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HomeMy WebLinkAboutTibbets LumberTibbetts Lumber To: Reaction 2820 Kirby Circle NE Valued Customer Palm Bay, FL 32905 Job Number: 510662 (321) 409-9800 Fax: (321) 409-9803 Page: 1 Date: 12/16/20 16:35:16 Project: Alford Residence Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: 000000001 Designer: / Name: Phone: Salesperson: Inside Sales Fax: F. Fort Pierce, FL Quote Number: 510662 P.O. Number: Qty: Truss Id: Span: Truss Type: Slope Reactions: 1 Al 37-07-00 ROOF SPECIAL 0.00 Joint 11 Joint 22 2,916 2,939 -1,389 -1,467 1 A2 37-07-00 HALF HIP 5.00 Joint 10 Joint 20 1,379 1,379 -622 -616 1 A3 37-07-00 HALF HIP 5.00 Joint 10 Joint 19 1,379 1,379 -627 -611 37-07-00 Joint 9 Joint 14 1 A4 ROOF SPECIAL 5.00 1,553 1,585 -622 -616 37-07-00 Joint 9 Joint 14 A5 ROOF SPECIAL 5.00 1,590 1,580 -618 -620 37-07-00 Joint 11 Joint 20 1 A6 ROOF SPECIAL 5.00 1,624 1,536 -614 -62s 37-07-00 Joint 10 Joint 19 1 A7 ROOF SPECIAL 5.00 1,390 1,390 -610 -626 37-07-00 Joint 10 Joint 20 1 A8 ROOF SPECIAL 5.00 1,390 1,390 -610 -626 29-11-00 Joint 17 Joint 18 1 A9 ROOF SPECIAL 5.00 1,093 1,063 -470 -487 29-11-00 Joint 17 Joint 27 1 A10 ROOF SPECIAL 5.00 1,090 1,057 -459 -504 29-11-00 Joint 27 Joint 28 1 All ROOF SPECIAL 5.00 1,084 1.051 -449 -509 29-11-00 Joint 1 Joint 17 1 Al2 HALF HIP 5.00 1,095 1.062 -463 -505 38-00-00 Joint 2 Joint 10 1 A13 HIP GIRDER 5.00 1,477 1,471 -729 -729 38-00-00 Joint 2 Joint 9 1 A14 HIP 5.00 1,478 1,478 -729 -729 38-00-00 Joint 2 Joint 12 1 A15 HIP GIRDER 5.00 3,015 3.040 -1,589 -1,616 21-11-00 Joint 2 Joint 7 1 Bl HIP GIRDER 5.00 1,490 1,490 -867 -867 21-11-00 Joint 2 Joint 5 I B2 HIP 5.00 882 882 462 -462 21-11-00 Joint 2 Joint 7 I B3 HIP 5.00 882 882 -462 -462 21-11-00 Joint 2 Joint 6 6 B4 COMMON 5.00 1,044 1,044 -534 -534 Tibbetts Lumber To: Reaction 2820 Kirby Circle NE Valued Customer Palm Bay, FL 32905 Job Number: 510662 (321) 409-9800 Fax: (321) 409-9803 Page: 2 Date: 12/16/20 16:35:18 Project: Alford Residence Block No: Model: Lot No: Contact: Site: Office: Deliver TO: Account No: 000000001 Designer: / Name: Phone: Salesperson: Inside Sales Fax: F. Fort Pierce, FL Quote Number: 510662 P.O. Number: Qty: Truss Id: Span: Truss Type: Slope Reactions: 29-00-00 Joint 2 Joint 9 I C1 HIP GIRDER 5.00 1,894 1,894 -1,001 -1,001 29-00-00 Joint 2 Joint 6 I C2 HIP 5.00 1,146 1,071 -582 -479 01-00-00 Joint 2 Joint 3 Joint 10 CJl CORNER JACK 5.00 157 12 32 -174 -6 -11 01-00-00 Joint 2 Joint 3 Joint 2 CJ1A CORNER JACK 5.00 157 12 32 -174 -5 -11 01-00-00 Joint 2 Joint 3 Joint 4 4 CJ1B CORNER JACK 5.00 157 16 38 -186 -0 -12 03-00-00 Joint 2 Joint 3 Joint 4 10 CJ3 CORNER JACK 5.00 197 66 51 -151 -56 03=00-00 Joint 2 Joint 3 Joint 4 2 CJ3A CORNER JACK 5.00 196 66 51 151 -56 05-00-00 Joint 2 Joint 3 Joint 4 2 CJS CORNER JACK 5.00 264 120 89 -166 -107 05-00-00 Joint 2 Joint 3 Joint 4 2 CJSA CORNER JACK 5.00 264 120 89 -166 -106 07-11-00 Joint 2 Joint 5 I El HIP GIRDER 5.00 454 454 -302 -302 07-11-00 Joint 2 Joint 4 1 E2 COMMON 5.00 364 364 -229 -229 05-00-00 JointJoint Joint 18 EJl JACK -OPEN 5.00 200 -166 -107 06-10-12 Joint 2 Joint 3 Joint 4 13 EJ2 JACK -OPEN 5.00 331 173 121 -184 -154 06-10-12 Joint 2 Joint 4 Joint 5 5 EJ3 JACK -OPEN 5.00 333 153 115 -184 -123 -16 06-10-12 Joint Joint 3 Joint 4 13 EJ4 JACK -OPEN 5.00 331 173 121 -185 -154 01-03-12 Joint 2 Joint 3 Joint 4 1 EJS JACK -OPEN 5.00 157 16 24 -161 -13 -1 03-00-00 Joint 2 Joint 3 Joint 4 2 EJ6 JACK -OPEN 5.00 197 63 49 -158 -47 07-00-02 Joint 2 Joint 4 Joint 5 4 HJ1 DIAGONAL HIP 3.54 408 81 232 -316 -92 -126 09-08-02 Joint 2 Joint 4 Joint 5 2 HJ2 DIAGONAL HIP 3.54 581 114 442 433 -105 -294 Tibbetts Lumber To: Reaction 2820 Kirby Circle NE Palm Bay, FL 32905 Valued Customer Job Number: 510662 (321) 409-9800 Fax: (321) 409-9803 Page: 3 Date: 12/16/20 16:35:20 Project: Alford Residence Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: 000000001 Designer: / Name: Phone: Salesperson: Inside Sales Fax: F. Fort Pierce, FL Quote Number: 510662 P.O. Number: Qty: Truss Id: Span: Truss Type: Slope Reactions: 01-09-09 Joint 2 Joint 3 Joint 4 1 HJ3 DIAGONAL HIP 3.54 221 18 37 235 -13 -4 04-02-03 Joint 2 Joint 3 Joint 4 2 HJ4 DIAGONAL HIP 3.54 278 88 69 -232 -60 04-11-06 Joint 1 Joint 4 Joint 5 1 Vl VALLEY 5.00 41 70 196 -40 -111 02-11-06 Joint 1 Joint E...=-,"1 V2 VALLEY 5.00 77 9 79 24 -44