790/0-8-0 (min. 0-1-8), 6=790/0-8-0 (min. 0-1-8) Max Horz2=105(LC 5) Max Uplift2=-414(LC 5), 6=-414(LC 6) FORCES (I I - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHOR 2-3= 1250/512, 3-4=-987/404, 4-5=-987/404, 5-6=-1250/512 BOT CHOR 2-8— 454/1099, 6-8=-358/1099 WEBS 4-8=-261/669, 5-8=-332/296, 3-8=-332/295 NOTES 1) Unbalanc d roof live loads have been considered for this design. 2) Wind: AS,, E 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. Il; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.3 plate gripDOL=1.33 t%J11111111/j1 3) This truss as been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `% III 4) *This tru 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 �� \V`P?• A'• q�� between t e ovi 5) Provide bottom chord and any other members. - chanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=414, �� �` ••' • \ G E N S ' •.•-cf �� 6 I(S) ♦ •_ i 0 39380y„ �' LOAD CAS •--�- Standard * : 0 5' ATE ,k\° 01111111111111 lit • FL Cert. 6634 August 23,201 Ver7j3,I dmIgn parmrrdt and READ NO TES ON THIS AND INCL UDED bBTEKREPERENCE PAGE DUI-7473 rea. 10-'08 BEFORE USE.�In t lid for use only with MTek connectors. This design Is based only upon parameters shown, and is for an individual building component. ic 'lily of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lot ral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" erector Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding }OW6H Tn p6NfOFM- fabrica ' n, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety I formation avallable from Taus Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Groza - Datilio T4157614 69876 G RA HIP 1 1 Job Reference (optional) Chambers Truss I ., Fort Pierce FI. 34982 7,250 s May 11 2011 MiTek Industries, Inc. Tus Aug 23 15:00:51 2011 Pag ID:AoQosv9Z6iwPD3Avr23DdbykyCl-Tat3zpz8 PuP ImBoDNEzXUUnjpwiyew9 RCrXI_Gykx •-1-0-0 7-0-0 13-0-0 20-0.0 21-0-0 1-0-0 7-0-0 6.0-0 7-0-0 1-0-0 Scale = 1:36.6 7x10 MT18H= 5X8 3 4 5.00 12 2 I' 5 F El6 ' Ig 9 8 7 5 2x3 II 4x6 = 3x4 = 4x5 = 7-0-0 1&0-0 20-0-0 7-0-0 6-0-0 7.0-0 Plate Offsets 0X 2:0-2-2 0-0-2 3:0-7-0 0-2-4 4:0-4-0 0-2-2 5:0-2-2 0-0-2 LOADING (ps III SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20. Plates Increase 1.25 TC 0.57 Vert(LL) 0.14 7-9 >999 360 MT20 244/190 TCDL 7. Lumber Increase 1.25 BC 0.54 Vert(TL) -0.28 7-9 >820 180 MT18H 244/190 BCLL 0. Rep Stress Incr NO WB 0.23 Horz(TL) 0.09 5 n/a n/a BCDL 10. Code FBC2007lrP12002 (Matrix) Weight: 82 lb FT = 0% LUMBER BRACING TOPCHORDI X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins. BOT CHORD X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-11-14 oc bracing. WEBS X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be II2 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS !(Ib/size) 2=1503/0-8-0 (min. 0-1-12), 5=1503/0-8-0 (min. 0-1-12) Max Horz2=81(LC 5) Max Uplift2— 864(LC 5), 5= 864(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD; 2-3=-3087/1717, 3-4=-2801/1639, 4-5=-3088/1717 BOT CHOR 2-9=-1488/2767, 8-9— 1502/2800, 7-8— 1502/2800, 5-7=-1501/2768 WEBS 3-9— 275/682, 4-7=-304/728 NOTES 1) Unbalanc roof live loads have been considered for this design. 2) Wind: AS 7-05;140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 late grip DOL=1.33 Equate 1 11111 1 ��I� 3) Provide a drainage to prevent water ponding. �,�� A. 4) All plates '6 MT20 plates unless otherwise indicated. ,,♦��. A PS• 5) This truss as been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This tru has been designed for live load 20.Opsf bottom in ♦ Q V C' E N S' • •• ♦� `2` •' • ••9 �� a of on the chord all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ^�' L� between t e bottom chord and any other members. 7) Provide m chanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) �♦ . --- except (jt=lb) 2=864 ; . • O 39380 ' -- 5=864. 8) Girder car es hip end with 7-0-0 end setback. 9) Hahger(s) device(s) be load(s) lb r other connection shall provided sufficient to support concentrated 475 down and 326 lb up at 13-CS) 51 down and 326 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of oand thers 10) In the L D CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). :-T E �• 4/ ••• P =%♦ i��i�S LOAD CAS II(S) Standard • OR k C� 5/p 1) Regular: mber Increase=1.25, Plate Increase=1.25 N Ai- Uniform ads (plf) ��111����, rt: 1-3=-54, 3-4= 112(F=-58), 4-6=-54, 2-9=-20, 7-9=-42(F=-22), 5-7=-20 Concentr ed Loads (lb) rt: 9=-475(F) 7=-475(F) FL Cert. 6634 August 23,201 V."fij design parameters andREAD N07ES ON THIS AND INCLUDED MEKREFERENCE' PAGE MII-7473 rm. 10-'08 BEFORE USE.sign t17 '.lid lid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. plica is for lat of design paramenters and proper incorporation of component is responsibility of building designer - not buss designer. Bracing shown ral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the MiTek" erector., Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding POW[e To P[N60RM- fab. a Safety I n, quality control, storage, delivery, erection and bracing, consult ANSI/rP11 Quality Criteria, DSB-89 and BCSI Building Component formation available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610.4115 Job Truss Truss Type City Ply Groza - Datilio ' T4157615 69876 G RD HIP 1 1 Job Reference (optional) Chambers Trus