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71 Ch Av Ex ADLER-TORREY roof truss packageSPECIAL INSTRUCTIONS: PRELIMINARY PLAN - NOT FOR CONSTRUCTION. QUOTE # Q1301229 PAGE 1 DATE QUOTED:03/22/13 VALID UNTIL:04/19/13 PRINTED ON:03/22/13 125 Sunderland Road P.O. Box 9676 North Amherst, MA 01059 Cowls Building Supply, Inc. (413)-549-0001 Attn:JOE BAILLARGEON MANUFACTURERS OF ROOF & FLOOR TRUSSES 181 GOODWIN ST PO BOX 51027 INDIAN ORCHARD, MA 01151 Phone (413) 543-1298 Fax (413) 543-1847 Toll Free (800) 456-0187 Quote To: Phone: Job:INTEGRITY BUILDERS LOT#26 CHESTNUT AVE EXT LEEDS, MA ADLER-TORREY RESIDENCE John GoodrichQuoted By: Requested By:JOE BAILLARGEON CONTRACTOR QUOTE QTYTYPE SPAN LUMBER TOPBOT OVRHG / CANT LEFTRIGHT PITCH TOPBOT TRUSS IDPROFILE ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.0,10.0 STRESS INCR. 1.15INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) PLY O/ABASE SPAN UNIT WEIGHT SHIPPING HEIGHT LAYOUTJFG03/22/13 01 7.00 4.00 01-11-152 X 42 X 4 Jack-Open 1 01-11-15 602-02-12 02 7.00 4.00 02-11-01 00-11-002 X 42 X 4 Jack-Open 1 02-11-01 802-02-13 03 7.00 4.00 07-07-06 00-11-002 X 42 X 4 Jack-Closed 2 07-07-06 3004-11-11 04 7.00 4.00 02-09-07 00-11-002 X 42 X 4 Jack-Open 2 02-09-07 802-01-14 05 7.00 4.00 02-09-07 00-11-002 X 42 X 4 Jack-Open 1 02-09-07 802-01-14 06 7.00 4.00 02-09-07 00-11-002 X 42 X 4 Jack-Open 1 02-09-07 802-01-14 07 7.00 4.00 07-07-01 00-11-002 X 42 X 4 Jack-Closed 1 07-07-01 3004-11-08 08 7.00 4.00 02-09-07 00-11-002 X 42 X 4 Jack-Open 1 02-09-07 802-01-14 09 7.00 4.00 02-09-07 00-11-002 X 42 X 4 Jack-Open 1 02-09-07 802-01-14 10 7.00 0.00 01-11-152 X 42 X 4 Jack-Open 1 01-11-15 502-02-12 11 7.00 0.00 02-11-01 00-11-002 X 42 X 4 Jack-Open 1 02-11-01 1102-02-13 12 7.00 0.00 07-07-06 00-11-002 X 42 X 4 Jack-Closed 1 07-07-06 3304-11-11 13 7.00 0.00 02-09-07 00-11-002 X 42 X 4 Jack-Open 2 02-09-07 1002-01-14 14 7.00 0.00 07-07-05 00-11-002 X 42 X 4 Jack-Closed 1 07-07-05 3304-11-10 15 7.00 0.00 02-09-06 00-11-002 X 42 X 4 Jack-Open 2 02-09-06 1002-01-13 16 7.00 0.00 07-07-01 00-11-002 X 42 X 4 Jack-Closed 1 07-07-01 3304-11-08 17 7.00 0.00 02-09-04 00-11-002 X 42 X 4 Jack-Open 1 02-09-04 1002-01-12 18 7.00 0.00 02-09-02 00-11-002 X 42 X 4 Jack-Open 1 02-09-02 1002-01-11 19 7.00 0.00 02-09-15 00-11-002 X 42 X 4 Jack-Open 4 02-09-15 1002-02-03 20 7.00 0.00 04-11-00 00-11-002 X 42 X 4 Jack-Closed 3 04-11-00 2103-04-13 21 7.00 0.00 06-03-15 00-11-002 X 42 X 4 Jack-Closed 4 06-03-15 2704-02-11 SPECIAL INSTRUCTIONS: PRELIMINARY PLAN - NOT FOR CONSTRUCTION. QUOTE # Q1301229 PAGE 2 DATE QUOTED:03/22/13 VALID UNTIL:04/19/13 PRINTED ON:03/22/13 125 Sunderland Road P.O. Box 9676 North Amherst, MA 01059 Cowls Building Supply, Inc. (413)-549-0001 Attn:JOE BAILLARGEON MANUFACTURERS OF ROOF & FLOOR TRUSSES 181 GOODWIN ST PO BOX 51027 INDIAN ORCHARD, MA 01151 Phone (413) 543-1298 Fax (413) 543-1847 Toll Free (800) 