Job 16033376 Truss A1 Truss Type ROOF TRUSS Qty 5 Ply 1 THE ANSLEY ELEV A Job Reference (optional) 7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:08:45 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC ID:P6x432Xk1NWbZuC6T6gBunzoXxZ-iD1Rb0d_5_bFxnirQ02EJJMOCHrn_Cqg?RjKnPzR5Qm Scale = 1:88.8 T2 T3 T2 B1 B4 B3 B4 B5 W1 W3 W10 W11 W12 W1 HW1 HW2 W5 W2 W8 W9 W7 T1 T4 T5 B3 W6 W4 A B C D E F G H I J T SR Q P O N M L K W X AF AG AH AI AJ 5x8 7x6 7x8 5x6 7x8 5x6 5x10 3x4 5x4 5x8 3x4 5x6 5x8 5x4 5x4 5x4 7x8 5x8 8-0-0 6-4-4 7-5-8 7-5-8 13-1-6 5-7-14 13-7-8 0-6-3 21-1-6 7-5-13 30-8-8 9-7-3 32-4-4 1-7-12 36-6-8 4-2-4 43-6-0 6-11-8 7-5-8 7-5-8 13-1-6 5-7-14 21-1-6 8-0-0 30-10-11 9-9-5 32-4-4 1-5-10 36-6-8 4-2-4 43-6-0 6-11-8 44-4-8 0-10-8 0-7-4 10-3-5 10-5-4 0-11-12 1-9-0 10-3-5 9.00 12 Plate Offsets (X,Y)-- [B:0-4-0,0-3-0], [D:0-4-0,0-4-8], [E:0-5-12,Edge], [G:0-3-0,0-3-0], [I:0-6-14,0-0-8], [N:0-4-0,0-2-12], [P:0-2-0,0-2-8], [Q:0-4-0,0-3-4], [W:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix-M) 0.72 0.75 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.19 -0.36 0.19 -0.04 (loc) N-P N-P L P-Q l/defl >999 >999 n/a 2542 L/d 240 180 n/a 360 PLATES MT20 Weight: 344 lb FT = 4% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* T3,T4: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B4: 2x4 SP No.3, B3: 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.2 SLIDER Right 2x6 SP No.2 1-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins, except 2-0-0 oc purlins (5-2-3 max.): C-E. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-6-1 oc bracing: A-T. WEBS 1 Row at midpt E-N, E-P, D-W 2 Rows at 1/3 pts F-L JOINTS 1 Brace at Jt(s): X REACTIONS. (lb/size) A=1566/Mechanical, I=427/0-3-8, L=2473/0-3-8 Max Horz A=-478(LC 3) Max UpliftA=-544(LC 5), I=-546(LC 6), L=-575(LC 4) FORCES. (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=-2180/742, B-C=-1974/901, C-D=-1447/795, D-E=-1480/709, E-F=-176/745, F-G=-135/680, G-H=-202/619, H-I=-319/0, I-J=0/31 BOT CHORD A-AF=-753/1643, T-AF=-753/1643, S-T=-11/19, R-S=0/0, P-Q=-645/1483, O-P=-77/118, O-AG=-77/118, AG-AH=-77/118, N-AH=-77/118, M-AI=0/0, L-AI=0/0, K-L=-238/162, K-AJ=-238/163, I-AJ=-238/163 WEBS B-T=-116/225, B-Q=-534/407, E-N=-1723/944, L-N=-1965/750, F-N=-134/96, G-L=-520/410, G-K=0/255, Q-S=0/110, Q-W=-316/741, C-W=-325/813, Q-T=-773/1667, P-X=-717/681, D-X=-677/708, E-P=-772/1858, W-X=-56/37, D-W=-502/1380, B-W=-445/1455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x5 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Ceiling dead load (5.0 psf) on member(s). W-X 8) Bottom chord live load (20.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. P-Q 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 544 lb uplift at joint A, 546 lb uplift at joint I and 575 lb uplift at joint L. 10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard Reviewed For Code Compliance
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Transcript
Job
16033376
Truss
A1
Truss Type
ROOF TRUSS
Qty
5
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:08:45 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) All plates are 2x5 MT20 unless otherwise indicated.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.7) Ceiling dead load (5.0 psf) on member(s). W-X8) Bottom chord live load (20.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. P-Q9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 544 lb uplift at joint A, 546 lb uplift at joint I and 575 lb uplift at joint
L.10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
A2
Truss Type
ROOF TRUSS
Qty
2
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:08:46 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.6) Ceiling dead load (5.0 psf) on member(s). R-S7) Bottom chord live load (20.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. O-P8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 493 lb uplift at joint A, 1408 lb uplift at joint K and 321 lb uplift at
joint I.9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
A3
Truss Type
Piggyback Base
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:08:50 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 420 lb uplift at joint A, 852 lb uplift at joint J and 221 lb uplift at joint
H.7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
A4
Truss Type
Piggyback Base
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:08:52 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint A, 275 lb uplift at joint J and 902 lb uplift at joint
O.7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
A5
Truss Type
Hip
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:08:53 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint P, 305 lb uplift at joint H and 825 lb uplift at
joint L.7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
A6
Truss Type
Hip
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:08:55 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 318 lb uplift at joint O, 251 lb uplift at joint H and 922 lb uplift at
joint L.7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
A7
Truss Type
Hip
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:08:56 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint P, 203 lb uplift at joint H and 980 lb uplift at
joint L.7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
A8
Truss Type
Roof Special Girder
Qty
1
Ply
2THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:00 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES- (12)1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections havebeen provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) Provide adequate drainage to prevent water ponding.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1642 lb uplift at joint S, 3000 lb uplift at joint O and 644 lb uplift at
joint J.8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 107 lb down and 212 lb up at 0-8-12, 116 lb down and
210 lb up at 2-8-12, 116 lb down and 210 lb up at 4-8-12, 116 lb down and 210 lb up at 6-8-12, 116 lb down and 210 lb up at 8-8-12, 116 lb down and 210lb up at 10-8-12, 116 lb down and 210 lb up at 12-8-12, 116 lb down and 210 lb up at 14-8-12, 116 lb down and 210 lb up at 16-8-12, 116 lb down and 210lb up at 18-8-12, 116 lb down and 210 lb up at 20-8-12, 116 lb down and 210 lb up at 22-8-12, 116 lb down and 194 lb up at 24-8-12, 116 lb down and 194lb up at 26-8-12, 116 lb down and 194 lb up at 28-8-12, and 116 lb down and 194 lb up at 30-8-12, and 95 lb down and 190 lb up at 32-8-11 on top chord,and 62 lb down and 42 lb up at 0-8-12, 54 lb down and 45 lb up at 2-8-12, 54 lb down and 45 lb up at 4-8-12, 54 lb down and 45 lb up at 6-8-12, 54 lb downand 45 lb up at 8-8-12, 54 lb down and 45 lb up at 10-8-12, 54 lb down and 45 lb up at 12-8-12, 54 lb down and 45 lb up at 14-8-12, 54 lb down and 45 lbup at 16-8-12, 54 lb down and 45 lb up at 18-8-12, 54 lb down and 45 lb up at 20-8-12, 54 lb down and 45 lb up at 22-8-12, 49 lb down and 60 lb up at 24-8-12, 49 lb down and 60 lb up at 26-8-12, 49 lb down and 60 lb up at 28-8-12, and 49 lb down and 60 lb up at 30-8-12, and 49 lb down and 60 lb up at 32-7-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
Continued on page 2
Reviewed For Code Compliance
Job
16033376
Truss
A8
Truss Type
Roof Special Girder
Qty
1
Ply
2THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:00 2016 Page 2 UFP Mid Atlantic LLC, Burlington, NC
ID:P6x432Xk1NWbZuC6T6gBunzoXxZ-l6R5l8oPZbU7E5LkpfplQUU0ZK49?42uRGrdp1zR5QX12) A14,A15 CONNECTION: Right end cuts of top and bottom chords to butt to face of supporting members. Depth of end cut must not extend more than 1" below the face of supporting member. Use three
16d common toenails (two in one face & one in opp. face) top and bottom, installed per NDS, 1-1/8" from end of chord at 30� to face.
LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x5 MT20 unless otherwise indicated.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.8) Ceiling dead load (5.0 psf) on member(s). Z-AA9) Bottom chord live load (20.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. T-U, S-T10) Provide metal plate or equivalent at bearing(s) Y to support reaction shown.11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 833 lb uplift at joint Y, 280 lb uplift at joint K and 599 lb uplift at
joint N.12) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.13) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.15) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
A9A
Truss Type
Piggyback Base
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:04 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001 lb uplift at joint R, 468 lb uplift at joint L and 432 lb uplift at
joint I.8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
A10
Truss Type
Roof Special
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:05 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1045 lb uplift at joint Q, 525 lb uplift at joint K and 436 lb uplift at
joint I.8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
A11
Truss Type
Roof Special
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:07 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 200 lb uplift at joint L, 990 lb uplift at joint W and 747 lb uplift at
joint N.7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
A12
Truss Type
Roof Special
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:09 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint M, 947 lb uplift at joint W and 1103 lb uplift at
joint O.8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
A13
Truss Type
Roof Special Girder
Qty
1
Ply
2THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:14 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections havebeen provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) Provide adequate drainage to prevent water ponding.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 853 lb uplift at joint N, 2877 lb uplift at joint Y and 4757 lb uplift at
joint P.8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails. For more details refer to MiTek's ST-TOENAIL Detail.
LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
NOTES-1) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint E, 226 lb uplift at joint C and 33 lb uplift at joint
D.5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
A15
Truss Type
Jack-Open
Qty
5
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:19 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint H, 211 lb uplift at joint D and 48 lb uplift at joint
E.5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
A16
Truss Type
Jack-Open
Qty
4
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:20 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint H, 197 lb uplift at joint D and 62 lb uplift at joint
E.5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
A17
Truss Type
Half Hip
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:22 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint D, 107 lb uplift at joint G and 96 lb uplift at joint
E.7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
A18
Truss Type
Half Hip Girder
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:23 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint D, 204 lb uplift at joint G and 43 lb uplift at joint
E.7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails. For more details refer to MiTek's ST-TOENAIL Detail. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 54 lb up at 1-7-13 on top chord. The
design/selection of such connection device(s) is the responsibility of others.12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
NOTES-1) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint E, 75 lb uplift at joint C and 21 lb uplift at joint D.5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
B1
Truss Type
COMMON
Qty
8
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:26 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.5) Ceiling dead load (5.0 psf) on member(s). D-E, G-H, E-O, G-O6) Bottom chord live load (20.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. M-N7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 370 lb uplift at joint B and 370 lb uplift at joint J.8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
B2
Truss Type
GABLE
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:28 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Truss designed for wind loads in the plane of the truss only.4) All plates are 1.5x3 MT20 unless otherwise indicated.5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).7) Gable studs spaced at 2-0-0 oc.8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint AB, 216 lb uplift at joint P, 234 lb uplift at joint
X, 167 lb uplift at joint Y, 140 lb uplift at joint Z, 383 lb uplift at joint AA, 238 lb uplift at joint U, 166 lb uplift at joint T, 142 lb uplift at joint R and 368 lb uplift atjoint Q.
11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
B3
Truss Type
COMMON
Qty
3
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:29 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.5) Ceiling dead load (5.0 psf) on member(s). D-E, G-H, E-N, G-N6) Bottom chord live load (20.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. L-M7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 301 lb uplift at joint J and 370 lb uplift at joint B.8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
C1
Truss Type
Scissor
Qty
6
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:31 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.5) Bearing at joint(s) G, E considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 197 lb uplift at joint G and 288 lb uplift at joint E.7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
C1G
Truss Type
GABLE
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:32 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Truss designed for wind loads in the plane of the truss only.4) All plates are 1.5x3 MT20 unless otherwise indicated.5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).6) Gable studs spaced at 2-0-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.9) Bearing at joint(s) T, L, S, M considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing
surface.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint T, 174 lb uplift at joint L, 483 lb uplift at joint S
and 469 lb uplift at joint M.11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
D1
Truss Type
ROOF SPECIAL GIRDER
Qty
1
Ply
2THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:35 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections havebeen 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 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.605) Provide adequate drainage to prevent water ponding.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2245 lb uplift at joint M and 1697 lb uplift at joint F.9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) Girder carries hip end with 7-10-0 right side setback, 7-10-0 left side setback, and 6-0-0 end setback.11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.13) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 6-0-0 oc max. starting at 0-1-12 from the left end to 8-4-4 to
connect truss(es) A3 (1 ply 2x4 SP), A4 (1 ply 2x4 SP), A7 (1 ply 2x4 SP) to front face of bottom chord. 14) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 4-4-4 from the left end to 6-4-4 to
connect truss(es) A5 (1 ply 2x4 SP), A6 (1 ply 2x4 SP) to front face of bottom chord. 15) Use USP THD26-2 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 10-3-8 from the left end to connect truss(es) A8 (2 ply 2x6 SP) to front
face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber.17) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 705 lb down and 749 lb up at 7-10-0 on top chord. The
design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
Continued on page 2
Reviewed For Code Compliance
Job
16033376
Truss
D1
Truss Type
ROOF SPECIAL GIRDER
Qty
1
Ply
2THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:35 2016 Page 2 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.602) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 207 lb uplift at joint D and 66 lb uplift at joint E.5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
PA1
Truss Type
Piggyback
Qty
6
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:38 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES- (8)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.6) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Piggyback cap bottom chord to be attached to 2x4 purlins located at each end of cap bottom chord and at 24" oc max spacing with two 16d nails each.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
PA2
Truss Type
Piggyback
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:40 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES- (10)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.10) Piggyback cap bottom chord to be attached to 2x4 purlins located at each end of cap bottom chord and at 24" oc max spacing with two 16d nails each.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
PA3
Truss Type
Piggyback
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:41 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES- (10)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.10) Piggyback cap bottom chord to be attached to 2x4 purlins located at each end of cap bottom chord and at 24" oc max spacing with two 16d nails each.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
PA4
Truss Type
Piggyback
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:43 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES- (10)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.10) Piggyback cap bottom chord to be attached to 2x4 purlins located at each end of cap bottom chord and at 24" oc max spacing with two 16d nails each.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
PA5
Truss Type
Piggyback
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:44 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) All plates are 2x3 MT20 unless otherwise indicated.5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
PA6
Truss Type
Piggyback
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:46 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) All plates are 2x3 MT20 unless otherwise indicated.5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
PA7
Truss Type
Piggyback
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:48 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) All plates are 2x3 MT20 unless otherwise indicated.5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 lb uplift at joint V, 25 lb uplift at joint K, 102 lb uplift at joint L,
230 lb uplift at joint M, 201 lb uplift at joint N, 209 lb uplift at joint P, 207 lb uplift at joint Q, 206 lb uplift at joint R, 213 lb uplift at joint T and 243 lb uplift at jointU.
9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) See standard piggyback truss connection detail for connection to base truss.12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
V1
Truss Type
VALLEY
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:49 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.602) All plates are 1.5x3 MT20 unless otherwise indicated.3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint G, 378 lb uplift at joint H, 292 lb uplift at joint J
and 470 lb uplift at joint K.6) Non Standard bearing condition. Review required.7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
V2
Truss Type
VALLEY
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:51 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.602) All plates are 1.5x3 MT20 unless otherwise indicated.3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint G, 368 lb uplift at joint H, 332 lb uplift at joint I,
354 lb uplift at joint J and 14 lb uplift at joint A.7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
V3
Truss Type
VALLEY
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:52 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.602) All plates are 1.5x3 MT20 unless otherwise indicated.3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint G, 364 lb uplift at joint H, 345 lb uplift at joint I,
286 lb uplift at joint J and 44 lb uplift at joint A.7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
V4
Truss Type
VALLEY
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:54 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.602) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint E, 357 lb uplift at joint F and 370 lb uplift at
joint G.5) Non Standard bearing condition. Review required.6) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
V5
Truss Type
Valley
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:55 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint A, 152 lb uplift at joint E, 380 lb uplift at joint F
and 283 lb uplift at joint G.6) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
V6
Truss Type
Valley
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:57 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10.0psf.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint A, 127 lb uplift at joint D and 430 lb uplift at joint
E.6) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
V7
Truss Type
Valley
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:09:58 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint A, 117 lb uplift at joint D and 348 lb uplift at joint
E.6) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
V8
Truss Type
Valley
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:10:00 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint A and 140 lb uplift at joint C.6) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Reviewed For Code Compliance
Job
16033376
Truss
V9
Truss Type
Valley
Qty
1
Ply
1THE ANSLEY ELEV A
Job Reference (optional)7.640 s Feb 22 2016 MiTek Industries, Inc. Wed Apr 13 16:10:01 2016 Page 1 UFP Mid Atlantic LLC, Burlington, NC
NOTES-1) Wind: ASCE 7-05; 130mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed
; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint A and 84 lb uplift at joint C.6) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.