Inc., Fort Pierce FI.34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:52 2011 Pag ^ ID;9rG8FYOD8ZkyQzYF6BiaW-xj-xmRSB9_mACX8NLNPxxUmOiJsGKycNJvbRVHrWjykx 1 1-0 0 7-0-0 11-10.0 16-4-2 21-0.0 27-9.0 1-0-0 _, 7-0-0 4-10-0 4.6-2 4-7-14 6-9-0 Scale = 1:48.9 7x8 i-`- 3x4 2x3 II 7x8 = 5.00 12 3 13 14 4 15 16 5 17 18 6 2 7 N �1 N Io o 4x = 12 19 20 11 21 10 22 9 23 24 8 4x10 = 2x3 II 3x5 = 5x8 MT18H= 3X10 = 2x3 11 I 7-0.0 11-7-14 16.4-2 21-0-0 27-9.0 7-0-0 4-7-14 4.8.4 4-7-14 6-9-0 Plate Offsets Y : 2:0-0-10 0-0-2 3:0-4-0 0-2-2 6:0-4-0 0-2-2 7:0-0-2 0-0-4 LOADING (psf 11 SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.43 9-11 >756 360 MT20 244/190 TCDL 7.d Lumber Increase 1.25 BC 0.90 Vert(rL) -0.72 9-11 >455 180 MT18H 244/190 BCLL OX I • Rep Stress Incr NO WB 0.46 Horz(TL) 0.21 7 n/a n/a BCDL 110.6 Code FBC2007lrP12002 (Matrix) Weight: 124 lb FT = 0% LUMBER BRACING TOP CHORD X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-9-10 oc purlins. BOT CHORD X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 4-1-10 oc bracing. WEBS X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation side. REACTIONS /size) 7=2171/0-5-0 (min. 0-2-9), 2=2239/0-8-0 (min. 0-2-10) ax Horz2=90(LC 5) ax Uplift7=-11 6), 2=-1293(LC 5) FORCES (lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when show. TOP CHORD 2-3=-4869/2706, 3-13=-5507/3191, 13-14=-5506/3191, 4-14= 5506/3191, 4-15= 5503/3198, 15-16=-5503/3198, 5-16= 5503/3198, 5-17= 5503/3197, 17-18— 5503/3198, 6-18=-5504/3198, 6-7=-4842/2704 BOT CHORD 2-12=-2412/4391, 12-19=-2423/4426, 19-20— 2423/4426, 11-20=-2423/4426, 11-21=-3110/5539,10-21= 3110/5539,10-22=-3110/5539',9-22=-3110/5539, 9-23=-2413/4389, 23-24=-2413/4389, 8-24=-2413/4389, 7-8=-2402/4354 WEBS 3-12=-224/719, 3-11=-790/1399, 4-11=-550/483, 5.9=-529/475, 6-9— 796/1428, 6-8=-237/717 NOTES ``,1111111►11111, ��`nn PS A • • • �� 1) Unbalanced i oof live loads have been considered for this design. �% �`V` • •' E N S ••••I 2) Wind: ASCE -05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber �� `Z` ••••\G �`" �• Ji ��jj DOL=1.33 pl ite grip DOL=1.33 �� 3) Provide ade -ate drainage to prevent water ponding. No 39380 '---- -z� 4) All plates are 5) This truss h 20 plates unless otherwise indicated. *�r' 2 been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 'This truss h'Isbeen 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 willit, y:� _ „�.�'� 'x r between the I ottom chord and any other members. 7) Provide mect anical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=1179r� •, ATE 2=1293. 8) Hanger(s) or -ther connection device(s) shall be to load(s) lb down •�� provided sufficient support concentrated 129 R and 189 Ib up at 7-0-0,-0-2,117 � 1 b up at 9-0-12,117 lbdownand 142 lb 7 at 11l lb down down and at 13-0-12,117 1189 ,i'0 s' &/0 lb up at 4-1 b p at142 -4, 117b dow and 142 b up at 1611-4 and 1 lb down and 142 lb up ata18 11-4ba d 169 Ib dow andup N A1- �G��``� 21-0-0 on top hard, and 542 lb down and 258 lb up at 7-0-0, 93 lb down at 9-0-12, 93 lb down at 11-0-12, 93 lb down at 13-0-12, 93 lb 1111 ! dow at 14-1 11 1 11111O� -4, 93 lb down at 16-11-4, and 93 lb down at 18-11-4, and 542 Ib down and 258 Ib up at 20-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD ASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). FL Cert. 6634 LOAD CASES , Standard August 23,201 Continued on a e 2 Q WARNING Verijij design parameters and READ NOTES ON7TIIS AND INCLUDED BUTEK REFERENCE PAGE ba1-7473 10-'OS BEFORE USE, Designvalidi r ruse only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. pl r Applicab lity f design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown iii��YYY■ is for lateral s port of individual web members only. Additional temporary bracing to Insure stability during construction is the resporuibillity of the 'anal MiTek' erector. Add permanent bracing of the overall structure is the responsiblify, of the building designer. For general guidance regarding POW6Rm P6RLO' fabricator', Safety Inform ality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component lion available from True Plate Institute, 781 N. Lee Street, Suite 312. Alexandria. VA 22314. 6904 Parke East Blvd. Tampa, FL 33610-4115 II Job Truss Truss Type Oty Ply Graze - Datilio T4157616 69876 GRF HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Aug 23 15:00:53 2011 Pag - ID:eHH W MVTUOwYAf6RrdhW WzFyl?8W-Py?gOV?PxVf??VybUf??Zvs3l kNO6gf kg90P29ykx 11-0.0 I 7-0-0 13.0-0 20-0 0 21-0 0 1-0-0 7-0.0 6.0.0 7-0-0 Scale = 1:36.6 7x10 MT18H= i 5x8 3 4 5.00 F12 5 6 T 1 Ig — 9 8 7 — 45 = 2x3 II 4x6 = 3x4 = 4x5 = 7-0-0 13-0-0 20-0-0 7-0.0 6-0-0 7-0-0 Plate Offset X Y: 2:0-2-2 0-0-2 3:0-7-0 0-2-4 4:0-4-0 0-2-2 5:0-2-2 0-0-2 LOADING sf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Lid PLATES GRIP TCLL 0.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.14 7-9 >999 360 MT20 244/190 TCDL �.0 Lumber Increase 1.25 BC 0.54 Vert(fL) -0.28 7-9 >820 180 MT18H 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.23 Horz(TL) 0.09 5 n/a n/a BCDL I0.0 Code FBC2007lrP12002 (Matrix) Weight: 82 lb FT = 0% LUMBER ! BRACING TOP CHO D 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins. BOT CHO D 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-11-14 oc bracing. WEBS 2 X4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be I installed during truss erection, in accordance with Stabilizer Installation guide. REACTIO, S (lb/size) 2=150310-8-0 (min. 0-1-12), 5=1503/0-8.0 (min. 0-1-12) Max Horz2=81(LC 5) Max Uplift2= 864(LC 5), 5=-864(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CH D 2-3=-3087/1717, 3-4=-2801/1639, 4-5= 3088/1717 BOTCH RD 2-9=-1488/2767, 8-9=-1502/2800, 7-8=-1502/2800, 5.7=-1501/2768 WEBS 3-9— 275/682, 4-7_ 304/728 NOTES 1) Unbal ced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. ll; Exp B; enclosed; MWFRS (low-rise); Lumber 1.33 DOL= plate grip DOL=1.33 111111 / 3) Provi adequate drainage to prevent water ponding. 4) All pl as are MT20 plates unless otherwise indicated. S A tj N ' • •. �i� 5) This t ss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�% Q�• • G•E•S� 6) • Thi has been designed for live load 20.Opsf in 3-6-0 tall by 2-0.0 fit% -IN • ` • •,9/f� �� russ a of on the'bottom chord all areas where a rectangle wide will *N,� betw In the bottom chord and any other members. 1,46 39380 7) Provi a mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=864� * 5=8 8) Gird carries hip end with 7-0-0 end setback. 9) Han r(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 475 lb down and 326 lb up at 13-o9 "A�" and 5 lb down and 326 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of ��• 14/ Z othe ATE Q� 10) In t e LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). •.• Q' _�� LOAD ASE(S) Standard Rneg ,�j S • • �?,`� 1) r increase=1.25, Plate Increase=1.25 '�� /O N A� rm:Loads ����� Vert: 1-3=-54, 3-4=- 1 12(F=-58), 4-6=-54, 2-9=-20, 7-9=-42(F=-22), 5-7=-20 Co ntrated Loads (lb) Vert: 9=-475(F) 7=-475(F) FL Cert. 6634 11 August 23,201 T WARAUNG - Verlfij des&gn Itaramefers and READ NOTES ON THIS AND INCLUDED ABTF-K REFERENCE PAGE MII.7473 ren, 10-'OS BEFORE USE. gn valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component. placability of design poramenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracing shown ii��YY■ or lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsbillity of the MiTek" ,eector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding vcwcn ro �ewscaH- f bricatiom quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. S ety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria VA 22314, Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Groza - Datilio T4157617 69876 J1 MONO TRUSS 18 1 Job Reference (optional) Chambers Truss I c., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Aug 23 15:00:54 2011 PagE 1 ID:UIDUwhmk?BWcVnikSggwvPyl??5-t9ZCcrO1ipnsdeWn2MWE67PKR8rvrIO(tvpmyabykx N -1-0-0 1-0-0 1-0-0 1-0-0 refer to MiTek "TOE -NAIL" Detail for connection to Scale = 1:6.6 s pporting carrier truss (typ all applicable jacks on this job) 3 5.00 f 12 2 � 1 4 i I 3x4 = 1-o-0 , 1-0.0 LOADING (ps SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20. 1' Plates Increase 1.25 TO 0.16 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7. 1 Lumber Increase 1.25 BC 0.01 Vert(Q -0.00 2 >999 180 BCLL 0. Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10. Code FBC2007/rP12002 (Matrix) Weight: 5 lb FT = 0% LUMBER BRACING TOP CHORD ! X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD X 4 SYP 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 (lb/size) 2-132/0-8-0 (min. 0-1-8), 4=9/Mechanical, 3=-12/Mechanical Max Harz2=57(LC 5) I Max Uplift2=-152(LC 5), 3=-12(LC 1) Max Grav2=132(LC 1), 4=18(LC 2), 3=32(LC 5) FORCES (lb Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: AS 7-05; 140mph (3-second gust); TCDL=4.2psf; BGDL=3.Opsf; h=12ft; Cat. ll; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 - late grip DOL=1.33 2) This truss as been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This tru 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 t bottom chord and any other members. 4) Refer to gi er(s) for truss to truss connections. 1111 1111 / 5) Provide m chanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (it=lb) 2=152. �0�`w1n,PS A. <e'9 LOAD CAS S) Standard E N S f3o 39380 sr • yt . lo ATE �/111111/ FL Cert. 6634 August 23,201 Verijtj design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 1rIIf-7473 rm. 10-'08 BEFORE USE. Design slid Applic0 'Iity for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. of design paramenters and proper incorporation of componenT fs responsibility building designer - not truss des gnee Bracing shown iip�T■ is for fat support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblllity of the s MiTek' erector.! Additional permanenT bracing of the overall structure is the respons b1ity of the building des gner. For general guidance regarding Pow�Ar, fabricol n, qualify conhol, storage, delivery, erection and bracing, corwult ANSI/rP11 Auality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety I onnation If available from Truss Plate Institute, 781 N. Lee sheet Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Graze - Datilio T4157618 69876 J3 MONO TRUSS 17 1 Job Reference (optional) Chambers Truss 1c., Fort Pierce FI.34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:54 2011 Pag - ID:FgWbCisl7fWTT?eGwWzpD5yl?_z-t9ZCcrO1lpnsdeWn2MWE67PJIBgKrKXtvpmyabykx -1-0-0 3-0-0 _ 1-10 3-0.0 Scale = 1:10.9 3 I 5.00 12 2 1 4 3x4 = 3-0-0 3.0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 li Lumber Increase 1.25 BC 0.12 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 11 lb FT = O% LUMBER BRACING TOP CHORD 2 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 4 SYP 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 (Ib ize) 3=51/Mechanical, 2=192/0-8-0 (min. 0-1-8), 4=26/Mechanical Md Horz2=99(LC 5) M Uplift3=-43(LC 5), 2= 165(LC 5) ME, Grav3=51(LC 1), 2=192(LC 1), 4=53(LC 2) FORCES (lb) - IM 3x. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7 DOL=1.33 plat 5; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber : grip DOL=1.33 2) This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss ha,4, 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 bc om chord and any other members. 4) Refer to girder( ) for truss to truss connections, 5) Provide mecha ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=165. ��t��PS A S%' LOAD CASE(S) Itandard \V`. �e ��s ��� x ' \LENS• ••y2,, "d`o-39380 --j OATE .'�4U S %% A E�e FL Cert. 6634 August 23,201 WARNING- es 'fij dirga parm wil and READ MOTES ON THIS AND INCLUDED A97EK REFERENCE PAGE bffl-7473 rm. 10-'08 BEFORE USE. ° Design valid for Applicability of only with MiTek connectors, This design Is based only upon parameters shown, and is for an Individual building component. esign paramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support erector. Additi of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the � al permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek" ♦OWLN m rC k' t fabrication, qua,ty Safety InformallikIp control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type City O' Ply Graze - Datilio T4157619 69876 J5 MONO TRUSS 14 1 Job Reference (optional) Chambers Truss I ., Fort Pierce FI. 34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:55 2011 Pag ID:ONAXH9zmE6XLQEGpOB7hYnyl?_r-LL7apB1fT7wjEo5_c31TeKxSkX6mamn17TVW72ykx I 1-0-0 5.0-0 1-0-0 5-0.0 Scale = 1:15.1 3 5.00 F12 2 1 4 3x4 = �5-0-0� 5-0-0 LOADING (psf) ! SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.07 2-4 >809 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 17 lb FT = 0% LUMBER BRACING TOP CHORD 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 4 SYP 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 side. REACTIONS (I /size) 3=114/Mechanical, 2=257/0-8-0 (min. 0-1.8), 4=46/Mechanical ax Horz2=142(LC 5) �x Uplift3= 109(LC 5), 2=-181(LC 5) Grav3=114(LC 1), 2=257(LC 1), 4=93(LC 2) FORCES (lb) ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE -05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber D0L=1.33 pl to grip DOL=1.33 2) This truss h been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss 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 ottom chord and any other members. 4) Refer to gird (s) for truss to truss connections.►►►► I ��� 5) Provide mec anical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) 3=109, `s.% 2=181. LOAD CASES ,%O Standard �� �`, \G E N 1163938 0 �! S ATE :O.' .:41� NA FL Cert. 6634 August 23,201 MW - V.Hfij design parameters and READ NOTES ON MIS AND INCLUDED WTEK REFERENCE PEGS W1-7473 ren. I0-'08 BEFORE USE. o Design vali for use only with Welk connectors, This design Is based only upon parameters shown, and Is for an Individual building component. Appllcabill is for lateral of design paromenters and proper Incorporation of component is responsibility of bull ding designer -not truss designer. Bracing shown ppori of Individual web members only. Additional temporary bracing to Insure stability during construction is the resporuibillity of the MiTek" erector. A Monal permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding I....-P[HF(Jp fabricatioR, uality control, storage, delivery, erection and bracing, consult ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sauey Info atton available from Truss Plate Institute, 781 N. Lee Skeet, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Groza - Datilio T4157620 69876 J7 MONO TRUSS 26 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:55 2011 Pag 1 ID:Jj5AIY29aGPLmJlglglKKFyl?—k-LL7apB1fT7vjEo5_c31TeKxS5XOtamnl7TVW72ykx M II � -1-0-0 7-0-0 , 1-0-0 7-0-0 Scale = 1:19.1 3 5.00 F12 2 I I 1 4 3x4 = 7-0-0 7-0-0 LOADING (pst) SPACING 2-0-0 , CSI DEFL in (loc) Well Ud PLATES GRIP 'ITCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.12 2-4 >688 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(fL) -0.29 2-4 >275 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 23lb FT=O% LUMBER BRACING TOP CHORD 2 'fi SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X $ SYP 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 (lb/s e) 3=171/Mechanical, 2=328/0-8-0 (min. 0-1-8), 4=66/Mechanical Max �lorz2=186(LC 5) Max 6pl'Ift3=-166(LC 5), 2=-205(LC 5) Max rav3=171(LC 1), 2=328(LC 1), 4=133(LC 2) FORCES (lb) - M Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)�Wind: ASCE 7-0 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber IDOL=1.33 plate DOL=1.33 2) This truss has be designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss has b en 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 botto chord and any other members. 4) Refer to girder(s) r truss to truss connections. 5) Provide mechanic' I connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=166, 2=205. ��p.S A, oq�� 4?, LOAD CASE(S) St and ��`•••�\G E N gF.,g2•�� ♦* �r'0 0 I- =� ;ram.• AT 0s/ONA r I'� FL Cert. 6634 August 23,201 Q WARNING - Verify 1g. parameters and READ NOTES ON THIS AND INCLUDED BBTEK REFERENCE PAGE bBr-T473 ren. 10-108 BEFORE USE. Design valid for use o y with MiTek connectors, This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of desig baramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of inndividual web members only. Additional temporary bracing to Insure stability during construction Is the resporuibillity of the ' � I" Additional p "anent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding PeWcwn ve w- fabrication, quality co &ol, storage, delivery, erection and bracing, consult ANSI/rPlt Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information av able from Tn w Plate Institute, 781 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, Parke 3 as Blvd. I Job Truss Truss Type Qty Ply Graze - Datilio T4157621 69876 KJ7 MONO TRUSS 7 ' 1 Job Reference o liana) Chambers Trus Inc., Fort Pierce FI.34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:56 2011 Pag ID:UgGK2JB3?eona?eGRzRvHayl?_Z-pXgyl W1 HEQ2asygAAnYiBYUdKxTOJBLAM7F3fUykN -1-5-0 7-3.5 9-10-1 • 1-5-0 7-3.5 2-6.12 Scale = 1:20.9 4 3x4 3.54 12 3 8 2 1 7 6 3x4 = 2x3 11 5 3x4 = I' I 7-3.5 9-10-1 7-3-5 2-6-12 Plate Offsets XY 6:0-1-4 0-1-8 i LOADING (psfl SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.33 Vert(LL) -0.05 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(fL) -0.13 2-7 >870 180 BCLL 0.0 ' BCDL Rep Stress Incr NO WB 0.17 Horz(TL) 0.01 6 n/a n/a 10.0 Code FBC2007/TP12002 (Matrix) Weight: 40 lb FT = 0% LUMBER BRACING TOP CHORD 2 X SYP M 30 TOP CHORD Structural wood sheathingdirect) oc purlins. BOT CHORD 2 X ' SYP M 30 BOT CHORD Rigid ceiling direct) iy applied or bracing. 9 10-0-0 bracin 9 y applied or oc . WEBS 2 X i1 YP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. R (lb/si ) 4=66/Mechanical, 2=391/0-11-5 (min. 0-1-8), 6=516/Mechanical (ACTIONS Max 6rz2=222(LC 3) Max �lift4=-72(LC 3), 2=-240(LC 3), 6=-266(LC 3) I FORCES (lb) - Max. 11 omp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3 11607/168 BOT CHORD 2-7 l 308/548, 6-7=-308/548 WEBS 3-7= /306, 3-6=-736/414 NOTES 1) Wind: ASCE 7-05; 40mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate gri DOL=1.33 2) This truss has bee designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This 3) truss has be 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 S A, o between the botto chord and any other members, o P A 4) Refer ...... to girder(s) fo truss to truss connections.•" 5) Provide mechanicalonnection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 4 except Qt=1b) 2=240, " 'Z` •••�Ci E N S' •�••"� e 6) In'the LOAD CASE ) section, loads applied to the face of the truss are noted as front (F) or back (B). O 8 LOAD CASE(S) Stan rd 1) R6gular. Lumber Inc' ase=1.25, Plate Increase=1.25 Uri'tform Loads (pif) - Vert: 1-8=- i ":�- . SATE :• Trapezoidal Loads Vert: 8=0(F= 7, B=27)-to-4=-133(F— 39, B=-39), 2— 2(F=9, B=9)-to-5=-49(F=-15, B=-15) eei�� • �< p R .,��SSO �. N Al-E�Ca #Milt% FL Cert. 6634 August 23,201 iga parayrz& rs and READ NOTES ONTIIIS AND INCLUDED A97EK REFERENCE PAGE 161-7473 rrn. 10-'08 BEFORE USE. Design for ARMNG - Vcrt,&jiviclual valid use anwith MTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of designramenters and proper incorporation of component is responsibility, of building designer - not truss designer. Bracing shown is fQr lateral support of web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of theMiTek' erector. Additional panent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ek"rication quality col, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89and BCSI Building Component6904 Salety Information avbie from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria VA 22314. ParkeEast Pa ke East Blvd. Blvd. Tampa, 3 1 Job Truss Truss Type Qty Ply Groza - Datilio T4157622 69876 KJA MONO TRUSS 1 1 Job Reference (optional) Chambers Truss ic., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Aug 2315:00:56 2011 Pag ID:Ntl GSVRE25Rob EklAtJgd?yl?—E-pXgyl W1 HEQ2asygAAnYiBYUgtxWbJD1 AM7F3fUykx 3-8-8 1.5.0 3-8.8 Scale = 1:10.1 ICI 3 i 3.54 12 2 5 1I 3x4 = 4 3x6 I I 0-10-9 3.8.8 0-10-9 2.9-15 Plate Offsets X u: 2:0-3-4 0-0-1 2:0-1-2 1-4-15 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 ITCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 2-4 >999 180 ;BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 15 lb FT = 0% ILUMBER BRACING ITOP CHORD 2,' 14 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. 1BOT CHORD 2 1 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE ,Left: 2 X4 SYP N.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation side. REACTIONS (Ib ize) 3=33/Mechanical, 2=149/0-11-5 (min. 0-1-8), 4=22/Mechanical M Horz2=55(LC 3) M Uplift3=-15(LC 4), 2=-164(LC 3) M Grav3=33(LC 1), 2=149(LC 1), 4=55(LC 2) FORCES (lb) M . Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-I 5; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. Il; Exp B; enclosed; MWFRS (low-rise); cantilever left exposed; L mber DOL=1.33 plate grip DOL=1.33 2) This truss has t ' en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has een 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 bo am chord and any other members. 4) Refer to girder(, t for truss to truss connections. 5) Provide mechai dcal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=164. ,• <e1'j� 6) In the LOAD C E(S) section, loads applied to the face of the truss are noted as front (F) or back (B). `�0\: G•E•N S LOAD CASE(S) andard 1) Regular: Lumbi Increase No 1.25, Plate Increase=1.25 Uniform Loads If) 380 e Vert: 1-5 -54 Trapezoidal Loa s (plo Vert: 5= (F=27, B=27)-to-3= 50 F=2, B=2 2= 2 F=9, B=9 19 F=1, B=1 (- ) , -to-4— (- ) (- ) oOATE FL Cert. 6634 August 23,201 ik WARNING - V Designvalldfort fij design parmnders and READ NOTES ON THIS AND INCLUDED WTEK REFERP.NCE PAGE Mr-7473 rev. 10-108 BEFORE USE. e only with Mrrek connectors. This design is based only upon parameters shown, and is for an Individual building component. ° Appllcabillty of ' gn paramenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown Is for lateral support erector. Additia of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the ibi permanent bracing of the overall structure is the responsibility of the bulding designer. For general guidance regarding MiTek ,.a„, .......W.- fabrication, quay Safety Informatio control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate institute, 781 N. Lee Sheet, Suite.312 Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610-4115 x Job Truss Truss Type Qty Ply Graze - Datilio T4157623 69876 KJB MONO TRUSS 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:57 2011 Peg ' ID: Nt1 GSVRE25RobEk lAtJgd?yl?_E-HkELEs2v?kARU6FMj U4xj 11 rRU U2gHKbr _cBwykx 2-1-7 1.5.0 2-1-7 Scale = 1:7.7 3 r r 3.54 12 i 2 1 i 1 4 3x4 = 3X6 ll 1-9-14 1-9-14 Plate Offsets Y : 2:0-3-4 0-0-1 2:0-1-2 1-4-15 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.01, Plates Increase 1.25 TC 0.18 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(fL) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/1'PI2002 (Matrix) Weight: 10 lb FT = 0% LUMBER BRACING TOP CHORD X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-1-7 oc purlins. BOT CHORD X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2 X 4 SYP MiTek recommends that Stabilizers and required cross bracing be I Jo.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (I/size) 3=-3/Mechanical, 2=210/0-11-5 (min. 0-1-8), 4=17/Mechanical 3) axHarz2=66(LC x Uplift3=-12(LC 4), 2=-229(LC 3) ax Grav3=27(LC 3), 2=21 O(LC 1), 4=34(LC 2) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: AS CEi:>ttom -05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat, 11; Exp B; enclosed; MWFRS (low-rise); cantilever left exposed; umber DOL=1.33 plate grip DOL=1.33 2) This truss habeen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss h 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 chord and any other members. 1111 t 1 `��IC 4) Refer to gird e (s) for truss to truss connections. `!�®qi 5) Provide mec nical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Ot=lb) 2=229. A, ,�<�,j', aO LOAD CASE(S) `o���Ps• Standard .r•.•��G E N fro 39380 '---. XX ATE10 0�0� O R .,ass O N A' ��,o�• FL Cert. 6634 August 23,201 LAkWAIZAUNGiVeHfijdmignparamders and READ NOTES ON 27US AND INCLUDED M EK REFERENCE PAGE MR-7473 rem. 10-108 BEFORE USE, ' Deslgn valid f ruse only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Applicability is for laterals design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown port of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity, of the MiTek" erector, Add onal permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding POWER-P[N . - fabrication, q Safety Informi ality, control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component i ion available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Graze - Datilio T4157624 69876 III V12 VALLEY 1 1 Job Reference (optional) Chambers Tru Inc., Fort Pierce FI. 34982 7.250 s May 11 2011 MiTek Industries, Inc. Tug Aug 23 16:00:57 2011 Pag • ID:eHHWMVTUOwYAf6RrdhWWzFyl?8W-HkELEs2v?kARU6FMjU4xj11olLpx2gSKbn cBwykx 6-0-0 12-0-0 6-0-0 6-0-0 + Scale = 1:19A 4x6 = i 2 I 5.00 F12 3 '1 4 3x4 2x3 II 3x4 12-0-0 12-0-0 i LOADIN '(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(rL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 HOrz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2007lrP12002 (Matrix) Weight: 38 lb FT = 0% LUMBE BRACING TOP CH RD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CH RD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHER 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTI ° NS (lb/size) 1=158/12-0-0 (min. 0-1-8), 3=158/12-0-0 (min. 0-1-8), 4--164/12-0-0 (min. 0-1-8) Max Horz 1=42(LC 5) Max Upliftl= 83(LC 5), 3=-90(LC 6), 4=-172(LC 5) Max Gmvl=167(LC 7), 3=167(LC 8), 4--464(LC 1) FORCE (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS i 2-4=308/179 NOTES! 1) Unb anced roof live loads have been considered for this design. 2) Win ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber DO 1.33 plate grip DOL=1.33 3) Gab requires continuous bottom chord bearing. 4) This russ has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . ' 17 5) Th 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 bet en the bottom chord and any other members. Pro de PS 't—Ib • • • • • • e ��i 6 mechanical connection b others of truss to bearing late capable of withstanding 100 lb uplift at'oint s 1, 3 except `00 )4=12 (Y ) 9P aP 9 P 1 () PU— ) ♦`���•��GENS�••"9A�ii • [[��J mil LOAD' ASE(S) Standard ,-- ♦ * N6 39380 `5 ATE I � e O• a e, N AL e ee�►iiitie®.� 4. FL Cert. 6634 August 23,201 CrynpandREADNOM ON THISAAl7)lNCLUDEDM7EKREPERP.NCEPAGEMR-74T3 rea. 10-US BEFORE USE.d for use only with MiTek connectors.111is design Is based only upon parameters shown, and is for an Individual building component. ty of design paromenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown T�rfbO l support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of theMiTek" dditional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding , quality control, storage, delivery, erection and bracing, consult ANSI/rPI1 Quality Criteria, DSB-89 and BCSI Building Component mation available from Truss Plate Institute, 781 N. Lee Sheet Suite 312, Alexandria VA 22314. 6904 Parke East Blvd. Tampa, FL 33610-4115 M 4 4 Job Truss Truss Type Qty Ply Graze - Datilio 14 T4157625 69876 V16 VALLEY 1 1 Job Reference (optional) Chambers Tr 's Inc., Fort Pierce FI. 34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 2315:00:58'2011 Pag ID:eHHW MVTUOwYAf6RrdhW WzFyl?8W-IwojRC3Xm2l l5GgZHCbAGzZOGID6n7ZTpRkAjNykx 8-0-0 16.0-0 I B-OO 8-0-0 Scale = 1:25.5 4x4 = 3 5.00 F12 2x3 11 2x3 11 2 4 5 8 7 ;SM ' 2x3 I I 2x3 I I 6 2x3 11 3x4 16-0-0 16-0-0 LOADIN (pSO SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL i 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(fL) n/a n/a 999 BCLL j 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2007frPI2002 (Matrix) Weight: 55 lb FT = O% LUMBE BRACING TOP CH RD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CH RD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHER 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTI ° INS All bearings 16-0-0. b) - Max Horz 1=-58(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 8=-194(LC 5), 6=-194(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=280(LC 1), 8=310(LC 7), 6=310(LC 8) FORCE (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES' 1) Unb anced roof live loads have been considered for this design. 2) Wind ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber DOL 11.33 plate grip DOL=1.33 3) Gabl requires continuous bottom chord bearing. 4) This ss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • Thi 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 betw en the bottom chord and any other members. `w�n,, S 6) Prov a mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except (jt=lb) plate 8=1 6=194. �9�°ice' , • �� G'E'N S� LOAD ASE(S) Standard ``e���0 i k . P"40 39380 ,I : ATEAl S � to [its, n FL Cert. 6634 August 23,201 � WARU10NG - Verifij dmign paramrlers and READ NOTES ON THIS AND INCLUDED 1 UTEK REFERENCE PAGE d111-7473 rea. 10-'08 BEFORE USE. esign valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. f plicability, of design poramenters and proper Incorporation of component is responsibility of bulding designer -not hiss designer. Bracing shown for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek* rector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding •aw�aru.ew�ewu- bricafion, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. afety Information available from Thus Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 6.9876 a N i Truss Truss Type Qty Ply Graze - Datilio T4157626 V4 VALLEY 1 1 Job Reference (optional) bars Truss I a., Fort Pierce FI. 34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:59 2011 PagE 1 ID:eHHWMVTUOwYAf6RrdhWWzFyl?BW-E6M5fY49XLQ9jQPlrv6PpA6D?9XWWanc25TjGp sl 200 400 2-0-0 2-0.0 3x6 = Scale = 1:7.6 5.00 F12 2 1 3x4 3x4 3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(fL) n/a n/a 999 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BODL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 10 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 $YP No.3 , TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2 X 4 YP 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 quide. REACTIONS (Ib/siz 1=94/4-0-0 (min. 0-1-8), 3=94/4-0-0 (min. 0-1-8) Max H rz 1=10(LC 5) Max U ' liftl=-41(LC 5), 3=-41(LC 6) FORCES (lb) - Max. omp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof livloads have been considered for this design. 2) Wind: ASCE 7-05; ,I Omph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate gn I DOL=1.33 3) Gable requires cunt I bottom chord bearing. 4) This truss has been esigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss h b d d f I' I d f as ee esigne or a ive oa o 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ++ 1111 between the bottom' hard and any other members. ��IIy41 ♦♦o 6) Provide mechanical' onnection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3. ,♦O�P.S• A. ,q< LOAD CASE(S) Stan and ,��� ••. ��G E N S� »q�is�i * : 0 39380_-- •f Z �I ATE 0 - FL Cert. 6634 August 23,201 ® IAARMNG - Vertfij ign p-ra t— and READ N07ES ON THIS AND INCLUDED AUTEK REFERENCE PAGE W1-7473 ran. 10-US BEFORE USE. Design valid for useon l MRek connectors. This design Is based only upon parameters shown, and is for an Individual building component. NE Applicability of design ramenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracing shown s for lateral supportof i ividual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Addifional pe anent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingK- fabricallon, quail ty con I, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component Safety Informaflon avail le from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Blvd. s e Eat . Tampa, 6904 Parke 33Blvd 5 y '%8. Job Truss Truss Type Oty Ply Groza - Datilio T4157627 6_9876 V8 VALLEY 1 1 Job Reference (optional) Chambers Truss I c., Fort Pierce Fl. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Aug 23 15:00:59 2011 Pag ID:eHHWMVTUOwYAf6RrdhWWzFyl?BW-E6M5fY49XLQgjOPlrv6PpA6A69WUWaKc25TjGpylo 4-OO 8-0-0 4-0-0 4-0-0 Scale = 1:14.7 4x4 = 2 5.00 12 a 3x4 4 2x3 11 (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud 20.0 i Plates Increase 1.25 TC 0.23 Vert(LL) n/a n/a 999 7.0 Lumber Increase 1.25 BC 0.18 Vert(fL) n/a n/a 999 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 3 n/a n/a 10.0 Code FBC2007/TP12002 (Matrix) LUMBER TOP CHORD 2 X 4 4P No.3 BOT CHORD 2 X 4 S� P No.3 OTHERS 2 X 4 SjP No.3 REACTIONS (Ib/size)�'I Max Hobl Max Up[ FORCES (lb) - Max. C NOTES 1) Unbalanced roof live)J 2) Wind: ASCE 7-05; 14 DOL=1.33 plate grip 1 3) Gable requires contin 4) This truss has been d 5) • This truss has been between the bottom c 6) Provide mechanical c LOAD CASE(S) Standa I i 3x4 3 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 0% 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. 1=118/8-0-0 (min. 0-1-8), 3=118/8-0-0 (min. 0-1-8), 4=248/8-0-0 (min. 0-1-8) 1=26(LC 5) 1=-67(LC 5), 3=-72(LC 6), 4=-75(LC 5) mp./Max. Ten. - All forces 250 (lb) or less except when shown. have been considered for this design. i (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12tt; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber 1.33 bottom chord bearing. ted for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. tned 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 and any other members. ction (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3, 4. i Wo 39380�-- � • T ATE 11lSS 0 N AX-E�0 ���1111 FL Cert. 6634 August 23,201 Q WARNING-Verlfij alai parana,te and REdD N07ES ON THYS AND INCLODED MITEK REPERENCE PAGE WT 7473 rr.10-'08REPOREUSE. Design valid for use only MTek connectors. Thus design Is based only upon parameters shown, and is for an Individual building component. Applicab lily of design por enters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of indivr�dual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek" erector. Additional permar'ent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, Porage. delivery, erection and bracing, corwilt ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component P,w .—P —. - Safety Information ovailabl Ifrom Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610-4115 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft-in-sixteenths. 6-4-8 1 dimensions shown in ff-in-sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss and fully embed teeth. 1. Additional stability bracing for truss system, e.g. diagonal or x-bracing, is always required, See BCSI. O 1/1 dr 2. Truss bracing must be designed by an engineer, For 1 2 3 TOP CHORDS wide truss spacing, Individual lateral braces themselves may require bracing, or alternative T. I, or Eliminator T CI-2 C2-3 bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never stack inadequately braced of u �''� 3 ��� 3 materials on trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U pp h = designer, erection supervisor, property owner and plates 0-'h6' from outside o- 3 (� all other interested parties. edge of truss. a0 5. Cut members to bear tightly against each other. cz-a co-z c5-� � 6. Place plates on each face of truss at each BOTTOM CHORDS This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSIM 1. Connector plates. 7. Design assumes trusses will be suitably protected from "Plate location details available in MiTek 20/20 the environment in accord with ANSUTPI 1. software or Upon request. 8 Unless se noted, moisture of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE .content hexceed all not 19% at tim of fabrication AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the late p CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions LATERAL BRACING LOCATION PRODUCT CODE APPROVALS indicated are minimum plating requirements. ICC-ES Reports: 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, in all respects, equal to or better than that specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or puriins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if Indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but 16. Do not cut or alter truss member or plate without prior reaction section indicates joint © 2006 MiTek@ All Rights Reserved approval of an engineer. I• ,® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacce table - envIron entail - rraan�e—rts Industry Standards: engineer before use. - - - SI9P44===ix uhoM @CI Ica Ion for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTek is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance. with-- Guide to Good Practice for Handling, p17'WER T© pE RFC7RM,.N _ _ _ — _ _ __ _ ANSVTPI t Quality Criteria. - ` Installing & Bracing of Metal Plate — Connected -Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10-'08