456-0187 Quote To: Phone: Job:INTEGRITY BUILDERS LOT#26 CHESTNUT AVE EXT LEEDS, MA ADLER-TORREY RESIDENCE John GoodrichQuoted By: Requested By:JOE BAILLARGEON CONTRACTOR QUOTE QTYTYPE SPAN LUMBER TOPBOT OVRHG / CANT LEFTRIGHT PITCH TOPBOT TRUSS IDPROFILE ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.0,10.0 STRESS INCR. 1.15INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) PLY O/ABASE SPAN UNIT WEIGHT SHIPPING HEIGHT LAYOUTJFG03/22/13 22 7.00 0.00 04-03-15 00-11-002 X 42 X 4 Jack-Open 4 04-03-15 1603-00-11 23 7.00 0.00 02-03-15 00-11-002 X 42 X 4 Jack-Open 4 02-03-15 901-10-11 24 7.00 0.00 08-05-00 00-11-002 X 42 X 4 Jack-Closed 7 08-05-00 3605-05-05 25 7.00 0.00 03-08-00 00-11-002 X 42 X 4 Jack-Closed 4 03-08-00 1502-08-01 26 7.00 0.00 05-08-00 00-11-002 X 42 X 4 Jack-Closed 3 05-08-00 2403-10-01 CJ01 6.47 3.70 07-04-102 X 42 X 4 Diagonal Hip 1 07-04-10 3105-00-09 CJ02 6.47 3.70 08-04-10 00-11-122 X 42 X 4 Diagonal Hip 1 08-04-10 3405-00-10 CJ03 6.47 3.70 08-04-09 00-11-122 X 42 X 4 Diagonal Hip 1 08-04-09 3605-00-09 CJ04 6.47 3.70 08-04-10 00-11-122 X 42 X 4 Diagonal Hip 1 08-04-10 3605-00-10 CJ05 6.47 0.00 07-04-102 X 42 X 4 Diagonal Hip 1 07-04-10 3505-00-09 CJ06 6.47 0.00 08-04-10 00-11-122 X 42 X 4 Diagonal Hip 1 08-04-10 3705-00-10 CJ07 6.47 0.00 08-04-09 00-11-122 X 42 X 4 Diagonal Hip 1 08-04-09 3705-00-09 CJ08 6.47 0.00 08-04-10 00-11-122 X 42 X 4 Diagonal Hip 1 08-04-10 3705-00-10 CJ09 4.95 0.00 06-09-15 01-02-092 X 42 X 4 Diagonal Hip 2 06-09-15 2703-04-03 CJ10 4.95 0.00 11-09-05 01-02-092 X 42 X 6 Diagonal Hip 2 11-09-05 5905-04-11 G01 1 7.00 0.00 27-10-00 00-11-0000-11-002 X 42 X 6 COMMON 3 Ply 27-10-00 15208-07-13 G02 1 7.00 0.00 17-10-00 00-11-0000-10-132 X 42 X 6 Common Truss 3 Ply 17-10-00 9605-08-13 G03 1 7.00 4.00 14-11-00 00-11-002 X 42 X 6 Special Truss 2 Ply 14-11-00 7005-01-13 G04 1 7.00 0.00 14-11-00 00-11-002 X 42 X 6 Common Truss 2 Ply 14-11-00 7305-01-13 G05 1 7.00 0.00 14-11-00 00-11-002 X 42 X 6 Common Truss 3 Ply 14-11-00 7305-01-13 G06 1 7.00 0.00 13-10-00 00-11-002 X 42 X 6 Hip Truss 2 Ply 13-10-00 5903-04-13 SPECIAL INSTRUCTIONS: PRELIMINARY PLAN - NOT FOR CONSTRUCTION. QUOTE # Q1301229 PAGE 3 DATE QUOTED:03/22/13 VALID UNTIL:04/19/13 PRINTED ON:03/22/13 125 Sunderland Road P.O. Box 9676 North Amherst, MA 01059 Cowls Building Supply, Inc. (413)-549-0001 Attn:JOE BAILLARGEON MANUFACTURERS OF ROOF & FLOOR TRUSSES 181 GOODWIN ST PO BOX 51027 INDIAN ORCHARD, MA 01151 Phone (413) 543-1298 Fax (413) 543-1847 Toll Free (800) 456-0187 Quote To: Phone: Job:INTEGRITY BUILDERS LOT#26 CHESTNUT AVE EXT LEEDS, MA ADLER-TORREY RESIDENCE John GoodrichQuoted By: Requested By:JOE BAILLARGEON CONTRACTOR QUOTE QTYTYPE SPAN LUMBER TOPBOT OVRHG / CANT LEFTRIGHT PITCH TOPBOT TRUSS IDPROFILE ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.0,10.0 STRESS INCR. 1.15INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) PLY O/ABASE SPAN UNIT WEIGHT SHIPPING HEIGHT LAYOUTJFG03/22/13 G07 1 7.00 0.00 28-10-00 00-11-0000-11-002 X 42 X 6 Hip Truss 2 Ply 28-10-00 15405-05-05 G08 1 7.00 0.00 26-00-002 X 42 X 6 Special Truss 2 Ply 26-00-00 12904-06-13 H01 7.00 0.00 28-10-00 00-11-0000-11-002 X 42 X 4 Hip Truss 1 28-10-00 14207-09-05 H02 7.00 0.00 28-10-00 00-11-0000-11-002 X 42 X 4 Hip Truss 1 28-10-00 13206-07-05 H03 7.00 4.00 24-09-00 00-11-002 X 42 X 4 Hip Truss 1 24-09-00 12308-07-13 H04 7.00 4.00 33-10-00 00-11-0008-11-002 X 42 X 4 Hip Truss 1 33-10-00 16509-09-13 H05 7.00 4.00 32-11-00 08-11-002 X 42 X 4 Hip Truss 1 32-11-00 16309-08-15 H06 7.00 0.00 26-00-002 X 42 X 4 Hip Truss 1 26-00-00 12708-06-15 H07 7.00 0.00 26-00-002 X 42 X 4 Hip Truss 1 26-00-00 13407-04-15 H08 7.00 0.00 26-00-002 X 42 X 4 Hip Truss 1 26-00-00 12406-02-15 H09 7.00 0.00 26-00-002 X 42 X 4 Hip Truss 1 26-00-00 13106-02-15 MH01-7.00 0.00 26-00-002 X 42 X 4 Half Hip Truss 1 26-00-00 12205-00-15 MH02 7.00 0.00 04-06-002 X 42 X 4 Half Hip Truss 1 04-06-00 2002-08-01 MH03 7.00 0.00 04-06-002 X 42 X 4Half Hip Truss 1 04-06-00 3003-11-01 MH04 7.00 0.00 04-06-002 X 42 X 4 Half Hip Truss 1 04-06-00 3003-11-10 MH05 7.00 0.00 04-06-002 X 42 X 4 Half Hip Truss 1 04-06-00 2603-10-01 MH06 7.00 0.00 04-06-002 X 42 X 4 Half Hip Truss 1 04-06-00 2303-10-01 PC01 0.00 0.00 04-06-002 X 42 X 4 Flat Truss 1 04-06-00 2002-09-01 T01 7.00 0.00 27-10-00 00-11-0000-11-002 X 42 X 4 Common Truss 8 27-10-00 11708-07-13 T01GE 7.00 0.00 27-10-002 X 42 X 4 Common Truss 1 27-10-00 13408-07-13 T02 7.00 0.00 17-10-00 00-11-0000-11-002 X 42 X 4 Common Truss 2 17-10-00 7205-08-13 SPECIAL INSTRUCTIONS: PRELIMINARY PLAN - NOT FOR CONSTRUCTION. QUOTE # Q1301229 PAGE 4 DATE QUOTED:03/22/13 VALID UNTIL:04/19/13 PRINTED ON:03/22/13 125 Sunderland Road P.O. Box 9676 North Amherst, MA 01059 Cowls Building Supply, Inc. (413)-549-0001 Attn:JOE BAILLARGEON MANUFACTURERS OF ROOF & FLOOR TRUSSES 181 GOODWIN ST PO BOX 51027 INDIAN ORCHARD, MA 01151 Phone (413) 543-1298 Fax (413) 543-1847 Toll Free (800) 456-0187 Quote To: Phone: Job:INTEGRITY BUILDERS LOT#26 CHESTNUT AVE EXT LEEDS, MA ADLER-TORREY RESIDENCE John GoodrichQuoted By: Requested By:JOE BAILLARGEON CONTRACTOR QUOTE QTYTYPE SPAN LUMBER TOPBOT OVRHG / CANT LEFTRIGHT PITCH TOPBOT TRUSS IDPROFILE ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.0,10.0 STRESS INCR. 1.15INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) PLY O/ABASE SPAN UNIT WEIGHT SHIPPING HEIGHT LAYOUTJFG03/22/13 T02GE 7.00 0.00 17-10-002 X 42 X 4 Common Truss 1 17-10-00 7005-08-13 T03 7.00 0.00 17-10-00 00-11-0000-00-102 X 42 X 4 Common Truss 1 17-10-00 6905-08-13 T04 7.00 0.00 17-10-00 00-11-0000-11-002 X 42 X 4 Common Truss 2 17-10-00 7205-08-13 T05 7.00 4.00 14-00-002 X 42 X 4 Special Truss 1 14-00-00 5705-01-13 T06 7.00 0.00 14-11-00 00-11-002 X 42 X 4 Common Truss 1 14-11-00 6105-01-13 T07 7.00 0.00 28-10-00 00-11-0000-11-002 X 42 X 4 Common Truss 3 28-10-00 12808-11-05 T08 7.00 0.00 27-11-00 00-11-002 X 42 X 4 Common Truss 9 27-11-00 12308-11-05 T09 7.00 0.00 27-11-00 03-11-002 X 42 X 4 Common Truss 4 27-11-00 11808-11-05 T11 7.00 4.00 23-10-002 X 42 X 4 Special Truss 1 23-10-00 11208-11-05 T12 7.00 4.00 24-09-00 00-11-002 X 42 X 4 Special Truss 1 24-09-00 11408-11-05 T13 7.00 4.00 24-09-00 00-11-002 X 42 X 4 Special Truss 1 24-09-00 11508-11-05 T14 7.00 4.00 24-09-00 00-11-002 X 42 X 4 Special Truss 1 24-09-00 11508-11-05 T15 7.00 4.00 24-09-00 00-11-002 X 42 X 4 Special Truss 1 24-09-00 14608-11-05 T16 7.00 4.00 24-09-00 00-11-002 X 42 X 4 Special Truss 1 24-09-00 13408-11-05 T17 7.00 4.00 33-10-00 00-11-0008-11-002 X 42 X 4 Special Truss 5 33-10-00 15010-04-13 T18 7.00 4.00 14-00-00 00-02-002 X 42 X 4 Special Truss 2 14-00-00 5705-01-13 V01 7.00 0.00 05-10-082 X 42 X 4 Valley Truss 1 05-10-08 1803-05-02 V02 7.00 0.00 03-10-082 X 42 X 4 Valley Truss 1 03-10-08 1002-03-02 V03 7.00 0.00 01-10-082 X 42 X 4 Valley Truss 1 01-10-08 401-01-02 V04 7.00 0.00 21-09-002 X 42 X 4 Valley Truss 1 21-09-00 6506-04-02 V05 7.00 0.00 17-09-002 X 42 X 4 Valley Truss 1 17-09-00 5405-02-02 SPECIAL INSTRUCTIONS: PRELIMINARY PLAN - NOT FOR CONSTRUCTION. QUOTE # Q1301229 PAGE 5 DATE QUOTED:03/22/13 VALID UNTIL:04/19/13 PRINTED ON:03/22/13 125 Sunderland Road P.O. Box 9676 North Amherst, MA 01059 Cowls Building Supply, Inc. (413)-549-0001 Attn:JOE BAILLARGEON MANUFACTURERS OF ROOF & FLOOR TRUSSES 181 GOODWIN ST PO BOX 51027 INDIAN ORCHARD, MA 01151 Phone (413) 543-1298 Fax (413) 543-1847 Toll Free (800) 456-0187 Quote To: Phone: Job:INTEGRITY BUILDERS LOT#26 CHESTNUT AVE EXT LEEDS, MA ADLER-TORREY RESIDENCE John GoodrichQuoted By: Requested By:JOE BAILLARGEON CONTRACTOR QUOTE QTYTYPE SPAN LUMBER TOPBOT OVRHG / CANT LEFTRIGHT PITCH TOPBOT TRUSS IDPROFILE ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.0,10.0 STRESS INCR. 1.15INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) PLY O/ABASE SPAN UNIT WEIGHT SHIPPING HEIGHT LAYOUTJFG03/22/13 V06 7.00 0.00 13-09-002 X 42 X 4 Valley Truss 1 13-09-00 4304-00-02 V07 7.00 0.00 09-09-002 X 42 X 4 Valley Truss 1 09-09-00 2502-10-02 V08 7.00 0.00 05-09-002 X 42 X 4 Valley Truss 1 05-09-00 1401-08-02 FT-IN-16QTYLENGTH NOTES ITEMS CATEGORYITEM 2 BREAKFAST NOOK HANGER - 2345# IN 2x6 / 2715# IN 2x8BN284Slope/Skew Roof 2 HGUS26-2Hanger 18 HUS26Hanger 20 LUS26Hanger 2 SUL26Hanger 2 SUR26Hanger 4 THJA26Hanger *** THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER *** Approved By:Approval Date: SUB-TOTAL GRAND TOTAL PO #: Truss Engineering Corporation (TEC) strictly adheres to the 'Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses' as defined by TPI Chapter 2 (available upon request) regardless of any job specific specifications unless clearly defined otherwise in writing by TEC. This product list is Truss Engineering Corporation's INTERPRETATION of plans and drawings as supplied to us. No responsibility is taken or implied by TEC for the structural integrity of the structure below the trusses or the affects of TEC's product on the structure as a whole. The building owner/owner's agent is solely responsible for verifying all dimensions, geometry, loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TEC immediately of any discrepancies. Truss Engineering Corporation is NOT responsible for field verification of dimensions or special conditions. The building owner/owner's agent is responsible for coordinating all construction details between trades. The truss installer shall follow all BCSI recommendations, construction document specifications as well as any site specific requirements to ensure safe and proper installation. No loading shall be applied to trusses until properly and fully installed, including all sheathing, hangers, wall anchors, lateral web bracing (as shown on individual shop drawings), and permanent bracing (as required by the construction documents). Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses, including but not limited to bearing locations and requirements, ply to ply nailing, lateral web bracing, and truss spacing. No trusses supplied by Truss Engineering Corporation may be cut, drilled, or altered in any way without first contacting TEC and receiving engineering documents allowing such. Requested Delivery Date: WIDE LOAD / ESCORT FEE No S o l n . NailedNailed Nailed Nailed Na iled Na iled NailedNailedNailed Nailed Na i l e d Na i l e d Na i l e d Na i l e d . NailedNailedNa i l e d Na i l e d Na i l e d Na i l e d NailedNailed No S o l n . No S o l n . THJA26 TH J A 2 6 Na i l e d HUS26HUS26 HUS26HUS26 HGUS26-2HGUS26-2 HUS26HUS26 HUS26HUS26 HUS26HUS26 LU S 2 6 LU S 2 6 LU S 2 6 LU S 2 6 LU S 2 6 LU S 2 6 LU S 2 6 LU S 2 6 LU S 2 6 LU S 2 6 LU S 2 6 LU S 2 6 Na i l e d Na i l e d Na i l e d Na i l e d LU S 2 6 LU S 2 6 LU S 2 6 . No S o l n . No S o l n . SU L 2 6 LU S 2 6 Na i l e d Na i l e d NailedNailed SUL26LU S 2 6 TH J A 2 6 TH J A 2 6 Na i l e d Na i l e d NailedNailedNa i l e d Na i l e d LU S 2 6 LU S 2 6 NailedNailed Na i l e d Na i l e d SU L 2 6 NailedNailed SUL26 LU S 2 6 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 Na i l e d Na i l e d Na i l e d Na i l e d Nailed Nailed Nailed Nailed Na ile d Na ile d Nailed Nailed NailedNailed NailedNailed . HUS26 . . BN284 . BN284 G0 3 CJ01 C J 0 2 C J 0 3 CJ04 01 02 03 04 03 04 05 07 08 09 G0 4 C J 0 5 CJ07CJ08 10 11 12 14 15 13 15 16 17 18 G06 CJ0 9 CJ0 919 2020 191919 20 T07 H01 H02 G07 CJ10 CJ10 21 22 23 242424242424 21 22 23 21 22 23 21 22 23 24 T0 1 G E T0 1 T0 1 T0 1 T0 1 T0 1 T0 1 T0 1 T0 1 G0 1 T0 2 G E T0 2 T0 2 T0 3 T0 4 T0 4 G0 2 T0 5 T0 6 G0 5 T07 T07 T08 T08 T08 T08 T08 T08 T08 T09 T09 T09 T09 T08 T08 T11 T12 T13 T14 T15 T16 H03 H04 T17 T17 T17 T17 T17 H05 H06 H07 H08 H09 MH01 G08 25252525MH 0 2 PC 0 1 MH 0 3 MH 0 4 MH 0 5 MH 0 6 262626 V0 1 V0 2 V0 3 V0 4 V0 5 V0 6 V0 7 V0 8 T1 8 T1 8 DROPPED BEAM AT BAY WINDOW WITH ROOF OVER BY OTHERS FL U S H B E A M B Y OT H E R S 4-01-045-00-0027-00-0018-00-00 54-01-04 4-01-0414-00-0012-00-006-03-121- 0 7 - 0 0 3- 0 4 - 0 0 1- 0 7 - 0 0 5-02-046-00-00 54-01-04 32 - 0 0 - 0 0 8-0 0 - 0 0 4-0 0 - 0 0 4- 0 1 - 0 4 5-0 9 - 0 8 4- 0 1 - 0 4 14 - 0 0 - 0 0 4- 0 1 - 0 4 5- 0 9 - 0 8 4- 0 1 - 0 4 6- 0 0 - 0 0 92 - 0 0 - 0 0 18 - 0 8 - 0 0 26 - 0 0 - 0 0 27 - 0 4 - 0 0 16 - 0 0 - 0 0 4- 0 0 - 0 0 92 - 0 0 - 0 0 18-00-00 8-00-00 8-00-00 3- 0 0 - 0 0 This non-structural placement plan is provided for idenƟfying the locaƟon of trusses as supplied by Truss Engineering CorporaƟon (TEC). No responsibility is taken or implied by TEC for the structural integrity of the structure below the trusses or the affects of TEC’s product on the structure as a whole. The truss installer shall follow all BCSI recommendaƟons, construcƟon document specificaƟons as well as any site specific requirements to ensure safe and proper installaƟon. No loading shall be applied to trusses unƟl properly and fully installed, including all sheathing, hangers, wall anchors, lateral web bracing (as shown on individual shop drawings), and permanent bracing (as required by the construcƟon documents). InstallaƟon contractor shall refer to the individual truss shop drawings for all structural requirements of trusses,including but not limited to bearing locaƟons and requirements, ply to ply nailing, lateral web bracing, and truss spacing. Truss Engineering CorporaƟon strictly adheres to the ‘Standard ResponsibiliƟes in the Design of Metal Plate Connected Wood Trusses’ as defined by TPI Chapter 2 (available upon request) regardless of any job specific specificaƟons unless clearly defined otherwise in wriƟng by TEC.This placement plan is Truss Engineering CorporaƟon’sINTERPRETATION of plans and drawings as supplied to us. The building owner/owner’s agent is solely responsible for verifying all dimensions, geometry, loads and load requirements for accuracy and full compliance to construcƟon documents and shall be responsible for noƟfying TEC immediately of any discrepancies. The building owner/owner’s agent is responsible for coordinaƟng all construcƟon details between trades. Truss Engineering CorporaƟon isNOT responsible for field verificaƟon of dimensions or special condiƟons. No trusses supplied by Truss Engineering CorporaƟon may be cut, drilled, or altered in any way without first contacƟng TEC and receiving engineering documents allowing such. Va l l e y L i n e s : 1 3 5 . 3 5 ( f t ) / H o r i z o n t al O v e r h a n g L i n e s : 2 7 7 . 2 6 ( f t ) / R a k e d O v e r h a n g L i n e s : 5 2 . 8 7 ( f t ) Ro o f S h e a t h i n g A r e a : 4 2 3 2 . 9 4 ( f t ² ) / R i d g e L i ne s : 1 2 1 . 0 4 ( f t ) / H i p L i n e s : 1 9 7 . 2 3 ( f t )