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HomeMy WebLinkAboutTrussJob ---- ---- -..... - --- I Truss - ---- - - -- --- Truss Type Qty Ply Apostle Church of God ,- (D-IJ 126 I T4 ROOF TRUSS 1 1 I I _ (optional) _ �— 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Thu Nov 07 10:49:04 2002 Page 1 I j �_0-0� 5-8-6 10-7-0 13-0-0 19-6-5 26-0-1 1 32-7-0 35-0-0 39 10-10 45 7-0 4 r7 0. 1-0-0 5-8-6 4-10-10 2-5-0 6-6-5 6-6-5 6-6-5 2-5-0 4- 1- 5-8-6 1-0-0 j D .State=1:78.1 i -17 - 316 = /^ /�/1,,��11 4.00f12 5x6 = ao? 4x8 = 2x4 II 6x8 = p 6 7 8 9 10 2x4 11' 46 CO 1 4 13 15� 40 22 21 20 19 18 17 16 4x8 = ' 7x8 '.' 46 .- Us = 46 = 3.8 =: 44 = 7x8 = Gj'fjf`. 10-7-0 19-6-5 26-0-11 35-0-0 45-7-0 10-7-0 8-11-5 6-6-5 8-11-5 10-7-0 Plate Offsets (X,Y): — LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 SPACING 2-0-0 Plates Increase 1.33—TC Lumber Increase 1.33 Rep Stress Incr YES CSI 0.84 BC 0.89 WB 0.71 I DEFL in (loc) I/defl PLATES GRIP Vert(LL) 0.26 16 >999 M1120 249/190 Vert(TL) -0.51 16-18 >809 Horz(TL) 0.06 14 n/a BCDL 10.0 Code SBC/SBCCI 1 st LC LL Min I/deft = 360 Weight: 226 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-22, 6-20 i REACTIONS (lb/size) 2=-44/0-8-0, 22=2925/0-8-0, 14=1546/0-8-0 Max Hoe 2=-33(load case 3) Max Uplift2=-376(load case 6), 22=-1454(load case 2), 14=-883(load case 3) Max Grav 2=72(load case 5), 22=2925(load case 1), 14=1558(load case 6) FORCES (Ib) - First Load Case Only I OP CHORD 1-2=12, 2-3=1295, 3-4=1909, 4-5=1909, 5-6=1910, 6-7=-1381, 7-8=-2378, 8-9=-2378, 9-10=-2378, 10-11=-2923, 11-12=-2922, 12-13=-2922, 13-14=-3394, 14-15=12 ! BOT CHORD 2-22=-1218, 21-22=-569, 20-21=-569, 19-20=1381, 18-19=1381, 17-18=2425, 16-17=2425, 14-16=3192 WEBS 3-22=-631, 5-22=-276, 6-22=-2563, 6-20=2346, 7-20=-1150, 7-18=1200, 9-18=-482, 10-18=-56, 10-16=717, 11-16=-283, 13-16=-447 co q NOTES C -��•a s+ "'. "7� 1) This truss has been checked for unbalanced, loading conditions. - s�3 *� r�� �',� •• %� 2) This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level, using 7.0 psf top chords ; Q ° dead load and 3.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed !, ; N V building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to �• �e� Wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase i 1`�, 1t Vi e'''��' 1.33, and the plate grip increase is 1.33 0 3) Provide adequate drainage to prevent water ponding. o°si '•+� R t1;7�0: lb Q• 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint 2, 1454 uplift f� a •,.,r� `� at joint 22 and 883 lb uplift at joint 14.? 5) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. I i LOAD CASE(S) Standard i NOV 2002 i I A WAR2VING - VerVy design parameter, and READ !VOTES ON THIS AND REVERSE &WE BEFORE USE. O Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss � designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance iego3lnq Ta t quality control, storage, delivery, erection and bracing, consult - 8 Quality Standard, DSB-89 Bracing Specification, and HIS-91 iTek° Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 *For 4 x 2 orientation, locate 0 v plates 1/8" from outside edge of o truss and vertical web. *This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dim-ension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4000 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® i�■s ® ,&General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each a: joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at �/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. - 10. Top chords must be sheathed or purlins. provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. 1r_ FORM018,019 GANG -MAIL ® My DRO.A/R® 01-1 — _ I FG3 I ROOF TRUSS M 1 J2. 1 — 4.0-32s Feb 18 1999 MiTek Industde 2711 2-6-10 4-9-12 7-0-14 ' 10-6-10 — 14.0-6 17-10-0 19-94 22-0-6 24-7-0 2-6-10 2-3-2 2-3-2 3-5-12 3.5-12 3 9-10 1-11 4 2-3-2 2-6-10 �^ 10x10 = 5x8 = 5x6 = 3x8 11 4x6 4x8 -- Gx8 -- t r' . 21 20 19 18 17 16 I 3X1011 6X8- 5x;=- 5x12'= 8x8� 4x6= { 2-6-10 4-9-12 7-0-14 10-6-1D 14-0-6 1%-10-D 18-9 4 22.0 0 24-7-0 2-6-10 2-3-2 2-3.2 3-5-12 3-5-12 3-9-10 1-11-4 2-3-2. 2-6-10 LOADING(psf) S' SPACING 2-0 0 CSI UFFI_ (in) (loc) I/dell PLATES GRIP I Ct_L 30.0 Plates Increase 1.33 TC 0.47 Vent(LL) 0.22 16.17 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.92 Varl(TL) -0.32 16-17 >909 lsCLt_ 0.0 Rep Stress Incr NO WB 0.76 Hon.(TL) 0.07 12 nla I3CDL 10.0 Code IBC/SBCCI (Matrix) 1st LC Lt- Ivlin I/dell = 360 Weight: 519 Ib LUMBER 13f2ACING TOP CI LORD 2 X 8 SYP No.2 1.OP CHORD Sheathed or 4-9-12 on Center purlin spacing, except end verticals. UOT CHORD 2 Y> 8 SYP S:; 'Except' 12-172X -' BOT CI IORD Rigid ceiling directly applied or 7-3-4 on center bracing. 8 1 P 110.2. WEBS 2 X 4 SYP No.3 'Except* i 1-21 2 X 8 SYP No.2, 11-12 2 Y, 8 SYP No.2, 1-20 2 X 4 SYP No.2 1 2-19 2 X 4 SYP No.2, 3-18 2 X 4 SYP No.2, 4-18 2 X 8 SYP No.2 8-15 2 X 8 SYP No.2, 10-14 2 X 4 SYP No.2 11-13 2 X 4 SYP No.2 REACTIONS (Ib/size) 21=8885/0-8-0, 12==752510-4-7 (input: 0-3-0) i Max Uplift21=-4173(load case 2), 12=-3534(load case 2) j FORCES (lb) - First Load Case Only j ION CHORD 1-21=-8020, 1-2=-5405, 2-3=-9990, 3-22=-13551, 22-23=-13551, 4-23--13551, 4-24=-13551, 5-24=-13551 5-6=-13851, 6-7=-13851, 7-8=-10726, 8-25=-10726, 9-25=-10726, 9-10==-8225, 10-11==-4510, 11-12=-6757 - BOT CHORD 2.0-21=852, 19-20=5405, 18-19=9990, 17-18=14768, 16-17=14777, 15-16=13851, 14-15=822.5, 13-14=4510, 12-13=705 AIVESS 1-20=8242, 2-20=-6910, 2-19=8275, 3-19=-6185, 3-18=6427, 4-18=-3988, 5-18=-1700, 5-17=965, y '' 5-16=-1294, 7-16=1785. 7-15=-4191, 8-15=-1170. 9-15=5046, 9-14 --4964, 10-14=6706, 10-13=� 5758, r `•' °� �� 11-13=6889 NOTES 1) 2-ply truss to be connected together with 0.131"0" Nails as follows: Top chords connected with 3 row(s) at 0-4-0 on center, Bottom chords connected with 2 row(s) at 0-9-0 on center. Webs connected as follows: 2 X 4 -1 row() at 0-9-0 on renter, 2 X 8 - 2 row(s) at 0-9-0 on center. c ; •: .`i' = +.:� 2) his truss has been designed for the wind loads g generated by 110 mph winds al 15 ft above ground level, using 7.0 psf top chord dead load and 3.0 psf bottom chord dead load, 1 mi from hurricane oceaniine,.on an occupancy category 1,\� condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals `�� exist, they are not exposed to wind. If canlile�i rs exist, they are exposed to wind. If porches exist, they are not, �! r. "..r exposed to wind. The lumber DOL increase is ; .1.33, and the plate grip increase is 1.33 2 g 20 ,_? . 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection delegated tothe drainage nageet Per. p g 4} J 3 2001 4) Provide adequate drama le prevent water indicated. D 51 All plates are M20 plates unless otherwise indicated. It AWARNiN6 Ver(fjydesignpammetencndREADNOTESONTffiSAND ��IICYYO(ICS q Deslgn..v6im for u'se only wl}h Wiek::coonectorsiThk,de` n Is based dnly upon inetue�s a u IrAq component to, be' Y Iris}alled'and, bgdetl Jer}leally Applbobllity.ol design pardinelers and pioperlri ra, A o1 cgnipo nGis re;ponslbllity,of•bulldlnp designer b not'Truss designer. Broclnq'shoWn,lsltor,idteral support.oi 1pdivldual;web members only: AddlTbndl'.temporary'bracinq.:fa Insures}ablllTy'duilnQ con4lrucflon k;the." r s i m responsibility ofx tF,ie elector;,:pddlt)ohal pelm'aneht bracing' of aFie, overallibracingstructure Is fhe,}esponsl6111tX of thet ' - 1, ilnq' deslgper., Fof gene+a.l,.quldance... i ,... and regordlnq 1abl c}bn quality cortlrol, storCge delivery erecTbn consUltVOSTrBB CuatBy,+Wandard`-DSB 89 �1racrnq SpecHlc:Olon 'artd HIB_91 "�. Hanling'insidlling`and•B(acing3rego "Mii tlonaGcllatilefrorp"TiussF46teinstltute 6"D"O"rO16r :Dilve KA6616on` 1:63 !)9;' 1ITek- Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/,. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each °2 " other. a WEBS J5 Cl 3, Place plates on each face of truss at each * For 4 x 2 orientation, locate _ a ; joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of O a = as at hint locations. i truss and.vertical web. ,--= 4. Unless otherwise noted, locate chord splices `--•�-•-- y ; = :` o at 1 /4 panel length(* 6" from adjacent joint.) V *This s m,bol indicates the y BOTTOM CHORDS 5. Unless otherwise noted, moisture content of :requir6d direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of II ,- �; cpnnecfior plates. fabrication. , -,; 6. Unless expressly noted, this design Is not applicable for use with fire retardant or � �..� _ � .: �, �� JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. E^" k * For tabulai;,plating.format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is anon -structural consideration and MltekyGang-Nail Jolnt/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General V WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice Is to Camber for dead load deflection. 4 PLATE a 8. Plate type, size and location dimensions -SIZE .. shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, _ - to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek° engineer, r ® 15. Care should be exercised in handling, TM CLIPE` erection and installation of trusses. © 1993 Mitek Holdings, Inc. ,r FORM018,019 ` ARiG NAIL o HYDR0. ;R 0 -I Job Truss Truss Type Qty Ply Apostle Church of God 1 01-1126 FG2 ROOF TRUSS f. 1 2 Classic Truss Co., Inc., Fort Pierce, FL' 34950 - . = 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Fri Jul 27 11:39.582001 Page-1 2 6-10 + 4-9-12 7-0_14 y 10-6-10 114-0-6 17-10-0 19-9-4 22-0-66 24-7-0 I 2-6-10 2-3-2 2-3-2 3-5-12 3-5-12 3-9-10 . 1-11-4 2-3-2 2-6-10 4x6= t 6x8 — 10x10 = 5x8 = 5x6 = 3x8 I i 4x8 = Tod 3x6 I 14x6 = 5x6 = 10x10 1 2 3 222X 24 5 6 7 8 25 9 10 11 rl 21 20 19 18 17 16 3x10 11 6x8 = 5x8 = 5x12 = 8x8 = 4x6 = 5x12 = 5x6 = 5x6:-- 3x8 1 Z C} (4 J 2-6-10 4-9-12 7-0-14 10-6-10 14-0-6 17-10-0 19-9-0 22-0-6 24-7-0 2-6-10 2-3-2 2-3-2 3-5-12 3-5.12 3-9-10 1-11-4 2-3-2 2-6-10 Plat_e_Offsets _(X,Y�)��j17�0-4— DEFL (in) (loc) I/dell PLATES GRIP �LOADING(psf) i SPACING 2-0-0 CSI TCL.L 30.0 TCDL 7.0 BCLL 0.0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO TIC 0.47 BC 0,92 WB 0.76 Vert(LL) 0.22 16-17 >999 Vert(fL) -0.32 16-17 >909 Horz(TL) 0.07 12 n/a M20 249/190 BCDL 10.0 Code SBC/SBCCI — - ---.- �------- (Matrix) 1st LC LL Min I/defl = 360 Weight: 519 lb LUMBER BRACING -- -- V TOP CHORD 2 X 8 SYP No.2 TOP CHORD Sheathed or 4-9-12 on center purlin spacing, except end verticals. BOT CHORD 2 X 8 SYP SS *Except* BOT CHORD Rigid ceiling directly applied or 7-3-4 on center bracing. j 12-17 2 X 8 SYP No.2 I WEBS 2 X 4 SYP No.3 *Except* I 1-21 2 X 8 SYP No.2, 11-12 2 X 8 SYP No.2, 1-20 2 X 4 SYP No.2 I 2-19 2 X 4 SYP No.2, 3-18 2 X 4 SYP No.2, 4-18 2 X 8 SYP No.2 8-15 2 X 8 SYP No.2, 10-14 2 X 4 SYP No.2 11-13 2 X 4 SYP No.2 F FACTIONS (lb/size) 21=8885/0-8-0, 12=7525!0-4-7 (input: 0-3-0) Max Uplift2l=-4173(load case 2), 12=-3534(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-21=-8020, 1-2=-5405, 2-3=-9990, 3-22=-13551, 22-23=-13551, 4-23=-13551, 4-24=-13551, 5-24=-13551 5-6=-13851, 6-7=-13851, 7-8=-10726, 8-25=-10726, 9-25=-10726, 9-10=-8225, 10-11=-4510, 11-12=-6757 _ BOT CHORD 20-21=852, 19-20=5405, 18-19=9990, 17-18=14768, 16-17=14777, 15-16=13851, 14-15=8225, 13-14=4510, 12-13=705 ..I .WEBS .1-20=8242, 2-20=-6910, 2-19=8275, 3-19=-6185, 3-18=6427, 4-18=-3988, 5-18=-1700, 5-17=965, 5-16=-1294, 7-16=1788, 7-15=-4191, 8-15=-1 i70, 5 9-15=5046, 9-14=-4964, 10-14=6706,10-13=-5758, �>.. 11-13=6889 ' NOTES jr`.•4'�,��ji. Jc,a' L `�}, 11) 2-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected with 3 row(s) at 0-4-0 on ��. •;% center. Bottom chords connected with 2 row(s) at 0-9-0 on center. Webs connected as follows: 2 X 4 -1 row(s) at j 0-9-0 on center, 2 X 8 - 2 row(s) at 0-9-0 on center. i 2 This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above. round level, using 7.0 psf top chord dead load and 3.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, Nr� ^ ^ r• =' condition I building, enclosed of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals i exist, they are not exposed to wind. If cantilcvars exist, they are exposed to wind. If porches.exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is .1.33 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. OCT 9 ZOOZJUL 3 i 2001 5) All plates are M20 plates unless otherwise indicated. 6) WARNING: Required bearing size atjoint(s) 12 greater than input bearing size. A T VARAiIN6 Verify deslyn pters and READ=NOTES OIt VIFS AND RE VERSE SID$ BEFORE 0SE >'. arame 'and Deslgn:-valid tor'use only.wlth MRek connectors:' design Is based bnry upon pararfiefeFs shown, Is for; an Indlvldual. bultdlnq component to be .; installed and;logded verticoly Applkdblllty of design pc arneters?gnd proper,lncofpord6on pf'componegf Is.responslblllfy of building designer not • truss:' designer BraclnQ°shown h f0i.4ateratrsuppott of.'1ndlvkJUat web members.only:'A'ddltlonal Temporary braoinp 1q'lnsure stcblllty:aU1 g constiuctlon B;fhe" Nk :... ..- ., responslbilif . of: the ereCtpt�;Addttbngt permanenhbrcclnp: oG,the;oyerall siruc}ute B the Yesponslbllity o} the.bulkling;designer.,Fat gerterdL:guldance , {epordinq labrlcafbn qudllfg Contiol storage, delivery efecttoiiand bracing, consult. OSr-B¢ CudIH Standard'.;bSB 89^Bractn 3 tllcaf(on ",and HIB 91 - '� -J�s •Hantilinginsfclling and Brgeing Ree'o p`iimendalion cvallatile'1rom Truss Plate lnstltute"583:D'Onohlobrlve- MticI n wl537,1D� " t "" r�. - ". Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 *For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of o truss and vertical web. 0 *This symbol indicates the required direction of slots in connector plates, Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE * For tabular piating.format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke ® GANG -NAIL OO HYDRO,A/R AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully, Avoid knots and wane 0 at joint locations. as 4. Unless otherwise noted, locate chord splices 0 at �A panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, _ 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, s erection and installation of trusses. © 1993 Mitek Holdings, Inc. �r FORM018,019