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0305-177 (AR) Truss CalcsLl . • • JMW.Tr ss FRANK FLORES KE.N N EY RES 1 D E N C --- CITY OF LA QUINTA 78-815 LIMA BUILDING & SAFETY DEPT. La QU I NTA CA OR CON�STTRU ED REV. I '1 0/06/03 08/13/03 WOOD ROOF TRUSS CALCULATIONS PLACEMENT P Lcop 1� SOUTHWEST'S TRUSS MANUFACTURER OKI" 5� (FrW a)) 35-325 DATE PALM DR. SUITE 225 CATHEDRAL CITY, CA 92234 760-202-3699 (0) 760-202-4399 (F) dch@jmwtruss.com 760-774-0745 (M) v • • L tM 0 • 0 I N 16-0-0 FIELD TRIM JACK TRUSSES AT 5KYLIGHT ROOF :TRUSS PLACEMENT PLAN °a"°° FRAN K FLORES p�JMwTRUSS KENNEY RESI �� O� 35-325 Date Palm Dr., Suite #225 sle"'"ft—tio"' JMW Truss Cathedral Ci , CA 92234 78-815 LIMA Quality Oa -Time Ser vice T-'7760) 202-3699 `— (760) 202-4399 LaQUINTA, CA cenmct — T�: Cmrnr2LCr!ad r!o �icseesracs 8te1 NO5CALE °ata 08/13/03 '—''r RT L O m o _—c I' -m n aa` co« oc.Eac m$my c o. maom o'�ama` 9 m « C � A —C« 9 m m p m >Ny 6m� O m b mo C . v_ om m � a1O �— ym`a cvm� m mm. m °c�omC vo mc�� —mho KW 0>_ mmmom� ccmc� N~ WF I �ooFmO O JC2 m O= W Q N JCI2m z°f `y. J01 = J = W O O m m to>`o— 00O� a mmoa--� 00 x =mm Em .O C a_0x J;YN a�m UWO= 1W-NFNp =DW, <o _ N av oM= K�l CALCS < aaJ �} 0w W v C6I (Q OWQ> ox I m aW WOX J= <w -m cL BEAM (TYP) c w OW OWWQ e -F V ZWm JJZ .t;§- NN3N CIS(\ MJ Z m I_.W ~°W- JOQl7y Q z4 O a ~"O I wV-0--. CQ dmJ Z O aLL;<= Q OQW .. d r!I ZUaN= O i �J=Z� O Q0<0. -'o Q IY w3 W 'w WN (Ly (L cf O=6_FO =may 10 01 '0 _ FOUN 0 J Q F 00,. BEAM BY OTHER5 X ,,, =y WJ (lYP) ROOF :TRUSS PLACEMENT PLAN °a"°° FRAN K FLORES p�JMwTRUSS KENNEY RESI �� O� 35-325 Date Palm Dr., Suite #225 sle"'"ft—tio"' JMW Truss Cathedral Ci , CA 92234 78-815 LIMA Quality Oa -Time Ser vice T-'7760) 202-3699 `— (760) 202-4399 LaQUINTA, CA cenmct — T�: Cmrnr2LCr!ad r!o �icseesracs 8te1 NO5CALE °ata 08/13/03 '—''r RT L O m o _—c I' -m n aa` co« oc.Eac m$my c o. maom o'�ama` 9 m « C � A —C« 9 m m p m >Ny 6m� O m b mo C . v_ om m � a1O �— ym`a cvm� m mm. m °c�omC vo mc�� —mho mmmom� ccmc� ic I �ooFmO O JC2 m g m`oa�mumi JCI2m z°f `y. J01 imc1Aac O O m m to>`o— Cmci�m mmoa--� ma O9 any =mm Em .O o U O 'j'5 m a�m Noc°Em cmc H�m�9m <o _ N av oM= CALCS • E OD MiTeWl MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: FLORES Fax 916/676-1909 KENNY • The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by J M W . Pages or sheets covered by this seal: R10328451 thru R10328464 • My license renewal date for the state of California is June 30, 2005. u u OQ,p,OFESS/pN Q`� ( C• ANO F � F,p tic C 17180 Z * EXP. 06/30/05 y s� CIV t%k- gTFOF CA1 IF October 7,2003 � Anderson, Bob The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1995 Sec. 2. u 0 L • Job Truss Truss Type t Qty Ply KENNY Plates Increase 1.25 TCDL 14.0 Lumber Increase 810328451 FLORES A01 CAL HIP 2 1 10.0 Code UBC97/ANS195 LUMBER TOP CHORD 2 X 4 HF No.2 Job Reference optional JIVIVV 1 KUJJ, L:A I NtUKAL LI I Y 0-0-0 -2-0-0 2-0-0 o.uuu s Jun L ZUUd Ivll I eK mousines, Inc. I ue UCr ui Uo:oz:44 LUU irage I 3-7-14 6-6-5 6-11-1,5 9-0-1 9.5-11 12-4-2 16-0-0 18-0-0 3-7-14 - 2-10-7 0-5-10 2-0-2 0-5-10 2-10.7 3-7-14 2-0-0 Scale =1:34.1 4x4 6x8 = 4Xtf = Jx4 = 0-M 0-M 6-6-5 9-5-11 16-0-0 J 6-6-5 2-11-0 6-6-5 LOADING (psf) SPACING 2-0-0 TCLL 16.0 Plates Increase 1.25 TCDL 14.0 Lumber Increase .1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code UBC97/ANS195 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 6 HF No.2 WEBS 2 X 4 HF Stud/Std G CSI DEFL in (loc) I/deft PLATES TC 0.51 Vert(LL) 0.09 9 >999 M1120 BC 0.73 Vert(TL) -0.17 9 >999 WB 0.21 Horz(TL) 0.05 7 n/a (Matrix) 1st LC LL Min I/deft = 360 Weight: 72 Ib BRACING TOP CHORD Sheathed or 2-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-12 oc bracing. REACTIONS (Ib/size) 2=1428/0-3-8, 7=1428/0-3-8 Max Hoe 2=-69(load case 6) Max Uplift 2=-728(load case 11); 7=-728(load case 14) Max Grav 2=2044(load case 8), 7=2044(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=50, 2-3=-2702, 3-4=-2588, 4-11=-2398, 5-11=-2398, 5=6=-2591, 6-7=-2703, 7-8=50 BOT CHORD 2-10=2450, 10-12=2401, 12-13=2401, 13-14=2401., 9-14=2401, 7-9=2451 WEBS 3-10=44, 4-10=211, 5-10=-4, 5-9=212, 6-9=-42 NOTES • 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per UBC97/ANSI95; 85mph; h=18ft; TCDL=8.4psf; BCDL=6.Opsf; occupancy category 11; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed for a total drag load of 200 plf. Connect truss to resist drag loads along bottom chord from 0-0-0 to 9-6-0 for 336.8 plf. 7) Girder carries hip end with 7-04 end setback 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 9) Special hanger(s) or connection(s) required to support concentrated load(s) 387.61b down and 154.31b up at 9-3-15, and 387.61b down and 154.31b up at 6-8-1 on top chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard Continued on page 2 0 GRIP 185/148 QROFESS/p 9 ..�c C• ANn,. � * EXP. 06/30/05 I sr C/0- (0) F /0 -OF CAt1F�� October 7,2003 Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE 14II-7473 BEFORE USE �R! p ]esign valid for use onlywith MiTek eonnectors.This design is based only upon parametersshown, and is for an individual building componentto be nstalled andloaded vertically. Appicability ofdesign paramenbrs and proper Incorporation ofcomponmt is responsibitilyof building desgner- nottruss Ewa"iesigner.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction s the �espcnsibillily of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For generalguidanoe regardingfabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DS3-89 Bradng Specification, and HIB -91 ! Handling Installing and Bracing Recommendaton available from Truss Plate Institute, 583 D'Onofrio Drive, Madson, WI 53719 ams a LJ Job Truss Truss Type Qty Pty KENNY R10328451 FLORES A01 CAL HIP 2 1 Job Reference (optional) JMW TRUSS, CATHEDRAL CITY • LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1A=-60.0,4-5=-130.9,5-8=-60.0, 2-7=-43.6 Concentrated Loads (lb) Vert: 4=-387.6 5=-387.6 11111 Vert: 0 0 r - 5.000 s Jun 9 2003 MITek Industries, Inc. Tue Oct 07 06:52:42 2003 Page 2 A Warning- Verify design Parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE M11.7473 BEFORE USE Design valid forum only with MiTek connectors. This design's based ony upon paramelersshown, and is for an individual building componentlo be Installed and loaded vertically. Applicability of design paramenprs and proper ircorporation of component is responsibility of buiding designer - nottruss designer. Bracing strewn 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 generaguidanoa regardingfabrication, quality control, storage, delivery, erection and bradng, consult QST -88 Quality Standard, DS3-89 Bracing specification. and HIB -91 Handling Installing and Bracing Recommendaton available fromTruss Plate Institute, 583 D'Onofrlo Drive, Madison. WI 53719 i e k'V" • • W Job Truss Truss Type Qty Ply KENNY LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl R10328452 FLORES A02 ROOF TRUSS 6 1 Vert(LL) -0.03 2-6 >999 .-.... __...-... ... �..�-.-.. _ ,.._ n nnno ne:T..r. r_a......o,,,. Job Reference (optional) L.,. T��., n,.r n� ng . to nz onnq Dine JMVV I RUSS, GA I I' EORAL 1.11 T v.vvv a amu„ a �vv.. ,v„ , cn ,� �vu�u, , ,c. , wc .+... ... .......�.�.. . 0-0.0 0-0 -2-0-0 8-0-0 16-0-0 18-0-0 2-0-0 8-M 8-0-0 2-0-0 Scale =1:33.1 4x7 3 0-M 0-0-0 a • 8-" "_0 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.03 2-6 >999 M1120 185/148 TCDL 14.0 I Lumber Increase 1.25 BC 0.38 Vert(TL) -0.08 2-6 >999 BCLL 0.0 Rep Stress Incr YES WS 0.18 Horz(TL) 0.01 4 n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft =.360 Weight: 58 Ib LUMBER BRACING • TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 5-3-4 oc purlins. BOT CHORD 2 X 6 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 HF Stud/Std G REACTIONS (Ib/size) 2=759/0-5-8'4=759/0-5-8 Max Horz 2=80(load case 5) Max Uplift 2=-90(load case 5), 4=-90(load case 6) • FORCES (lb) - First Load Case Only TOP CHORD 1-2=51, 2-3=-991, 3-4=-991, 4-5=51 BOT CHORD 2-6=833, 4-6=833 WEBS 3-6=221 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per UBC97/ANSI95; 85mph; h=18ft; TCDL=8.4psf; BCDL=6.Opsf; occupancy category 11; A exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard ESS/py9 �OQROF C- ANO Z C 17180 nx cc * EXP. 06/30/05 gTFcivil- OF CAlk, • October 7,2003 !® Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE �� Design valid for use onlywith MiTek mnnectors.Ths s design based ony upon parametersshown, and 's for an Individual building componenito be Installed andloaded vertically. Applicability of design paramenbrs and proper ircorporaton ofcomponert is responsibility of building designer- nottruss designer. Bracing shown 'sfor lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the eredor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For generaguidance INNER regarding fabrication, quality, control, storage, delivery. erection and bracing, consult OST -88 Quality Standard, DEB -89 Bracing Specification, and HIB -91 e! < Handing Installing and Bracing Recommendalon available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 e e . 0 0 • Job Truss Truss Type Qty PIy KENNY 3-3-2 4-9-15 9-9.2 R10328453 FLORES A03 ROOFTRUSS 2 1 Plate Offsets (X Y): [2:0-2-12,0-1-81 LOADING (psf) SPACING 2-0-0 Job Reference (optional) JIVIVV I KU.I.I, UA I tYtUKAL VI I T 0-0-0 -2-9-15 2-9-15 4-9.15 4-9-15 D.UUV b .uII U LUUJ Iv.1I CR rlIDUberob, II- 1 uc --f -aa.-ni - --V. , 3-3-2 5-0-7 11-3-0 1-4-10 Scale =1:23.5 5 4-I • !& Warning- Verify design parameters and READ NOTES ON THIS AND INCLUDED MMK REFERENCE PAGE MII.7473 BEFORE USE �IIIIIIII� Design valid for use onlywith MiTek conneclors.This design is based ony upon parametemshovm, and is for an indiddual building componentto be Installed and loaded vertically. Applicability of design paramenbrs and proper i=rporatbn of oomponerl is responsibility of building designer - nottruss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the respensibiiityof the eredor. Additional permanent bracing of the overall structure Is the responsibility of the build ng designer. For generaguldance regardingfabdcation, qualdy control, storage, delivery, erection and bracing, consult OST -88 Guaity Standard, DSB-83 Bracing Specification, and HIB -91 f Handling Installing and Bracing Recommendaton available fromTruss Plate Institute, 583 D'Onofrio Drive, Madison, wl 53719 � � j i Ter 0 0-0-0 0-M 3-3-2 4-9-15 9-9.2 • 4-9-15 4-11-3 0-1-0 14.10 Plate Offsets (X Y): [2:0-2-12,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.06 6-7 >999 M1120 185/148 TCDL 14.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.31 1 >124 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.01 6 n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 39 Ib LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 HF Stud/Std G *Except* 4-6 2 X 4 HF No.2 REACTIONS (Ib/size) 5=53/0-3-8, 6=604/Mechanical, 2=521/0-7-12 Max Horz 2=-79(load case 6) Max Uplift 5=-36(load case 6), 6=-21 (load case 3), 2=-143(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-8=42, 2-8=42, 2-3=-717, 3-4=-102,4-5=12, 4-6=-36 BOT CHORD 2-7=669, 6-7=669 WEBS 3-7=435, 3-6=-590 NOTES 1) Wind: ASCE 7-98 per UBC97/ANSI95; 85mph; h=18ft; TCDL=8.4psf; BCDL=6.Opsf; occupancy category II; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 3) A plate rating reduction of 20% has been applied for the green lumber members. SOF ESS/O 4) Refer to girder(s) for truss to truss connections. QQ H9� AN 5) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 5. Q� C. � LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 rn z Uniform Loads (plf) C 17180 Vert: 1-8=-60.0, 4-5=-60.0 Trapezoidal Loads (plf) , * EXP. 06/30/05 Vert: 2= -6.5 -to -6=-191.1 rs� C[V0- - q�FOF CN October 7,2003 • !& Warning- Verify design parameters and READ NOTES ON THIS AND INCLUDED MMK REFERENCE PAGE MII.7473 BEFORE USE �IIIIIIII� Design valid for use onlywith MiTek conneclors.This design is based ony upon parametemshovm, and is for an indiddual building componentto be Installed and loaded vertically. Applicability of design paramenbrs and proper i=rporatbn of oomponerl is responsibility of building designer - nottruss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the respensibiiityof the eredor. Additional permanent bracing of the overall structure Is the responsibility of the build ng designer. For generaguldance regardingfabdcation, qualdy control, storage, delivery, erection and bracing, consult OST -88 Guaity Standard, DSB-83 Bracing Specification, and HIB -91 f Handling Installing and Bracing Recommendaton available fromTruss Plate Institute, 583 D'Onofrio Drive, Madison, wl 53719 � � j i Ter 0 E JIVIVV I MUOO, VH I nCUR L Un 1 I •i.v�� o vu„ cvvu .,, , �.,. ,,,....�,,, , • .•., ...,• .. • ..., •..--... _ _ 0-0-0 -2-0-0 7-04 8-11-12 16-0-0 18-0-0 • 2-0-0 7-04 1-11-8 7-04 2-0-0 Scale =1:33.6 0 4x8 - 4x6 - 3 4 Job Truss Truss Type Qty Ply KENNY 16-0-0 • 7-0-4 1-11.8 7-04 810328454 FLORES. A04 ROOFTRUSS 1 1 DEFL in (loc) I/defl PLATES ` TCLL 16.0 Plates Increase 1.25 TC 0.44 Job Reference (optional) 2-8 >999 M1120 nn .. 1.... n onn2 nn�T..1, In a„�i.i.,c Inn T„e hrt n7 nR -AA 7no3 lo— 1 JIVIVV I MUOO, VH I nCUR L Un 1 I •i.v�� o vu„ cvvu .,, , �.,. ,,,....�,,, , • .•., ...,• .. • ..., •..--... _ _ 0-0-0 -2-0-0 7-04 8-11-12 16-0-0 18-0-0 • 2-0-0 7-04 1-11-8 7-04 2-0-0 Scale =1:33.6 0 4x8 - 4x6 - 3 4 11 • NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per UBC97/ANSI95; 85mph; h=18ft; TCDL=8.4psf; BCDL=6.Opsf; occupancy category II; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard GRIP 185/148 Q�OOFF ESS/ SS/�p� i C. f1Nn\e. CC C 17180 z X EXP. 06/30/05 ISS C10- �TFOFCAUV Oi October 7,2003 !S Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE Design valid for use only with MiTek eonnectors.Ths design is based only upon paramelersshown, and is for an individual bulding componenito be SAW Installed and loaded vertically. Applicability of design parameners and proper incorporation of component Is responsibility of building desgner - nollruss designer. Bracing shown is for lateral support of individual web membersonly. Additional temporary bracing to insure stability during construction is the respensibitiityof the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For generalguidanm regardingfabrication, quality control, storage, delivery, erection and bradng, consult QST -88 Marity Standard, 093-89 Bradng Specilication, and HIB -91 Handling Installing and Bating Recommendaton available from Truss Plate Institute, 583 D'Onafrio Drive, Madison, WI 53719 i e k 0-0-0 0-M 7-0.4 8-11-12 16-0-0 • 7-0-4 1-11.8 7-04 Plate Offsets (X Y): [2:0-2-4,0-1-8], [3:0-5-4.0-2-01, [5:0-2-4.0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES ` TCLL 16.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.03 2-8 >999 M1120 TCDL 14.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.07 2-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(TL) 0.01 5 n/a BCDL 10.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/deft = 360 Weight: 64 Ib LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 5-2-13 oc purlins. BOT CHORD 2 X 6 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 HF Stud/Std G 1 ' REACTIONS (Ib/size) 2=759/0-5-8, 5=759/0-5-8 Max Horz 2=74(load case 5) Max Uplift 2=-84(load case 5), 5=-84(load case 6) FORCES (lb) - First Load Case Only r TOP CHORD 1-2=51, 2-3=-1006, 3-4=-856, 4-5=-1007, 5-6=51 BOT CHORD 2-8=850, 7-8=855, 5-7=850 WEBS 3-8=106, 3-7=2, 4-7=107 11 • NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per UBC97/ANSI95; 85mph; h=18ft; TCDL=8.4psf; BCDL=6.Opsf; occupancy category II; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard GRIP 185/148 Q�OOFF ESS/ SS/�p� i C. f1Nn\e. CC C 17180 z X EXP. 06/30/05 ISS C10- �TFOFCAUV Oi October 7,2003 !S Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE Design valid for use only with MiTek eonnectors.Ths design is based only upon paramelersshown, and is for an individual bulding componenito be SAW Installed and loaded vertically. Applicability of design parameners and proper incorporation of component Is responsibility of building desgner - nollruss designer. Bracing shown is for lateral support of individual web membersonly. Additional temporary bracing to insure stability during construction is the respensibitiityof the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For generalguidanm regardingfabrication, quality control, storage, delivery, erection and bradng, consult QST -88 Marity Standard, 093-89 Bradng Specilication, and HIB -91 Handling Installing and Bating Recommendaton available from Truss Plate Institute, 583 D'Onafrio Drive, Madison, WI 53719 i e k 0 • 0 Job Truss Truss Type Qty Pty KENNY 5.4-0 10-8-0 810328455 FLORES A05 ROOFTRUSS 1 1 5-4-0 Plate Offsets (X Y): [3:0-5-4,0-2-0] Job Reference (optional) arvivv rMUaa, i min-0ur—i--i -2-0-0 2-0-0 5A-0 10-8-0 16-0-0 18-0-0 5-4.0 5.4-0 54-0 2-0-0 Scale =1:33.6 4x8 - 3 4x5 - 4 0 WEBS 2 X 4 HF Stud/Std G REACTIONS (Ib/size) 2=759/0-5-8, 5=759/0-5-8 Max Horz 2=63(load case 5) Max Uplift 2=-70(load case 5), 5=-70(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2=51, 2-3=-1112, 3-4=-970, 4-5=-1107, 5-6=51 BOT CHORD 2-8=968, 7-8=975, 5-7=964 WEBS 3-8=100, 3-7=-5, 4'7=97 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per UBC97/ANSI95; 85mph; h=18ft; TCDL=8.4psf; BCDL=6.Opsf; occupancy category 11; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurren with any other live loads per Table No. 16-13, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard s 0 /Q?,OF ESS/ON9l C • AND C 17180 z * EXP. 06/30/05 S CIVI �P OF CAtIFO�� October 7,2003 !& Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE MII-7473 BEFORE USE MINIM 0 Design valid for use onlywith MiTek eonneclors.Ths design is based any upon parametersshown, and is for a i individual building componenllo be _ Installed and loaded vertically. Applicability of design paramenbrs and proper imorporalion of component is responsibility of building designer - nottruss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction's the respensibillity, of the eredor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For generalguldance regardingfabriration, quality control, storage, delivery, erection and bmdng, consult OST -88 Quality Standard, DS3-89 Bradng Specification, and HIB -91 p ! r. Handing Installing and Bracing Recommendaton available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 M 1 0-0-0 r 0-M 5.4-0 10-8-0 _ 16-0-0 • 5A-0 5-0-0 5-4-0 Plate Offsets (X Y): [3:0-5-4,0-2-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deb PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.03 7-8 >999 M1120 185/148 TCDL 14.0 Lumber Increase 1.25 BC . 0.20 Vert(TL) -0.07 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.02 5 n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 64 Ib LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 5-3-9 oc purlins. BOT CHORD 2 X 6 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 0 WEBS 2 X 4 HF Stud/Std G REACTIONS (Ib/size) 2=759/0-5-8, 5=759/0-5-8 Max Horz 2=63(load case 5) Max Uplift 2=-70(load case 5), 5=-70(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2=51, 2-3=-1112, 3-4=-970, 4-5=-1107, 5-6=51 BOT CHORD 2-8=968, 7-8=975, 5-7=964 WEBS 3-8=100, 3-7=-5, 4'7=97 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per UBC97/ANSI95; 85mph; h=18ft; TCDL=8.4psf; BCDL=6.Opsf; occupancy category 11; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurren with any other live loads per Table No. 16-13, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard s 0 /Q?,OF ESS/ON9l C • AND C 17180 z * EXP. 06/30/05 S CIVI �P OF CAtIFO�� October 7,2003 !& Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE MII-7473 BEFORE USE MINIM 0 Design valid for use onlywith MiTek eonneclors.Ths design is based any upon parametersshown, and is for a i individual building componenllo be _ Installed and loaded vertically. Applicability of design paramenbrs and proper imorporalion of component is responsibility of building designer - nottruss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction's the respensibillity, of the eredor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For generalguldance regardingfabriration, quality control, storage, delivery, erection and bmdng, consult OST -88 Quality Standard, DS3-89 Bradng Specification, and HIB -91 p ! r. Handing Installing and Bracing Recommendaton available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 M 1 0 Job Truss Truss Type Qty Ply KENNY 3.4-0 94-0 810328456 FLORES A06 ROOF TRUSS 1 1 DEFL in (loc) Well PLATES Plates Increase Job Reference (optional) JIVIVV IRV JJ, VHI0-0-0 VII 1 -2-0-0 34-0 2-0-0 -34-0 4x4 = 5.00 12 3 8-0-0 4-8-0 3x4 - 4 4-8-0 4x4 - 5 16-0-0 18-0-0 3-4-0 2-0-0 Scale =1:33.6 • LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL - 10.0 LUMBER TOP CHORD BOT CHORD WEBS 0-0-0 0-0-0 34-0 12-8-0 16-0-0 3.4-0 94-0 3.4-0 SPACING 2-0-0 CSI DEFL in (loc) Well PLATES Plates Increase 1.25 TC 0.39 Vert(LL) -0.09 8-9 >999 M1120 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.22 8-9 >830 Rep Stress Incr NO WB 0.32 Horz(TL) 0.03 6 n/a Code UBC97/ANS195 (Matrix) 1st LC LL Min I/deft = 360 Weight: 67 Ib BRACING 2 X 4 HF No.2 TOP CHORD Sheathed or 4-3-14 oc purlins. 2 X 6 HF No.2 • BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2 X 4 HF Stud/Std G REACTIONS (Ib/size) 2=921/0-5-8, 6=921/0-5-8 Max Hoa 2=-51 (load case 6) Max Uplift 2=-94 (load case 3), 6=-94(load case 4) FORCES , (lb) - First Load Case Only TOP CHORD 1-2=51, 2-3=-1665,34=-1538,4-5=-1538, 5-6=-1665,6-7=51 BOT CHORD 2-9=1496, 8-9=2143,6-8=1496 WEBS 3-9=391, 4-9=-631, 4-8=-631, 5-8=391 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per UBC97/ANS195; 85mph; h=18ft; TCDL=8.4psf; BCDL=6.Opsf; occupancy category Il; • exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members: 6) Girder carries hip end with 3-4-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 81.51b down and 12.1 lb up at 12-8-0, and 81.51b down and 12.1 lb up at 3-4-0 on bottom chord. Design for unspecified connection(s) is • delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate In6rease=1.25 Uniform Loads (plf) Vert: 1-3=-60.0, 3-5=-73.1, 5-7=-60.0, 2-9=-20:0, 8-9=-24.4, 6-8=-20.0 Concentrated Loads (lb) Vert: 9=-81.5 8=-81.5 0 GRIP 185/148 QR/OFES'Ss/O _C/ l.• HNn\� C17180 * EXP. 06/30/05 s� CIViL ��P gTFOF CA100O October 7,2003 !JL Warning- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE IIIIIIIII® Design valid for use only with MiTek connectors.Ths design is based ony upon parametersshovm, and is for an individual budding componentlo be Installed and loaded vertically. Applicability of design paramenbrs and proper ircorporation of component is responslbitity of budding designer - nottruss designer. Racing shown is for lateral support of individual web rrembersonly. Additional temporary bracing to insure stability during construction is the responsibillityof the eredor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For generaguidance regarding fabdcation, quality control, storage, delivery, erection and bradng, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendaton available fromTruss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 M e k,+. 0 Job Truss Truss Type Qty Ply KENNY R10328457 FLORES A07 ROOF TRUSS 2 1 Job Reference (optional) JIvIvv I M000, I,/i I rlt LJiL I I T -2-9-15 2-9-15 J.VVV JJUI10-D-D VJ IVIIICA IIID VJIIICJ, IIIV. IUC VVr VI VV.J�.�1 �V VJ rcyc I 4-7-13 4-7-13 Sale =1:12.6 0 0-M 1-3-8 1-8-2 4-7-13 1-3-8 OA -10 2-11-11 411 Plate Offsets (X,Y): 12:0-3-4,0-0-91, (2:0-0-10,1-9-8) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deFl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.76 Vert(LL) -0.02 2-4 >999 M1120 185/148 TCDL 14.0 Lumber Increase 1.25 BC 0.22 Vert(TL) -0.40 1 >95 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 18 Ib LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 4-7-13 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2 X 6 DF 180OF 1.6E REACTIONS (Ib/size) 3=52/0-3-8, 2=432/0-7-12, 4=42/0-3-8 r Max Horz 2=71 (load case 3) Max Uplift 3=47(load case 6); 2=-127(load case 3) Max Grav 3=52(load case 1), 2=432(load case 1), 4=84(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=47, 2-3=-62 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per UBC97/ANSI95; 85mph; h=18ft; TCDL=8.4psf; BCDL=6.Opsf; occupancy category Il; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 3) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 2. oQROF ESS/ON LOAD CASE(S) Standard �� (,. A9(F tic CC C 17180 z * EXP. 06/30/05 ST C IV grFOFCAOF October 7,2003 A Warning- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE �® Design valid for use only with MiTek connectors. This design Is based only upon paramelersshown, and is for an individual budding componenito be Installed and loaded vertically. Applicability of design paramenbrs and.properlrcorporalion of component is responsibility of building designer- not truss designer. Bracing shown isfor lateral support of individual web members only. Additionaltemporary bra chg to insure stabifilyduring constructionisthe respcnsibillity of the eredor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For generalguidanm regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSS -89 Bracing Specification, and HIB -91 Handling Installing and arachg Recommendaton available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 0 Job Truss Truss.Type Qty Ply KENNY CSI DEFL in (loc) I/deft PLATES GRIP R10328458 FLORES B01 COMMON 1 1 TCDL 14.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.31 2-6 >513 Job Reference (optional) JMW I KUJJ, UA 1 NtUKAL Ul I Y o.uuu S t-eo b LUu3 NII I eK Inausines, mc. I ue uct u r 14:ub:1 L LUu3 rage I -2-9-15 6-9A 13-6-9 16-4-8 2-9-15 6-9-4 6-9-4 2-9-15 Scale - 1:31.4 4x7 = 3 I� • 6-9A 6.9A LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) -0.12 2-6 >999 M1120 185/148 TCDL 14.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.31 2-6 >513 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.06 4 n/a BCDL 10.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/defl = 360 Weight: 41 Ib LUMBER BRACING . TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 2-3-5 oc purlins. BOT CHORD 2 X 4 HF 240OF 2.OE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 HF Stud/Std G REACTIONS (Ib/size) 2=1793/0-3-8,4=1793/0-3-8 Max Horz 2=-58(load case 6) Max Uplift 2=-216(load case 3), 4=-216(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=53, 2-3=-4031, 3-4=-4031, 4-5=53 BOT CHORD 2-6=3792, 4-6=3792 WEBS 3-6=437 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per UBC97/ANS195; 85mph; h=18ft; TCDL=8.4psf; BCDL=6.Opsf; occupancy category 11; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. OF ESS/ 6) Girder carries hip end with 6-9-4 end setback 9�F 7) Girder carries hip end with 6-9-4 end setback ��0 ` C• ANO 8) Special hanger(s) or connection(s) required to support concentrated load(s) 1427.5lb down and 532.6lb up at 6-9-4 on top chord. • Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) C 17180 Z 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Cr Uniform Loads (plf) * EXP. 06/30/05 Vert: 2-4=-64.0, 1-3=-68.0, 3-5=-68.0 Concentrated Loads (lb) Vert: 3=-1427.5 ��9T CIV11- Continued 2 FoF CAl,FO • on page October 7,2003 411 Qts Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE MII-7473 BEFORE USE �lr Design valid for use onlywith NTek mnnectors.This design Is based ony upon parametersshom, and is for an individual budding componenito be Installed and loaded vertically. Applicability of design paramenbrs and proper incorporation ofcomponent is responsibility of budding designer - nottruss �^ designer. Bracing shown's for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the respmsibinityof the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For generalguidance regardingfabdcadon, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DS3-89 Bracing Specification. and HIB -91 {� r:+ Handling Installing and Bracing Recommendaton available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719 MhTe R Job Truss Truss Type Qty Ply KENNY R10328458 FLORES B01 COMMON 1 1 Job Reference (optional) JMW TRUSS, CATHEDRAL CITY LOAD CASE(S) 2) UBC: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 2-4=-127.9,1-3=-28.0,3-5=-28.0 Concentrated Loads (lb) Vert: 3=-666.2 3) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 2-4=-38.4,1-2=31.7,2-3=17.9.3-4=6.3.4-5=1.3 Horz: 1-2=-48.5, 2-3=-34.7, 3-4=23.1, 4-5=18.1 Concentrated Loads (lb) Vert: 3=532.6 4) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 2-4=-38.4,1-2=1.3, 2-3=6.3, 34=17.9, 4-5=31.7 Horz: 1-2=-18.1, 2-3=-23.1, 3-4=34.7, 4-5=48.5 Concentrated Loads (lb) Vert: 3=532.6 5) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 2-4=-38.4, 1-2=31.7, 2-3=17.9, 34=2.9, 4-5=-2.1 Horz: 1-2=-48.5, 2-3=-34.7, 3-4=19.7, 4-5=14.7 Concentrated Loads (lb) Vert: 3=532.6 6) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 2-4=-38.4, 1-2=-2.1, 2-3=2.9, 3-4=17.9, 4-5=31.7 Horz: 1-2=-14.7, 2-3=-19.7, 3-4=34.7, 4-5=48.5 Concentrated Loads (lb) Vert: 3=532.6 7) 1st unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 2-4=-64.0,1-3=-68.0, 3-5=28.0 Concentrated Loads (lb) Vert: 3=-1427.5 8) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) ' Vert: 2-4=-64.0,1-3=-28.0. 3-5=-68.0 Concentrated Loads (lb) Vert: 3=-1427.5 5.000 s Feb 6 2003 MiTek Industries, Inc. Tue Oct 07 14:06:12 2003 Page 2 'A Warning- Verify design Parameters and READ NOTES ON THIS AND INCLUDED M17EK REFERENCE PAGE MII.7473 BEFORE USE ®�'O Design valid for use only with MiTek connectors.Ths design is based only upon parametersshown, and is for an individual budding componenilo be {Ism Installed and loaded vertically. Applicability of design paramenbrs and proper ircorporatbn of component Is responsibility of budding designer - nottruss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction's the responsibidityof the eredor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For generakguidance regardingfabrication, quality control, storage, delivery, erection and bradng, consult QST -88 Quality Standard, DEB -89 Bracing Specification. and HIB-91 Handling Installing and Bracing Recommendaton available from Truss Plate Institute, 583 D'Onofrio Drive, Mad'son, WI 53719 11FAN Q' r> 0 0 Job Truss Truss Type City Ply KENNY floc) I/deft PLATES GRIP TCLL 20.0 R10328459 FLORES B02 ROOFTRUSS 2 1 >765 M1120 185/148 TCDL 14.0 Lumber Increase 1.25 Job Reference (optional) JMW TRUSS, CATHEDRAL CITY 5.000 s Feb 6 2003 MiTek Industries, Inc. Tue Oct 07 14:06:38 2003 Page 1 -2-9-15 3-7-13 6-8-8 2-9-15 3-7-13 3-0-12 Scale = 1:15.8 • 0 11 0 1* 0 0 r 3-7-13 6-8-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) -0.10 2-4 >765 M1120 185/148 TCDL 14.0 Lumber Increase 1.25 BC 0.48 Vert(TL) 0.38 1 >100 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 20 Ib LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 REACTIONS (Ib/size) 3=157/Mechanical, 2=547/0-7-12, 4=62/Mechanical Max Hoa 2=85(load case 3) Max Uplift 3=-68(load case 6), 2=-105(load case 3) Max Grav 3=157(load case 1), 2=547(load case 1), 4=125(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=53,2-3=-81 BOT CHORD 2-4=0 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-98 per UBC97/ANSI95; 85mph; h=18ft; TCDL=8.4psf; BCDL=6.Opsf; occupancy category 11; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 3) Refer to girder(s) for truss to truss connections. LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-68.0, 2-4=-20.0 2) UBC: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-28.0, 2-4=-40.0 3) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=31.7, 2-3=6.3, 2-4=-12.0 , Horz: 1-2=-48.5, 2-3=-23.1 4) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=1.3, 2-3=17.9, 2-4=-12.0 Horz: 1-2=-18.1, 2-3=-34.7 Continued on page 2 QFtpFESS/pYV C 17180 EXP. 06/30/05 1S>. CIV Il. 9rFOF Ca tVi'3 October 7,2003 & Warning- Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE MII.7473 BEFORE USE MAMBO Design valid for use only with MTek connectors.Ths 's designbased ony upon parameters'shown, and Is for an Individual budding componentio be Installed and loaded vertically. Applicability of design paramenbrs and proper ircorporaton of component is responsibility of building designer - nottruss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillilyof the eredor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For generaiguidance regardingfabdcation, quality control, storage, delivery, erection and bradng, consult OST -88 Quality Standard, DSB-89 Bracing Spec cation, and HIB -91 Handling Installing and Bracing Recommendalonavailable from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 0 0 0 0 • Job Truss Truss Type i Qty Ply KENNY R10328459 FLORES B02 ROOFTRUSS 2 1 Job Reference (optional) JMVV I r<Ubs, UA I MtUKAL LI,I Y b.000 s 1 -el) b ZUU3 MI I eK Inaustfles, Inc. I ue Uct U t 14:Ub:36 ZUU3 Page 2 LOAD CASE(S) 5) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=31.7, 2-3=2.9, 2-4=-12.0 Horz: 1-2=-48.5,2-3=-19.7 6) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-2.1, 2-3=17.9, 2-4=-12.0 Horz: 1-2=-14.7, 2-3=-34.7 r I A Warning- Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE Design valid for use only with MiTek connectors. This design's based only upon parametersshown, and 's for an individual budding componentlo be Installed and loaded vertically. Applicability of design paramenlers and proper incorporation of component is responsibility of budding designer - nottruss designer. Bracing shown is for lateral support of individual web members any. Additional temporary bracing to insure stability during construction's the responsibidityofthe eredor. Additionalpermanentbracing oftheoverall structure isthe responsibility of the budding designer. Forgeneralguldanoa regardingfabdwdon, quality control, storage, delivery, erection and bradng, consult QST -88 Quality Standard, DEB -89 Bracing Specification,and HIB -91 Handlhg Installing and Bracing Recommendalon available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 i Te W 0 t IM 0 Job Truss Truss_ Type Qty Ply KENNY LOADING (psf) 1-11-11 1 SPACING 2-0-0 PLATES R10328460 FLORES J01 ROOF TRUSS 16 1 Horz(TL) - -0.00 Lumber Increase 1.25 1 st LC LL Min I/deft = 360 BCLL 0.0 BRACING Job Reference optional 0-8-11 JIVIVV I KUJJ, GA I NtUKAL LA I Y D.uuu 0 jun 0 d ZUU.1 IVII I eK Inaustrles, Inc. I ue VCt Ur uo:oz:Du LUu.5 r0aag0e -I -2-0.0 1-11-11 3 1 0 0 0 CSI TC 0.29 BC 0.04 WB 0.00 (Matrix) 2x4 - 0-8-11 0-0-0 0-0-0 1-11-11 LOADING (psf) 1-11-11 1 SPACING 2-0-0 PLATES TCLL 16.0 2 >999 Plates Increase 1.25 1 >327 TCDL 14.0 Horz(TL) - -0.00 Lumber Increase 1.25 1 st LC LL Min I/deft = 360 BCLL 0.0 BRACING Rep Stress Incr YES Sheathed or.1-11-11 oc purlins. BCDL 10.0 Rigid ceiling directly applied or 10-0-0 oc bracing. Code UBC97/ANSI95 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 0 0 0 CSI TC 0.29 BC 0.04 WB 0.00 (Matrix) 2x4 - 0-8-11 0-0-0 0-0-0 1-11-11 1-11-11 1 DEFL in (loc) I/deft PLATES Vert(LL) -0.00 2 >999 M1120 Vert(TL) -0.08 1 >327 Horz(TL) - -0.00 3 n/a 1 st LC LL Min I/deft = 360 Weight: 7 Ib ' BRACING TOP CHORD Sheathed or.1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-13/Mechanical, 2=272/0-5-8, 4=19/Mechanical Max Horz 2=57(load case 5) Max Uplift 3=-23(load case 6;, 2=-100(load case 5) Max Grav 3=39(load case 5), 2=272(load case 1), 4=38(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=46, 2-3=-51 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per UBC97/ANSI95; 85mph; h=18ft; TCDL=8.4psf; BCDL=6.Opsf; occupancy category II; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 3) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard Scale =1:8.4 GRIP 185/148 �OQ?,OFESS/pN9l t✓. ANS F C 17180 Z * EXP. 06/30/05 >k ST CIVtL gTFOF CALF October 7,2003 A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIYEK REFERENCE PAGE MII-7473 BEFORE USE 11111111® Design valid for use only with MiTek oonnectors.This design's based only upon parametersshown, and's for an individual budding componentto be Installed and loaded vertically. ApplImbility, of design paramenbrs and proper ircorporatbn of component is responsibility of budding designer - nottruss designer. Bracing shown is for lateral support of individual web rrembers 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 generalguidance regarding fabrication, qualdy control, storage, delivery, erection and bradng, consult QST -88 Quality Standard, DS3-89 Braving Specification. and HIB -91 Handling Installing and Bracing Recommendaton available fromTruss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 PAR` 0 Te W 0 • • LA 1 Job Truss Truss Type Qty Ply KENNY 810328461 FLORES J02 ROOF TRUSS 12 1 Job Reference (optional) 1_g_11 ilvivv 1 mu JJ, L,H I nrl-)MML LA I T uau, , n,. . uv ..• �.�.... ••y,-0-0 0-0-0 U 2-0-0 3.11-11 Scale: 1"=1' 3-11-11 3-11-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deb - PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.01 2-4 >999 M1120 185/148 TCDL 14.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.10 1 >275 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/dell = 360 Weight: 12 Ib LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 3-11-11 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=64/Mechanical, 2=325/0-5-8, 4=36/Mechanical ' Max Horz 2=72(load case 5) Max Uplift 3=45(load case 6), 2=76(load case 5) Max Grav 3=64(load case 1), 2=325(load case 1), 4=72(load case 2) FORCES (lb) - First Load Case Only ,TOP CHORD 1-2=46, 2-3=-62 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per UBC97/ANSI95; 85mph; h=18ft; TCDL=8.4psf; BCDL=6.Opsf; occupancy category 11; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 3) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard oQ�pF ESS/ON9 �Q�, �� • AN�� m C 17180 * EXP. 06/30/05 CiV►'llEYP grFOF CN -W October 7,2003 !® Warning -Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE MII.7473 BEFORE USE © Design valid for use only with MiTek eonnectors.This design is based only upon parametersshown, and is for an individual building componentlo be Installed andloaded vertically. Applicability of design paramenbrs and proper ircorporaton of component is responslbilityof bulding designer nottruss � designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction a.the responslbillity of the erector. Additional permanent bracing of theoverall structure isthe responsbtlityof the building designer. For generalguidance re gardingfabdcadon, quality control,storage,delivery, erection and bracing, consult QST -88 Malty Standard, 093-89 Bracing Specification, and HIB -91 `` c. Handing Installing and Bracing Recommendalon available from Truss Plate Institute, 583 D'Onofrio Drive, Mad -son, WI 53719 t 0 C� v Job Truss Truss Type Qty Ply KENNY . 1 Plates Increase 1.25 TC 0.35 Vert(LL) -0.06 2-4 >999 R10328462 FLORES J03 ROOF TRUSS 4 1 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Job Reference optional JIVIVV I MUJJ, %,M 11ICUMML l.1 I T 0-0-0 0.000 s Jun 'd LUUJ IVII I eK Inauslrle8, Inc. I ue VCt ui UD:oz:oz LUU.S vage010-0 -2-0-0 5-11-11 2-0.0 5-11-11 3 I A Scale =1:15.5 A 0 0 0 0 • 11 i-0 5-11-11 1 5-11.11 N LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl . 1 A 0 0 0 0 • 11 i-0 5-11-11 1 5-11.11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.35 Vert(LL) -0.06 2-4 >999 M1120 185/148 TCDL 14.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.13 2-4 >529 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/dell = 360 Weight: 17 Ib LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 5-11-11 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=140/Mechanical, 2=389/0-5-8, 4=56/Mechanical Max Horz 2=97(load case 6) Max Uplift 3=-69(load case 6), 2=-54(load case 5) , Max Grav 3=140(load case 1), 2=389(load case 1), 4=112(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=46, 2-3=43 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per UBC97/ANS195; 85mph; h=18ft; TCDL=8.4psf; BCDL=6.Opsf; occupancy category 11; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 3) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard SSIN�<, X&0'��O AN or- C 17180 G � * EXP. 06/30/05 SX CIV11 gTFOF CAO1 October 7,2003 A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE Mll-7473 BEFORE USE Design valid for use onlywlh MiTek connectors.Ths design's based ony upon paramelersshown, and is for an individual building componentto be Installed andloaded vertically. Apploabilityof design paramenbrsand proper ircorporatbn of component is responsibility of building designer - nottruss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the respcnsbillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For generaguidano3 regardingfe brication, quality control, storage, delivery, erection and bradng, consult QST -88 Quality Standard, DS3-89 Bracing Specification, and HIB -91 ppp� Handling Installing and Bracing Recommendalon available fromR! p,Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 � E Te Ll 0 0 • Job Truss Truss Type Qty Ply KENNY Horz(TL) -0.00 3 n/a Plates Increase 1.25 TC 0.35 TCDL 14.0 R10328463 FLORES J04 ROOF TRUSS 2 1 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code UBC97/ANSI95 Job Reference (optional JIVIVV I KUJJ, t.A I NIZUKAL lel I Y 0-0-0 O.Uuu s Jun u LUUd IVII I eK Inaustrles, Inc. I ue vct ui-ao:Dc:DJ Luvs e. rag3I -2-0-0 6-5-8 7-10-15 2-0-0 6-5-8 1-5-7 4 j - '�A Sole=1:19.0 d LOADING (psf) PLATES GRIP SPACING 2-0-0 CSI TCLL 16.0 Horz(TL) -0.00 3 n/a Plates Increase 1.25 TC 0.35 TCDL 14.0 TOP CHORD Sheathed or 6-0-0 oc purlins. Lumber Increase 1.25 BC 0.40 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code UBC97/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 I* 0 0 • 6-5-8 7-10-15 6-5-8 1-5-7 !-6 DEFL in floc) I/deft PLATES GRIP Vert(LL) -0.09 2-5 >825 M1120 185/148 Vert(TL) -0.18 2-5 >413 Horz(TL) -0.00 3 n/a 1 st LC LL Min I/deft = 360 Weight: 20 Ib BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 4=-69/Mechanical, 2=379/0-5-8, 5=61/0-3-8, 3=340/0-3-8 Max Horz 2=125(load case 6) Max Uplift 4=-69(load case 1), 2=-47(load case 5), 3=-172(load case 6) Max Grav 4=47(load case 6), 2=379(load case 1), 5=122(load case 2), 3=340(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=46, 2-3=74, 3-4=-60 BOT CHORD 2-5=0 NOTES n 1) Wind: ASCE 7-98 per UBC97/ANSI95; 85mph; h=18ft; TCDL=8.4psf; BCDL=6.Opsf; occupancy category 11; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 3) Refer to girder(s) for truss to truss connections. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard Q�t)F ESS �"" �l C 17180 * EXP. 06/30/05 ST CIVIL ��P "EXP. CAl.IFO� October 7,2003 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIR -7473 BEFORE USE )esbn valid for use onlywith MiTek oonnectors.This design is based only upon parametersshovm, and's for an individual buiding componenito be nstalled and loaded vertically. Applicability of design paramenbrs and proper imorporat'on of component is responsibility of building designer - nottruss fesgner. tracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the esponsibillityof the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. for generaguidance egarding fabrication, quality control, storage, delivery, erection and bradng, consult OST -88 Quality Standard, DS3-89 Bradng Specification, and HIB -9i v candling Installing and Bracing Recommendaton available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 [ TIe k.. • LM • • • n u Job Truss Truss Type Qty Ply KENNY CSI DEFL in (loc) I/de8 PLATES GRIP TCLL 16.0 R10328464 FLORES J05 ROOF TRUSS 5 1 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.11 1 >249 BCLL 0.0 Job Reference (optional) m-0-0 JMVV 1111.1J0, ilii I I-ICUNAL L I I Ta.000 s Jun J LUUs IVII I eK Inauslnes, Inc. I ue uct Ur UD:DL:04 LUUJ rage l 0-0-0 -2-0-0 3A-0 2-0-0 3A-0 3 1-0-0 j-2-12 3-4-0 i 1.0-0 0-2-12 2-1-4 -p Scale =1:10.8 Plate Offsets (X,Y): [2:0-1-14,0-0-10], [2:0-0-8,1-3-2] LOADING' (psf) SPACING 2-0-0 CSI DEFL in (loc) I/de8 PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.00 2-4 >999 M1120 185/148 TCDL 14.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.11 1 >249 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/defl = 360 Weight: 13 Ib LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 3-4-0 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2 X 6 OF 180OF 1.6E REACTIONS (Ib/size) 3=36/0-3-8, 2=308/0-5-8, 4=30/0-3-8 Max Horz 2=67(load case 5) • Max Uplift 3=-37(load case 6), 2=-86(load case 5) Max Grav 3=36(load case 1), 2=308(load case 1), 4=59(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=46, 2-3=-59. BOT CHORD 24=0 NOTES • 1) Wind: ASCE 7-98 per UBC97/ANSI95; 85mph; h=18ft; TCDL=8.4psf; BCDL=6.Opsf; occupancy category II; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 3) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 2. LOAD CASE(S) Standard • Q9,OFESS/0 q ,�-C. ANO, � C171 z * EXP. 06/30/05 S� CMI. gTFOFCAL1F0� October 7,2003 A Warning- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE �IIIIIIII® Design valid for use onlywith MiTek oonnectors.Ths design s based only upon parametersshom, and is for an individual budding componentlo be Installed and loaded vertically. Applicability of design paramenbrs and proper ircorporalion of component is responsibility of budding designer - nottruss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsbillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the build ng designer. For generalguidanm regardingfabrication, quality control, storage, delivery, erection and bradng, consult QST -88 Quality Standard, DS3-89 Bradng Specification, and HIB -91 r;: Handling Installing and Bracing Recommendalon available fromTruss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 � Te W Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/4' •Center plate on joint unless dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply building property plates to both sides of truss and owner ndd all l other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. �/a —► j C2 C3 C, J5 y 3 o 3 0 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. �3 O 5 = 4. Unless otherwise noted, locate chord splices CL " at 1A panel length (± 6" from adjacent joint.) 0 CL C8 C7 C6 5. Unless otherwise noted, moisture content of BOTTOM CHORDS For 4 x 2 orientation, locate lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and in all respects, equal to or better than the X perpendicular to slots. Second dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING seccl 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required continuous lateral bracing. WISC/DILHR 960022-W, 970036-N 561 unless otherwise noted. 12. Anchorage and / or load transferring NER connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING 14. Do not cut or alter truss member or plate Indicates location of joints at which bearings (supports) occur. wag 0-0-0=S- a'�` � without prior approval of a professional engineer. IV11 i 7e Ic'� 15. Care should be exercised in handling, E�p erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc.