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Permits 708 Kestner (vault folder)
Project Name: KESTNER RD DUPLEX Lot: Subdivision: County: Duval Building Code: FBC2001 Computer Program Used: MiTek 6.0 General Truss Design Loads Roof Gravity:42 psf Total Load(Cd=1.25) Floor Gravity:55 psf Total Load(Cd=1.00) Wind: 120 mph from ASCE 7-98 Individual Truss Drawings Show Special Loading Conditions This package includes 26 truss design drawings with individual date of design. With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 61 G15-31.003 of the Florida Board of Professional Engineers. Notes: The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. The suitability and use of each drawing for any particular building is the responsibility of the Building Designer, per ANSI/TPI 1-1995 Section 2. J rey P. son .N 857 p Structural Engineer of Record Name and P.E.No.: t ` Structural Engineer of Record Address: Apex Technology is a fictitous name owned by Jax Apex Technology Inc., a Florida Corporation.Florida Engineer Business No.7547 0401526 ROOF PLACEMENT PLAN 4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224 904-821-5200 NO TRUSS 1D# DATE NO TRUSS ID# DATE 1 0401526-CJ1 07/14104 23 0401526-VJ4 07/14/04 2 0401526-GE01 07114104 24 0401526-VJ5 07/14/04 3 0401526-J1 07/14/04 25 0401526-VJ6 07/14/04 4 0401526-J2 07/14/04 126 0401526-VJ7 07/14/04 5 0401526-J3 07/14/04 6 0401526-J4 07/14/04 7 0401526-T1 07/14/04 8 0401526-T10 07114/04 9 0401526-Tl1 07114/04 10 0401526-T12 07114/04 11 0401526-T13 07/14104 12 0401526-T14 07114/04 13 0401526-T15 07/14/04 14 0401526-T2 07/14/04 15 0401526-T3 07/14/04 16 0401526-T4 07/14/04 17 0401526-T5 07/14/04 18 0401526-T6 07/14/04 19 0401526-T7 07/14/04 20 0401526-T8 07/14/04 21 0401526-T9 07/14/04 22 0401526-VCJ2 07/14/04 ROOF TRUSSES 0401526 PROFILE QTY PITCH TYPE BASE REACTIONS ID OIA GIRDER 09-10-13 Joint 2 Joint 4 Joint 5 2 4.24 0.00 Cil 09-10-13 469.0 tbs. 205.5 tbs. 453.4 tbs. I GABLE 20-00-OD Joint 2 Joint 11 Joint 12 Joint 13 Joint 14 L 2 I 6.00 O OOI GE01 ` 20-00 I 224 9 Ibs -144 4 Ibs 347.7 Ibs. -146.3 Ibs. -208.2 Ibs. II L JACK 105-00-00 Joint 2 Joint 3 Joint 4 4 6.00 0.00 J1 05-00-00 2981 tbs. 115.9 tbs. 71.9 lbs. JACK 1 03-00-00 Joint 2 Joint 3 Joint 4 4 6.00 0.00 J2 03-00-00 223.7 tbs. 52.3 tbs. 41.9 Ibs. JACK 01-00-00 Joint 2 Joint 3 Joint 4 4 6.00 0.00 J3 01-00-00 174.8 Ibs. 65.2 tbs. 14.4 I bs. JACK 1 07-00-00 Joint 1 Joint 2 Joint 3 Joint 4 14 6.00 0.00 J4 07-00-00 280.8 tbs. 547.5 tbs. 145.1 Ibs. 101.9 tbs. 2 I GIRDER 32-00-00 IJoint 2 Joint 9 I 6.001 3.001 T1 132.00-00 J 2869.7 Ibs, 2860 7 Ibs. SPECIAL 1 32-00-00 Joint 2 Joint 11 2 6.00 3.00 T10 32-00-00 1415.1tbs. 1415.1 lbs. SPECIAL 32-00-00 Joint 2 Joint 9 2 6.00 3.00 T11 32-00-00 1415.1 tbs. 1415.1 lbs. SPECIAL 32-00-00 Joint 2 Joint 9 2 1 6.00 3.00 T12 32-00-00 1415.1 tbs. 1415.1 lbs. .� SPECIAL 32-00-00Joint 2 Joint 9 2 6.00 3.00 T13 32-00-00 1415.1 Ibs. 1415.1 lbs. 21 1 GIRDER 32-00-00 Joint 2 Joint 11 2 Ply 6.00 3.00 T14 32-00-00 2849.2 Ibs. 2849.2 lbs. QUEEN POST 1 OS-00-00 Joint 2 Joint 4 10 6.00 0.00 T15 08-00-00 407.1 Ibs. 407.1 tbs. SCISSOR HI 32-00-00 Joint 2 Joint 9 2 6.00 3.00 T2 32-00-00 1415.1 Ibs. 1415.1 tbs. SCISSOR HI 1 32-00-00 lJoint 2 Joint 8 2 6.00 3.00 T3 32-00-00 1 1415.1 Ibs. 1415.1lbs. 1 I SCISSOR HI 32-00-00 Joint 2 Joint 9 1 �I 2 I 6.001 3.001 T4 32-00-00 1171.2 Itbsbs 1415 2 lbs. I PIGGYBACK 32-00-00 Joint 2 Joint 11 I 2 I 6.001 3.001 T5 132-00-00 1415.1 Ibs. 1415.1 Ibs, 1198.8 Ibs. -1198.8 Ibs. ROOF TRUSSES 0401526 PROFILE QTY PITCH TYPE BASE ID O/A REACTIONS SCISSOR 32-00-00Joint 2 Joint 10 14 6.00 3.00 T6 32-00-00 1415.1 lbs. 1415.1 lbs. SPECIAL 32-00-00 Joint 2 Joint 13 41. 6.00 3.00 T7 32-00-00 1083A lbs. 1751.3 lbs. SPECIAL 32-00-00 Joint 13 Joint 18 6 6.00 3.00 T8 32-00-00 1550.3 lbs. 1288.7 lbs. -16463 lbs, -1354,3 lbs. SPECIAL 32-00-00 Joint 2 Joint 10 8 6.00 3.00 T9 32-00-00 1415.1 lbs. 1415.1 lbs. GIRDER 1 09-10-13 1J.4i, 2t Joint 4 Joint 66 4.24 2.12 VCJ2 09-10-1362.51bs. 180.7 lbs. 491.4 lbs. INVERTED 1 07-00-00 Joint 2 Joint 4 Joint 5 26 6.00 3.00 VJ4 07-00-00 378.1 lbs. 44.1 Ibs. 231.7 lbs. INVERTED 1 05-00-00 lJoint 2 Joint 3 Joint 4 12 6.00 3.00 VJ5 05-00-00 1 357.3 lbs. 118.9 lbs. 9.7 lbs. JACK 03-00-00 Joint 2 Joint 3 Joint 4 12 6.00 3.00 VJ6 03-00-00 223.7 lbs. 52.3 lbs. 41.9 lbs. JACK 01-DO-00 Joint 2 Joint 3 Joint 5 12 6.00 3.00 VJ7 01-00-00 173.5 Ibs. 58.0 lbs. 18.8 lbs. I Job Truss Truss Type Qty Ply KESTNER DUPLEX 0401526 Cil ROOF TRUSS 2 1 Job Reference(optional) 16 0-0-0 6.000 s May 19 2004 MiTek Industries,Inc. Wed Jul 14 06.15:22 20048 1 _-1-10-10 5-2-5 9-10-13 1-10-10 _--- - -- _ . 5 2-5 4-8-8 Scale=1:19.5 4 C-2 -- 2.4 MII2�j 4.24 12 3 T,, \ B1 / 5 \\✓// 4.5 M1120-- 1.4 MIL20pJ---1 O 0-0 O J0-0-0 5-2-5 9-10-13 5-2-5 4-8-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.31 2-5 >372 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.47 2-5 >247 180 BCLL 10.0 Rep Stress Incr NO WB 0.27 Horz(TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=206/Mechanical,2=469/0-4-15,5=453/Mechanical Max Horz2=475(load case 2) Max Uplift4=-419(load case 2),2=-427(load case 2),5=-317(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-608/509,3-4=-164/49 BOT CHORD 2-5=-847/573 WEBS 3-5=-6241922 NOTES (6-8) 1)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 419 Ib uplift at joint 4,427 Ib uplift at joint 2 and 317 Ib uplift at joint 5. 4)Girder carries hip end with 7-0-0 end setback. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6)Use SIMPSON LS30 at joint#4,#5 to attach jack truss to girder. 7)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54 Trapezoidal Loads(plf) Vert:2=-3(F=26,B=26)-to-4=-134(F=-40,B=-40),2=-0(F=15,B=15)-to-5=-74(F=-22,B=-22) 2)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=91 Horz:1-2=-99 Continued on page 2 Job Truss Truss Type Qty Ply KESTNER DUPLEX 0401526 Cil ROOF TRUSS 2 1 Job Reference o tional 6.000 s May 19 2004 MiTek Industries,Inc. Wed Jul 14 06:15:23 2004 Page 2 LOAD CASE(S) Trapezoidal Loads(plf) Vert:2=-7(F=-45,B=-45)-to-4=223(F=70,B=70),2=-0(F=3,B=3)-to-5=-15(F=-4,B=-4) Horz:2=6(F=49,B=49)-to-3=-127(F=-18,B=-18),3=-127(F=-18,B=-18)-to-4=-243(F=-76,B=-76) 3)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=30 Horz:1-2=-39 Trapezoidal Loads(plf) Vert:2=-28(F=-45,B=-45)-to-4=201(F=70,B=70),2=-0(F=3,B=3)-to-5=-15(F=-4,B=-4) Horz:2=28(F=49,B=49)-to-3=-105(F=-18,B=-18),3=-105(F=-18,B=-18)-to-4=-222(F=-76,B=-76) 4)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=91 Horz:1-2=-99 Trapezoidal Loads(plf) Vert:2=-7(F=-45,B=-45)-to-4=223(F=70,B=70),2=-0(F=3,B=3)-to-5=-15(F=-4,B=-4) Horz:2=6(F=49,B=49)-to-3=-127(F=-18,B=-18),3=-127(F=-18,B=-18)-to-4=-243(F=-76,B=-76) 5)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=22 Horz:1-2=-30 Trapezoidal Loads(plf) Vert:2=-37(F=-45,B=-45)-to-4=192(F=70,13=70),2=-0(F=3,B=3)-to-5=-15(F=-4,B=-4) Horz:2=37(F=49,B=49)-to-3=-96(F=-18,B=-18),3=-96(F=-18,B=-18)-to-4=-213(F=-76,B=-76) Job TrussTruss Type Qty Ply �KESTNER DUPLEX 0401526 GE01 ____JROOF TRUSS 2 1 Job Reference o tional 0-0-0 6.000 s May 19 2004 MiTek Industries,Inc. Wed Jul 14 06:15:23 2004 Page 1 -1-4-0 10-0-0 20-0-0 1-4-0 10-0-0 10-0-0 Scale=1:35.2 4x5 M1120= 7 2x4 M112011 20 MII20 I[ 6 6 6.00 F12 2.4 M112011 2x4 M112011 5 8 T 2x4 M112011 T 2 T T 2x4 M1120 ll 4 10 T T T T 3 11 2 4 1 � 4x6 M1120- 2x4 M11201I 2x4 M112011 2x4 M112011 5x5 M1120= 20 M112011 2x4 M112011 2x4 M112011 3x4 M1120� 0-0-0 20-0-0 20-0-0 Plate Offsets(X Y): [2:0-4-0,0-2-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.14 Vert(LL) 0.00 1 n/r 120 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) 0.00 1 n/r 90 BCLL. 10.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.01 11 n1a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:94 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=222/20-0-0,11=107/20-0-0,15=180/20-0-0,16=184/20-0-0,17=109/20-0-0,18=309/20-0-0,14=182/20-0-0,13=119/20-0-0,12=293/20-0-0 Max Horz2=209(load case 4) Max Uplift2=-215(load case 4),11=45(load case 5),16=-207(load case 4),17=-159(load case 4),18=-311(load case 4),14=-208(load case 5),13=-146(load case 5),12=-348(load case 5) Max Grav2=222(load case 1),11=114(load case 7),15=180(load case 1),16=189(load case 6),17=109(load case 1),18=309(load case 1),14=186(load case 7),13=119(load case 1),12=293(load case 7) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32,2-3=-204/19,3-4=-185177,4-5=-37/115,5-6=0/170,6-7=-21235,7-8=-19/222,8-9=-141117,9-10=-26151, 10-11=-135/69 BOT CHORD 2-18=-25/190,17-18=-25/190,16-17=-25/190,15-16=-251190,14-15=-251190,13-14=-25/190,12-13=-25/190, 11-12=-25/190 WEBS 7-15=-12410,6-16=-1221218,5-17=-751176,4-18=-191/315,8-14=-119/216,9-13=-81/172,10-12=-178/329 NOTES (7-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail' 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 215 Ib uplift at joint 2,45 Ib uplift at joint 11,207 Ib uplift at joint 16,159 Ib uplift at joint 17,311 Ib uplift at joint 18,208 Ib uplift at joint 14,146 Ib uplift at joint 13 and 348 Ib uplift at joint 12. 7)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 8)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 9)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply KESTNER DUPLEX 0401526 J1 ROOF TRUSS 4 1 Job Reference o tional 2-5-8 0-0-0 6.000 s May 19 2004 Mi I ek Industries,Inc. Wed Jul 148%16:24 2004 Page 1 -1-4-0 5-0-0 3 1-4-0 5-0-0 Scale=1:13.2 6.0012 T1 2 131 4 2-5-8 0- 0-0-0 2x4 M1120= 5-0-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.03 2-4 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) -0.04 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 nla n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=116/Mechanical,2=29810-3-8,4=72/Mechanical Max Horz2=295(load case 4) Max Uplift3=-232(load case 4),2=-292(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/33,2-3=-126/42 BOT CHORD 2-4=0/0 NOTES (4-7) 1)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 232 Ib uplift at joint 3 and 292 Ib uplift at joint 2. 4)Use SIMPSON LS30 at joint#3 to attach jack truss to girder. 5) 6)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply KESS DUPLEX 0401526 J2 ROOF TRUSS 4 1 1-5-8 Job Reference o tion.I 0-0-0 6.000 s May 19 2004 MiTek Industries,Inc. Wed Jul 1&8_%15:24 2004 Page 1 -1-4-0 3-0-0 1-4-0 3-0-0 Scale=ts.a BA012 T1 2 81 1 4 1-5-8 0-0-00-0-0 2x4 M1120= 3-0-0 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) -0.00 2-4 >999 240 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.00 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=52/Mechanical,2=224/0-3-8,4=42/Mechanical Max Horz2=203(load case 4) Max Uplift3=-107(load case 4),2=-257(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/33,2-3=-62/18 BOT CHORD 2-4=0/0 NOTES (4-5) 1)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category IF Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 107 Ib uplift at joint 3 and 257 Ib uplift at joint 2. 4)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 5)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty =KESTNER0-5-8 0401526 J3 ROOF TRUSS 4ona" 0 faqq0 s May 19 2004 MiTek Industries,Inc. WecbJdla4 06:15:25 2004 Pagel 3 -1-4-0 1-0-0 1-4-0 1-0-0 s�aie=1ss 2 6.00 r12 61 T1 1 4 0-5-8 0-0-0 2a4 M1120= 0-0-0 1-0-0 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.15 Vert(LL) -0.00 2 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:6lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-32/Mechanical,2=175/0-3-8,4=14/Mechanical Max Horz 2=1 14(load case 4) Max Uplift3=-32(load case 1),2=-271(load case 4) Max Grav3=65(load case 4),2=175(load case 1),4=14(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32,2-3=-41/31 BOT CHORD 2-4=0/0 NOTES (4-5) 1)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 Ib uplift at joint 3 and 271 Ib uplift at joint 2. 4)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 5)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply KESTNER DUPLEX ,0401526 J4 ROOF TRUSS 14 1 Job Reference o tional 0-0-0 6.000 s May 19 2004 MITek Industries,Inc. Wed Jul 14(W25 25 2004 Page 1 1-4-0 7-0-0 3 ScW.=1.17.3 6.00 12 T1 2 B1 I 4 -12r 3-5-8 �A M1120= _1.4.0 7-0-0 1-4-0 7-0-0 Plate Offsets(X LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.11 2-4 >776 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.16 2-4 >517 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a Na BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=-128/Mechanical,3=145/Mechanical,2=548/0-3-8,4=102/Mechanical Max Horz2=379(load case 4) Max Uplift1=-128(load case 1),3=-289(load case 4),2=-649(load case 4) Max Gravl=281(load case 4),3=145(load case 1),2=548(load case 1),4=102(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-109187,2-3=-159150 BOT CHORD 2-4=0/0 NOTES (4-6) 1)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 128 Ib uplift at joint 1,289 Ib uplift at joint 3 and 649 Ib uplift at joint 2. 4)Use SIMPSON LS30 at joint#3 to attach jack truss to girder. 5)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 6)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply =Rqf-- 0401526 T1 ROOF TRUSS 2 onal 0-0-0 6.000 s May 19 2004 MiTek Industries,Inc. Wed Jul 14 06:15:2&6V4 Page 1 1-4-01 4-3-8 7-0-0 12-11-7 19-0-9 25-0-0 , 27-8-8 , 32-0-0 33-4-Q —T 1-4-0 4-3-8 2-8-8 5-11-7 6-1-3 5-11-7 2-8-8 4-3-8 1-4-0 Scale=1:57.7 6.13 M1120= 6x8 101120= 2z4 10112011 7x8 M1120- 4 5 6 7 6.00 FU2 3x4 M1120 i 3x4 M1120,' W4 W4 W4 8 d 3 W2 W2 2 � 9 ry 17 16 ,5 14 13 12 11 10,o 1 7x8 101120= 3x4 101120= 3x8 101120= 5x8 M1120= 3x4 M1120= 3z4 101120= 7x8 M1120= 4212 10020= 4x12 MI120% 3.00 12 0-0-0 0-0-0 4-3-8 7-0-0 12-11-7 19-0-9 1 25-0-0 27-8-B 32-0-0 4-3-8 2-8-8 5-11-7 6-1-3 5-11-7 2-8-8 4-3-8 Plate Offsets(X Y)• [270-3-4 Edge] [470-5-4,0-2-8],[670-4-0,0-4-81,[T.O-5-4,0-2-8],[9:0-3-4 Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) 0.79 15 >479 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.68 13-15 >559 180 BCLL 10.0 Rep Stress Incr NO WB 0.54 Horz(TL) -0.42 9 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Simplified) Weight:375 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 4-1-9 oc purlins. T3 2 X 6 SYP DSS,T2 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 4-6-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D 'Except' B3 2 X 6 SYP DSS,B2 2 X 6 SYP DSS WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=2849/0-3-8,9=2849/0-3-8 Max Horz 2=-151(load case 5) Max Uplift2=-2761(load case 4),9=-2761(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16,2-3=-10643/10706,3-4=-7878/8127,4-5=-9814/10210,5-6=-9814/10206,6-7=-9806/10164, 7-8=-7878/8091,8-9=-10643/10633,9-10=0/16 BOT CHORD 2-17=-9726/9690,16-17=-9726/9706,15-16=-7065/6963,14-15=-9994/9821,13-14=-9994/9821,12-13=-6965/6963, 11-12=-9588/9706,9-11=-9589/9690 WEBS 3-17=-2294/2407,3-16=-2809/2745,4-16=-1719/1928,4-15=-3316/3153,5-15=-760/1305,6-15=-88/90, 6-13=-788/1325,7-13=-3301/3144,7-12=-1703/1928,8-12=-2809/2696,8-11=-2262/2407 NOTES (10-11) 1)2-ply truss to be connected together with 10d Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide adequate drainage to prevent water ponding. 6)Bearing at joint(s)2,9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2761 Ib uplift at joint 2 and 2761 Ib uplift at joint 9. 8)Girder carries hip end with 7-0-0 end setback. 9)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)539.OIb down and 642.OIb up at 25-0-0,and 539.OIb down and 642.01b up at 7-0-0 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. Continued on page 2 Job Truss Truss Type Qty Ply KESTNER DUPLEX 0401526 T1 ROOF TRUSS 2 2 Job Reference o tional 6.000 s May 19 2004 MiTek Industries,Inc. Wed Jul 14 06:15:27,2004 Page 2 10)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402, Jacksonville,FI.32224-904.821.5200 11)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCS]1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-7=-118(F=-64),7-10=-54,2-17=-30,16-17=-30,12-16=-65(F=-35),11-12=-30,9-11=-30 Concentrated Loads(lb) Vert:16=-539(F)12=-539(F) Job Truss Truss Type Qty Ply KESTNER DUPLEX 0401526 T10 ROOF TRUSS 2 1 Job Reference(optional) 0-0-0 6.000 s May 19 2004 MiTek Industries,Inc. Wed Jul 14 06:15:V6_V4 Page 1 1-4-0 4-5-4 7-7-5 1 12-2-415-0-0 17-0-0 21-9-13 1 26-7-11 32-0-0 33-4-q 1-4-0 4-5-4 3-2-1 4-6-15 2-9-12 2-0-0 4-9-13 4-9-13 5-4-5 1-4-0 Scale=1:57.7 5x5 MII20= 4x5 M1120= 6 7 6-"F'2 2.4 M112011 5 3x4 M1120,1 8 5x5 M1120 i W 3x4 M1120- 9 4 2x4 M1120// 2x4 M112011 W3 W7 8 10 3 W W5 11 2 7x12 M1120= 12 1a o 19 1 Sz8 M1120= 17 16 15 14 13 4x5 M1120= 3x8 M1120 3.00 rf2 2x4 M1120 11 3x4 MII20= 3x4 MII20= 3x4 M1120= 3x4 MII20= 0-0-0 0-0-0 4-3-8 12-2-4 15-0-0 17-0-0 24-2-12 32-0-0 4-3-8 7-10-12 2-9-12 2-0-0 7-2-12 7-9-4 Plate Offsets(X Y): [2:0-3-8,0-1-8],[4:0-2-8,0-3-01,[6:0-2-8,0-2-41 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) 0.43 18-19 >878 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.53 18-19 >723 180 BCLL 10.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.21 11 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:189 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 2-9-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-6-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-18 REACTIONS (Ib/size) 2=1415/0-3-8,11=1415/0-3-8 Max Horz2=276(load case 4) Max Uplift2=-1202(load case 4),11=-1202(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31,2-3=-4515/3480,3-4=-4389/3555,4-5=-2247/1746,5-6=-2161/1930,6-7=-1403/1288,7-8=-1620/1348, 8-9=-2208/1802,9-10=-2269/1792,10-11=-2447/1912,11-12=0/33 BOT CHORD 2-19=-3253/4052,18-19=-2104/2649,17-18=-26/75,5-18=-198/440,16-17=-122/0,15-16=-799/1403, 14-15=-1088/1779,13-14=-1088/1779,11-13=-1499/2132 WEBS 3-19=0/175,4-19=-1364/1681,4-18=-804/926,16-18=-725/1542,6-18=-1259/1345,6-16=-465/331,7-15=-367/522, 8-15=-581/739,8-13=-339/476,10-13=-230/460 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1202 Ib uplift at joint 2 and 1202 Ib uplift at joint 11. 6)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss TypeQty Ply KESTNER DUPLEX 0401526 T11 ROOF TRUSS 2 1 Job Reference o tional 0-0-0 6.000 s May 19 2004 MiTek Industries,Inc. Wed Jul 14 06:15:�16_V4 Page 1 1-4-0 4-3-8 7-7-5 12-2 4 1 -0 0 19-0-0 25 2-12 32-0- 3 3-4-Q 1-4-0 4-3-8 3-3-13 4-6-15 0-9-12 6-0-0 6-2-12 6-9-4 1-4-0 Scaie=1:57.7 5x5 M1120 i 4x8 M1120= 6.00 F12 5 6 41[ 3.4 M1120- W5 3x4 M1120,1 7 8 12 2x b 3412 8 8B2105 3x8 M1120% 15 14 13 11 4.5 M1120= 2x4 M112011 4x8 M1120= 3x4 M1120= 2x4 M112011 3.00 12 2x4 M112011 2x4 MI12011 0-0-0 0-0-0 4-3-8 12-2-4 19-0-0 25-2-12 32-0-0 4-3-8 7-10-12 6-9-12 6-2-12 6-9-4 Plate Offsets(X Y)• (2:0-3-8,0-1-81,[4:0-2-0,0-3-01,[6:0-5-4,0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.41 17-18 >933 240 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.55 17-18 >687 180 BCLL 10.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.21 9 nta nla BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:177 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 2-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-7-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz2=245(ioad case 4) Max Uplift2=-1174(load case 4),9=-1174(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31,2-3=-4531/3342,3-4=-4404/3415,4-5=-2168/1582,5-6=-1883/1518,6-7=-1759/1388,7-8=-1836/1366, 8-9=-2451/1789,9-10=0/33 BOT CHORD 2-18=-3096/4067,17-18=-2003/2646,16-17=-2003/2646,14-16=0/301,5-16=-357/630,14-15=0/0,13-14=-92/0, 12-13=-136312111,11-12=-1363/2111,9-11=-1363/2111 WEBS 3-18=0/168,4-18=-1298/1703,4-16=-854/995,13-16=-768/1648,6-13=-202/201,8-13=-614/755,8-11=0/225, 6-16=-345/5`I9,15-17=-1 8110 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2 considers parallel to grain value using ANSIITPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1174 Ib uplift at joint 2 and 1174 Ib uplift at joint 9. 6)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCSI 1-03,should be used in conjunction with the architectural and structural pians during installation. If BCS)1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply KESTNER DUPLEX 0401526 T12 ROOF TRUSS 2 1 Job Reference o tional) 0-0-0 6.000 s May 19 2004 MiTek Industries,Inc. Wed Jul 14 06:15:V6W4 Page 1 r1-4-0� 5-10-15 + 11-0-0 12-21 16-7-2 21-0-0 26-2-12 32-0-0 33-4-9 1-4-0 5-10-15 5-1-1 1-2-4 4-4-14 4-4-14 5-2-12 5-9-4 1-4-0 Scale=1:57.7 4x5 M1120= 3x4 M112011 3x4 101120= 5x5 M1120= 4 5 6 7 Ta 6.0012 3x4 M1120i W4 2x4 MII20// 3 V1 W7 8 8 W2 16 82 W5 9 m 2 17 16 10 10 1 6x8 M1120= 3x4 M1120= 3x8 M1120� 6x12 M1120=14 13 12 11 4x5 M1120= 3.00 12 2x4 M112011 3.8 M1120= 3x4 M1120= 3x4 M1120= 0-0-0 0-0-0 4-3-8 11-0-0 12-24 16-7-2 24-0-5 32-0-0 4-3-8 6-8-8 1-2-4 4-4-14 7-5-3 7-11-11 Plate Offsets(X Y)• [2:0-3-4,0-1-8],[4:0-3-0,0-2-0],[7:0-2-8 0-2-41 [15.0-8-0,0-4-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.34 16-17 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -0.43 16-17 >881 180 BCLL 10.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.21 9 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:176 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-8-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (]b/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz2=215(load case 4) Max Uplift2=-1142(load case 4),9=-1142(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31,2-3=-4588/3197,3-4=-2453/1744,4-5=-2169/1649,5-6=-2204/1688,6-7=-1917/1498,7-8=-2258/1683, 8-9=-2434/1769,9-10=0/33 BOT CHORD 2-17=-2925/4129,16-17=-2306/3091,15-16=-1356/2124,14-15=-5/62,5-15=-58/97,13-14=-232/311, 12-13=-1013/1709,11-12=-1013/1709,9-11=-1368/2119 WEBS 3-17=-840/1436,3-16=-1011/1102,4-16=-363/657,13-15=-1056/1679,6-15=-357/442,6-13=-583/598, 7-13=-338/448,7-11=-428/524,8-11=-262/530 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1142 Ib uplift at joint 2 and 1142 Ib uplift at joint 9. 6)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCS]1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Oty Ply KESTNER DUPLEX 0401526 T13 ROOF TRUSS 2 1 Job Reference o tional 0-0-0 6.000 s May 19 2004 MiTek Industries,Inc. Wed Jul 14 06:15:�16_V4 Page 1 F1 q 4-3-8 + 9-0-0 12-2-4 17-7-2 23-0-0 27-2-12 T_ 32-0-0 3-4- 1-4-0 4-3-8 4-8-8 3-2-4 5-4-14 5-4-14 4-2-12 4-9-4 1-4-0 Scale=1:57.7 6x8 M1120= 4.8 MII2A= 2.4 M112011 3x4 M1120= 4 5 6 7 6.00 12 20 M112011 W3 W< 2x4 101120i W7 8 3 W 5 e �d 2 702� MI120— 111111 1 i6 — 10 6x8 M1120= 3x8 MII20� 14 13 12 11 4.5 WIN- 2x4 M112011 6x8 M1120= 3x4 M1120= 3.00 12 3.4 M1120= 0-0-0 0-0-0 4-3 8 12 2 4 17-7-2 23-0-0 32-0-0 4-3-8 7-10-12 5-4-14 5-4-14 9-0-0 Plate Offsets(X Y) j2:0-3-3,0-1-8, 3:0-0-0,0-0-0j,L4:0-13-0,0-2-13), TO-5-4 0-2-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) -0.51 15-16 >739 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.74 15-16 >513 180 BCLL 10,0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.22 9 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Simplified) Weight:172 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 2-10-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-9-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-16 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz2=184(load case 4) Max Uplift2=-1102(load case 4),9=-1102(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16,2-3=-4596/3352,3-4=-4520/3441,4-5=-2809/2284,5-6=-2809/2284,6-7=-2293/1907,7-8=-2082/1660, 8-9=-2314/1824,9-10=0/16 BOT CHORD 2-16=-3047/4174,15-16=-1721/2324,14-15=0/79,5-15=-2321357,13-14=0/0,12-13=-1244/1871,11-12=-1244/1871, 9-11=-1518/2049 WEBS 3-16=-106/361,4-16=-1718/2147,4-15=-592/778,13-15=-1690/2334,6-15=-483/647,6-13=-647/711,7-13=-565/629, 7-11=-179/312,8-11=-214/483 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2 considers parallel to grain value using ANSIITPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1102 Ib uplift at joint 2 and 1102 Ib uplift at joint 9. 6)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,Ft.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply KESTNER DUPLEX 0401526 T14 ROOF TRUSS 2 Job Reference o tional 0-0-0 6.000 s May 19 2004 MiTek Industries,Inc. Wed Jul 14 06:15:V6_W4 Page 1 1-4-0, 4-3-8 4-�-4 7-0-0 12-2-4 16-6-1 20-8-3 25-0-0 28-0-12 1 32-0-0 1 3-4-q 1-4-0 4-3-8 0-1-12 5-2-4 4-3-13 4-2-1 4-3-13 3-0-12 3-11-1 1-4-0 stele=1:57.7 2-6-12 5x5 M1120= 4.5 M1120= 4x5 MII20= 4x8 MII20= 3x4 M1120= 5x5 M1120= 4 5 6 7 8 9 6.00 F12 3.4 M1120i 2x4 M1120i W4 W5 10 3 W2 W W9 W 6 0-- ti 2 19 18 UBM1120= t2 10 0 1 7zB M1120= 3x8 MUM= 4212 M1120- 16 15 14 13 4x5 M1120= 3.00 12 2x4 M112011 7x8 M1120= 4x8 M1120= 3x8 M1120- 0-0-0 0-0-0 2-10-13 4-3-8 7-0-0 1 12-2-4 i 16-6-1 20-8-3 25-0-0 28-0-12 32-0-0 2-10-13 1-4-11 2-8-8 5-24 4-3-13 4-2-1 4-3-13 3-0-12 3-114 Plate Offsets(X Y)• [2.0-3-4 Edge] [17:0-5-12,0-5-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) 0.71 17 >536 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) 0.61 17 >626 180 BCLL 10.0 Rep Stress Incr NO WB 0.66 Horz(TL) -0.30 11 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Simplified) Weight:407 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-1-9 oc purlins. T3 2 X 6 SYP DSS,T2 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 4-6-0 oc bracing. BOT CHORD 2 X 6 SYP DSS *Except* B1 2 X 4 SYP No.21),B3 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 *Except* W6 2 X 4 SYP No.2D REACTIONS (Ib/size) 2=2849/0-3-8,11=2849/0-3-8 Max Horz2=155(load case 4) Max U plift2=-2761(load case 4),11=-2760(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16,2-3=-10643/10706,3-4=-7878/8127,4-5=-6892/7165,5-6=-10839/11253,6-7=-7163/7489,7-8=-7163/7489 ,8-9=-4877/5118,9-10=-5529/5745,10-11=-5653/5801,11-12=0/18 BOT CHORD 2-19=-9725/9690,18-19=-9724/9706,17-18=-11093/10852,16-17=0/136,5-17=-785/1137,15-16=0/0, 14-15=-6740/6437,13-14=-6740/6437,11-13=-5084/5041 WEBS 3-19=-2294/2407,3-18=-2809/2747,4-18=-2982/3115,5-18=-4344/4545,15-17=-7639/7483,6-17=-4230/4127, 6-15=-2358/2775,8-15=-749/996,9-13=-2017/2124,10-13=-93/274,8-13=-1983/2367 NOTES (10-11) 1)2-ply truss to be connected together with 10d Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide adequate drainage to prevent water ponding. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2761 Ib uplift at joint 2 and 2760 Ib uplift at joint 11. 8)Girder carries hip end with 7-0-0 end setback. 9)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)539.01b down and 642.01b up at 25-0-0,and 539.01b down and 642.01b up at 7-0-0 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. Continued on page 2 Job Truss Truss Type Qty Pfy FKENER DUPLEX 0401526 T14 ROOF TRUSS 2eference(optional) 6.000 s May 19 2004 MiTek Industries,Inc. Wed Jul 14 06:15:32 2004 Page 2 10)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402, Jacksonville,FI.32224-904.821.5200 11)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-9=-118(F=-64),9-12=-54,2-19=-30,18-19=-30,17-18=-65(F=-35),13-16=-65(F=-35),11-13=-30 Concentrated Loads(lb) Vert:18=-539(F)13=-539(F) 2)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=41,2-4=33,4-9=208(F=125),9-11=56,11-12=25,2-19=-6,18-19=-6,17-18=-13(F=-7),13-16=-13(F=-7)'11-13=-6 Horz:1-2=-49,2-4=-42,9-11=64,11-12=33 Drag:4-5=1(F=1),8-9=-2(F=-1) Concentrated Loads(lb) Vert:18=642(F)13=642(F) 3)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=25,2-4=56,4-9=208(F=125),9-11=33,11-12=41,2-19=-6,18-19=-6,17-18=-13(F=-7),13-16=-13(F=-7),11-13=-6 Horz:1-2=-33,2-4=-64,9-11=42,11-12=49 Drag:4-5=1(F=1),8-9=-2(F=-1) Concentrated Loads(lb) Vert:18=642(F)13=642(F) 4)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=91,2-4=83,4-9=177(F=125),9-11=53,11-12=22,2-19=-6,18-19=-6,17-18=-13(F=-7),13-16=-13(F=-7),11-13=-6 Horz:1-2=-99,2-4=-92,9-11=61,11-12=30 Drag:4-5=1(F=1),8-9=-1(F=-1) Concentrated Loads(lb) Vert:18=642(F)13=642(F) 5)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=22,2-4=53,4-9=177(F=125),9-11=83,11-12=91,2-19=-6,18-19=-6,17-18=-13(F=-7),13-16=-13(F=-7),11-13=-6 Horz:1-2=-30,2-4=-61,9-11=92,11-12=99 Drag:4-5=1(F=1),8-9=-1(F=-1) Concentrated Loads(lb) Vert:18=642(F)13=642(F) 6)1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-9=-118(F=-64),9-12=-14,2-19=-30,18-19=-30,17-18=-65(F=-35),13-16=-65(F=-35),11-13=-30 Concentrated Loads(lb) Vert:18=-539(F)13=-539(F) 7)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-14,4-9=-118(F=-64),9-12=-54,2-19=-30,18-19=-30,17-18=-65(F=-35),13-16=-65(F=-35),11-13=-30 Concentrated Loads(lb) Vert:18=-539(F)13=-539(F) Job Truss Truss Type Qty Ply KESTNER DUPLEX 0401526 T15 ROOF TRUSS 10 1 Job Reference o tional 0-0-0 6.000 s May 19 2004 MiTek Industries,Inc. Wed JI _64&6:15:32 2004 Page 1 -1-4-0 4-0-0 8-0-0 i 1-4-0 4-0-0 4-0-0 1-4-0 Scale=1:17.8 4x5 M1120= 3 6.00 F12 W1 T1 T1 4 2 61 ,d 5 1 6 2x4 M112011 2x4 M1120= 2x4 M1120= 0-0-0 0-0-0 4-0-0 8-0-0 4-0-0 4-0-0 Plate Offsets(X,Y): [2:0-0-0,0-0-0],[3:0-0-0,0-0-0] [4:0-0-0,0-0-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.01 6 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) -0.01 2-6 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Simplified) Weight:33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=407/0-3-8,4=407/0-3-8 Max Horz2=-108(load case 5) Max Uplift2=-400(load case 4),4=-400(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16,2-3=-346/273,3-4=-346/273,4-5=0/16 BOT CHORD 2-6=-159/306,4-6=-159/306 WEBS 3-6=0/116 NOTES (4-5) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 400 Ib uplift at joint 2 and 400 Ib uplift at joint 4. 4)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 5)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply KESTNER DUPLEX 0401526 T2 ROOF TRUSS 2 1 Job Reference(optional) 0-0-0 6.000 s May 19 2004 MiTek Industries,Inc. Wed Jul 14 06:15:V6W4 Page 1 1-4-0, 4-3-8 9-0-0 13-8-0 18-4-0 23-0-0 T 27-8-8 32-0-0 R3-4-Q, 1-4-0 4-3-8 4-8-8 4-8-0 4-8-0 4-8-0 4-8-8 4-3-8 1-4-0 Scale=1:57.7 4x5 M1120= 3x4 M1120= 3x4 M1120= 4x5 MUM= 4 5 6 7 6.00 12 3x4 M1120i W4 5 W W4 3.4 M1120,1 8 d _ 3 � W2 W2 2 9 al 16 15 14 13 12 1'I 10 io 0 1 6x8 MI120= 3z6 MI120= 5x8 MII20= 3.8 MII20= X. MIt20= 3x8 M1120= 3x8 M1120� 3.00 F12 0-0-0 0-0-0 4-3-8 9-0-0 16-0-0 23-0-0 27-8-8 32-0-0 I I 4-3-8 4-8-8 7-0-0 7-0-0 4-8-8 4-3-8 Plate Offsets(X,Y): [2:0-3-4,0-1-8],[9:0-3-4,0-1-8],[13:0-2-12,0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) 0.49 14 >772 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.61 12-14 >627 180 BCLL 10.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.36 9 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Simplified) Weight:158 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-9-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz 2=1 83(load case 4) Max Uplift2=-1102(load case 4),9=-1102(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16,2-3=-4600/3341,3-4=-2657/2069,4-5=-2414/1948,5-6=-2926/2330,6-7=-2414/1921,7-8=-2657/2040, 8-9=-4600/3250,9-10=0/16 BOT CHORD 2-16=-3035/4182,15-16=-2863/3924,14-15=-2143/2859,13-14=-2097/2859,12-13=-209712859,11-12=-2695/3924, 9-11=-2857/4182 WEBS 3-16=-714/1157,3-15=-1604/1378,4-15=-604/939,5-15=-647/645,5-14=-33/182,6-14=-33/182,6-12=-647/645, 7-12=-6001939,8-12=-1604/1276,8-11=-670/1157 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1102 Ib uplift at joint 2 and 1102 Ib uplift at joint 9. 6)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply KESTNER DUPLEX 0401526 T3 ROOF TRUSS 2 1 Job Reference(optional 0-0-0 6.000 s May 19 2004 MiTek Industries,Inc. Wed Jul 14 06:15:�16V4 Page 1 r1-4-01 5-10-15 i 11-0-0 16-0-0 21-0-0 26-1-1 32-0-0 �3-4-Q 1-4-0 5-10-15 5-1-1 5-0-0 5-0-0 5-1-1 5-10-15 1-4-0 Scale=1:57.7 4.8 M1120= 2x4 M112011 4.8 M1120= 4 5 6 6.0012 4x5 M1120i Wq W4 >4x ,1 3 2 8 i 14 t3 12 11 10 8 Ig o 6x8 M1120= 3x4 MII20= 6x12 M1120— 30 M1120= 6x8 MII20= d 3x8 M1120% 3x8 M1120� 3.00 12 0-0-0 0-0-0 4-3-8 11-0-0 16-0-0 21-0-0 27-8-8 32-0-0 4-3-8 6-8-8 5-0-0 5-0-0 6-8-8 4-3-8 Plate Offsets(X,Y): [2:0-3-4,0-1-8],[4:0-5-4 0-2-01 [6:0-5-4,0-2-01,[8:0-3-4,0-1-81 [12:0-5-0,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) 0.40 12 >952 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.51 10-11 >745 180 BCLL 10.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.33 8 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Simplified) Weight:165 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-10-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,8=1415/0-3-8 Max Horz2=214(load case 4) Max Uplift2=-1139(load case 4),8=-1139(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16,2-3=-4564/3175,3-4=-2321/1688,4-5=-2316/1751,5-6=-2316/1751,6-7=-2321/1660,7-8=-4564/2956, 8-9=0/16 BOT CHORD 2-14=-2910/4164,13-14=-2277/3086,12-13=-1335/2092,11-12=-1220/2092,10-11=-1953/3086,8-10=-2491/4164 WEBS 3-14=-866/1513,3-13=-1082/1104,4-13=-358/561,4-12=-361/414,5-12=-263/410,6-12=-361/414,6-11=-334/561, 7-11=-1082/1037,7-10=-735/1513 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1139 Ib uplift at joint 2 and 1139 Ib uplift at joint 8. 6)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply KESTNER DUPLEX 0401526 T4 ROOF TRUSS 2 1 Job Reference(optional) 0-0-0 6.000 s May 19 2004 MiTek Industries,Inc. Wed Jul 14 06:15:�56_V4 Page 1 1-4-0 4-5-4 7-7-5 13-0-0 19-0-0 24-4-11 27-6-12 32-0-0 33-4- 1-4-0 4-5-4 3-2-1 5-4-11 6-0-0 5-4-11 3-2-1 4-5-4 1-4-0 Scale=1:57.7 4x8 MII20= 4x5 M1120- 6.00 12 5 6 5x5 M1120i 5x5 MII20,1 W5 V. 4 7 d 2x4 M1120 I I16 W3 W3 2x4 MII20 11 3 8 2 9 d a 15 14 13 12 71 101,1 d t fix8 MII20= 3x4 M1120= 3x4 M1120= 3.11 M1120= 6.8 MI120= 3x8 M1120� 3x8 M1120� 3.00 F12 0-0-0 0-0-0 4-3-8 13-0-0 19-0-0 27-8-8 32-0-0 4-3-8 8-8-8 6-0-0 8-8-8 4-3-8 Plate Offsets(X,Y): [2:0-3-4,0-1-81,[4:0-2-8,0-3-0],[5:0-5-4,0-2-01,[7:0-2-8,0-3-01,[9:0-3-4,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) -0.46 14-15 >818 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.67 14-15 >571 180 BCLL 10.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.33 9 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Simplified) Weight:165 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-7-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz2=244(load case 4) Max Uplift2=-1171(load case 4),9=-1171(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16,2-3=-4596/3555,3-4=-4521/3661,4-5=-2037/1547,5-6=-1837/1471,6-7=-2037/1497,7-8=-4521/3422, 8-9=-4596/3314,9-10=0/16 BOT CHORD 2-15=-3315/4174,14-15=-1991/2590,13-14=-1099/1837,12-13=-1099/1837,11-12=-1657/2590,9-11=-2845/4174 WEBS 3-15=-63/267,4-15=-1574/1921,4-14=-861/1011,5-14=-410/604,5-12=-151/151,6-12=-361/604,7-12=-861/960, 7-11=-1411/1921,8-11=-63/274 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1171 Ib uplift at joint 2 and 1171 Ib uplift at joint 9. 6)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply KESTNER DUPLEX 0401526 T5 ROOF TRUSS 2 1 Job Reference(optional) 0-0-0 6.000 s May 19 2004 MiTek Industries,Inc. Wed Jul 14 06:15:366-F8 Page 1 r1-4-0, 3-11-12 7-7-5 10-3-5 15-0-0 17-0-0 21-8-11 24-4-11 28-0-4 32-0-0 P3-4-9 1-4-0 3-11-12 3-7-10 2-8-0 4-8-11 2-0-0 4-8-11 2-8-0 3-7-10 3-11-12 1-4-0 S-1.=1:57.0 5x5 M1120= 5x5 M1120= 6 7 6.00 F12 6 W 2x4 M1120 11 2x4 M112011 WS WS 5x5 M1120i 5 8 5x5 MII20-1 4 9 W3 W3 2x4 M1120� 16 2x4 M1120= 3 5x5 M1120= 1 10 18 17 15 14 4x5 M1120= 3.00 F12 4x5 M1120� 2 19 3x8 M1120� 3x8 M1120� 13 11 �1 3.4 M1120� 3z4 M1120� 12 i4o 3x8 M1120� 3z8 M1120� 0-0-0 0-0-0 5-6-10 10-3-5 16-0-0 1 21-8-11 26-5-6 32-0-0 5-6-10 4-8-11 5-8-11 5-8-11 4-8-11 5-6-10 Plate Offsets(X,Y): [2:0-3-8,0-1-8],[4:0-2-8,0-3-0],[6:0-2-8,0-2-4],[7:0-2-8 0-2-4] [9:0-2-8,0-3-0],[11:0-3-8,0-1-81,[14:0-2-8 Edge] [18:0-2-8 Ed e] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.64 17 >596 240 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.73 16-17 >521 180 BCLL 10.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.51 11 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Simplified) Weight:167 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-5-12 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-17,7-15 REACTIONS (Ib/size) 2=1415/0-3-8,11=1415/0-3-8 Max Horz2=275(load case 4) Max Uplift2=-1199(load case 4),11=-1199(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16,2-3=-4517/3744,3-4=-4390/3527,4-5=-3834/2996,5-6=-3836/3189,6-7=-2911/2157,7-8=-3836/2899, 8-9=-3834/2705,9-10=-4390/3250,10-11=-4517/3475,11-12=0/16 BOTCHORD 2-19=-3523/4097,18-19=-3038/3861,17-18=-3038/3861,16-17=-1656/27a4,15-16=-1584/2784,14-15=-2493/3861, 13-14=-2493/3861,11-13=-2996/4097 WEBS 3-19=-75/333,4-19=-247/310,4-17=-363/522,5-17=-208/401,6-17=-1275/1077,6-16=-380/790,7-16=-520/790, 7-15=-1281/1077,8-15=-208/400,9-15=-363/527,9-13=-258/310,10-13=-75/345 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,11 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1199 Ib uplift at joint 2 and 1199 Ib uplift at joint 11. 6)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply KESTNER DUPLEX 0401526 T6 ROOF TRUSS 14 1 Job Reference(optional) 0-0-0 6.000 s May 19 2004 MiTek Industries,Inc. Wed Jul 14 06:15:376-T8 Page 1 r1-4-0 4-7-7 7-7-5 12-2-8 16-0-0 19-9-8 24-4-11 27-4-9 32-0-0 33-4-9 I �T 1-4-0 4-7-7 2-11-14 4-7-2 3-9-8 3-9-8 4-7-2 2-11-14 4-7-7 1-4-0 Scale=1'57.0 4x5 M1120= 6 6.0012 3x4 M1120i I V1 3x4 M1120� 5 7 W5 W5 5x5 M11201, W4 W4 5x5 M1120,1 • 4 8 2x4 M1120�z W3 W3 2x4 M11201- 14 3 5.8 M1120= 9 i 15 13 5x5 M1120� 3.00 F12 5x5 M1120� 2 6 12 10 bl'1 3x4 M1120� 3x4 M1120� 11 d I� 3x8 M1120� 3x8 M1120� 0-0-0 0-0-0 5-10-10 9-7-12 16-0-0 22-4-4 26-1-6 32-0-0 5-10-10 3-9-2 6-4-4 6-4-4 3-9-2 5-10-10 Plate Offsets(X,Y): [2:0-3-8,0-1-8],[4:0-2-8,0-3-0],[8:0-2-8,0-3-0],[10:0-3-8,0-1-8],[13:0-2-8,0-3-0],[15:0-2-8,0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.66 14 >579 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.76 14-15 >503 180 BCLL 10.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.53 10 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Simplified) Weight:158 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-7 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 3-5-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,10=1415/0-3-8 Max Horz2=290(load case 4) Max Uplift2=-1211(load case 4),10=-1211(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16,2-3=-4513/3755,3-4=-4385/3613,4-5=-3861/3102,5-6=-2873/2145,6-7=-2873/2177,7-8=-3861/2796, 8-9=-4385/3319,9-10=-4513/3465,10-11=0/16 BOTCHORD 2-16=-3540/4104,15-16=-3111/3876,14-15=-2281/3199,13-14=-1994/3199,12-13=-2536/3876,10-12=-2979/4104 WEBS 3-16=-90/300,4-16=-281/306,4-15=-383/576,5-15=-596/644,5-14=-626/833,6-14=-1675/2365,7-14=-626/836, 7-13=-602/644,8-13=-383/581,8-12=-291/306,9-12=-90/310 NOTES (5-6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3)Bearing at joint(s)2,10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1211 Ib uplift at joint 2 and 1211 Ib uplift at joint 10. 5)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 6)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply KESTNER DUPLEX 0401526 T7 ROOF TRUSS 4 1 �Job Reference(optional) 0-0-0 6.000 s May 19 2004 MiTek Industreb4c. Wed Jul 14 06:15:38 2004 Page 1 r1-4-01 5-10-10 10-11-5 16-0-0 20-10-4 25-8-8 28-7-0 32-0-0 R3-4-q i 1-4-0 5-10-10 5-0-11 5-0-11 4-10-4 4-10-4 2-10-8 3-5-0 14-0 Scala=1:57.0 4x5 M1120= 6 6.00 12 3.4 MI120i 4.8 M1120�1 5 7 W4 W6 4.5 MII20 i 3x4 M1120� 3x4 M1120i 4 8 2x4 M112011 3 W2 9 15 4x5 M1120 5x8 MI120= W9 10 16 17 3x4 41120� 3x4 M1120� 3.00 12 W 2 18 4.12 M1120 .14 11 1 20 M112011 as12 ig 3x4 M1120— 4.5 M1120= 13 7x8 M1120= 0-0-0 0-0-0 5-10-10 10-11-5 16-0-0 25-8-8 26F9-0 32-0-0 5-10-10 5-0-11 5-0-11 9-8-8 0-3-8 6-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) -0.57 14-15 >539 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.85 14-15 >363 180 BCLL 10.0 Rep Stress Incr YES WB 0.84 Horz(TL) -0.19 13 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Simplified) Weight:162 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 4-1-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 7-14 REACTIONS (Ib/size) 13=1751/0-3-8,2=1083/0-3-8 Max Horz 2=291(load case 4) Max Uplift13=-1756(load case 5),2=-994(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16,2-3=-3114/2689,3-4=-2320/1985,4-5=-2320/1985,5-6=-1442/1178,6-7=-1442/1221,7-8=-1938/1394, 8-9=-1938/1394,9-10=-2134/1394,10-11=-794/561,11-12=0/16 BOT CHORD 2-18=-2547/2842,17-18=-2547/2842,16-17=-2547/2842,15-16=-1661/2139,14-15=-511/790,13-14=-1949/2148, 9-14=-207/407,11-13=-499/848 WEBS 3-18=0/162,3-16=-689/861,5-16=-238/367,5-15=-825/999,6-15=-729/1016,7-15=-231/547,7-14=-2633/2355, 10-14=-1250/2199,10-13=-980/577 NOTES (5-6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;partially;MWFRS gable end zone;cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1756 Ib uplift at joint 13 and 994 Ib uplift at joint 2. 5)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 6)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCS]1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply KESTNER DUPLEX 0401526 T8 ROOF TRUSS 6 1 Job Reference o tional 0-0-0 6.000 s May 19 2004 MiTek Industr"-plc. Wed Jul 14 06:15:39 2004 Page 1 1-4-0+ 4-3-8 10-1-12 16-0-0 20-10-4 25-8-8 28-7-0 32-0-0 P3-4-9 1-4-0 4-3-8 5-10-4 5-10-4 4-10-4 4-10-4 2-10-8 3-5-0 1-4-0 Scale=1:57.0 4x5 M1120= fi 6.00 12 4x8 M1120� 3x4 M1120 i 7 W5 3x4 M1120i 5 W3 3x4 MI120,1 4 8 2x4 M112011 g 4x5 M1120i W1 15 4x5 M1120,1 3 5x8 M1120= W 10 16 4.5 M1120� W p 3.00 12 6x12 M1120" 11 ry %5 M1120� yl'1 12 to 3x4 MII20= 3,4 M1120— 18 13 3x8 M112011 7x8 M1120= 0-0-0 0-0-0 4-0-0 4-,3r8 10-1-12 16-016-0 0 25-8-8 26F9-0 32-0-0 4-0-0 0-3-8 5-10-4 5-10-4 9-8-8 0-3-8 6-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.16 14-15 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.23 14-15 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.12 13 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:165 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 4-4-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 7-14 REACTIONS (Ib/size) 18=1289/0-3-8,13=1550/0-3-8 Max Horz 18=291(load case 4) Max Uplift18=-1354(load case 4),13=-1646(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32,2-3=-766/573,3-4=-1237/821,4-5=-1155/842,5-6=-1043/674,6-7=-1024/720,7-8=-1858/1187, 8-9=-1868/1078,9-10=-2095/1320,10-11=-760/556,11-12=0/32 BOT CHORD 2-18=-445/808,17-18=-1254/1323,3-17=-985/1115,16-17=-648/1025,15-16=-660/1096,14-15=-189/592, 13-14=-1674/2006,9-14=-311/463,11-13=-447/802 WEBS 3-16=-1433/1634,5-16=-189/338,5-15=-204/433,6-15=-230/562,7-15=-168/346,7-14=-2006/2061, 10-14=-1070/2131,10-13=-909/424 NOTES (4-5) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1354 Ib uplift at joint 18 and 1646 Ib uplift at joint 13. 4)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 5)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply KESTNER DUPLEX 0401526 T9 ROOF TRUSS 8 1 Job Reference o tional 0-0-0 6.000 s May 19 2004 MiTek Industries,Inc. Wed Jul 14 06:15:396W6 Page 1 1-4-0 4-3-8 4-3-8 7-7-5 12-2-4 16-0-0 21-1-13 26-3-11 32-0-0 33-4-q 1-4-0 4-3-8 3-3-13 4-6-15 3-9-12 5-1-13 5-1-13 5-8-5 1-4-0 Scale=1:57.0 4x5 M1120= 6 6.00 f12 2x4 M112011 5 3x4 M1120- 7 5x5 M1120i W4 3x4 MII20� 4 8 2x4 M1120// 2x4 M112011 W7 8 9 W3 3 W W5 2 7 6x12 M1120= 1 140 1 6.8 MII20= 3x8 M1120� 15 14 13 12 4x5 M1120= 3.00 F12 2x4 M112011 3x8 M1120= 3x4 M1120=3x4 M1120= 0-0-0 0-0-0 4-3-8 12-2-4 16-0-0 23-8-12 32-0-0 4-3-8 7-10-12 3-9-12 7-8-12 8-3-4 Plate Offsets(X,Y): [2:0-3-4,0-1-8),14:0-1-12,0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) -0.47 16-17 >804 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.68 16-17 >557 180 BCLL 10.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.21 10 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Simplified) Weight:183 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-5-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-16 REACTIONS (Ib/size) 2=1415/0-3-8,10=1415/0-3-8 Max Horz 2=291(load case 4) Max Uplift2=-121 1(load case 4),10=-1211(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16,2-3=-4596/3758,3-4=-4521/3861,4-5=-2146/1757,5-6=-2146/1973,6-7=-1479/1344,7-8=-2105/1761, 8-9=-2105/1761,9-10=-2301/1882,10-11=0/16 BOT CHORD 2-17=-3547/4174,16-17=-2156/2604,15-16=0/57,5-16=-228/448,14-15=0/0,13-14=-1078/1693,12-13=-1078/1693, 10-12=-1474/2041 WEBS 3-17=-69/261,4-17=-1654/1903,4-16=-794/949,14-16=-794/1363,6-16=-1234/1301,6-14=-386/314,7-14=-551/738, 7-12=-350/450,9-12=-236/500 NOTES (5-6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1211 Ib uplift at joint 2 and 1211 Ib uplift at joint 10. 5)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 6)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply KESTNER DUPLEX 0401526 VCJ2 ROOF TRUSS 6 1 _ Job Reference o tional 0-0-0 6.000 s May 19 2004 MiTek Industries,Inc. Wed Jul 14 06:15:40 2 _'_lfege 1 -1-10-10 3-5-4 5-10-9 9-9-5 911,Or13 1-10-10 3-5-4 2-5-6 3-10-11 0-1-8 Scale=1:20.1 4 3x4 M1120 3 4.24 F12 W2 T1 B2 T 6 5 2 5x5 M1120= d 3x4 MI120= 2.12 F12 3x4 M1120 1-0-0 0-0-0 3-5-15 3-5-4 6-0-1 9-10-0 9-1q-13 3-5-4 2-6-13 3-9-15 0-0-13 Plate Offsets(X Y): [2:0-0-12,0-1-8) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) 0.08 2-7 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.07 2-7 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.34 Horz(TL) -0.03 6 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-8-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=181/Mechanical,2=463/0-3-8,6=491/Mechanical Max Horz2=473(load case 2) Max Uplift4=-337(load case 2),2=-415(load case 2),6=-404(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31,2-3=-1253/935,3-4=-133/44 BOT CHORD 2-7=-1251/1180,6-7=-1217/1098,5-6=0/0 WEBS 3-7=-144/408,3-6=-1159/1284 NOTES (7-9) 1)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 337 lb uplift at joint 4,415 lb uplift at joint 2 and 404 Ib uplift at joint 6. 5)Girder carries hip end with 7-0-0 end setback. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)Use SIMPSON LS30 at joint#4,#5 to attach jack truss to girder. 8)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 9)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54 Trapezoidal Loads(plf) Vert:2=-2(F=26,B=26)-to-4=-134(F=-40,13=40),2=0(F=15,B=15)-to-7=-45(F=-7,B=-7),7=-45(F=-7,B=-7)-to-5=-74(F=-22 ,B=-22) Job Truss Truss Type Qty Ply KESTNER DUPLEX 0401526 VJ4 ROOF TRUSS 26 1 Job Reference(optional) 0-0-0 6.000 s May 19 2004 MiTek Industries,Inc. Wed Jul 894:15:412004 2004 Page 1 -1-4-0 4-5-4 7-0-0 1-4-0 4-5-4 2-6-12 4 Scale=1:17.2 3x4 M1120i 3 6.00 12 W W2 T1 B2 B1 6 5 2 5x5 M1120= d 3x4 M1120= 3.00 12 i 3-5-8 0- 3.4 M1120� 1-0-0 4-3-8 7-0-0 4-3-8 2-8-8 Plate Offsets(X,Y): [2:0-1-15,0-1-8],[3:0-0-0,0-0-0] [5:0-0-0,0-0-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) 0.02 6 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.03 2-6 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.14 Horz(TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC20011ANSI95 (Matrix) Weight:30 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=44/Mechanical,2=378/0-3-8,5=232/Mechanical Max Horz 2=386(load case 4) Max Uplift4=-80(load case 4),2=-336(load case 4),5=-248(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31,2-3=-515/351,3-4=-45/14 BOT CHORD 2-6=-541/430,5-6=-510/382 WEBS 3-6=-111/205,3-5=-428/571 NOTES (5-7) 1)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 80 Ib uplift at joint 4,336 Ib uplift at joint 2 and 248 Ib uplift at joint 5. 5)Use SIMPSON LS30 at joint#5 to attach jack truss to girder. 6)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty �Ply �KESTNERDUPLEX 0401526 �VJ5 ROOF TRUSS 12 1 Job Reference(optional) 2-5-8 0-0-0 6.000 s May 19 2004 MiTek Industries,Inc. Wed Jul 1.f1 efb15:41 2004 Page 1 -1-4-0 5-0-0 1-4-0 5-0-0 3 Scale=1:13.2 d 6.00 12 17 T1 02 B1 5 4 2 3x4 M1120= d 3.00 12 1 2-5-8 0- 3x4 M1120� 1-0-0 4-3-8 5-0-0 4-3-8 0-8-8 Plate Offsets(X,Y): [2:0-1-15,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.02 2-5 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.03 2-5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 3=119/Mechanical,2=357/0-3-8,4=10/Mechanical Max Horz3=105(load case 4),2=283(load case 1),4=-289(load case 1) Max Uplift3=-178(load case 4),2=-333(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31,2-3=-61/48 BOT CHORD 2-5=-310/0,4-5=-289/0 NOTES (6-7) 1)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 178 Ib uplift at joint 3 and 333 Ib uplift at joint 2. 5)Non Standard bearing condition. Review required. 6)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss ,Truss Type Qty 'Ply KESTNER DUPLEX 0401526 VJ6 ROOF TRUSS 12 1 1-5-8 Job Reference(optionag 0-0-0 6.000 s May 19 2004 MiTek Industries,Inc. Wed J011F15:42 2004 Page 1 1-4-0 —3-0-0- 1-4-0 3-0-0 1 scale=1'9.4 6.00 12I, r� ri / 2 a1 i� 4 3.00 12 3.4 M1120 l — 158 0-0-0 0-7-12 --- ---- 3-0-0 3-0-0 Plate Offsets(X Y):_j2:0-1-15,0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) -0.00 2-4 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.00 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=52/Mechanical,2=224/0-3-8,4=42/Mechanical Max Horz2=203(load case 4) Max Uplift3=-109(load case 4),2=-254(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31,2-3=-64/18 BOT CHORD 2-4=-8/8 NOTES (5-6) 1)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 109 Ib uplift at joint 3 and 254 Ib uplift at joint 2. 5)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 6)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply KESTNER DUPLEX 0-1-12 0401526 i VJ7 ROOF TRUSS 12 t Job Reference(optional) 0-0 Fa000 s May 19 2004 MiTek Industries,Inc. WeVsl 14 06:15:42 2004 Page 1 3 -1-4-0 1-0-0 1-4-0 1-0-0 Scale='1:5.6 2 6.00 12 1 T1 U4 M1120% 3.00 12 4 5 1 0-1-12 0-0-0 0-5-8 0-11-2 1-0-p 0-11-2 0-0-14 Plate Offsets(X Y): [2:0-1-15,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.14 Vert(LL) -0.00 2 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) -0.00 2 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:6lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 3=-32/Mechanical,2=173/0-3-8,5=19/Mechanical Max Horz 2=1 14(load case 4) Max Uplift3=-32(load case 1),2=-264(load case 4) Max Grav3=58(load case 4),2=173(load case 1),5=19(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30,2-3=-44/30 BOT CHORD 2-5=-3/3,4-5=-1/0 NOTES (5-6) 1)Wind:ASCE 7-98;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 Ib uplift at joint 3 and 264 Ib uplift at joint 2. 5)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No. 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 6)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing, including BCS]1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard