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44 -129 14664-SIERROS Truss SEALS 2006-12-26Contractor Copy of Order 24 West Street West Hatfield, MA 01088 Rugg Lumber - Hat. (413)-247-8300 WORK ORDER # Attn: 14664 Job:KENT HICKS Ordered On:06/26/06 292 OLD WILSON RD NORTHAMPTON, MA SIERROS RESIDENCE-MAIN HOUSE SHELDON 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 PO: 08/26/06Projected Delivery By: John GoodrichOur Salesman: Cancellation Date: Sold To: Phone: Ordered By:SHELDON Requested Delivery: 08/12/06 To Be Confirmed ** ** Truss Engineering must be contacted 7 - 10 business days before your optimal delivery date. Only Matt Taylor or Joe Henley can issue a CONFIRMED DELIVERY DATE. QTY TYPE SPAN LUMBER TOP BOT OVRHG / CANT LEFT RIGHT PITCH TOP BOT TRUSS ID TOTALPRICEPRICEUNITPROFILE ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.0,10.0INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) PLY O/ABASE SPAN SHIPPING WIDTH UNIT WEIGHT LAYOUT BY:JFG 08/07/06ON: 01 8.00 0.00 09-03-06 01-07-08 2 X 6 2 X 4 MONO TRUSS 2 09-03-06 07-07-07 44 02 8.00 0.00 07-00-01 01-07-08 2 X 6 2 X 4 MONO TRUSS 2 07-00-01 06-01-04 34 03 8.00 0.00 05-00-00 01-07-08 2 X 6 2 X 4 JACK 8 05-00-00 04-09-03 15 04 8.00 0.00 03-00-00 01-07-08 2 X 6 2 X 4 JACK 2 03-00-00 03-05-03 10 05 7.72 0.00 08-11-09 01-07-08 2 X 6 2 X 4 MONO TRUSS 4 08-11-09 07-01-14 43 06 7.72 0.00 03-05-09 01-07-08 2 X 6 2 X 4 JACK 4 03-05-09 03-07-07 11 07 8.00 0.00 06-00-00 01-07-08 2 X 6 2 X 4 JACK 4 06-00-00 05-05-03 30 08 8.00 0.00 04-00-00 01-07-08 2 X 6 2 X 4 JACK 4 04-00-00 04-01-03 13 09 8.00 0.00 02-00-00 01-07-08 2 X 6 2 X 4 JACK 4 02-00-00 02-09-03 8 10 8.00 0.00 04-05-11 01-07-08 2 X 6 2 X 4 JACK 4 04-05-11 04-05-01 14 11 8.00 0.00 02-05-11 01-07-08 2 X 6 2 X 4 JACK 4 02-05-11 03-01-01 9 12 8.00 0.00 05-10-02 01-07-08 2 X 6 2 X 4 JACK 6 05-10-02 05-03-15 30 13 8.00 0.00 04-00-02 01-07-08 2 X 6 2 X 4 JACK 2 04-00-02 04-01-05 13 14 8.00 0.00 02-03-02 01-07-08 2 X 6 2 X 4 JACK 2 02-03-02 02-11-05 8 15 7.00 0.00 04-06-09 01-07-08 2 X 4 2 X 4 JACK 2 04-06-09 03-11-04 14 16 7.00 0.00 02-03-02 01-07-08 2 X 4 2 X 4 JACK 2 02-03-02 02-07-04 8 17 8.00 0.00 08-03-12 01-07-08 2 X 6 2 X 4 MONO TRUSS 24 08-03-12 06-11-11 40 17B 8.00 0.00 08-03-12 2 X 6 2 X 4 MONO TRUSS 12 08-03-12 06-03-00 38 17G 2 8.00 0.00 08-03-12 01-07-08 2 X 4 2 X 6 MONO TRUSS2 Ply 08-03-12 06-11-11 43 Contractor Copy of Order 24 West Street West Hatfield, MA 01088 Rugg Lumber - Hat. (413)-247-8300 WORK ORDER # Attn: 14664 Job:KENT HICKS Ordered On:06/26/06 292 OLD WILSON RD NORTHAMPTON, MA SIERROS RESIDENCE-MAIN HOUSE SHELDON 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 PO: 08/26/06Projected Delivery By: John GoodrichOur Salesman: Cancellation Date: Sold To: Phone: Ordered By:SHELDON Requested Delivery: 08/12/06 To Be Confirmed ** ** Truss Engineering must be contacted 7 - 10 business days before your optimal delivery date. Only Matt Taylor or Joe Henley can issue a CONFIRMED DELIVERY DATE. QTY TYPE SPAN LUMBER TOP BOT OVRHG / CANT LEFT RIGHT PITCH TOP BOT TRUSS ID TOTALPRICEPRICEUNITPROFILE ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.0,10.0INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) PLY O/ABASE SPAN SHIPPING WIDTH UNIT WEIGHT LAYOUT BY:JFG 08/07/06ON: 18 8.00 0.00 03-03-12 01-07-08 2 X 6 2 X 4 JACK 12 03-03-12 03-07-11 11 CJ1 7.25 0.00 12-08-04 01-08-12 2 X 4 2 X 6 MONO TRUSS 2 12-08-04 09-00-10 71 CJ2 7.25 0.00 12-08-11 01-09-08 2 X 4 2 X 6 MONO TRUSS 2 12-08-11 09-01-05 72 CJ3 5.66 0.00 08-05-01 02-03-09 2 X 4 2 X 6 MONO TRUSS 2 08-05-01 05-04-08 39 CJ4 7.40 0.00 05-04-04 01-09-01 2 X 4 2 X 6 JACK 4 05-04-04 04-08-12 23 CJ5 5.27 0.00 08-09-10 02-05-10 2 X 4 2 X 6 MONO TRUSS 2 08-09-10 05-03-03 40 CJ6 5.27 0.00 04-11-08 02-05-07 00-00-03 2 X 4 2 X 6 JACK 4 04-11-08 03-06-14 20 G01 1 8.00 0.00 23-02-00 2 X 4 2 X 8 COMMON 2 Ply 23-02-00 08-05-03 155 G02 1 8.00 0.00 37-10-00 07-11-14 07-11-14 01-07-08 01-07-08 2 X 6 2 X 6 HIP 4 Ply 37-10-00 07-04-15 303 G03 2 8.00 0.00 08-08-00 01-07-08 2 X 4 2 X 6 MONO HIP 2 Ply 08-08-00 06-01-14 57 G04 2 8.00 0.00 08-08-00 01-07-08 2 X 4 2 X 6 MONO HIP 2 Ply 08-08-00 05-05-03 49 G05 1 8.00 0.00 21-00-00 01-07-08 01-07-08 2 X 6 2 X 6 COMMON4 Ply 21-00-00 08-07-10 183 G06 2 5.67 0.00 17-00-00 2 X 4 2 X 6 HIP 2 Ply 17-00-00 04-00-08 77 G07A 1 8.00 0.00 17-00-00 01-07-08 01-07-08 2 X 6 2 X 6 SPECIAL 4 Ply 17-00-00 05-11-10 165 G07B 1 8.00 0.00 17-00-00 01-07-08 01-07-08 2 X 6 2 X 6 SPECIAL 4 Ply 17-00-00 05-11-10 165 G08 1 7.00 0.00 23-00-00 01-07-08 01-07-08 2 X 4 2 X 6 HIP 2 Ply 23-00-00 05-03-15 113 G09 1 7.00 0.00 23-00-00 01-07-08 01-07-08 2 X 4 2 X 6 COMMON 2 Ply 23-00-00 07-11-15 105 G10 1 7.00 0.00 56-00-00 01-07-08 2 X 6 2 X 8 HIP 2 Ply 56-00-00 07-02-00 412 G10V 1 7.00 8.00 56-00-00 01-07-08 2 X 6 2 X 6 SPECIAL3 Ply 56-00-00 07-02-00 416 G12 2 7.00 0.00 18-00-00 01-07-08 01-07-08 2 X 4 2 X 6 HIP 2 Ply 18-00-00 03-07-11 77 Contractor Copy of Order 24 West Street West Hatfield, MA 01088 Rugg Lumber - Hat. (413)-247-8300 WORK ORDER # Attn: 14664 Job:KENT HICKS Ordered On:06/26/06 292 OLD WILSON RD NORTHAMPTON, MA SIERROS RESIDENCE-MAIN HOUSE SHELDON 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 PO: 08/26/06Projected Delivery By: John GoodrichOur Salesman: Cancellation Date: Sold To: Phone: Ordered By:SHELDON Requested Delivery: 08/12/06 To Be Confirmed ** ** Truss Engineering must be contacted 7 - 10 business days before your optimal delivery date. Only Matt Taylor or Joe Henley can issue a CONFIRMED DELIVERY DATE. QTY TYPE SPAN LUMBER TOP BOT OVRHG / CANT LEFT RIGHT PITCH TOP BOT TRUSS ID TOTALPRICEPRICEUNITPROFILE ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.0,10.0INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) PLY O/ABASE SPAN SHIPPING WIDTH UNIT WEIGHT LAYOUT BY:JFG 08/07/06ON: H1A 7.00 0.00 56-00-00 01-07-08 2 X 6 2 X 6 HIP 2 56-00-00 12-05-12 402 H1B 7.00 0.00 56-00-00 2 X 6 2 X 6 HIP 10 56-00-00 11-06-12 398 H1C 7.00 0.00 41-09-12 01-07-08 2 X 6 2 X 6 SPECIAL 2 56-00-00 12-05-12 345 H1G 2 7.00 0.00 56-00-00 2 X 6 2 X 6 GIRDER 2 Ply 56-00-00 11-06-12 432 H2 7.00 0.00 56-00-00 2 X 6 2 X 6 HIP 1 56-00-00 11-07-00 315 H3 7.00 0.00 56-00-00 2 X 6 2 X 6 HIP 1 56-00-00 10-03-00 324 H3G 1 7.00 0.00 56-00-00 2 X 6 2 X 6 GIRDER 2 Ply 56-00-00 10-03-00 411 H4A 7.00 0.00 28-00-00 2 X 6 2 X 6 SPECIAL 1 28-00-00 08-11-00 179 H4B 7.00 0.00 18-00-00 2 X 6 2 X 6 SPECIAL 1 18-00-00 08-11-00 118 H4V 7.00 8.00 56-00-00 01-07-08 2 X 6 2 X 6 SPECIAL 1 56-00-00 09-10-00 361 H5G 1 7.00 0.00 56-00-00 01-07-08 2 X 6 2 X 6 HIP 2 Ply 56-00-00 08-06-00 342 H5V 7.00 8.00 56-00-00 01-07-08 2 X 6 2 X 6 SPECIAL 1 56-00-00 08-06-00 371 H6 7.00 0.00 23-00-00 01-07-08 01-07-08 2 X 4 2 X 4 HIP 1 23-00-00 06-07-15 99 H7 7.00 0.00 18-00-00 01-07-08 2 X 4 2 X 4 SPECIAL 1 18-00-00 06-03-11 82 H7V 7.00 8.00 18-00-00 01-07-08 2 X 4 2 X 4 SPECIAL 1 18-00-00 06-03-11 87 H8 7.00 0.00 18-00-00 01-07-08 2 X 4 2 X 4 HIP 2 18-00-00 04-11-11 62 M2 7.00 0.00 04-04-12 2 X 4 2 X 4 SPECIAL 2 04-04-12 03-01-08 11 PC1 1 0.00 0.00 05-09-00 2 X 4 2 X 4 FLAT 2 Ply 05-09-00 03-01-00 29 PC2 1 0.00 0.00 05-09-00 2 X 4 2 X 4 FLAT2 Ply 05-09-00 03-00-00 38 PC3 1 0.00 0.00 03-09-00 2 X 4 2 X 6 FLAT 2 Ply 03-09-00 03-00-00 24 Contractor Copy of Order 24 West Street West Hatfield, MA 01088 Rugg Lumber - Hat. (413)-247-8300 WORK ORDER # Attn: 14664 Job:KENT HICKS Ordered On:06/26/06 292 OLD WILSON RD NORTHAMPTON, MA SIERROS RESIDENCE-MAIN HOUSE SHELDON 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 PO: 08/26/06Projected Delivery By: John GoodrichOur Salesman: Cancellation Date: Sold To: Phone: Ordered By:SHELDON Requested Delivery: 08/12/06 To Be Confirmed ** ** Truss Engineering must be contacted 7 - 10 business days before your optimal delivery date. Only Matt Taylor or Joe Henley can issue a CONFIRMED DELIVERY DATE. QTY TYPE SPAN LUMBER TOP BOT OVRHG / CANT LEFT RIGHT PITCH TOP BOT TRUSS ID TOTALPRICEPRICEUNITPROFILE ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.0,10.0INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) PLY O/ABASE SPAN SHIPPING WIDTH UNIT WEIGHT LAYOUT BY:JFG 08/07/06ON: PC4 1 0.00 0.00 03-09-00 2 X 4 2 X 6 FLAT2 Ply 03-09-00 03-00-00 24 T01 8.00 0.00 23-02-00 2 X 4 2 X 4 FINK 1 23-02-00 08-05-03 107 T02 8.00 0.00 23-02-00 2 X 4 2 X 4 FINK 1 23-02-00 08-05-03 115 T03 8.00 0.00 23-02-00 2 X 4 2 X 4 FINK 1 23-02-00 08-05-03 123 T04 8.00 0.00 23-02-00 2 X 4 2 X 4 FINK 1 23-02-00 08-05-03 136 T05 8.00 0.00 21-00-00 00-04-00 00-04-00 01-07-08 01-07-08 2 X 4 2 X 4 COMMON 4 21-00-00 08-05-03 98 T05SG 8.00 0.00 21-00-00 00-04-00 00-04-00 01-07-08 01-07-08 2 X 4 2 X 4 GABLE 1 21-00-00 08-05-03 137 T06 7.00 0.00 23-00-00 01-07-08 01-07-08 2 X 4 2 X 4 COMMON 4 23-00-00 07-11-15 92 T07 7.00 0.00 18-00-00 01-07-08 2 X 4 2 X 4 QUEENPOST 1 18-00-00 06-06-07 73 T07V 7.00 8.00 18-00-00 01-07-08 2 X 4 2 X 4 SPECIAL 1 18-00-00 06-06-07 83 T08 7.00 0.00 18-00-00 01-07-08 2 X 4 2 X 4 QUEENPOST 1 18-00-00 06-06-07 80 T08V 7.00 8.00 18-00-00 01-07-08 2 X 4 2 X 4 SPECIAL 1 18-00-00 06-06-07 97 TP1 7.00 0.00 16-06-11 2 X 4 2 X 4 GABLE 9 16-06-11 05-04-00 53 TP2 7.00 0.00 16-06-11 2 X 4 2 X 4 GABLE 2 16-06-11 04-00-04 58 TP3 7.00 0.00 16-06-11 2 X 4 2 X 4 GABLE 2 16-06-11 02-08-04 47 TP4 7.00 0.00 16-06-11 2 X 4 2 X 4 GABLE 2 16-06-11 01-04-04 43 TP5 0.00 0.00 10-07-00 2 X 4 2 X 4 SPECIAL 1 10-07-00 01-03-11 38 V01 8.00 0.00 20-04-02 2 X 4 2 X 4 VALLEY 1 20-04-02 06-09-12 63 V02 8.00 0.00 16-10-02 2 X 4 2 X 4 VALLEY 1 16-10-02 05-07-12 53 V03 8.00 0.00 13-04-02 2 X 4 2 X 4 VALLEY 1 13-04-02 04-05-12 38 Contractor Copy of Order 24 West Street West Hatfield, MA 01088 Rugg Lumber - Hat. (413)-247-8300 WORK ORDER # Attn: 14664 Job:KENT HICKS Ordered On:06/26/06 292 OLD WILSON RD NORTHAMPTON, MA SIERROS RESIDENCE-MAIN HOUSE SHELDON 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 PO: 08/26/06Projected Delivery By: John GoodrichOur Salesman: Cancellation Date: Sold To: Phone: Ordered By:SHELDON Requested Delivery: 08/12/06 To Be Confirmed ** ** Truss Engineering must be contacted 7 - 10 business days before your optimal delivery date. Only Matt Taylor or Joe Henley can issue a CONFIRMED DELIVERY DATE. QTY TYPE SPAN LUMBER TOP BOT OVRHG / CANT LEFT RIGHT PITCH TOP BOT TRUSS ID TOTALPRICEPRICEUNITPROFILE ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.0,10.0INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) PLY O/ABASE SPAN SHIPPING WIDTH UNIT WEIGHT LAYOUT BY:JFG 08/07/06ON: V04 8.00 0.00 09-10-02 2 X 4 2 X 4 VALLEY 1 09-10-02 03-03-12 26 V05 8.00 0.00 06-04-02 2 X 4 2 X 4 VALLEY 1 06-04-02 02-01-12 16 V06 7.00 0.00 18-00-00 2 X 4 2 X 4 VALLEY 1 18-00-00 05-03-06 53 V07 7.00 0.00 13-05-02 2 X 4 2 X 4 VALLEY 1 13-05-02 03-11-06 37 V08 7.00 0.00 08-10-05 2 X 4 2 X 4 VALLEY 1 08-10-05 02-07-06 22 V09 7.00 0.00 04-03-07 2 X 4 2 X 4 VALLEY 1 04-03-07 01-03-06 9 V10 8.00 0.00 06-10-05 2 X 4 2 X 4 GABLE 2 06-10-05 04-07-04 24 V11 8.00 0.00 05-01-05 2 X 4 2 X 4 GABLE 2 05-01-05 03-05-04 15 V12 8.00 0.00 03-04-05 2 X 4 2 X 4 VALLEY 2 03-04-05 02-03-04 9 V13 8.00 0.00 37-03-14 2 X 4 2 X 4 VALLEY 1 37-03-14 06-03-00 142 V14 8.00 0.00 33-09-14 2 X 4 2 X 4 VALLEY 1 33-09-14 06-05-00 134 V15 8.00 0.00 30-03-14 2 X 4 2 X 4 VALLEY 1 30-03-14 06-07-00 99 V16 8.00 0.00 26-09-14 2 X 4 2 X 4 VALLEY 1 26-09-14 06-09-00 91 V17 8.00 0.00 23-03-14 2 X 4 2 X 4 VALLEY 1 23-03-14 06-11-00 84 V18 8.00 0.00 19-09-14 2 X 4 2 X 4 VALLEY 1 19-09-14 06-07-11 61 V19 8.00 0.00 16-03-14 2 X 4 2 X 4 VALLEY 1 16-03-14 05-05-11 51 V20 8.00 0.00 12-09-14 2 X 4 2 X 4 VALLEY 1 12-09-14 04-03-11 37 V21 8.00 0.00 09-03-14 2 X 4 2 X 4 VALLEY 1 09-03-14 03-01-11 25 V22 8.00 0.00 05-09-14 2 X 4 2 X 4 VALLEY 1 05-09-14 01-11-11 15 ROOF SUB-TOTAL: ITEM TYPEQTY ITEM NAME NOTES PRICEUNIT TOTALPRICE ITEMS Contractor Copy of Order 24 West Street West Hatfield, MA 01088 Rugg Lumber - Hat. (413)-247-8300 WORK ORDER # Attn: 14664 Job:KENT HICKS Ordered On:06/26/06 292 OLD WILSON RD NORTHAMPTON, MA SIERROS RESIDENCE-MAIN HOUSE SHELDON 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 PO: 08/26/06Projected Delivery By: John GoodrichOur Salesman: Cancellation Date: Sold To: Phone: Ordered By:SHELDON Requested Delivery: 08/12/06 To Be Confirmed ** ** Truss Engineering must be contacted 7 - 10 business days before your optimal delivery date. Only Matt Taylor or Joe Henley can issue a CONFIRMED DELIVERY DATE. ITEM TYPEQTY ITEM NAME NOTES PRICEUNIT TOTALPRICE ITEMS BN284 2-Slope/Skew Roof 1 BREAKFAST NOOK HANGER - 2345# IN 2x6 / 2715# IN 2x8 HGUS26-2 Hanger 10 HGUS28-2 Hanger 33 HUS26 Hanger 1 LUS26 Hanger 53 SNP3 Hanger 8 THA29 Hanger 14 THASL218 2-Slope/Skew Roof 1 FIELD SKEW LEFT 46-84 DEGREES - 1260# IN 2x6 / 1465# IN 2x8 THASR218 2-Slope/Skew Roof 1 FIELD SKEW RIGHT 46-84 DEGREES - 1260# IN 2x6 / 1465# IN 2x8 THGQ2-SDS3 1-Std Roof Hangers 2 2-PLY TO 2-PLY HEAVY HANGER (INCL. SCREWS) - 9770# SPF / 11635# SYP THJA26 Hanger 12 ITEMS SUB-TOTAL: SUB-TOTAL GRAND TOTAL ***** IMPORTANT NOTE ***** It is the sole responsibility of the retailer to supply all attached drawings and information to their customer for review and approval. Any and all changes must be received by Truss Engineering prior to the cancellation date. Any changes received after cancellation date may result in added charges and delay of order. No response before cancellation date will be perceived as a full approval of order. Truss Engineering is responsible for supplying only the material as listed on the order. Deliveries are F.O.B. our truck to jobsite. Inability to access the jobsite or take delivery of order may result in additional charges. Truss Engineering Corporation - 181 Goodwin Street Indian Orchard, MA 01151 (413) 543-1298 Lumber Yard: Rugg Lumber - Hat.Contractor: KENT HICKSJob Name: SIERROS RESIDENCE Street: OLD WILSON RD City/Town, State: NORTHAMPTON, MA Job: 14664 Scale: Fit Date: 8/7/2006 G01 CJ1CJ2 CJ2C J 102 04 02 04010301030506050605060506 G02G03G04 G04G03T01 T02 T03 T04CJ309 08 0908CJ309 080908 07 07 07 07 G05 T05SG G06 CJ4CJ411101011G06 CJ4CJ411101011G07AG07B PC1 PC2 V02 V03 V04 V05 V01G10VH5VH4VH3H2H1AH1A17GT07VT08VG09V06V07V08V09V10 V11 V12 G10H5GH3GH1GH1CH1CH1GM2M217G V10 V11 V12 H7T07T08G12CJ6C J6H8G12C J 6 CJ6H8H7VV13 V14 V15 V16 V17 V18 V19 V20 V21 V22 TP4TP3TP2TP4TP3TP2G08C J 5 CJ513 14 13 14 15161516H6T05 ( 4 )03 ( 3 )03 ( 3 ) H1B ( 10 ) T06 ( 4 )17B ( 12 )17 ( 6 )17 ( 18 )18 ( 6 )18 ( 6 )TP1 ( 9 )12 ( 6 )PC3 PC4 H4A H4BTP53'3"12 13'3"12 4'0"04'0"06'11"26'11"25'10"2 4'0"0 4'0"0 3'3"12 13'3"12 6'0"0 6'0"06'0"0 6'0"018'0"010'6"12 Job 14664 Truss V22 Truss Type VALLEY Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:51:15 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:12.6 T1 T1 B1 ST1 1 2 3 4 2x3 3x4 2x3 1.5x4 0-0-0 5-9-14 5-9-14 0-0-0 2-10-15 2-10-15 2-10-15 5-9-14 0-0-61-11-111-11-110-0-68.00 12 LOADING (psf)TCLLTCDL BCLL BCDL 40.010.0 0.0 * 10.0 SPACING Plates IncreaseLumber Increase Rep Stress Incr Code 2-0-01.151.15 YES BOCA/ANSI95 CSI TCBC WB (Matrix) 0.170.07 0.04 DEFL Vert(LL)Vert(TL) Horz(TL) inn/an/a 0.00 (loc) - - 3 l/defln/an/a n/a L/d999999 n/a PLATES MT20 Weight: 15 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 OTHERS 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 5-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 167/5-9-14 3 = 167/5-9-14 4 = 260/5-9-14 Max Horz 1 = -47(load case 4) Max Uplift 1 = -41(load case 6) 3 = -41(load case 6)4 = -16(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =-100 2-3 =-100 BOT CHORD 1-4 =37 BOT CHORD 3-4 =37 WEBS 2-4 =-198 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS automatic zone and C-C Corner(3) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 1, 41 lb uplift at joint 3 and 16 lb uplift at joint 4. 8) All Plates 20 Gauge Unless Noted Job 14664 Truss V21 Truss Type VALLEY Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:51:08 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:17.7 T1 T1 B1 ST1 1 2 3 4 5 6 3x5 3x8 3x5 1.5x4 0-0-0 9-3-14 9-3-14 0-0-0 4-7-15 4-7-15 4-7-15 9-3-14 0-0-63-1-113-1-110-0-68.00 12 Plate Offsets (X,Y): [1:0-2-4,0-1-8], [3:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.31 0.21 0.10 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2OTHERS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 243/9-3-14 3 = 243/9-3-14 4 = 528/9-3-14 Max Horz 1 = -81(load case 4) Max Uplift 1 = -44(load case 6) 3 = -48(load case 7) 4 = -62(load case 6) Max Grav 1 = 244(load case 10) 3 = 244(load case 11) 4 = 528(load case 1) FORCES (lb) - First Load Case OnlyTOP CHORD1-5 =-197 2-5 =38 2-6 =383-6 =-197 BOT CHORD 1-4 =79 3-4 =79 WEBS 2-4 =-374 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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 1-0-0 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 44 lb uplift at joint 1, 48 lb uplift at joint 3 and 62 lb uplift at joint 4.8) All Plates 20 Gauge Unless Noted Job 14664 Truss V20 Truss Type VALLEY Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:50:58 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:22.9 T1 T1 B1 ST1ST1 1 2 3 4 5 7 6 8 9 3x5 3x4 3x5 1.5x4 1.5x4 1.5x4 1.5x4 0-0-0 12-9-14 12-9-14 0-0-0 6-4-15 6-4-15 6-4-15 12-9-14 0-0-64-3-114-3-110-0-68.00 12 Plate Offsets (X,Y): [1:0-2-4,0-1-8], [3:0-3-3,Edge], [5:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.37 0.21 0.12 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 38 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2OTHERS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 1 = 162/12-9-14 5 = 162/12-9-14 6 = 555/12-9-14 7 = 555/12-9-14 Max Horz 1 = -114(load case 4) Max Uplift 6 = -156(load case 7) 7 = -159(load case 6) Max Grav 1 = 184(load case 10) 5 = 184(load case 11) 6 = 562(load case 11) 7 = 562(load case 10) Max Grav1 = 184(load case 10)5 = 184(load case 11)6 = 562(load case 11) 7 = 562(load case 10) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =251 2-8 =9 3-8 =80 3-9 =80 4-9 =9 4-5 =251 BOT CHORD 1-7 =-96 6-7 =-96 5-6 =-96 WEBS 4-6 =-450 2-7 =-450 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors.5) Gable requires continuous bottom chord bearing. 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 1-0-0 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 156 lb uplift at joint 6 and 159 lb uplift at joint 7. 8) All Plates 20 Gauge Unless Noted Job 14664 Truss V19 Truss Type VALLEY Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:50:45 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:28.1 T1 T1 B1 ST2 ST1ST1 1 2 3 4 5 8 7 6 9 10 11 12 3x5 3x4 3x5 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-0 16-3-14 16-3-14 0-0-0 8-1-15 8-1-15 8-1-15 16-3-14 0-0-65-5-115-5-110-0-68.00 12 Plate Offsets (X,Y): [1:0-2-4,0-1-8], [5:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.39 0.22 0.13 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2OTHERS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 243/16-3-14 5 = 243/16-3-14 7 = 328/16-3-14 6 = 598/16-3-14 8 = 598/16-3-14 Max Horz 1 = -148(load case 4) Max Uplift 1 = -13(load case 7) 5 = -16(load case 7) 6 = -165(load case 7) 8 = -165(load case 6) Max Grav 1 = 243(load case 1) Max Grav5 = 243(load case 1)7 = 328(load case 1)6 = 602(load case 11) 8 = 602(load case 10) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =95 2-9 =-151 3-9 =-41 3-10 =-41 4-10 =-151 4-5 =-158 BOT CHORD 1-8 =34 8-11 =34 7-11 =34 7-12 =34 6-12 =34 5-6 =34 WEBS 3-7 =-190 4-6 =-444 2-8 =-444 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Corner(3) 0-5-12 to 3-5-12, Exterior(2) 3-5-12 to 5-1-15, Corner(3) 5-1-15 to 8-1-15, Exterior(2) 11-1-15 to 12-10-2 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) As requested, plates have not been designed to provide for placement tolerances orrough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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 1-0-0 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 13 lb uplift at joint 1, 16 lb uplift at joint 5, 165 lb uplift at joint 6 and 165 lb uplift at joint 8. 8) All Plates 20 Gauge Unless Noted Job 14664 Truss V18 Truss Type VALLEY Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:50:33 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:34.0 T1 T1 B1 ST2 ST1ST1 1 2 3 4 5 8 7 6 9 10 11 123x5 3x8 3x5 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-0 19-9-14 19-9-14 0-0-0 9-10-15 9-10-15 9-10-15 19-9-14 0-0-66-7-116-7-110-0-68.00 12 Plate Offsets (X,Y): [1:0-2-4,0-1-8], [5:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.37 0.24 0.32 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 62 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2OTHERS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 257/19-9-14 5 = 257/19-9-14 7 = 675/19-9-14 6 = 690/19-9-14 8 = 690/19-9-14 Max Horz 1 = -181(load case 4) Max Uplift 1 = -22(load case 4) 5 = -14(load case 7) 6 = -171(load case 7) 8 = -171(load case 6) Max Grav 1 = 257(load case 1) Max Grav5 = 257(load case 1)7 = 675(load case 1)6 = 713(load case 11) 8 = 713(load case 10) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =-203 2-9 =-229 3-9 =-92 3-10 =-92 4-10 =-229 4-5 =-203 BOT CHORD 1-8 =76 8-11 =76 7-11 =76 7-12 =76 6-12 =76 5-6 =76 WEBS 3-7 =-384 4-6 =-505 2-8 =-505 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Corner(3) 0-5-12 to 3-5-12, Exterior(2) 3-5-12 to 6-10-15, Corner(3) 6-10-15 to 9-10-15, Exterior(2) 12-10-15 to 16-4-2 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) As requested, plates have not been designed to provide for placement tolerances orrough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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 1-0-0 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 22 lb uplift at joint 1, 14 lb uplift at joint 5, 171 lb uplift at joint 6 and 171 lb uplift at joint 8. 8) All Plates 20 Gauge Unless Noted Job 14664 Truss V17 Truss Type VALLEY Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:50:11 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:35.6 T1 T2 T1 B1 ST3 ST1 ST2 ST1 ST2 B2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 193x5 5x6 5x6 3x5 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-0 23-3-14 23-3-14 0-0-0 10-3-15 10-3-15 2-8-0 12-11-15 10-3-15 23-3-14 0-0-66-9-36-11-06-11-00-0-66-9-38.00 12 Plate Offsets (X,Y): [1:0-2-4,0-1-8], [3:0-2-11,0-2-0], [5:0-2-11,0-2-0], [7:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.43 0.28 0.38 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 85 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2OTHERS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 252/23-3-14 7 = 252/23-3-14 11 = -282/23-3-14 8 = 738/23-3-14 10 = 704/23-3-14 13 = 738/23-3-14 12 = 704/23-3-14 Max Horz 1 = 188(load case 5) Max Uplift 1 = -32(load case 4) 7 = -19(load case 7) 11 = -282(load case 1) Max Uplift8 = -177(load case 7)10 = -31(load case 4)13 = -177(load case 6) 12 = -71(load case 5) Max Grav 1 = 252(load case 1) 7 = 252(load case 1) 11 = 43(load case 7) 8 = 738(load case 11) 10 = 719(load case 11) 13 = 738(load case 10) 12 = 719(load case 10) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =49 2-14 =-249 3-14 =-97 3-4 =-87 4-5 =-87 5-15 =-97 6-15 =-249 6-7 =-204 BOT CHORD 1-13 =81 13-16 =81 16-17 =81 12-17 =81 11-12 =91 10-11 =91 10-18 =81 9-18 =81 9-19 =81 8-19 =81 BOT CHORD7-8 =81WEBS4-11 =170 6-8 =-540 5-10 =-421 2-13 =-540 3-12 =-421 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Corner(3) 0-5-12 to 3-5-12, Exterior(2) 3-5-12 to 7-3-15, Corner(3) 7-3-15 to 15-11-15, Exterior(2) 15-11-15 to 19-10-2 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) Gable requires continuous bottom chord bearing. 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 1-0-0 wide will fit between the bottom chord and any other members. Continued on page 2 Job 14664 Truss V16 Truss Type VALLEY Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:49:22 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:38.3 T1 T2 T1 B1 ST3 ST1 ST2 ST1 ST2 B2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 173x5 4x6 4x6 3x5 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-0 26-9-14 26-9-14 0-0-0 10-0-15 10-0-15 6-8-0 16-8-15 10-0-15 26-9-14 0-0-66-7-36-9-06-9-00-0-66-7-38.00 12 Plate Offsets (X,Y): [1:0-2-4,0-1-8], [3:0-2-12,0-1-14], [5:0-2-12,0-1-14], [7:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.40 0.25 0.34 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 92 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2OTHERS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 243/26-9-14 7 = 243/26-9-14 11 = 442/26-9-14 8 = 717/26-9-14 9 = 665/26-9-14 13 = 717/26-9-14 12 = 665/26-9-14 Max Horz 1 = 183(load case 5) Max Uplift 1 = -32(load case 4) 7 = -15(load case 7) 11 = -104(load case 4) Max Uplift8 = -175(load case 7)9 = -32(load case 4)13 = -175(load case 6) 12 = -75(load case 5) Max Grav 1 = 243(load case 1) 7 = 243(load case 1) 11 = 488(load case 11) 8 = 718(load case 11) 9 = 668(load case 11) 13 = 718(load case 10) 12 = 668(load case 10) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =71 2-14 =-219 3-14 =-74 3-4 =-73 4-5 =-73 5-15 =-74 6-15 =-219 6-7 =-183 BOT CHORD 1-13 =62 13-16 =62 12-16 =62 11-12 =71 10-11 =71 9-10 =71 9-17 =62 8-17 =62 7-8 =62 WEBS 4-11 =-265 WEBS6-8 =-525 5-9 =-404 2-13 =-5253-12 =-404 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Corner(3) 0-5-12 to 3-5-12, Exterior(2) 3-5-12 to 7-0-15, Corner(3) 7-0-15 to 10-0-15, Exterior(2) 13-0-15 to 13-8-15, Corner(3) 16-8-15 to 26-4-2 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) Gable requires continuous bottom chord bearing. 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 1-0-0 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 32 lb uplift at joint 1, 15 lb uplift at joint 7, 104 lb uplift at joint 11, 175 lb uplift at joint 8, 32 lb uplift at joint 9, 175 lb uplift at joint 13 and 75 lb uplift at joint 12.Continued on page 2 Job 14664 Truss V15 Truss Type VALLEY Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:48:37 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:39.2 T1 T2 T1 B1 ST3 ST1 ST2 ST1 ST2 B2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 193x5 4x9 4x9 3x5 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-0 30-3-14 30-3-14 0-0-0 9-9-15 9-9-15 10-8-0 20-5-15 9-9-15 30-3-14 0-0-66-5-36-7-06-7-00-0-66-5-38.00 12 Plate Offsets (X,Y): [1:0-2-4,0-1-8], [3:0-4-8,0-1-3], [5:0-4-8,0-1-3], [7:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.44 0.28 0.46 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 99 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2OTHERS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 251/30-3-14 7 = 251/30-3-14 11 = 890/30-3-14 8 = 666/30-3-14 9 = 744/30-3-14 13 = 666/30-3-14 12 = 744/30-3-14 Max Horz 1 = 178(load case 5) Max Uplift 1 = -34(load case 4) 7 = -15(load case 7) 11 = -161(load case 4) Max Uplift8 = -172(load case 7)9 = -51(load case 4)13 = -173(load case 6) 12 = -95(load case 5) Max Grav 1 = 251(load case 1) 7 = 251(load case 1) 11 = 912(load case 11) 8 = 668(load case 11) 9 = 748(load case 11) 13 = 668(load case 10) 12 = 748(load case 10) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =-185 2-14 =-204 3-14 =61 3-4 =-75 4-5 =-75 5-15 =61 6-15 =-204 6-7 =-185 BOT CHORD 1-13 =61 13-16 =61 12-16 =61 12-17 =71 11-17 =71 10-11 =71 10-18 =71 9-18 =71 9-19 =61 8-19 =61 BOT CHORD7-8 =61WEBS4-11 =-550 6-8 =-493 5-9 =-461 2-13 =-493 3-12 =-461 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Corner(3) 0-5-12 to 3-5-12, Exterior(2) 3-5-12 to 6-9-15, Corner(3) 6-9-15 to 9-9-15, Exterior(2) 12-9-15 to 17-5-15, Corner(3) 20-5-15 to 29-10-2 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) Gable requires continuous bottom chord bearing. 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 1-0-0 wide will fit between the bottom chord and any other members. Continued on page 2 Job 14664 Truss V14 Truss Type VALLEY Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:47:06 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:42.6 T1 T2 T1 B1 ST3 ST1 ST2ST3 ST1 ST2 ST3 B1B2 W1 W1 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 283x5 5x6 5x6 3x5 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 1.5x4 3x4 0-0-0 33-9-14 33-9-14 0-0-0 9-6-15 9-6-15 14-8-0 24-2-15 9-6-15 33-9-14 0-0-66-3-36-5-06-5-00-0-66-3-38.00 12 Plate Offsets (X,Y): [1:0-2-4,0-1-8], [3:0-3-0,0-2-2], [7:0-3-0,0-2-2], [9:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.35 0.23 0.29 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 135 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF StudOTHERS2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16,12-14. REACTIONS (lb/size) 1 = 242/33-9-14 9 = 242/33-9-14 14 = 633/33-9-14 10 = 681/33-9-14 11 = 444/33-9-14 12 = 626/33-9-14 18 = 681/33-9-14 17 = 444/33-9-14 16 = 626/33-9-14 Max Horz 1 = 173(load case 5) Max Horz1 = 173(load case 5)Max Uplift1 = -17(load case 4) 9 = -12(load case 7) 14 = -97(load case 4) 10 = -181(load case 7) 12 = -140(load case 4) 18 = -181(load case 6) 17 = -11(load case 5) 16 = -151(load case 5) Max Grav 1 = 244(load case 10) 9 = 244(load case 11) 14 = 633(load case 1) 10 = 681(load case 11) 11 = 446(load case 11) 12 = 626(load case 1) 18 = 681(load case 10) 17 = 446(load case 10) 16 = 626(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-19 =-172 TOP CHORD2-19 =81 2-20 =-192 20-21 =-963-21 =-59 3-4 =29 4-5 =265-6 =26 6-7 =29 7-22 =-59 22-23 =-96 8-23 =-192 8-24 =81 9-24 =-172 BOT CHORD 1-18 =50 18-25 =50 17-25 =50 17-26 =55 16-26 =55 15-16 =-26 14-15 =-26 13-14 =-26 12-13 =-26 12-27 =55 11-27 =55 11-28 =50 10-28 =50 9-10 =50 WEBS 5-14 =-386 8-10 =-496 7-11 =-238 6-12 =-349 2-18 =-496 3-17 =-238 4-16 =-349 3-16 =-158 7-12 =-158 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) 0-5-3 to 3-9-13, Interior(1) 3-9-13 to 6-2-6, Exterior(2) 6-2-6 to 9-6-15, Interior(1) 12-11-8 to 20-10-6, Exterior(2) 24-2-15 to 33-4-11 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified.Continued on page 2 Job 14664 Truss V13 Truss Type VALLEY Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:47:44 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:47.1 T1 T2 T1 B1 ST3 ST1 ST2ST3 ST1 ST2 ST3 T3 B1B2 W1 W1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 27 283x5 5x6 3x5 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 5x8 1.5x4 1.5x4 1.5x4 1.5x4 5x8 5x6 5x6 0-0-0 37-3-14 37-3-14 0-0-0 9-3-15 9-3-15 18-8-0 27-11-15 9-3-15 37-3-14 0-0-66-1-36-3-06-3-00-0-66-1-38.00 12 Plate Offsets (X,Y): [1:0-2-4,0-1-8], [3:0-3-0,0-2-2], [4:0-3-0,0-3-2], [7:0-3-0,0-2-2], [9:0-1-0,0-1-8], [12:0-3-9,0-2-13], [14:0-3-9,0-2-13] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.33 0.22 0.35 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 143 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF StudOTHERS2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14,12-13. REACTIONS (lb/size) 1 = 252/37-3-14 9 = 253/37-3-14 13 = 771/37-3-14 10 = 648/37-3-14 11 = 492/37-3-14 12 = 775/37-3-14 16 = 646/37-3-14 15 = 496/37-3-14 14 = 779/37-3-14 Max Horz 1 = 168(load case 5) Max Horz1 = 168(load case 5)Max Uplift1 = -18(load case 4) 9 = -14(load case 7) 13 = -122(load case 4) 10 = -185(load case 7) 11 = -4(load case 5) 12 = -170(load case 4) 16 = -185(load case 6) 15 = -25(load case 5) 14 = -177(load case 5) Max Grav 1 = 254(load case 10) 9 = 255(load case 11) 13 = 771(load case 1) 10 = 648(load case 11) 11 = 493(load case 11) 12 = 775(load case 1) 16 = 646(load case 10) 15 = 498(load case 10) 14 = 779(load case 1) FORCES (lb) - First Load Case Only TOP CHORD1-17 =-184 2-17 =69 2-18 =-19018-19 =-158 3-19 =46 3-20 =324-20 =26 4-5 =29 5-6 =29 6-21 =20 7-21 =26 7-22 =43 22-23 =-161 8-23 =-193 8-24 =67 9-24 =-186 BOT CHORD 1-16 =57 16-25 =57 15-25 =57 15-26 =65 14-26 =65 13-14 =-29 12-13 =-29 12-27 =66 11-27 =66 11-28 =59 10-28 =59 9-10 =59 WEBS 5-13 =-469 8-10 =-473 7-11 =-282 6-12 =-474 2-16 =-471 3-15 =-284 4-14 =-472 3-14 =-150 7-12 =-143 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) 0-5-3 to 4-2-0, Interior(1) 4-2-0 to 5-7-2, Exterior(2) 5-7-2 to 9-3-15, Interior(1) 13-0-12 to 24-3-2, Exterior(2) 27-11-15 to 36-10-11 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified.Continued on page 2 Job 14664 Truss V12 Truss Type VALLEY Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:43:52 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:10.8 T1 W1 B1 1 2 3 2x3 1.5x4 1.5x4 0-0-0 3-4-5 3-4-5 0-0-0 3-4-5 3-4-5 0-0-62-3-42-3-48.00 12 LOADING (psf)TCLLTCDL BCLL BCDL 40.010.0 0.0 * 10.0 SPACING Plates IncreaseLumber Increase Rep Stress Incr Code 2-0-01.151.15 YES BOCA/ANSI95 CSI TCBC WB (Matrix) 0.220.08 0.00 DEFL Vert(LL)Vert(TL) Horz(TL) inn/an/a 0.00 (loc) - - l/defln/an/a n/a L/d999999 n/a PLATES MT20 Weight: 10 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 3-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 167/3-4-5 3 = 167/3-4-5 Max Horz 1 = 71(load case 6) Max Uplift 1 = -4(load case 6) 3 = -51(load case 6) FORCES (lb) - First Load Case OnlyTOP CHORD1-2 =62 2-3 =-139 BOT CHORD 1-3 =0 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS automatic zone and C-C Corner(3) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Gable requires continuous bottom chord bearing. 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 1-0-0 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 4 lb uplift at joint 1 and 51 lb uplift at joint 3. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss V11 Truss Type GABLE Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:43:44 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:18.2 T1 W1 B1 1 2 3 2x3 1.5x4 1.5x4 0-0-0 5-1-5 5-1-5 0-0-0 5-1-5 5-1-5 0-0-63-5-43-5-48.00 12 LOADING (psf)TCLLTCDL BCLL BCDL 40.010.0 0.0 * 10.0 SPACING Plates IncreaseLumber Increase Rep Stress Incr Code 2-0-01.151.15 YES BOCA/ANSI95 CSI TCBC WB (Matrix) 0.580.21 0.00 DEFL Vert(LL)Vert(TL) Horz(TL) inn/an/a 0.00 (loc) - - l/defln/an/a n/a L/d999999 n/a PLATES MT20 Weight: 15 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 5-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 272/5-1-5 3 = 272/5-1-5 Max Horz 1 = 115(load case 6) Max Uplift 1 = -6(load case 6) 3 = -83(load case 6) FORCES (lb) - First Load Case OnlyTOP CHORD1-2 =100 2-3 =-226 BOT CHORD 1-3 =0 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Gable requires continuous bottom chord bearing. 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 1-0-0 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 6 lb uplift at joint 1 and 83 lb uplift at joint 3. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss V10 Truss Type GABLE Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:43:32 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:23.4 T1 W1 B1 ST1 1 2 3 5 4 6 2x3 1.5x4 1.5x4 1.5x4 1.5x4 0-0-0 6-10-5 6-10-5 0-0-0 6-10-5 6-10-5 0-0-64-7-44-7-48.00 12 LOADING (psf)TCLLTCDL BCLL BCDL 40.010.0 0.0 * 10.0 SPACING Plates IncreaseLumber Increase Rep Stress Incr Code 2-0-01.151.15 YES BOCA/ANSI95 CSI TCBC WB (Matrix) 0.480.17 0.13 DEFL Vert(LL)Vert(TL) Horz(TL) inn/an/a 0.00 (loc) - - l/defln/an/a n/a L/d999999 n/a PLATES MT20 Weight: 24 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 222/6-10-5 4 = -34/6-10-5 5 = 565/6-10-5 Max Horz 1 = 154(load case 6) Max Uplift 4 = -34(load case 1)5 = -169(load case 6)Max Grav1 = 222(load case 1) 4 = 19(load case 6) 5 = 565(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =150 2-6 =-111 3-6 =-55 3-4 =28 BOT CHORD 1-5 =0 4-5 =0 WEBS 2-5 =-471 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.4) Gable requires continuous bottom chord bearing. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 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 34 lb uplift at joint 4 and 169 lb uplift at joint 5. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss V09 Truss Type VALLEY Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:43:14 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:6.9 T1 T1 B1 1 2 3 2x3 2x4 2x3 0-0-0 4-3-7 4-3-7 0-0-0 2-1-11 2-1-11 2-1-12 4-3-7 0-0-61-3-61-3-61-3-60-0-67.00 12 Plate Offsets (X,Y): [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.08 0.12 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2BRACING TOP CHORD Sheathed or 4-3-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 199/4-3-7 3 = 199/4-3-7 Max Horz 1 = -28(load case 4) Max Uplift 1 = -33(load case 6) 3 = -33(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =-198 2-3 =-198 BOT CHORD 1-3 =142 NOTES (8) 1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B;enclosed; MWFRS automatic zone and C-C Corner(3) zone; cantilever left and rightexposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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 1-0-0 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 33 lb uplift at joint 1 and 33 lb uplift at joint 3. 8) All Plates 20 Gauge Unless Noted Job 14664 Truss V08 Truss Type VALLEY Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:43:08 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:15.3 T1 T1 B1 ST1 1 2 3 4 5 6 2x3 3x4 2x3 1.5x4 0-0-0 8-10-5 8-10-5 0-0-0 4-5-2 4-5-2 4-5-3 8-10-5 0-0-62-7-62-7-62-7-60-0-67.00 12 LOADING (psf)TCLLTCDL BCLL BCDL 40.010.0 0.0 * 10.0 SPACING Plates IncreaseLumber Increase Rep Stress Incr Code 2-0-01.151.15 YES BOCA/ANSI95 CSI TCBC WB (Matrix) 0.440.16 0.08 DEFL Vert(LL)Vert(TL) Horz(TL) inn/an/a 0.00 (loc) - - 3 l/defln/an/a n/a L/d999999 n/a PLATES MT20 Weight: 23 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 OTHERS 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 257/8-10-5 3 = 257/8-10-5 4 = 432/8-10-5 Max Horz 1 = -66(load case 4) Max Uplift 1 = -57(load case 6) 3 = -60(load case 7)4 = -31(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-5 =-140 2-5 =-40 2-6 =-40 3-6 =-140 BOT CHORD 1-4 =52 BOT CHORD 3-4 =52 WEBS 2-4 =-334 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 1, 60 lb uplift at joint 3 and 31 lb uplift at joint 4. 8) All Plates 20 Gauge Unless Noted Job 14664 Truss V07 Truss Type VALLEY Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:43:00 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:21.2 T1 T1 B1 ST1ST1 1 2 3 4 5 7 6 8 9 3x5 3x4 3x5 1.5x4 1.5x4 1.5x4 1.5x4 0-0-0 13-5-2 13-5-2 0-0-0 6-8-9 6-8-9 6-8-9 13-5-2 0-0-63-11-63-11-63-11-60-0-67.00 12 Plate Offsets (X,Y): [1:0-2-10,0-1-8], [2:0-0-0,0-0-0], [3:0-3-3,Edge], [5:0-0-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.37 0.20 0.11 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2OTHERS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 1 = 196/13-5-2 5 = 196/13-5-2 6 = 551/13-5-2 7 = 552/13-5-2 Max Horz 1 = -104(load case 4) Max Uplift 6 = -135(load case 7) 7 = -137(load case 6) Max Grav 1 = 204(load case 10) 5 = 204(load case 11) 6 = 554(load case 11) 7 = 554(load case 10) Max Grav1 = 204(load case 10)5 = 204(load case 11)6 = 554(load case 11) 7 = 554(load case 10) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =176 2-8 =-46 3-8 =40 3-9 =40 4-9 =-46 4-5 =176 BOT CHORD 1-7 =-46 6-7 =-46 5-6 =-46 WEBS 4-6 =-442 2-7 =-442 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors.5) Gable requires continuous bottom chord bearing. 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 1-0-0 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 135 lb uplift at joint 6 and 137 lb uplift at joint 7. 8) All Plates 20 Gauge Unless Noted Job 14664 Truss V06 Truss Type VALLEY Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:42:49 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:27.0 T1 T1 B1 ST2 ST1ST1 1 2 3 4 5 8 7 6 9 10 11 12 3x5 4x5 3x5 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-0 18-0-0 18-0-0 0-0-0 9-0-0 9-0-0 9-0-0 18-0-0 0-0-65-3-65-3-60-0-67.00 12 Plate Offsets (X,Y): [1:0-2-10,0-1-8], [3:0-2-8,0-2-2], [5:0-0-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.31 0.20 0.16 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 54 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2OTHERS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 243/18-0-0 5 = 243/18-0-0 7 = 491/18-0-0 6 = 610/18-0-0 8 = 610/18-0-0 Max Horz 1 = -143(load case 4) Max Uplift 1 = -16(load case 6) 5 = -24(load case 7) 6 = -146(load case 7) 8 = -146(load case 6) Max Grav 1 = 243(load case 1) Max Grav5 = 243(load case 1)7 = 491(load case 1)6 = 623(load case 11) 8 = 623(load case 10) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =68 2-9 =-166 3-9 =-56 3-10 =-56 4-10 =-166 4-5 =-159 BOT CHORD 1-8 =49 8-11 =49 7-11 =49 7-12 =49 6-12 =49 5-6 =49 WEBS 3-7 =-307 4-6 =-466 2-8 =-466 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Corner(3) 0-6-8 to 3-6-8, Exterior(2) 3-6-8 to 6-0-0, Corner(3) 6-0-0 to 9-0-0, Exterior(2) 12-0-0 to 14-5-8 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) As requested, plates have not been designed to provide for placement tolerances orrough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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 1-0-0 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 16 lb uplift at joint 1, 24 lb uplift at joint 5, 146 lb uplift at joint 6 and 146 lb uplift at joint 8. 8) All Plates 20 Gauge Unless Noted Job 14664 Truss V05 Truss Type VALLEY Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:42:22 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:13.3 T1 T1 B1 ST1 1 2 3 4 2x3 3x4 2x3 1.5x4 0-0-0 6-4-2 6-4-2 0-0-0 3-2-1 3-2-1 3-2-1 6-4-2 0-0-62-1-122-1-120-0-68.00 12 LOADING (psf)TCLLTCDL BCLL BCDL 40.010.0 0.0 * 10.0 SPACING Plates IncreaseLumber Increase Rep Stress Incr Code 2-0-01.151.15 YES BOCA/ANSI95 CSI TCBC WB (Matrix) 0.210.08 0.05 DEFL Vert(LL)Vert(TL) Horz(TL) inn/an/a 0.00 (loc) - - 3 l/defln/an/a n/a L/d999999 n/a PLATES MT20 Weight: 17 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 OTHERS 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 185/6-4-2 3 = 185/6-4-2 4 = 287/6-4-2 Max Horz 1 = -52(load case 4) Max Uplift 1 = -45(load case 6) 3 = -45(load case 6)4 = -17(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =-110 2-3 =-111 BOT CHORD 1-4 =41 BOT CHORD 3-4 =41 WEBS 2-4 =-218 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS automatic zone and C-C Corner(3) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 1, 45 lb uplift at joint 3 and 17 lb uplift at joint 4. 8) All Plates 20 Gauge Unless Noted Job 14664 Truss V04 Truss Type VALLEY Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:42:14 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:18.5 T1 T1 B1 ST1 1 2 3 4 5 6 4x4 4x9 4x4 1.5x4 0-0-0 9-10-2 9-10-2 0-0-0 4-11-1 4-11-1 4-11-1 9-10-2 0-0-63-3-123-3-120-0-68.00 12 Plate Offsets (X,Y): [1:0-3-0,0-2-0], [3:0-0-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.35 0.23 0.11 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2OTHERS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 258/9-10-2 3 = 258/9-10-2 4 = 561/9-10-2 Max Horz 1 = -86(load case 4) Max Uplift 1 = -46(load case 6) 3 = -51(load case 7) 4 = -63(load case 6) Max Grav 1 = 259(load case 10) 3 = 259(load case 11) 4 = 561(load case 1) FORCES (lb) - First Load Case OnlyTOP CHORD1-5 =-209 2-5 =40 2-6 =403-6 =-209 BOT CHORD 1-4 =84 3-4 =84 WEBS 2-4 =-397 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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 1-0-0 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 46 lb uplift at joint 1, 51 lb uplift at joint 3 and 63 lb uplift at joint 4.8) All Plates 20 Gauge Unless Noted Job 14664 Truss V03 Truss Type VALLEY Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:41:59 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:23.6 T1 T1 B1 ST1ST1 1 2 3 4 5 7 6 8 9 10 11 3x5 3x4 3x5 1.5x4 1.5x4 1.5x4 1.5x4 0-0-0 13-4-2 13-4-2 0-0-0 6-8-1 6-8-1 6-8-1 13-4-2 0-0-64-5-124-5-120-0-68.00 12 Plate Offsets (X,Y): [1:0-2-4,0-1-8], [3:0-3-3,Edge], [5:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.37 0.21 0.12 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2OTHERS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 1 = 190/13-4-2 5 = 190/13-4-2 6 = 579/13-4-2 7 = 579/13-4-2 Max Horz 1 = -119(load case 4) Max Uplift 6 = -155(load case 7) 7 = -157(load case 6) Max Grav 1 = 200(load case 10) 5 = 200(load case 11) 6 = 582(load case 11) 7 = 582(load case 10) Max Grav1 = 200(load case 10)5 = 200(load case 11)6 = 582(load case 11) 7 = 582(load case 10) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =197 2-8 =-50 3-8 =42 3-9 =42 4-9 =-50 4-5 =197 BOT CHORD 1-7 =-51 7-10 =-51 10-11 =-51 6-11 =-51 5-6 =-51 WEBS 4-6 =-446 2-7 =-446 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors.5) Gable requires continuous bottom chord bearing. 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 1-0-0 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 155 lb uplift at joint 6 and 157 lb uplift at joint 7. 8) All Plates 20 Gauge Unless Noted Job 14664 Truss V02 Truss Type VALLEY Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:41:48 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:29.0 T1 T1 B1 ST2 ST1ST1 1 2 3 4 5 8 7 6 9 10 11 12 3x5 3x5 3x5 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-0 16-10-2 16-10-2 0-0-0 8-5-1 8-5-1 8-5-1 16-10-2 0-0-65-7-125-7-120-0-68.00 12 Plate Offsets (X,Y): [1:0-2-4,0-1-8], [5:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.40 0.22 0.13 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2OTHERS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 247/16-10-2 5 = 247/16-10-2 7 = 386/16-10-2 6 = 607/16-10-2 8 = 607/16-10-2 Max Horz 1 = -153(load case 4) Max Uplift 1 = -12(load case 7) 5 = -16(load case 7) 6 = -165(load case 7) 8 = -165(load case 6) Max Grav 1 = 247(load case 1) Max Grav5 = 247(load case 1)7 = 386(load case 1)6 = 614(load case 11) 8 = 614(load case 10) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =87 2-9 =-162 3-9 =-49 3-10 =-49 4-10 =-162 4-5 =-166 BOT CHORD 1-8 =41 8-11 =41 7-11 =41 7-12 =41 6-12 =41 5-6 =41 WEBS 3-7 =-223 4-6 =-450 2-8 =-450 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Corner(3) 0-5-12 to 3-5-12, Exterior(2) 3-5-12 to 5-5-1, Corner(3) 5-5-1 to 8-5-1, Exterior(2) 11-5-1 to 13-4-6 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) As requested, plates have not been designed to provide for placement tolerances orrough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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 1-0-0 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 12 lb uplift at joint 1, 16 lb uplift at joint 5, 165 lb uplift at joint 6 and 165 lb uplift at joint 8. 8) All Plates 20 Gauge Unless Noted Job 14664 Truss V01 Truss Type VALLEY Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:41:31 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:34.8 T1 T1 B1 ST2 ST1ST1 B2 1 2 3 4 5 9 8 7 6 10 11 123x5 4x9 3x5 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-0 20-4-2 20-4-2 0-0-0 10-2-1 10-2-1 10-2-1 20-4-2 0-0-66-9-126-9-120-0-68.00 12 Plate Offsets (X,Y): [1:0-2-4,0-1-8], [5:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.40 0.25 0.36 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 63 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2OTHERS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 258/20-4-2 5 = 258/20-4-2 8 = 719/20-4-2 6 = 704/20-4-2 9 = 709/20-4-2 Max Horz 1 = -186(load case 4) Max Uplift 1 = -25(load case 4) 5 = -13(load case 7) 6 = -173(load case 7) 9 = -173(load case 6) Max Grav 1 = 258(load case 1) Max Grav5 = 258(load case 1)8 = 719(load case 1)6 = 730(load case 11) 9 = 735(load case 10) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =-208 2-10 =-241 3-10 =-98 3-11 =-98 4-11 =-241 4-5 =-208 BOT CHORD 1-9 =82 9-12 =82 8-12 =82 7-8 =82 6-7 =82 5-6 =82 WEBS 3-8 =-409 4-6 =-517 2-9 =-517 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Corner(3) 0-5-12 to 3-5-12, Exterior(2) 3-5-12 to 7-2-1, Corner(3) 7-2-1 to 10-2-1, Exterior(2) 13-2-1 to 16-10-6 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) As requested, plates have not been designed to provide for placement tolerances orrough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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 1-0-0 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 25 lb uplift at joint 1, 13 lb uplift at joint 5, 173 lb uplift at joint 6 and 173 lb uplift at joint 9. 8) All Plates 20 Gauge Unless Noted Job 14664 Truss TP5 Truss Type SPECIAL Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:41:03 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:13.2 W1 T1 W1 B1 W2 W1 W2 W1 W2 1 2 3 4 8 7 6 5 9 10 11 12 3x5 3x4 3x4 3x5 3x4 3x4 1.5x4 3x8 0-0-0 3-6-15 3-6-15 3-5-3 7-0-1 3-6-15 10-7-0 0-0-0 3-6-15 3-6-15 3-5-3 7-0-1 3-6-15 10-7-0 1-3-111-3-11LOADING (psf)TCLLTCDL BCLL BCDL 40.010.0 0.0 * 10.0 SPACING Plates IncreaseLumber Increase Rep Stress Incr Code 2-0-01.151.15 YES BOCA/ANSI95 CSI TCBC WB (Matrix) 0.480.51 0.41 DEFL Vert(LL)Vert(TL) Horz(TL) in-0.07-0.10 0.02 (loc)6-76-7 5 l/defl>999>999 n/a L/d240180 n/a PLATES MT20 Weight: 38 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud BRACING TOP CHORD 2-0-0 oc purlins (4-9-6 max.): 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 1, 4 REACTIONS (lb/size) 8 = 618/0-3-8 5 = 618/0-3-8 Max Uplift 8 = -101(load case 4) 5 = -101(load case 4) FORCES (lb) - First Load Case OnlyTOP CHORD1-8 =-190 1-9 =-187 2-9 =-187 2-10 =-1419 10-11 =-1419 3-11 =-1419 3-12 =-187 4-12 =-187 4-5 =-190 BOT CHORD 7-8 =1419 BOT CHORD 6-7 =1419 5-6 =1419 WEBS 2-8 =-1285 2-7 =40 3-7 =0 3-6 =40 3-5 =-1285 NOTES (8) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-5-4, Exterior(2) 7-5-4 to 10-5-4 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord andany other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 8 and 101 lb uplift at joint 5. 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 8) All Plates 20 Gauge Unless Noted Job 14664 Truss TP4 Truss Type GABLE Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:31:42 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale: 1/2"=1' T1 T1 T2 B1 ST2 ST1ST2ST1ST2 B11 2 3 7 8 9 4 5 6 14 13 12 11 10 15 16 17 18 4x4 4x4 3x4 5x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 0-0-0 18-3-7 18-3-7 0-0-0 2-3-14 2-3-14 13-7-11 15-11-9 2-3-14 18-3-7 0-4-71-0-131-4-40-1-101-4-40-4-70-1-101-0-137.00 12 Plate Offsets (X,Y): [3:0-1-15,0-1-15], [7:0-1-15,0-1-15], [12:0-3-0,0-2-13] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.17 0.07 0.08 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 8 9 8 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 44 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2OTHERS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 10-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 2 = 86/16-6-11 12 = 414/16-6-11 10 = 330/16-6-11 11 = 428/16-6-11 14 = 330/16-6-11 13 = 428/16-6-11 8 = 86/16-6-11 Max Horz 2 = -25(load case 4) Max Uplift 2 = -35(load case 6) 12 = -91(load case 4) 10 = -56(load case 4) Max Uplift11 = -95(load case 5)14 = -63(load case 5)13 = -95(load case 4) 8 = -40(load case 7) Max Grav 2 = 86(load case 1) 12 = 414(load case 1) 10 = 331(load case 11) 11 = 430(load case 10) 14 = 331(load case 10) 13 = 430(load case 11) 8 = 86(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =25 2-3 =85 7-8 =85 8-9 =25 3-15 =-24 4-15 =-27 4-16 =-24 5-16 =-24 5-17 =-24 6-17 =-24 6-18 =-27 7-18 =-24 BOT CHORD 2-14 =-25 13-14 =24 12-13 =24 11-12 =24 10-11 =24 8-10 =-25 WEBS 5-12 =-345 WEBS7-10 =-285 6-11 =-355 3-14 =-2854-13 =-355 NOTES (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) 0-3-8 to 5-3-14, Interior(1) 5-3-14 to 12-11-9, Exterior(2) 12-11-9 to 15-11-9 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) Gable requires continuous bottom chord bearing. 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 1-0-0 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 35 lb uplift at joint 2, 91 lb uplift at joint 12, 56 lb uplift at joint 10, 95 lb uplift at joint 11, 63 lb uplift at joint 14, 95 lb uplift at joint 13 and 40 lb uplift at joint 8. Continued on page 2 Job 14664 Truss TP3 Truss Type GABLE Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:30:05 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale: 1/2"=1' T1 T1 T2 B1 ST2 ST1ST1 B11 2 3 5 6 7 4 10 9 8 11 12 13 14 4x5 4x6 3x4 5x6 1.5x4 1.5x4 1.5x4 3x4 0-0-0 18-3-7 18-3-7 0-0-0 4-7-4 4-7-4 9-0-14 13-8-3 4-7-5 18-3-7 0-4-72-4-132-8-40-1-102-8-40-4-70-1-102-4-137.00 12 Plate Offsets (X,Y): [2:0-1-13,0-1-8], [3:0-1-13,0-1-15], [5:0-2-13,0-1-15], [6:0-1-13,0-1-8], [9:0-3-0,0-2-13] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.32 0.12 0.11 DEFL Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 48 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2OTHERS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 244/16-6-11 9 = 553/16-6-11 8 = 530/16-6-11 10 = 530/16-6-11 6 = 244/16-6-11 Max Horz 2 = -64(load case 4) Max Uplift 2 = -56(load case 6) 9 = -138(load case 4) 8 = -80(load case 7) 10 = -89(load case 6) 6 = -64(load case 7) Max Uplift2 = -56(load case 6)9 = -138(load case 4)8 = -80(load case 7) 10 = -89(load case 6) 6 = -64(load case 7) Max Grav 2 = 244(load case 1) 9 = 577(load case 10) 8 = 530(load case 1) 10 = 530(load case 1) 6 = 244(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =25 2-3 =80 5-6 =-108 6-7 =25 3-11 =-53 11-12 =-53 4-12 =-56 4-13 =-56 13-14 =-53 5-14 =-53 BOT CHORD 2-10 =24 9-10 =53 8-9 =53 6-8 =24 WEBS 4-9 =-465 WEBS5-8 =-422 3-10 =-422 NOTES (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) 0-3-8 to 7-7-4, Interior(1) 7-7-4 to 10-8-3, Exterior(2) 10-8-3 to 13-8-3 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) Gable requires continuous bottom chord bearing. 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 1-0-0 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 56 lb uplift at joint 2, 138 lb uplift at joint 9, 80 lb uplift at joint 8, 89 lb uplift at joint 10 and 64 lb uplift at joint 6. 9) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSSContinued on page 2 Job 14664 Truss TP2 Truss Type GABLE Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:29:01 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale: 1/2"=1' T1 T1 T2 B1 ST3 ST1 ST2 ST1 ST2 B11 2 3 4 6 7 8 9 5 14 13 12 11 10 15 16 17 18 3x4 4x4 3x4 5x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 0-0-0 18-3-7 18-3-7 0-0-0 6-10-11 6-10-11 4-6-0 11-4-12 6-10-12 18-3-7 0-4-73-8-134-0-40-1-104-0-40-4-70-1-103-8-137.00 12 Plate Offsets (X,Y): [2:0-1-14,0-1-8], [4:0-2-0,0-0-15], [6:0-2-0,0-1-15], [8:0-1-14,0-1-8], [12:0-3-0,0-2-13] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.29 0.16 0.09 DEFL Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 58 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2OTHERS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 272/16-6-11 12 = 332/16-6-11 10 = 498/16-6-11 11 = 115/16-6-11 14 = 498/16-6-11 13 = 115/16-6-11 8 = 272/16-6-11 Max Horz 2 = 102(load case 5) Max Uplift 2 = -45(load case 6) 12 = -65(load case 4) 10 = -134(load case 7) Max Uplift11 = -27(load case 5)14 = -135(load case 6)13 = -23(load case 5) 8 = -56(load case 7) Max Grav 2 = 272(load case 1) 12 = 332(load case 1) 10 = 498(load case 1) 11 = 118(load case 10) 14 = 498(load case 1) 13 = 118(load case 11) 8 = 272(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =25 2-15 =-114 15-16 =10 3-16 =98 3-4 =-89 6-7 =-89 7-17 =98 17-18 =10 8-18 =-114 8-9 =25 4-5 =-21 5-6 =-21 BOT CHORD 2-14 =12 13-14 =12 12-13 =17 11-12 =17 10-11 =12 8-10 =12 WEBS 5-12 =-265 WEBS7-10 =-375 6-11 =-118 3-14 =-3754-13 =-118 NOTES (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) 0-3-8 to 3-3-8, Interior(1) 3-3-8 to 3-10-11, Exterior(2) 3-10-11 to 14-4-12, Interior(1) 14-4-12 to 14-11-15 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) Gable requires continuous bottom chord bearing. 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 1-0-0 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 45 lb uplift at joint 2, 65 lb uplift at joint 12, 134 lb uplift at joint 10, 27 lb uplift at joint 11, 135 lb uplift at joint 14, 23 lb uplift at joint 13 and 56 lb uplift at joint 8.Continued on page 2 Job 14664 Truss TP1 Truss Type GABLE Qty 9 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:27:09 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:27.1 T1 T1 B1 ST2 ST1 B1 ST1 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 4x5 3x4 5x6 1.5x4 1.5x4 3x4 1.5x4 1.5x4 0-0-0 18-3-7 18-3-7 0-0-0 9-1-11 9-1-11 9-1-12 18-3-7 0-4-75-4-00-1-105-4-00-4-70-1-107.00 12 Plate Offsets (X,Y): [2:0-1-14,0-1-8], [4:0-2-8,0-2-7], [6:0-1-14,0-1-8], [9:0-3-0,0-2-13] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.30 0.15 0.17 DEFL Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 53 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2OTHERS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 289/16-6-11 9 = 531/16-6-11 8 = 570/16-6-11 6 = 289/16-6-11 10 = 570/16-6-11 Max Horz 2 = 141(load case 5) Max Uplift 2 = -40(load case 6) 8 = -144(load case 7) 6 = -50(load case 7) 10 = -145(load case 6) Max Grav 2 = 289(load case 1) Max Grav9 = 531(load case 1)8 = 588(load case 11)6 = 289(load case 1) 10 = 588(load case 10) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =25 2-11 =-159 3-11 =53 3-12 =-172 12-13 =-78 4-13 =-64 4-14 =-64 14-15 =-78 5-15 =-172 5-16 =53 6-16 =-159 6-7 =25 BOT CHORD 2-10 =55 10-17 =55 9-17 =55 9-18 =55 8-18 =55 6-8 =55 WEBS 4-9 =-336 5-8 =-442 3-10 =-442 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) 0-3-8 to 3-3-8, Interior(1) 3-3-8to 6-1-11, Exterior(2) 6-1-11 to 9-1-11, Interior(1) 12-1-11 to 14-11-15 zone; cantilever leftand right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33.This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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 1-0-0 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 40 lb uplift at joint 2, 144 lb uplift at joint 8, 50 lb uplift at joint 6 and 145 lb uplift at joint 10. 8) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 9) All Plates 20 Gauge Unless Noted Job 14664 Truss T08V Truss Type SPECIAL Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 11:02:22 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:30.2 T1 T2 T3 W10 B1 B2 B3 B2 B4 W1 W2 W3 W4 W5 W6 W7 W9 W10 W11 HW1 W7W8 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 3x8 4x9 2x4 3x6 3x8 4x4 4x5 4x9 4x4 3x5 3x4 3x8 1.5x4 3x8 1.5x4 0-0-0 1-8-8 1-8-8 1-4-1 3-0-9 5-11-7 9-0-0 3-10-8 12-10-8 1-4-0 14-2-8 3-9-8 18-0-0 -1-7-8 1-7-8 0-0-0 1-8-8 1-8-8 1-4-1 3-0-9 5-11-7 9-0-0 1-9-7 10-9-7 3-5-1 14-2-8 3-9-8 18-0-0 0-6-124-9-45-9-126-6-74-9-40-10-117.00 12 8.00 12 Plate Offsets (X,Y): [2:0-3-8,Edge], [3:0-2-7,0-1-8], [4:0-1-15,0-1-8], [6:0-5-4,0-2-0], [8:0-2-6,0-1-8], [12:0-2-7,0-1-8], [13:0-2-0,0-2-2], [14:0-5-4,0-2-2], [16:0-2-8,0-1-8], [17:0-2-12,0-2-3], [18:0-2-0,0-2-2] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.64 0.71 0.82 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.16 0.09 (loc) 16-17 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF StudWEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 3-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-15 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. JOINTS 1 Brace at Jt(s): 9 REACTIONS (lb/size) 12 = 1051/Mechanical 2 = 1245/0-5-8 Max Horz 2 = 200(load case 6) Max Uplift 12 = -169(load case 5) 2 = -196(load case 6) FORCES (lb) - First Load Case Only TOP CHORD1-2 =65 2-3 =-1347 3-4 =-25014-19 =-1360 5-19 =-1218 5-6 =-11696-20 =-1030 7-20 =-1030 7-8 =-1030 8-9 =-19 9-10 =0 9-12 =-166 BOT CHORD 2-18 =918 17-18 =1016 16-17 =2146 15-16 =1188 14-15 =1188 13-14 =743 12-13 =655 11-12 =0 WEBS 3-18 =-577 3-17 =1367 4-17 =384 4-16 =-1114 5-16 =639 6-16 =-297 6-15 =-18 8-14 =932 8-13 =-305 8-12 =-1058 7-14 =-169 6-14 =-330 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-7-8 to 1-4-8, Interior(1) 1-4-8 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0, Interior(1) 10-9-7 to 18-0-0 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) As requested, plates have not been designed to provide for placement tolerances orrough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint 12 and 196 lb uplift at joint 2. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 10) All Plates 20 Gauge Unless Noted Job 14664 Truss T08 Truss Type QUEENPOST Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 11:00:51 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:29.9 B1 T1 T2 W1 W2 W1 HW1 HW1 T3 W4 W3 1 2 3 4 5 6 8 9 7 10 11 12 13 14 5x6 10x12 4x4 3x8 1.5x4 1.5x4 4x4 3x4 1.5x4 1.5x4 0-0-0 9-0-0 9-0-0 9-0-0 18-0-0 -1-7-8 1-7-8 0-0-0 4-8-11 4-8-11 4-3-5 9-0-0 4-3-5 13-3-5 4-8-11 18-0-0 0-6-124-9-45-9-126-6-74-9-47.00 12 Plate Offsets (X,Y): [4:0-2-11,0-2-0], [9:Edge,0-2-15] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.62 0.56 0.24 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.23 0.03 (loc) 2-11 2-11 9 l/defl >999 >913 n/a L/d 240 180 n/a PLATES MT20 Weight: 81 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF StudWEDGE Left: 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 4-7-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9, 5-10. Except: 1 Row at midpt 6-9 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6, 10 REACTIONS (lb/size) 2 = 1253/0-5-8 9 = 1048/Mechanical Max Horz 2 = 200(load case 6) Max Uplift 2 = -196(load case 6) 9 = -166(load case 5) Max Uplift2 = -196(load case 6)9 = -166(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =65 2-12 =-1518 3-12 =-1404 3-13 =-1141 4-13 =-941 4-5 =-989 5-6 =-1058 6-8 =-1221 8-9 =-1394 5-14 =-50 7-14 =-50 7-10 =-50 9-10 =-149 BOT CHORD 2-11 =1166 9-11 =1204 WEBS 3-11 =-326 4-11 =546 6-11 =-369 7-8 =-338 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-7-8 to 1-4-8, Interior(1) 1-4-8 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0, Interior(1) 10-8-15 to 14-10-4 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads.5) As requested, plates have not been designed to provide for placement tolerances orrough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 196 lb uplift at joint 2 and 166 lb uplift at joint 9. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 10) All Plates 20 Gauge Unless Noted Job 14664 Truss T07V Truss Type SPECIAL Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:58:22 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:30.2 T1 T2 T3 W9 B1 B2 B3 B2 B4 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 HW1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 4x5 6x6 2x4 3x6 3x8 4x4 4x5 4x9 4x4 3x5 3x4 3x8 4x9 0-0-0 1-8-8 1-8-8 1-4-1 3-0-9 5-11-7 9-0-0 3-10-8 12-10-8 1-4-0 14-2-8 3-9-8 18-0-0 -1-7-8 1-7-8 0-0-0 1-8-8 1-8-8 1-4-1 3-0-9 5-11-7 9-0-0 3-9-14 12-9-14 1-4-10 14-2-8 3-9-8 18-0-0 0-6-123-5-35-9-126-6-73-5-30-10-117.00 12 8.00 12 Plate Offsets (X,Y): [2:0-3-8,Edge], [3:0-2-7,0-1-8], [4:0-1-15,0-1-8], [11:0-2-7,0-1-8], [12:0-2-0,0-2-2], [13:0-4-1,0-1-8], [14:0-2-8,0-1-8], [15:0-2-12,0-2-3], [16:0-2-0,0-2-2] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.64 0.71 0.82 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.17 0.10 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF StudWEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 3-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-15 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 8 REACTIONS (lb/size) 11 = 1051/Mechanical 2 = 1245/0-5-8 Max Horz 2 = 164(load case 6) Max Uplift 11 = -135(load case 7) 2 = -203(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =65 TOP CHORD2-3 =-1347 3-4 =-2500 4-17 =-13605-17 =-1219 5-18 =-1115 6-18 =-12726-7 =-1568 7-8 =-32 8-9 =0 8-11 =-172 BOT CHORD 2-16 =918 15-16 =1016 14-15 =2146 13-14 =1570 12-13 =1074 11-12 =932 10-11 =0 WEBS 3-16 =-576 3-15 =1366 4-15 =383 4-14 =-1114 5-14 =677 6-14 =-601 6-13 =-399 7-13 =1182 7-12 =-513 7-11 =-1229 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-7-8 to 1-4-8, Interior(1) 1-4-8 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0, Interior(1) 12-0-0 to 12-9-14 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) As requested, plates have not been designed to provide for placement tolerances orrough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint 11 and 203 lb uplift at joint 2. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 10) All Plates 20 Gauge Unless Noted Job 14664 Truss T07 Truss Type QUEENPOST Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:59:44 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:29.9 B1 T1 T2 W1 W2 W1 HW1 HW1 T3 W3 1 2 3 4 5 6 7 8 9 10 11 12 5x6 10x12 4x4 3x8 1.5x4 6x6 3x4 0-0-0 9-0-0 9-0-0 9-0-0 18-0-0 -1-7-8 1-7-8 0-0-0 4-8-11 4-8-11 4-3-5 9-0-0 4-3-5 13-3-5 4-8-11 18-0-0 0-6-123-5-35-9-126-6-73-5-37.00 12 Plate Offsets (X,Y): [4:0-2-0,0-2-6], [5:0-0-2,Edge], [6:Edge,0-2-11] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.40 0.56 0.28 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.23 0.03 (loc) 2-8 2-8 6 l/defl >999 >904 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF Stud *Except* W3 2 X 4 SPF No.2 WEDGE Left: 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 4-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6, 5-7. Except: 1 Row at midpt 5-6 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7 REACTIONS (lb/size) 2 = 1253/0-5-8 6 = 1048/Mechanical Max Horz 2 = 167(load case 5) Max Uplift 2 = -204(load case 6) Max Uplift6 = -133(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =65 2-9 =-1519 3-9 =-1406 3-10 =-1136 4-10 =-1026 4-11 =-937 5-11 =-1130 5-6 =-1355 5-12 =-93 7-12 =-87 6-7 =-223 BOT CHORD 2-8 =1168 6-8 =1245 WEBS 3-8 =-338 4-8 =593 5-8 =-437 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-7-8 to 1-4-8, Interior(1) 1-4-8 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0, Interior(1) 12-0-0 to 13-3-1, Exterior(2) 14-10-4 to 17-10-4 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 2 and 133 lb uplift at joint 6. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 10) All Plates 20 Gauge Unless Noted Job 14664 Truss T06 Truss Type COMMON Qty 4 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:51:49 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:37.7 T1 T1 B1 W1 W2 W3 W2 W1 HW1 HW1 B1 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 3x8 5x6 3x4 1.5x4 5x8 3x4 1.5x4 5x6 0-0-0 5-1-5 5-1-5 6-4-11 11-6-0 6-4-11 17-10-11 5-1-5 23-0-0 -1-7-8 1-7-8 0-0-0 5-1-5 5-1-5 6-4-11 11-6-0 6-4-11 17-10-11 5-1-5 23-0-0 1-7-8 24-7-8 0-6-127-3-47-11-150-6-127.00 12 Plate Offsets (X,Y): [3:0-1-15,0-1-8], [5:0-1-15,0-1-8], [9:0-4-0,0-2-13] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.72 0.56 0.66 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.14 0.06 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF StudWEDGE Left: 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 3-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 6 = 1538/0-5-8 2 = 1538/0-5-8 Max Horz 2 = -203(load case 4) Max Uplift 6 = -232(load case 7) 2 = -232(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =65 TOP CHORD2-11 =-2087 3-11 =-1845 3-12 =-146812-13 =-1317 4-13 =-1178 4-14 =-117814-15 =-1317 5-15 =-1468 5-16 =-1845 6-16 =-2087 6-7 =65 BOT CHORD 2-10 =1639 9-10 =1639 8-9 =1639 6-8 =1639 WEBS 3-10 =107 3-9 =-562 4-9 =649 5-9 =-562 5-8 =107 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-7-8 to 1-4-8, Interior(1) 1-4-8 to 8-6-0, Exterior(2) 8-6-0 to 11-6-0, Interior(1) 14-6-0 to 21-7-8 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord andany other members.6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 232 lb uplift at joint 6 and 232 lb uplift at joint 2. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss T05SG Truss Type GABLE Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:23:04 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:41.5 T1 T1 B2 W3 W4 W4 W3 W1 W2 W1 W2 B1 ST6 ST4 ST5 ST3 ST2 ST1 ST4 ST5 ST3 ST2 ST1 1 2 3 4 5 6 7 11 10 9 8 31 32 33 34 35 36 37 5x6 3x4 5x6 3x4 4x4 4x4 8x9 8x9 0-0-0 7-0-0 7-0-0 7-0-0 14-0-0 7-0-0 21-0-0 -1-7-8 1-7-8 0-0-0 4-7-14 4-7-14 5-10-3 10-6-0 5-10-3 16-4-3 4-7-14 21-0-0 1-7-8 22-7-8 0-8-87-8-88-5-30-8-88.00 12 Plate Offsets (X,Y): [4:0-1-2,0-1-8], [8:0-2-2,0-3-1], [9:0-3-0,0-2-13], [11:0-2-2,0-3-1] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.58 0.61 0.85 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.23 0.04 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF Stud *Except* W1 2 X 8 SYP DSS, W1 2 X 8 SYP DSS OTHERS 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 4-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 11 = 1481/0-3-8 8 = 1481/0-3-8 Max Horz 11 = 201(load case 5) Max Uplift 11 = -224(load case 6) 8 = -224(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =107 2-31 =-344 3-31 =-131 3-32 =-1508 TOP CHORD32-33 =-1357 4-33 =-1345 4-34 =-134534-35 =-1357 5-35 =-1508 5-6 =-3446-7 =107 2-11 =-533 6-8 =-533 BOT CHORD 10-11 =1288 10-36 =925 36-37 =925 9-37 =925 8-9 =1288 WEBS 3-10 =-274 4-10 =476 4-9 =476 5-9 =-274 3-11 =-1413 5-8 =-1413 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-7-8 to 1-4-8, Interior(1) 1-4-8 to 7-6-0, Exterior(2) 7-6-0 to 10-6-0, Interior(1) 13-6-0 to 22-7-8 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors.6) All plates are 1.5x4 MT20 unless otherwise indicated.7) Gable studs spaced at 2-0-0 oc. 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 1-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 lb uplift at joint 11 and 224 lb uplift at joint 8. 10) All Plates 20 Gauge Unless Noted Job 14664 Truss T05 Truss Type COMMON Qty 4 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:22:42 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:39.6 T1 T1 B2 W3 W4 W4 W3 W1 W2 W1 W2 B1 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 5x6 5x6 3x4 4x4 4x4 8x9 8x9 0-0-0 7-0-0 7-0-0 7-0-0 14-0-0 7-0-0 21-0-0 -1-7-8 1-7-8 0-0-0 4-7-14 4-7-14 5-10-3 10-6-0 5-10-3 16-4-3 4-7-14 21-0-0 1-7-8 22-7-8 0-8-87-8-88-5-30-8-88.00 12 Plate Offsets (X,Y): [8:0-2-2,0-3-3], [9:0-3-0,0-2-13], [11:0-2-2,0-3-3] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.58 0.61 0.85 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.23 0.04 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF Stud *Except* W1 2 X 8 SYP DSS, W1 2 X 8 SYP DSS BRACING TOP CHORD Sheathed or 4-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 11 = 1481/0-3-8 8 = 1481/0-3-8 Max Horz 11 = 201(load case 5) Max Uplift 11 = -224(load case 6) 8 = -224(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =107 2-12 =-344 3-12 =-131 3-13 =-1508 13-14 =-1357 4-14 =-1345 4-15 =-1345 TOP CHORD15-16 =-1357 5-16 =-1508 5-6 =-3446-7 =107 2-11 =-533 6-8 =-533BOT CHORD 10-11 =1288 10-17 =925 17-18 =925 9-18 =925 8-9 =1288 WEBS 3-10 =-274 4-10 =476 4-9 =476 5-9 =-274 3-11 =-1413 5-8 =-1413 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-7-8 to 1-4-8, Interior(1) 1-4-8 to 7-6-0, Exterior(2) 7-6-0 to 10-6-0, Interior(1) 13-6-0 to 22-7-8 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord andany other members.6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 224 lb uplift at joint 11 and 224 lb uplift at joint 8. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss T04 Truss Type FINK Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:16:52 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:43.0 B1 T2 T2 W5 W6 W6 W5 W2 W3 W2 W3 B2 T1 W1 T1 W1 W4 W4 3 4 5 6 7 8 9 11 12 1 2 10 13 18 17 16 15 14 20 21 22 23 19 3x5 10x12 5x8 10x12 3x4 4x4 3x4 4x4 1.5x4 5x6 5x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-0 6-11-3 6-11-3 9-3-9 16-2-13 6-11-3 23-2-0 0-0-0 5-4-12 5-4-12 6-2-4 11-7-0 6-2-4 17-9-4 5-4-12 23-2-0 0-8-85-7-65-7-68-5-38-5-30-8-85-7-68.00 12 Plate Offsets (X,Y): [3:Edge,0-2-5], [6:0-0-15,Edge], [8:0-0-15,Edge], [12:Edge,0-2-5] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.71 0.97 0.47 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.56 0.05 (loc) 15-17 15-17 14 l/defl >713 >490 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5EBOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF Stud *Except* W6 2 X 4 SPF No.2, W6 2 X 4 SPF No.2, W2 2 X 6 SPF 1650F 1.5E W2 2 X 6 SPF 1650F 1.5E BRACING TOP CHORD Sheathed or 4-10-6 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-6, 8-12, 1-6, 8-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 9-14 JOINTS 1 Brace at Jt(s): 3, 12, 5, 9, 1, 13, 4, 11 REACTIONS (lb/size) 18 = 1467/Mechanical 14 = 1467/Mechanical Max Horz 18 = 80(load case 5) Max Uplift 18 = -153(load case 6) 14 = -153(load case 7) Max Uplift18 = -153(load case 6)14 = -153(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 3-4 =-829 4-5 =-614 5-6 =-1926 6-20 =-1760 7-20 =-1575 7-21 =-1575 8-21 =-1761 8-9 =-1926 9-11 =-614 11-12 =-829 3-18 =-677 12-14 =-677 1-2 =14 2-22 =14 6-22 =14 1-3 =-102 8-23 =14 10-23 =14 10-13 =14 12-13 =-102 BOT CHORD 17-18 =1582 17-19 =1086 16-19 =1086 15-16 =1086 14-15 =1582 WEBS 5-17 =-363 7-17 =724 7-15 =725 9-15 =-363 5-18 =-1241 9-14 =-1242 2-4 =-388 10-11 =-388 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1)3-1-12 to 8-7-0, Exterior(2) 8-7-0 to 11-7-0, Interior(1) 14-7-0 to 15-9-3 zone; cantileverleft and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33.This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint 18 and 153 lb uplift at joint 14. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 10) All Plates 20 Gauge Unless Noted Job 14664 Truss T03 Truss Type FINK Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:14:08 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:43.0 B1 T2 T2 W4 W5 W5 W4 W2 W3 W2 W3 B2 T1 W1 T1 W1 3 2 4 5 6 1 7 12 11 10 9 8 14 15 16 17 18 13 3x5 10x12 5x8 10x12 3x4 6x9 3x4 6x9 3x4 3x4 0-0-0 6-11-3 6-11-3 9-3-9 16-2-13 6-11-3 23-2-0 0-0-0 5-4-12 5-4-12 6-2-4 11-7-0 6-2-4 17-9-4 5-4-12 23-2-0 4-3-64-3-64-3-68-5-38-5-34-3-68.00 12 Plate Offsets (X,Y): [2:0-7-7,0-3-11], [3:Edge,0-2-6], [5:0-7-7,0-3-11], [6:Edge,0-2-6] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.59 0.97 0.59 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.40 -0.57 0.05 (loc) 9-11 9-11 8 l/defl >687 >474 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5EBOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF Stud *Except* W5 2 X 4 SPF No.2, W5 2 X 4 SPF No.2, W2 2 X 6 SPF 1650F 1.5E W2 2 X 6 SPF 1650F 1.5E BRACING TOP CHORD Sheathed or 4-11-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3, 5-6, 1-2, 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 5-8 JOINTS 1 Brace at Jt(s): 3, 6, 1, 7 REACTIONS (lb/size) 12 = 1467/Mechanical 8 = 1467/Mechanical Max Horz 12 = -124(load case 4) Max Uplift 12 = -152(load case 6) 8 = -152(load case 7) Max Uplift12 = -152(load case 6)8 = -152(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 2-3 =-454 2-14 =-1903 14-15 =-1736 4-15 =-1586 4-16 =-1586 16-17 =-1736 5-17 =-1904 5-6 =-453 3-12 =-479 6-8 =-478 1-18 =5 2-18 =-7 1-3 =-210 5-7 =-7 6-7 =-210 BOT CHORD 11-12 =1596 11-13 =1084 10-13 =1084 9-10 =1084 8-9 =1596 WEBS 2-11 =-374 4-11 =725 4-9 =725 5-9 =-374 2-12 =-1555 5-8 =-1555 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1)3-1-12 to 8-7-0, Exterior(2) 8-7-0 to 11-7-0, Interior(1) 14-7-0 to 17-11-5 zone; cantileverleft and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33.This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 12 and 152 lb uplift at joint 8. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 10) All Plates 20 Gauge Unless Noted Job 14664 Truss T02 Truss Type FINK Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:13:48 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:43.0 B1 T2 T2 W4 W5 W5 W4 W2 W3 W2 W3 B2 T1 W1 T1 W1 3 2 4 5 6 7 8 1 9 14 13 12 11 10 16 17 18 19 15 3x5 12x12 5x8 12x12 3x4 4x4 3x4 4x4 1.5x4 4x4 4x4 1.5x4 0-0-0 6-11-3 6-11-3 9-3-9 16-2-13 6-11-3 23-2-0 0-0-0 5-4-12 5-4-12 6-2-4 11-7-0 6-2-4 17-9-4 5-4-12 23-2-0 2-11-62-11-62-11-68-5-38-5-32-11-68.00 12 Plate Offsets (X,Y): [1:0-1-15,0-0-12], [3:Edge,0-3-8], [8:Edge,0-3-8], [9:0-1-15,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.59 0.97 0.51 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.39 -0.56 0.05 (loc) 11-13 11-13 10 l/defl >706 >486 n/a L/d 240 180 n/a PLATES MT20 Weight: 116 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5EBOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF Stud *Except* W5 2 X 4 SPF No.2, W5 2 X 4 SPF No.2, W2 2 X 6 SPF 1650F 1.5E W2 2 X 6 SPF 1650F 1.5E BRACING TOP CHORD Sheathed or 4-11-6 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 2-3, 7-8, 1-2, 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-10 JOINTS 1 Brace at Jt(s): 3, 8, 1, 9 REACTIONS (lb/size) 14 = 1467/Mechanical 10 = 1467/Mechanical Max Horz 14 = -156(load case 4) Max Uplift 14 = -150(load case 6) 10 = -150(load case 7) Max Uplift14 = -150(load case 6)10 = -150(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 2-3 =-729 2-4 =-604 4-16 =-1897 16-17 =-1736 5-17 =-1585 5-18 =-1585 18-19 =-1737 6-19 =-1897 6-7 =-604 7-8 =-729 3-14 =-622 8-10 =-622 1-2 =37 1-3 =-159 7-9 =37 8-9 =-159 BOT CHORD 13-14 =1581 13-15 =1085 12-15 =1085 11-12 =1085 10-11 =1581 WEBS 4-13 =-364 5-13 =724 5-11 =725 6-11 =-364 4-14 =-1329 6-10 =-1330 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) 0-1-12 to 3-4-13, Interior(1)3-4-13 to 8-7-0, Exterior(2) 8-7-0 to 11-7-0, Interior(1) 14-7-0 to 19-9-3 zone; cantileverleft and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33.This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift at joint 14 and 150 lb uplift at joint 10. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 10) All Plates 20 Gauge Unless Noted Job 14664 Truss T01 Truss Type FINK Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:13:21 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:43.0 B1 T2 T2 W4 W5 W5 W4 W2 W3 W2 W3 B2 T1 W1 T1 W13 2 4 5 6 7 8 1 9 14 13 12 11 10 16 17 18 19 15 3x5 12x12 5x8 12x12 3x4 4x4 3x4 4x4 1.5x4 4x4 4x4 1.5x4 0-0-0 6-11-3 6-11-3 9-3-9 16-2-13 6-11-3 23-2-0 0-0-0 5-4-12 5-4-12 6-2-4 11-7-0 6-2-4 17-9-4 5-4-12 23-2-0 1-7-61-7-61-7-68-5-38-5-31-7-68.00 12 Plate Offsets (X,Y): [2:0-0-9,Edge], [3:Edge,0-3-0], [7:0-0-9,Edge], [8:Edge,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.67 0.97 0.47 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.55 0.05 (loc) 11-13 11-13 10 l/defl >718 >492 n/a L/d 240 180 n/a PLATES MT20 Weight: 108 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5EBOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF Stud *Except* W5 2 X 4 SPF No.2, W5 2 X 4 SPF No.2, W2 2 X 6 SPF 1650F 1.5E W2 2 X 6 SPF 1650F 1.5E BRACING TOP CHORD Sheathed or 4-11-5 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 2-3, 7-8, 1-2, 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-10 JOINTS 1 Brace at Jt(s): 3, 8, 1, 9 REACTIONS (lb/size) 14 = 1467/Mechanical 10 = 1467/Mechanical Max Horz 14 = -195(load case 4) Max Uplift 14 = -149(load case 6) 10 = -149(load case 7) Max Uplift14 = -149(load case 6)10 = -149(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 2-3 =-1107 2-4 =-823 4-16 =-1895 16-17 =-1736 5-17 =-1584 5-18 =-1584 18-19 =-1736 6-19 =-1896 6-7 =-823 7-8 =-1107 3-14 =-690 8-10 =-690 1-2 =242 1-3 =-2 7-9 =242 8-9 =-2 BOT CHORD 13-14 =1579 13-15 =1085 12-15 =1085 11-12 =1085 10-11 =1579 WEBS 4-13 =-360 5-13 =722 5-11 =722 6-11 =-360 4-14 =-1221 6-10 =-1221 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) 0-1-12 to 1-4-13, Interior(1)1-4-13 to 8-7-0, Exterior(2) 8-7-0 to 11-7-0, Interior(1) 14-7-0 to 21-9-3 zone; cantileverleft and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33.This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 14 and 149 lb uplift at joint 10. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 10) All Plates 20 Gauge Unless Noted Job 14664 Truss PC4 Truss Type FLAT Qty 1 Ply 2 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 12:25:33 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:13.6 W1 T1 W1 B1 W2 W2 1 2 3 5 4 4x4 3x4 3x4 4x4 4x4 0-0-0 3-9-0 3-9-0 0-0-0 1-10-8 1-10-8 1-10-8 3-9-0 3-0-03-0-0LOADING (psf)TCLLTCDL BCLL BCDL 40.010.0 0.0 * 10.0 SPACING Plates IncreaseLumber Increase Rep Stress Incr Code 2-0-01.151.15 NO BOCA/ANSI95 CSI TCBC WB (Matrix) 0.040.04 0.12 DEFL Vert(LL)Vert(TL) Horz(TL) in-0.00-0.00 0.00 (loc)4-54-5 4 l/defl>999>999 n/a L/d240180 n/a PLATES MT20 Weight: 48 lb GRIP 197/144 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD 2 X 6 SPF 1650F 1.5E WEBS 2 X 4 SPF Stud BRACING TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 1, 3 REACTIONS (lb/size) 5 = 1060/Mechanical 4 = 1060/Mechanical Max Uplift 5 = -87(load case 3) 4 = -87(load case 3) FORCES (lb) - First Load Case OnlyTOP CHORD1-5 =-144 1-2 =0 2-3 =0 3-4 =-144 BOT CHORD 4-5 =600 WEBS 2-5 =-1066 WEBS 2-4 =-1066 NOTES (12) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-7-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS automatic zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 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) As requested, plates have not been designed to provide for placement tolerances orrough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors.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 1-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 5 and 87 lb uplift at joint 4. 10) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1705 lb down and 123 lb up at 1-11-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) All Plates 20 Gauge Unless Noted Job 14664 Truss PC3 Truss Type FLAT Qty 1 Ply 2 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 12:25:46 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:13.6 W1 T1 W1 B1 W2 W2 1 2 3 5 4 4x4 3x4 3x4 4x4 4x4 0-0-0 3-9-0 3-9-0 0-0-0 1-10-8 1-10-8 1-10-8 3-9-0 3-0-03-0-0LOADING (psf)TCLLTCDL BCLL BCDL 40.010.0 0.0 * 10.0 SPACING Plates IncreaseLumber Increase Rep Stress Incr Code 2-0-01.151.15 NO BOCA/ANSI95 CSI TCBC WB (Matrix) 0.030.03 0.08 DEFL Vert(LL)Vert(TL) Horz(TL) in-0.00-0.00 0.00 (loc)4-54-5 4 l/defl>999>999 n/a L/d240180 n/a PLATES MT20 Weight: 48 lb GRIP 197/144 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD 2 X 6 SPF 1650F 1.5E WEBS 2 X 4 SPF Stud BRACING TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 1, 3 REACTIONS (lb/size) 5 = 711/Mechanical 4 = 711/Mechanical Max Uplift 5 = -53(load case 3) 4 = -53(load case 3) FORCES (lb) - First Load Case OnlyTOP CHORD1-5 =-114 1-2 =0 2-3 =0 3-4 =-114 BOT CHORD 4-5 =383 WEBS 2-5 =-680 WEBS 2-4 =-680 NOTES (12) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-7-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS automatic zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 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) As requested, plates have not been designed to provide for placement tolerances orrough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors.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 1-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 5 and 53 lb uplift at joint 4. 10) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1007 lb down and 55 lb up at 1-11-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) All Plates 20 Gauge Unless Noted Job 14664 Truss PC2 Truss Type FLAT Qty 1 Ply 2 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 11:50:10 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:16.4 B1 W1 T1 W1W1W2W2 1 2 3 6 5 4 7 8 1.5x4 1.5x4 1.5x4 4x9 4x4 4x4 0-0-0 2-10-8 2-10-8 2-10-8 5-9-0 0-0-0 2-10-8 2-10-8 2-10-8 5-9-0 3-0-03-0-0Plate Offsets (X,Y): [1:0-2-3,0-0-12], [3:0-2-3,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO BOCA/ANSI95 CSI TC BC WB (Matrix) 0.27 0.40 0.43 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.02 0.01 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb GRIP 197/144 LUMBER TOP CHORD 2 X 8 SYP DSSBOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF StudBRACING TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 1, 3 REACTIONS (lb/size) 6 = 3490/Mechanical 4 = 3350/Mechanical Max Uplift 6 = -365(load case 3) 4 = -351(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-6 =-1058 1-7 =0 2-7 =0 2-8 =0 3-8 =0 3-4 =-918 BOT CHORD 5-6 =2546 BOT CHORD4-5 =2546WEBS2-5 =6 2-6 =-3486 2-4 =-3486 NOTES (12) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 8 - 2 rows at 0-4-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS automatic zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 365 lb uplift at joint 6 and 351 lb uplift at joint 4.10) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened totruss TC w/ 2-10d nails. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3093 lb down and 320 lb up at 1-9-12, and 3093 lb down and 320 lb up at 3-9-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) All Plates 20 Gauge Unless Noted Job 14664 Truss PC1 Truss Type FLAT Qty 1 Ply 2 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 11:49:14 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:16.8 B1 W1 T1 W1W1W2W2 1 2 3 6 5 4 9 10 7 8 1.5x4 1.5x4 1.5x4 3x8 3x4 3x4 Nailed Nailed Nailed Nailed 0-0-0 2-10-8 2-10-8 2-10-8 5-9-0 0-0-0 2-10-8 2-10-8 2-10-8 5-9-0 3-1-03-1-0LOADING (psf)TCLLTCDL BCLL BCDL 40.010.0 0.0 * 10.0 SPACING Plates IncreaseLumber Increase Rep Stress Incr Code 2-0-01.151.15 NO BOCA/ANSI95 CSI TCBC WB (Matrix) 0.190.06 0.05 DEFL Vert(LL)Vert(TL) Horz(TL) in-0.00-0.00 0.00 (loc)55 4 l/defl>999>999 n/a L/d240180 n/a PLATES MT20 Weight: 59 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud BRACING TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 1, 3 REACTIONS (lb/size) 6 = 461/Mechanical 4 = 467/Mechanical Max Uplift 6 = -126(load case 3) 4 = -130(load case 3) FORCES (lb) - First Load Case OnlyTOP CHORD1-6 =-123 1-9 =0 2-9 =0 2-10 =0 3-10 =0 3-4 =-128 BOT CHORD 6-7 =303 5-7 =303 5-8 =303 4-8 =303 BOT CHORD 6-7 =303 5-7 =303 5-8 =303 4-8 =303 WEBS 2-5 =98 2-6 =-433 2-4 =-433 NOTES (12) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS automatic zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 4) Provide adequate drainage to prevent water ponding.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads.6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 6 and 130 lb uplift at joint 4. 10) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 11) "Nailed" indicates 2-12d common wire toe-nails. For more details refer to MiTek's ST-TOENAIL Detail. 12) All Plates 20 Gauge Unless Noted Job 14664 Truss M2 Truss Type SPECIAL Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 11:48:54 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:14.1 T1 B1 HW1 1 2 3 3x5 0-0-0 4-4-12 4-4-12 0-0-0 4-4-12 4-4-12 0-6-123-1-83-1-87.00 12 Plate Offsets (X,Y): [1:0-2-8,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.46 0.17 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.03 -0.00 (loc) 1-3 1-3 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEDGELeft: 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 4-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 201/Mechanical 3 = 40/0-3-0 1 = 241/0-5-8 Max Horz 1 = 104(load case 6) Max Uplift 2 = -95(load case 6) 1 = -4(load case 6) Max Grav 2 = 201(load case 1) 3 = 81(load case 2) 1 = 241(load case 1) FORCES (lb) - First Load Case OnlyTOP CHORD1-2 =90BOT CHORD 1-3 =0 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 2 and 4 lb uplift at joint 1. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss H8 Truss Type HIP Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 11:07:12 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:25.0 T1 T2 T3 B1 W1 W2 W1 HW1 HW1 1 2 3 4 5 7 6 8 9 10 11 5x6 4x9 3x8 1.5x4 3x4 5x6 0-0-0 6-3-14 6-3-14 5-4-5 11-8-2 6-3-14 18-0-0 -1-7-8 1-7-8 0-0-0 6-3-14 6-3-14 5-4-5 11-8-2 6-3-14 18-0-0 0-6-124-1-34-3-04-11-110-6-124-1-37.00 12 Plate Offsets (X,Y): [2:0-3-8,Edge], [3:0-2-14,0-2-0], [4:0-5-6,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.58 0.65 0.18 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.14 0.03 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF StudWEDGE Left: 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 4-0-13 oc purlins, except 2-0-0 oc purlins (5-0-1 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 1248/0-5-8 5 = 1043/Mechanical Max Horz 2 = 124(load case 5) Max Uplift 2 = -211(load case 6) 5 = -121(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =65 TOP CHORD2-8 =-1514 8-9 =-1415 9-10 =-13553-10 =-1187 3-4 =-1168 4-11 =-12135-11 =-1540 BOT CHORD 2-7 =1143 6-7 =1139 5-6 =1173 WEBS 3-7 =131 3-6 =36 4-6 =142 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-7-8 to 1-4-8, Interior(1) 1-4-8 to 2-0-15, Exterior(2) 2-0-15 to 17-9-4 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 211 lb uplift at joint 2 and 121 lb uplift at joint 5.9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened totruss TC w/ 2-10d nails. 10) All Plates 20 Gauge Unless Noted Job 14664 Truss H7V Truss Type SPECIAL Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 11:06:25 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:29.4 T1 T2 T3 T4 W12 B1 B2 B3 B2 B4 W1 W2 W3 W4 W5 W6 W5 W7 W8 W9 W10 W11 HW1 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 5x6 4x5 6x9 2x4 3x6 3x8 4x4 4x5 4x4 4x4 3x5 3x4 3x8 3x4 3x4 0-0-0 1-8-8 1-8-8 1-4-1 3-0-9 5-6-12 8-7-50-9-79-4-11 3-5-12 12-10-8 1-4-0 14-2-8 3-8-0 17-10-80-1-8 18-0-0 -1-7-8 1-7-8 0-0-0 1-8-8 1-8-8 1-4-1 3-0-9 5-6-12 8-7-50-9-79-4-11 3-5-12 12-10-8 2-2-13 15-1-5 2-10-11 18-0-0 0-6-122-1-35-5-35-7-06-3-112-1-30-10-115-5-37.00 12 8.00 12 Plate Offsets (X,Y): [2:0-3-8,Edge], [4:0-1-15,0-1-8], [6:0-2-8,0-1-0], [7:0-1-15,0-1-8], [8:0-4-3,Edge], [12:0-2-7,0-1-8], [13:0-2-0,0-2-2], [14:0-2-2,0-2-2], [17:0-2-12,0-2-2], [18:0-2-0,0-2-2] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.60 0.68 0.63 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.15 0.09 (loc) 16-17 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF StudWEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 3-5-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-3 max.): 5-6, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 12 = 1051/Mechanical 2 = 1245/0-5-8 Max Horz 2 = 157(load case 5) Max Uplift 12 = -128(load case 7) 2 = -208(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =65 TOP CHORD2-3 =-1353 3-4 =-2474 4-19 =-142319-20 =-1299 5-20 =-1284 5-6 =-11256-21 =-1238 21-22 =-1283 7-22 =-1318 7-8 =-1915 8-9 =-58 9-10 =0 9-12 =-159 BOT CHORD 2-18 =926 17-18 =1023 16-17 =2112 15-16 =1066 14-15 =1545 13-14 =1183 12-13 =1286 11-12 =0 WEBS 3-18 =-576 3-17 =1323 4-17 =383 4-16 =-1010 5-16 =88 6-16 =277 6-15 =355 7-15 =-587 7-14 =444 8-14 =630 8-13 =-666 8-12 =-1491 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-7-8 to 1-4-8, Interior(1) 1-4-8 to 5-7-5, Exterior(2) 5-7-5 to 12-4-11, Interior(1) 12-4-11 to 15-1-5 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) As requested, plates have not been designed to provide for placement tolerances orrough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 12 and 208 lb uplift at joint 2. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 10) All Plates 20 Gauge Unless Noted Job TEMP Truss H7 Truss Type SPECIAL Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 11:04:15 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:29.1 T1 T2 T3 T4 W5 B1 W1 W2 W3 W2 W4 W5 W6 HW1 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 4x5 5x6 4x12 1.5x4 3x6 5x6 3x8 1.5x4 3x4 1.5x4 0-0-0 8-7-5 8-7-50-9-79-4-11 5-8-9 15-1-5 2-9-3 17-10-80-1-8 18-0-0 -1-7-8 1-7-8 0-0-0 3-11-5 3-11-5 4-7-15 8-7-50-9-79-4-11 5-8-9 15-1-5 2-10-11 18-0-0 0-6-122-1-45-5-45-7-06-3-112-1-45-5-47.00 12 Plate Offsets (X,Y): [4:0-2-8,0-1-15], [5:0-3-0,0-2-1], [10:0-2-7,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.61 0.56 0.44 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.20 0.04 (loc) 2-13 2-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF StudWEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 4-8-7 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-0 max.): 4-5, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 10 = 1051/Mechanical 2 = 1245/0-5-8 Max Horz 2 = 154(load case 5) Max Uplift 10 = -128(load case 7) 2 = -208(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =65 TOP CHORD2-14 =-1533 3-14 =-1351 3-15 =-117815-16 =-1068 4-16 =-1062 4-5 =-9135-17 =-1057 17-18 =-1076 6-18 =-1214 6-7 =-29 7-8 =0 7-10 =-71 BOT CHORD 2-13 =1189 12-13 =924 11-12 =1338 10-11 =1343 9-10 =0 WEBS 3-13 =-301 4-13 =336 5-13 =-65 5-12 =172 6-12 =-431 6-11 =66 6-10 =-1618 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-7-8 to 1-4-8, Interior(1) 1-4-8 to 5-7-5, Exterior(2) 5-7-5 to 12-4-11, Interior(1) 12-4-11 to 15-1-5 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 10 and 208 lb uplift at joint 2. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 10) All Plates 20 Gauge Unless Noted Job 14664 Truss H6 Truss Type HIP Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:52:34 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:33.0 T1 T2 T1 B1 W1 W2 W3 W4 W3 W2 W1 HW1 HW1 B1 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 4x6 4x5 5x6 3x4 3x4 1.5x4 3x4 3x8 3x4 1.5x4 5x6 0-0-0 5-1-5 5-1-5 4-1-5 9-2-9 4-6-14 13-9-7 4-1-5 17-10-11 5-1-5 23-0-0 -1-7-8 1-7-8 0-0-0 5-1-5 5-1-5 4-1-5 9-2-9 4-6-14 13-9-7 4-1-5 17-10-11 5-1-5 23-0-0 1-7-8 24-7-8 0-6-125-9-75-11-46-7-150-6-125-9-77.00 12 Plate Offsets (X,Y): [3:0-1-15,0-1-8], [4:0-2-12,0-1-0], [5:0-2-8,0-1-15], [6:0-1-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.69 0.59 0.24 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.13 0.06 (loc) 10-12 10-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF StudWEDGE Left: 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 3-10-12 oc purlins, except 2-0-0 oc purlins (4-10-2 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 1571/0-5-8 7 = 1562/0-5-8 Max Horz 2 = 163(load case 5) Max Uplift 2 = -232(load case 6) 7 = -232(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =65 TOP CHORD2-14 =-2118 3-14 =-1982 3-15 =-16894-15 =-1507 4-5 =-1357 5-16 =-14906-16 =-1672 6-17 =-1966 7-17 =-2103 7-8 =65 BOT CHORD 2-13 =1653 12-13 =1653 12-18 =1371 11-18 =1371 10-11 =1371 9-10 =1640 7-9 =1640 WEBS 3-13 =85 3-12 =-352 4-12 =368 4-10 =-21 5-10 =341 6-10 =-353 6-9 =86 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-7-8 to 1-4-8, Interior(1) 1-4-8 to 4-11-11, Exterior(2) 4-11-11 to 18-0-5, Interior(1) 18-0-5 to 21-7-8 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 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 232 lb uplift at joint 2 and 232 lb uplift at joint 7. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 9) All Plates 20 Gauge Unless Noted Job 14664 Truss H5V Truss Type SPECIAL Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 12:59:39 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:74.8 T1 T2 T3 B1 B2 B3 B2 B6 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W9 W11 W9 W11 W9 W11 W9 W11 W9 W12 W13 W14 W5 T2 B5B41 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 31 32 33 34 35 36 37 38 39 6x9 6x12 6x9 6x6 8x12 MT18H 8x12 MT20H 7x10 MT18H 4x12 MT20H 4x9 4x5 4x4 4x4 4x4 4x5 4x4 4x9 1.5x4 7x12 MT20H 7x8 1.5x4 4x9 1.5x4 5x8 4x4 4x4 1.5x4 7x8 0-0-01-8-81-8-81-4-13-0-9 4-5-15 7-6-8 5-4-0 12-10-81-4-014-2-8 3-8-0 17-10-8 5-0-12 22-11-4 5-0-12 28-0-0 5-0-12 33-0-12 5-0-12 38-1-8 5-10-1 43-11-9 6-3-10 50-3-3 5-8-13 56-0-0 -1-7-81-7-80-0-01-8-81-8-81-4-13-0-9 4-2-8 7-3-1 4-9-6 12-0-72-2-114-2-8 3-8-0 17-10-8 5-0-12 22-11-4 5-0-12 28-0-0 5-0-12 33-0-12 5-0-12 38-1-8 5-10-1 43-11-9 6-3-10 50-3-3 5-8-13 56-0-0 0-6-127-5-37-7-08-6-00-6-120-10-117-5-37.00 12 8.00 12 Plate Offsets (X,Y): [2:0-0-0,0-0-6], [3:0-3-9,0-2-0], [4:0-1-12,0-2-0], [5:0-1-13,0-2-0], [6:0-4-0,0-3-7], [10:0-4-0,0-4-7], [13:0-4-8,0-2-13], [14:0-1-15,0-2-0], [15:Edge,0-0-3], [19:0-1-8,0-2-6], [21:0-6-0,0-4-7], [23:0-1-11,0-2-0], [24:0-4-15,0-3-2], [27:0-6-0,0-5-7], [28:0-3-6,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.70 0.98 0.97 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.72 -1.04 0.44 (loc) 21-22 21-22 15 l/defl >927 >645 n/a L/d 240 180 n/a PLATES MT20 MT20H MT18H Weight: 371 lb GRIP 197/144 148/108 197/144 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5EBOT CHORD 2 X 6 SYP 2400F 2.0E *Except* B6 2 X 6 SPF 1650F 1.5E, B5 2 X 6 SPF 1650F 1.5EB4 2 X 6 SPF 1650F 1.5E WEBS 2 X 4 SPF Stud *Except* W2 2 X 4 SPF 1650F 1.5E, W7 2 X 4 SPF No.2, W11 2 X 4 SPF No.2 W11 2 X 4 SPF No.2, W11 2 X 4 SPF No.2, W11 2 X 4 SPF No.2 W12 2 X 4 SPF No.2 BRACING TOP CHORD Sheathed or 2-2-5 oc purlins, except 2-0-0 oc purlins (3-1-3 max.): 6-13. BOT CHORD Rigid ceiling directly applied or 8-3-15 oc bracing. WEBS 1 Row at midpt 5-25, 7-24, 8-24, 9-23, 11-19 REACTIONS (lb/size) 15 = 3610/Mechanical 2 = 3771/0-5-8 Max Horz 2 = 219(load case 5) Max Uplift 15 = -456(load case 4) Max Uplift2 = -477(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =79 2-3 =-5854 3-4 =-10011 4-29 =-7625 29-30 =-7606 5-30 =-7482 5-31 =-6320 6-31 =-6107 6-7 =-5763 7-8 =-5553 8-9 =-6374 9-10 =-7423 10-11 =-7423 11-12 =-6446 12-13 =-6449 13-32 =-5630 32-33 =-5771 14-33 =-5912 14-15 =-6515 BOT CHORD 2-28 =4540 27-28 =4652 26-27 =8337 25-26 =6579 24-25 =6268 24-34 =6375 23-34 =6375 23-35 =7182 22-35 =7182 22-36 =7182 21-36 =7182 21-37 =7211 20-37 =7211 20-38 =7211 19-38 =7211 19-39 =4994 18-39 =4994 17-18 =4994 16-17 =5464 15-16 =5464 WEBS 3-28 =-1833 3-27 =4310 4-27 =1607 4-26 =-1816 5-26 =906 5-25 =-1388 6-25 =2735 WEBS7-25 =984 7-24 =-1171 8-24 =-17598-23 =1038 9-23 =-1375 9-22 =2829-21 =411 10-21 =-498 11-21 =362 11-20 =239 11-19 =-1301 12-19 =-559 13-19 =2273 13-17 =507 14-17 =-526 14-16 =86 NOTES (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-7-8 to 3-11-11, Interior(1) 3-11-11 to 6-5-4, Exterior(2) 6-5-4 to 12-0-7, Interior(1) 17-7-10 to 38-4-6, Exterior(2) 43-11-9 to 55-11-4 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. Continued on page 2 Job 14664 Truss H5G Truss Type HIP Qty 1 Ply 2 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 12:52:48 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:73.8 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W5 W6 W5 W6 W5 W6 W5 W4 W3 W2 W1 B1B2B2 T2 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 30 31 6x6 6x9 6x9 5x6 4x4 1.5x4 4x4 5x8 1.5x4 4x9 1.5x4 8x9 7x8 1.5x4 4x9 1.5x4 5x8 6x6 4x4 4x4 1.5x4 5x6 HGUS26-2 HGUS26-2 0-0-0 5-8-12 5-8-12 6-3-11 12-0-7 5-10-1 17-10-8 5-0-12 22-11-4 5-0-12 28-0-0 5-0-12 33-0-12 5-0-12 38-1-8 5-10-1 43-11-9 6-3-11 50-3-4 5-8-12 56-0-0 -1-7-81-7-80-0-0 5-8-12 5-8-12 6-3-11 12-0-7 5-10-1 17-10-8 5-0-12 22-11-4 5-0-12 28-0-0 5-0-12 33-0-12 5-0-12 38-1-8 5-10-1 43-11-9 6-3-11 50-3-4 5-8-12 56-0-0 0-6-127-5-37-7-08-6-00-6-127-5-37.00 12 Plate Offsets (X,Y): [2:Edge,0-0-6], [3:0-1-15,0-2-0], [4:0-3-4,0-2-7], [7:0-4-0,0-4-7], [10:0-3-4,0-2-7], [11:0-1-15,0-2-0], [12:0-0-0,0-0-6], [16:0-1-8,0-2-3], [18:0-4-8,0-5-5], [20:0-3-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO BOCA/ANSI95 CSI TC BC WB (Matrix) 0.30 0.79 0.89 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.58 -0.82 0.26 (loc) 18-19 18-19 12 l/defl >999 >819 n/a L/d 240 180 n/a PLATES MT20 Weight: 685 lb GRIP 197/144 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5EBOT CHORD 2 X 6 SPF 1650F 1.5EWEBS2 X 4 SPF Stud *Except* W4 2 X 4 SPF No.2, W6 2 X 4 SPF No.2, W6 2 X 4 SPF No.2 W6 2 X 4 SPF No.2, W6 2 X 4 SPF No.2, W4 2 X 4 SPF No.2 BRACING TOP CHORD Sheathed or 5-10-5 oc purlins, except 2-0-0 oc purlins (5-0-12 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 12 = 5132/Mechanical 2 = 5932/0-5-8 Max Horz 2 = 219(load case 4) Max Uplift 12 = -654(load case 3) 2 = -756(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =79 TOP CHORD2-3 =-10331 3-24 =-9957 4-24 =-96754-5 =-11789 5-6 =-11786 6-7 =-135037-8 =-13503 8-9 =-10298 9-10 =-10301 10-25 =-8582 11-25 =-8864 11-12 =-9357 BOT CHORD 2-23 =8651 22-23 =8651 21-22 =8517 21-26 =8517 20-26 =8517 20-27 =13181 19-27 =13181 19-28 =13181 18-28 =13181 18-29 =12174 17-29 =12174 17-30 =12174 16-30 =12174 16-31 =7562 15-31 =7562 14-15 =7562 13-14 =7873 12-13 =7873 WEBS 3-23 =21 3-22 =-145 4-22 =341 4-20 =5117 5-20 =-574 6-20 =-2375 6-19 =932 6-18 =548 7-18 =-463 8-18 =2262 8-17 =212 8-16 =-3195 9-16 =-577 10-16 =4282 10-14 =445 11-14 =-344 11-13 =54 NOTES (14) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc.Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc.Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 5) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 654 lb uplift at joint 12 and 756 lb uplift at joint 2. 11) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails.Continued on page 2 Job 14664 Truss H4V Truss Type SPECIAL Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 12:16:14 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:74.8 T1 T2 T4 B1 B2 B3 B2 B6 W1 W2 W3 W4 W5 W6 W7W8W9 W10 W11 W10 W11 W10 W11 W10 W12 W13 W14 B5B4 T3 1 2 3 4 5 6 7 8 910 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 26 27 28 29 30 31 32 33 34 35 36 37 6x9 4x6 6x12 6x9 6x6 8x12 MT18H 8x12 MT18H 4x9 4x5 4x4 4x4 5x6 7x12 MT18H 4x6 4x4 7x8 1.5x4 4x4 5x6 6x6 7x12 MT20H 4x4 1.5x4 0-0-01-8-81-8-81-4-13-0-9 4-2-8 7-3-1 5-7-6 12-10-81-4-014-2-8 6-10-9 21-1-1 6-10-15 28-0-0 6-10-15 34-10-15 6-9-3 41-8-2 5-2-0 46-10-2 9-1-14 56-0-0 -1-7-81-7-80-0-01-8-81-8-81-4-13-0-9 4-2-8 7-3-1 5-7-6 12-10-81-5-614-3-14 6-9-3 21-1-1 6-10-15 28-0-0 6-10-15 34-10-15 6-9-3 41-8-2 5-2-0 46-10-2 9-1-14 56-0-0 0-6-128-9-38-11-09-10-00-6-120-10-118-9-37.00 12 8.00 12 Plate Offsets (X,Y): [2:0-0-0,0-0-6], [3:0-3-9,0-2-0], [4:0-1-12,0-2-0], [5:0-1-11,0-2-0], [6:0-1-4,0-2-7], [12:0-3-6,0-2-15], [13:0-1-15,0-2-0], [14:Edge,0-0-4], [16:0-6-0,0-4-7], [18:0-4-0,0-5-0], [19:0-2-10,0-2-0], [20:0-3-10,0-4-1], [21:0-5-7,0-4-9], [23:0-6-0,Edge], [24:0-3-8,0-3-13] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.74 1.00 0.89 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.65 -0.93 0.45 (loc) 18-19 18-19 14 l/defl >999 >716 n/a L/d 240 180 n/a PLATES MT20 MT20H MT18H Weight: 362 lb GRIP 197/144 148/108 197/144 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5EBOT CHORD 2 X 6 SYP 2400F 2.0E *Except* B6 2 X 6 SPF 1650F 1.5E, B5 2 X 6 SPF 1650F 1.5EB4 2 X 6 SPF 1650F 1.5E WEBS 2 X 4 SPF Stud *Except* W2 2 X 4 SPF 1650F 1.5E, W7 2 X 4 SPF No.2, W10 2 X 4 SPF No.2 W10 2 X 4 SPF No.2, W10 2 X 4 SPF No.2, W10 2 X 4 SPF No.2 BRACING TOP CHORD Sheathed or 2-1-4 oc purlins, except 2-0-0 oc purlins (3-3-14 max.): 7-12. BOT CHORD Rigid ceiling directly applied or 9-0-13 oc bracing. WEBS 1 Row at midpt 5-21, 8-19, 9-18, 11-17 2 Rows at 1/3 pts 6-20 REACTIONS (lb/size) 14 = 3622/Mechanical 2 = 3821/0-5-8 Max Horz 2 = 257(load case 5) Max Uplift 14 = -392(load case 4) Max Uplift2 = -422(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =79 2-3 =-5949 3-4 =-10097 4-25 =-7833 5-25 =-7797 5-26 =-6299 26-27 =-6120 6-27 =-6100 6-7 =-5347 7-28 =-5912 8-28 =-5917 8-9 =-6320 9-10 =-6320 10-11 =-6320 11-29 =-5962 12-29 =-5959 12-30 =-5417 13-30 =-5648 13-31 =-5915 31-32 =-6093 14-32 =-6379 BOT CHORD 2-24 =4620 23-24 =4727 22-23 =8398 21-22 =6765 20-21 =5815 20-33 =4835 19-33 =4834 19-34 =5914 18-34 =5914 18-35 =5959 17-35 =5959 17-36 =4757 36-37 =4757 16-37 =4757 15-16 =5292 14-15 =5292 WEBS 3-24 =-1851 3-23 =4291 4-23 =1586 4-22 =-1686 5-22 =1002 5-21 =-1728 6-21 =3205 6-20 =-2658 7-20 =472 7-19 =1718 WEBS8-19 =-1173 8-18 =634 9-18 =-70111-18 =565 11-17 =-1182 12-17 =191112-16 =758 13-16 =-767 13-15 =200 NOTES (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-7-8 to 3-11-11, Interior(1) 3-11-11 to 8-8-11, Exterior(2) 8-8-11 to 14-3-14, Interior(1) 19-11-1 to 36-0-15, Exterior(2) 41-8-2 to 55-11-4 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 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 1-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. Continued on page 2 Job 14664 Truss H4B Truss Type SPECIAL Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 12:23:26 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:45.2 T1 T2 W6 B1 W1 W3 W5 W4 W2 B2 1 2 3 4 7 6 5 10 9 8 11 12 13 14 15 164x9 5x6 1.5x4 1.5x4 3x4 3x4 3x4 1.5x4 7x8 4x4 3x4 3x4 0-0-0 9-1-14 9-1-14 5-1-15 14-3-14 3-2-10 17-6-80-5-818-0-0 0-0-0 9-1-14 9-1-14 5-1-15 14-3-14 3-2-10 17-6-80-5-818-0-0 0-6-128-9-37-5-88-11-08-11-03-0-08-9-37.00 12 Plate Offsets (X,Y): [1:0-2-11,0-2-0], [2:0-1-15,0-1-8], [3:0-3-0,0-2-5], [6:0-2-6,0-4-7], [9:0-1-7,0-2-0], [9:0-2-0,0-3-8], [9:0-2-0,1-8-4] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.45 0.37 0.51 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.16 -0.00 (loc) 1-7 1-7 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 lb GRIP 197/144 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5EBOT CHORD 2 X 6 SPF 1650F 1.5EWEBS2 X 4 SPF StudOTHERS2 X 6 SPF 1650F 1.5E BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-6 JOINTS 1 Brace at Jt(s): 4 REACTIONS (lb/size) 1 = 1107/0-5-8 10 = 1104/0-3-0 Max Horz 1 = 261(load case 6) Max Uplift 1 = -68(load case 6) 10 = -182(load case 7) FORCES (lb) - First Load Case Only TOP CHORD1-11 =-1485 11-12 =-1270 2-12 =-11862-13 =-590 13-14 =-483 3-14 =-4103-4 =17 5-10 =41 9-10 =-1042 8-9 =-135 4-8 =-135 BOT CHORD 1-15 =1086 7-15 =1086 7-16 =1086 6-16 =1086 5-6 =-18 WEBS 2-7 =401 3-6 =432 6-9 =523 3-9 =-662 2-6 =-1075 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 11-3-14, Exterior(2) 11-3-14 to 14-3-14 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord andany other members.7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grainformula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 1 and 182 lb uplift at joint 10. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 10) All Plates 20 Gauge Unless Noted Job 14664 Truss H4A Truss Type SPECIAL Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 12:21:36 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:53.6 T1 T2 W5 B1 W1 W2 W3 W5 W7 W6 W4 B2 1 2 3 4 5 9 8 7 6 12 11 10 13 14 15 16 17 18 19 204x12 5x6 3x4 1.5x4 3x4 3x4 3x4 1.5x4 7x8 3x4 3x8 4x4 3x5 3x5 0-0-0 9-1-14 9-1-14 5-1-15 14-3-14 6-9-1 21-0-15 6-5-9 27-6-80-5-828-0-0 0-0-0 9-1-14 9-1-14 5-1-15 14-3-14 6-9-1 21-0-15 6-5-9 27-6-80-5-828-0-0 0-6-128-9-37-5-88-11-08-11-03-0-08-9-37.00 12 Plate Offsets (X,Y): [1:1-0-0,0-0-14], [2:0-1-15,0-1-8], [3:0-3-0,0-2-5], [7:0-1-12,0-1-8], [8:0-4-0,0-4-7], [11:0-1-4,0-2-0], [11:0-1-7,0-2-15], [11:0-1-7,1-8-13] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.46 0.50 0.80 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.22 0.02 (loc) 1-9 1-9 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 180 lb GRIP 197/144 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5EBOT CHORD 2 X 6 SPF 1650F 1.5EWEBS2 X 4 SPF Stud *Except* W4 2 X 4 SPF No.2 OTHERS 2 X 6 SPF 1650F 1.5E BRACING TOP CHORD Sheathed or 4-9-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 6-7. WEBS 1 Row at midpt 2-8, 4-7, 4-11, 3-7 JOINTS 1 Brace at Jt(s): 5 REACTIONS (lb/size) 1 = 1805/Mechanical 12 = 1772/0-3-0 Max Horz 1 = 261(load case 6) Max Uplift 1 = -136(load case 6) 12 = -235(load case 5) Max Uplift1 = -136(load case 6)12 = -235(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-13 =-2835 13-14 =-2616 2-14 =-2531 2-15 =-1963 3-15 =-1732 3-16 =-1129 4-16 =-1133 4-17 =12 5-17 =12 6-12 =42 11-12 =-1687 10-11 =-258 5-10 =-259 BOT CHORD 1-18 =2249 9-18 =2249 9-19 =2249 8-19 =2249 8-20 =1545 7-20 =1545 6-7 =-21 WEBS 2-9 =373 2-8 =-1011 3-8 =929 4-7 =115 7-11 =1297 4-11 =-1436 3-7 =-661 NOTES (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) 0-0-12 to 3-0-12, Interior(1)3-0-12 to 11-3-14, Exterior(2) 11-3-14 to 14-3-14, Interior(1) 17-3-14 to 27-4-12 zone;cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metalDOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 1 and 235 lb uplift at joint 12. 10) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 11) All Plates 20 Gauge Unless Noted Job 14664 Truss H3G Truss Type ROOF TRUSS Qty 1 Ply 2 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 12:42:02 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:72.1 T1 T3 T1 B1 W1 W2 W3 W4 W5 W7 W8 W10 W10 W8 W13 W8 W14 W5 W4 W3 W2 W1 W9 W12W6 B1 B3B2 T2 T2 T4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 3031 32 33 34 35 364x12 4x4 6x9 4x5 4x4 5x8 4x4 4x4 1.5x4 4x4 4x4 4x9 6x9 4x5 3x6 6x9 1.5x4 4x4 3x5 4x6 4x12 4x9 5x6 4x4 4x4 4x4 4x4 1.5x4 5x6 5x8 MT18H HGUS26-2 HGUS26-27-0-09-2-310-0-0 0-0-0 5-8-12 5-8-12 5-1-11 10-10-7 5-8-13 16-7-51-2-1517-10-4 5-1-12 23-0-0 5-1-12 28-1-12 5-7-6 33-9-2 5-7-10 39-4-11 5-8-13 45-1-9 5-1-11 50-3-4 5-8-12 56-0-0 0-0-0 5-8-12 5-8-12 5-1-11 10-10-7 5-8-13 16-7-51-2-1517-10-4 5-1-12 23-0-0 5-1-12 28-1-12 5-7-6 33-9-2 5-7-10 39-4-11 5-8-13 45-1-9 5-1-11 50-3-4 5-8-12 56-0-0 0-6-1210-1-310-3-010-3-00-6-1210-1-37.00 12 Plate Offsets (X,Y): [1:1-0-0,0-1-4], [2:0-1-15,0-2-0], [3:0-1-15,0-2-0], [6:0-2-5,0-2-0], [10:0-2-7,0-2-0], [11:0-3-4,0-2-1], [13:0-1-15,0-2-0], [14:0-1-15,0-2-0], [15:0-3-13,0-2-8], [20:0-2-3,0-2-0], [21:0-2-12,0-1-8], [23:0-3-15,0-1-8], [28:0-3-8,0-2-5], [30:0-5-13,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO BOCA/ANSI95 CSI TC BC WB (Matrix) 0.49 0.74 0.82 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.60 -0.80 0.17 (loc) 21-23 21-23 15 l/defl >999 >831 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 823 lb GRIP 197/144 244/190 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5EBOT CHORD 2 X 6 SYP 2400F 2.0EWEBS2 X 4 SPF Stud *Except* W4 2 X 4 SPF No.2, W5 2 X 4 SPF No.2, W8 2 X 4 SPF No.2 W8 2 X 4 SPF No.2, W13 2 X 4 SPF No.2, W8 2 X 4 SPF No.2 W14 2 X 4 SPF No.2, W5 2 X 4 SPF No.2, W4 2 X 4 SPF No.2 W9 2 X 4 SPF No.2, W12 2 X 4 SPF No.2 BRACING TOP CHORD Sheathed or 5-9-3 oc purlins, except 2-0-0 oc purlins (5-0-10 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 24-28 JOINTS 1 Brace at Jt(s): 28, 29, 30 REACTIONS (lb/size) 1 = 5696/Mechanical 15 = 5128/Mechanical Max Horz 1 = 278(load case 4) Max Uplift 1 = -446(load case 4) Max Uplift15 = -416(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =-10313 2-3 =-9848 3-31 =-9337 4-31 =-9330 4-5 =-9090 5-6 =-7954 6-7 =-10861 7-8 =-10861 8-9 =-12775 9-10 =-12775 10-11 =-8604 11-12 =-8000 12-32 =-8241 13-32 =-8258 13-14 =-8854 14-15 =-9349 BOT CHORD 1-27 =8649 26-27 =8649 25-26 =8373 25-33 =8373 24-33 =8373 23-24 =8744 22-23 =8811 21-22 =8811 21-34 =8821 20-34 =8821 20-35 =7044 19-35 =7044 19-36 =7537 18-36 =7537 17-18 =7537 16-17 =7864 15-16 =7864 WEBS 2-27 =64 2-26 =-330 3-26 =306 3-24 =-469 5-24 =3955 5-28 =-78 23-28 =2919 6-28 =-1438 6-29 =3142 7-29 =-483 8-29 =-2132 21-30 =2060 8-30 =407 WEBS10-30 =4450 10-20 =-2227 11-20 =310111-19 =820 13-19 =-732 13-17 =39614-17 =-393 14-16 =67 28-29 =-827 29-30 =4005 20-30 =-370 24-28 =-4485 NOTES (17) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 5) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 8) All plates are MT20 plates unless otherwise indicated. Continued on page 2 Job 14664 Truss H3G Truss Type ROOF TRUSS Qty 1 Ply 2 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 12:42:02 2006 Page 2 Truss Engineering Corp., Indian Orchard, MA 01151 NOTES (17) 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 1-0-0 wide will fit between the bottom chord and any other members. 10) Ceiling dead load (5.0 psf) on member(s). 28-29, 29-30 11) Bottom chord live load (60.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 21-23 12) Refer to girder(s) for truss to truss connections. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 446 lb uplift at joint 1 and 416 lb uplift at joint 15. 14) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to trussTC w/ 2-10d nails.15) Use Simpson Strong-Tie HGUS26-2 (2-12d) or equivalent spaced at 10-3-0 oc max.starting at 17-10-8 from the left end to 28-1-8 to connect truss(es) PC3 (2 ply 2 X 6 SPF) to back face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. 17) All Plates 20 Gauge Unless Noted Job 14664 Truss H3 Truss Type HIP Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 12:04:59 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:71.9 T1 T2 T1 B1 W1 W2 W3 W4 W5 W4 W5 W4 W3 W2 W1 B1 B2B2 T3 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 28 29 30 31 32 338x9 6x6 4x4 6x12 4x12 MT20H 4x4 1.5x4 4x4 4x5 4x4 1.5x4 4x9 6x6 4x4 4x4 1.5x4 4x12 MT20H 4x12 MT20H 0-0-0 9-1-14 9-1-14 7-5-7 16-7-5 7-6-9 24-1-14 7-8-5 31-10-2 7-6-9 39-4-11 7-5-7 46-10-2 9-1-14 56-0-0 0-0-0 9-1-14 9-1-14 7-5-7 16-7-5 7-6-9 24-1-14 7-8-5 31-10-2 7-6-9 39-4-11 7-5-7 46-10-2 9-1-14 56-0-0 0-6-1210-1-310-3-010-3-00-6-1210-1-37.00 12 Plate Offsets (X,Y): [1:0-2-2,Edge], [2:0-1-15,0-2-0], [3:0-3-0,0-3-1], [7:0-3-0,0-3-1], [8:0-1-15,0-2-0], [9:Edge,0-0-2], [15:0-2-3,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.71 0.84 0.64 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.49 -0.69 0.29 (loc) 13-15 13-15 9 l/defl >999 >962 n/a L/d 240 180 n/a PLATES MT20 MT20H Weight: 324 lb GRIP 197/144 148/108 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5EBOT CHORD 2 X 6 SPF 1650F 1.5EWEBS2 X 4 SPF No.2 *Except* W1 2 X 4 SPF Stud, W1 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 2-9-1 oc purlins, except 2-0-0 oc purlins (3-6-12 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 3-15, 4-15, 4-13, 6-13, 7-13, 8-12 REACTIONS (lb/size) 1 = 3798/Mechanical 9 = 3785/Mechanical Max Horz 1 = -278(load case 4) Max Uplift 1 = -336(load case 6) 9 = -338(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-19 =-6648 TOP CHORD19-20 =-6358 2-20 =-6186 2-21 =-56033-21 =-5268 3-4 =-5554 4-22 =-55305-22 =-5530 5-23 =-5530 6-23 =-5530 6-7 =-5533 7-24 =-5282 8-24 =-5616 8-25 =-6230 25-26 =-6409 9-26 =-6695 BOT CHORD 1-27 =5502 18-27 =5502 18-28 =5502 17-28 =5502 16-17 =5502 16-29 =4674 15-29 =4674 14-15 =5551 14-30 =5551 13-30 =5551 13-31 =4684 12-31 =4684 11-12 =5568 11-32 =5568 10-32 =5568 10-33 =5568 9-33 =5568 WEBS 2-18 =371 2-16 =-1014 3-16 =880 3-15 =1428 4-15 =-778 4-13 =-35 6-13 =-800 7-13 =1377 7-12 =927 8-12 =-1083 8-10 =374 NOTES (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) 0-2-12 to 5-9-15, Interior(1)5-9-15 to 8-8-4, Exterior(2) 8-8-4 to 16-7-5, Interior(1) 24-6-5 to 31-5-11, Exterior(2)39-4-11 to 55-11-4 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate gripDOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 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 1-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 336 lb uplift at joint 1 and 338 lb uplift at joint 9. 10) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 11) All Plates 20 Gauge Unless Noted Job 14664 Truss H2 Truss Type HIP Qty 1 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 12:03:47 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:72.2 T2 T3 T1 B1 W1 W2 W3 W4 W5 W4 W3 W2 W1T1 T2 B2B1 B2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 27 28 4x4 6x9 6x9 4x4 6x12 4x12 MT20H 4x4 1.5x4 4x4 7x8 1.5x4 4x4 4x4 1.5x4 6x12 4x12 MT20H 0-0-0 9-1-15 9-1-15 9-8-13 18-10-11 9-1-5 28-0-0 9-1-5 37-1-5 9-8-13 46-10-1 9-1-15 56-0-0 0-0-0 9-1-15 9-1-15 9-8-13 18-10-11 9-1-5 28-0-0 9-1-5 37-1-5 9-8-13 46-10-1 9-1-15 56-0-0 0-6-1211-5-311-7-011-7-00-6-1211-5-37.00 12 Plate Offsets (X,Y): [1:Edge,0-0-2], [2:0-1-15,0-2-0], [8:0-1-15,0-2-0], [9:Edge,0-0-2], [13:0-4-0,0-4-10] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.68 0.83 0.82 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.47 -0.67 0.28 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20H Weight: 315 lb GRIP 197/144 148/108 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5EBOT CHORD 2 X 6 SPF 1650F 1.5EWEBS2 X 4 SPF No.2 *Except* W1 2 X 4 SPF Stud, W1 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 2-9-12 oc purlins, except 2-0-0 oc purlins (3-8-3 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 5-13, 6-13 2 Rows at 1/3 pts 2-14, 8-12 REACTIONS (lb/size) 9 = 3781/Mechanical 1 = 3784/Mechanical Max Horz 1 = 317(load case 5) Max Uplift 9 = -336(load case 7) 1 = -334(load case 6) FORCES (lb) - First Load Case Only TOP CHORD1-17 =-6642 2-17 =-6351 2-18 =-53613-18 =-5219 3-4 =-5114 4-19 =-49595-19 =-4965 5-20 =-4965 6-20 =-4959 6-7 =-5135 7-21 =-5241 8-21 =-5383 8-22 =-6422 9-22 =-6708 BOT CHORD 1-23 =5504 16-23 =5504 16-24 =5504 15-24 =5504 14-15 =5504 14-25 =4420 13-25 =4420 13-26 =4438 12-26 =4438 11-12 =5587 11-27 =5587 10-27 =5587 10-28 =5587 9-28 =5587 WEBS 2-16 =404 2-14 =-1230 4-14 =969 4-13 =851 5-13 =-938 6-13 =822 6-12 =1004 8-12 =-1304 8-10 =408 NOTES (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) 0-2-12 to 5-9-15, Interior(1) 5-9-15 to 10-11-11, Exterior(2) 10-11-11 to 18-10-11, Interior(1) 26-9-12 to 29-2-4, Exterior(2) 37-1-5 to 55-11-4 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads.5) As requested, plates have not been designed to provide for placement tolerances orrough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 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 1-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 336 lb uplift at joint 9 and 334 lb uplift at joint 1. 10) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 11) All Plates 20 Gauge Unless Noted Job 14664 Truss H1G Truss Type ROOF TRUSS Qty 2 Ply 2 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 12:03:00 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:72.7 T1 T3 T1 B1 W1 W2 W3 W4 W5 W6 W7 W9 W10 W12 W12 W10 W9 W7 W6 W5 W4 W3 W2 W1 W11 W8 W8 T2 T2 B2 B1B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 31 32 33 3435 36 37 38 39 40 41 42 43 44 45 466x9 4x4 5x6 5x6 4x4 6x9 4x12 MT20H 4x4 1.5x4 4x4 4x4 7x8 4x6 4x9 1.5x4 1.5x4 6x9 1.5x4 6x9 4x9 1.5x4 1.5x4 4x9 4x6 7x8 4x4 4x4 4x4 1.5x4 5x6 4x12 MT20H HGUS26-2 HGUS26-27-0-010-5-1510-0-0 0-0-0 4-0-3 4-0-3 5-1-12 9-1-14 5-1-12 14-3-10 4-6-11 18-10-5 3-11-15 22-10-4 5-1-12 28-0-0 5-1-12 33-1-12 3-11-15 37-1-11 4-6-11 41-8-7 5-1-12 46-10-2 5-1-12 51-11-14 4-0-3 56-0-0 0-0-0 4-0-3 4-0-3 5-1-12 9-1-14 5-1-12 14-3-10 4-6-11 18-10-5 3-11-15 22-10-4 5-1-12 28-0-0 5-1-12 33-1-12 3-11-15 37-1-11 4-6-11 41-8-7 5-1-12 46-10-2 5-1-12 51-11-14 4-0-3 56-0-0 0-6-1211-4-1511-6-1211-6-120-6-1211-4-157.00 12 Plate Offsets (X,Y): [1:0-0-0,0-0-6], [2:0-1-15,0-2-0], [3:0-1-15,0-2-0], [5:0-2-1,0-2-0], [6:0-3-0,0-2-5], [10:0-3-0,0-2-5], [11:0-2-1,0-2-0], [13:0-1-15,0-2-0], [14:0-1-15,0-2-0], [15:0-0-0,0-0-6], [19:0-3-8,0-4-4], [25:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO BOCA/ANSI95 CSI TC BC WB (Matrix) 0.26 0.41 0.88 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.45 0.15 (loc) 21-23 21-23 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20H Weight: 864 lb GRIP 197/144 187/143 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5EBOT CHORD 2 X 6 SYP 2400F 2.0EWEBS2 X 4 SPF Stud *Except* W6 2 X 4 SPF No.2, W7 2 X 4 SPF No.2, W10 2 X 4 SPF No.2 W10 2 X 4 SPF No.2, W7 2 X 4 SPF No.2, W6 2 X 4 SPF No.2 W11 2 X 4 SPF No.2, W8 2 X 4 SPF No.2, W8 2 X 4 SPF No.2 BRACING TOP CHORD Sheathed or 5-5-7 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-20 JOINTS 1 Brace at Jt(s): 29, 30, 31 REACTIONS (lb/size) 1 = 4512/Mechanical 15 = 6603/Mechanical Max Horz 1 = 316(load case 4) Max Uplift 1 = -493(load case 5) Max Uplift15 = -796(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =-7953 2-3 =-7735 3-32 =-7229 4-32 =-7087 4-5 =-7083 5-6 =-6668 6-7 =-5545 7-8 =-5526 8-9 =-8157 9-10 =-8165 10-11 =-8457 11-12 =-10482 12-33 =-10484 13-33 =-10626 13-14 =-11293 14-15 =-11784 BOT CHORD 1-28 =6642 27-28 =6642 27-34 =6610 34-35 =6610 26-35 =6610 25-26 =6610 25-36 =6118 24-36 =6118 24-37 =6804 37-38 =6804 23-38 =6804 23-39 =6804 22-39 =6804 22-40 =6804 21-40 =6804 21-41 =6805 41-42 =6805 20-42 =6805 20-43 =9054 19-43 =9054 18-19 =9685 18-44 =9685 44-45 =9685 17-45 =9685 17-46 =9865 16-46 =9865 15-16 =9865 WEBS 2-28 =-20 2-27 =-35 3-27 =215 3-25 =-714 WEBS5-25 =673 5-24 =-853 6-24 =28996-29 =-185 23-29 =282 7-29 =-4208-29 =-2116 8-30 =-42 8-31 =1043 21-31 =117 9-31 =-372 10-31 =1177 10-20 =2889 11-20 =-3770 11-19 =4082 13-19 =-916 13-17 =443 14-17 =-198 14-16 =329 29-30 =485 30-31 =485 24-29 =-2304 20-31 =944 NOTES (17) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 5) 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.Continued on page 2 Job 14664 Truss H1G Truss Type ROOF TRUSS Qty 2 Ply 2 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 12:03:00 2006 Page 2 Truss Engineering Corp., Indian Orchard, MA 01151 NOTES (17) 7) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 8) All plates are MT20 plates unless otherwise indicated. 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 1-0-0 wide will fit between the bottom chord and any other members. 10) Ceiling dead load (5.0 psf) on member(s). 29-30, 30-31 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 21-2312) Refer to girder(s) for truss to truss connections.13) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 493 lb uplift at joint 1 and 796 lb uplift at joint 15. 14) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 15) Use Simpson Strong-Tie HGUS26-2 (2-12d) or equivalent spaced at 9-9-8 oc max. starting at 41-8-4 from the left end to 51-5-12 to connect truss(es) PC2 (2 ply 2 X 4 SPF) to back face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. 17) All Plates 20 Gauge Unless Noted Job 14664 Truss H1C Truss Type ROOF TRUSS Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 11:33:11 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:61.6 T2 T3 T4 B3 W1 W2 W3 W4 W6 W4 W8 W9 W5 W5 W4 W6 W4 W7 W7 B1 B2 T1 W12 W11 BL1 W10 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 21 20 2223 24 25 26 27 28 29 30 31 32 7x8 6x9 6x9 6x6 5x8 MT18H 1.5x4 4x4 1.5x4 4x9 1.5x4 3x5 7x8 8x9 4x9 1.5x4 1.5x4 3x5 5x6 4x12 5x8 4x5 3x6 3x6 7-0-010-7-1210-0-0 0-0-0 9-10-2 9-10-2 9-0-2 18-10-5 3-11-15 22-10-4 5-1-12 28-0-0 5-1-12 33-1-12 3-11-15 37-1-11 4-8-1 41-9-12 -1-7-81-7-80-0-0 5-11-7 5-11-7 6-1-11 12-1-2 6-9-3 18-10-5 3-11-15 22-10-4 5-1-12 28-0-0 5-1-12 33-1-12 3-11-15 37-1-11 4-8-1 41-9-12 0-6-129-0-216-10-1211-6-1212-5-128-10-13-0-011-6-127.00 12 *** Design Problems *** REVIEW REQUIRED Allowable Top Chord Reaction Exceeded: 22 Plate Offsets (X,Y): [2:1-0-0,0-1-6], [4:0-4-0,0-4-7], [5:0-5-5,0-3-0], [9:0-5-4,0-2-14], [12:0-2-5,0-2-8], [13:0-2-12,0-1-8], [15:0-2-12,0-1-8], [19:0-4-0,0-3-5], [20:0-4-8,0-3-14], [22:0-1-14,0-2-0], [22:0-2-12,0-1-8] LOADING (psf) TCLLTCDLBCLLBCDL 40.010.00.0 *10.0 SPACING Plates IncreaseLumber IncreaseRep Stress IncrCode 2-0-0 1.151.15YESBOCA/ANSI95 CSI TCBCWB(Matrix) 0.330.650.91 DEFL Vert(LL)Vert(TL)Horz(TL) in -0.42-0.530.06 (loc) 13-1513-1522 l/defl >999>933n/a L/d 240180n/a PLATES MT20MT18H Weight: 346 lb GRIP 197/144244/190 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD 2 X 6 SYP 2400F 2.0E WEBS 2 X 4 SPF No.2 *Except* W1 2 X 4 SPF Stud, W2 2 X 4 SPF Stud, W6 2 X 4 SPF Stud W9 2 X 4 SPF Stud, W6 2 X 4 SPF Stud, W7 2 X 4 SPF Stud W7 2 X 4 SPF Stud, W11 2 X 4 SPF Stud OTHERS 2 X 4 SPF No.2 BRACING TOP CHORD Sheathed or 3-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-3 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 4-16, 7-20 2 Rows at 1/3 pts 12-20, 9-22 JOINTS 1 Brace at Jt(s): 19, 20, 21 REACTIONS (lb/size) 2 = 3193/0-5-8 22 = 3379/0-3-0 Max Horz 2 = 349(load case 6) Max Uplift 2 = -314(load case 6) 22 = -265(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =79 2-23 =-5195 3-23 =-4998 3-24 =-4782 4-24 =-4500 4-25 =-3783 5-25 =-3608 5-6 =-4341 6-26 =-4338 7-26 =-4338 7-27 =-1252 27-28 =-1252 8-28 =-1252 8-9 =-1268 9-10 =-157 11-22 =100 10-22 =-240 BOT CHORD 2-18 =4293 BOT CHORD 18-29 =3838 17-29 =3838 17-30 =3838 16-30 =3838 16-31 =2767 15-31 =2767 14-15 =2758 13-14 =2758 13-32 =2764 12-32 =2764 11-12 =-4 WEBS 3-18 =-374 4-18 =583 4-16 =-1028 5-16 =121 5-19 =1614 15-19 =809 6-19 =-293 19-21 =472 20-21 =472 7-21 =19 16-19 =757 12-20 =-3272 13-20 =1063 8-20 =-441 9-20 =5 9-12 =1776 7-19 =1348 7-20 =-2403 12-22 =1512 9-22 =-2489 NOTES (13) 1) Unbalanced roof live loads have been considered for this design. Continued on page 2 Job 14664 Truss H1C Truss Type ROOF TRUSS Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 11:33:11 2006 Page 2 Truss Engineering Corp., Indian Orchard, MA 01151 NOTES (13) 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-7-8 to 3-11-11, Interior(1) 3-11-11 to 13-3-1, Exterior(2) 13-3-1 to 18-10-5, Interior(1) 24-5-8 to 31-6-8, Exterior(2) 37-1-11 to 41-6-4 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances orrough handling and erection conditions. It is the responsibility of the fabricator to increaseplate sizes to account for these factors.6) All plates are MT20 plates unless otherwise indicated. 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 1-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 19-21, 20-21 9) Bottom chord live load (50.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 13-15 10) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 314 lb uplift at joint 2 and 265 lb uplift at joint 22. 12) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 13) All Plates 20 Gauge Unless Noted Job 14664 Truss H1B Truss Type ROOF TRUSS Qty 10 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 13:33:35 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:71.2 T2 T3 T2 B1 W1 W2 W3 W4 W6 W4 W8 W9 W5 W5 W4 W6 W4 W3 W2 W1 W7 W7 B1 B2B2 T1 T1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 23 22 24 25 26 27 28 29 30 31 32 33 34 35 7x8 5x8 5x8 7x8 4x12 MT20H 7x8 4x4 1.5x4 4x9 1.5x4 1.5x4 6x9 6x9 4x9 1.5x4 1.5x4 1.5x4 4x9 4x4 1.5x4 4x12 MT20H 7x8 5x8 MT18H7-0-010-7-1210-0-0 0-0-0 9-10-2 9-10-2 9-0-2 18-10-5 3-11-15 22-10-4 5-1-12 28-0-0 5-1-12 33-1-12 3-11-15 37-1-11 9-0-2 46-1-14 9-10-2 56-0-0 0-0-0 5-11-7 5-11-7 6-1-11 12-1-2 6-9-3 18-10-5 3-11-15 22-10-4 5-1-12 28-0-0 5-1-12 33-1-12 3-11-15 37-1-11 6-9-3 43-10-14 6-1-11 50-0-9 5-11-7 56-0-0 0-6-1211-6-1211-6-120-6-1211-6-127.00 12 Plate Offsets (X,Y): [1:0-0-12,Edge], [3:0-4-0,0-4-7], [4:0-5-4,0-3-4], [8:0-5-4,0-3-4], [9:0-4-0,0-4-7], [11:0-0-12,Edge], [21:0-4-8,0-2-15], [22:0-4-8,0-2-15] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.37 0.61 0.77 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.60 -0.81 0.22 (loc) 15-17 15-17 11 l/defl >999 >821 n/a L/d 240 180 n/a PLATES MT20 MT20H MT18H Weight: 399 lb GRIP 197/144 187/143 244/190 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5EBOT CHORD 2 X 6 SYP 2400F 2.0EWEBS2 X 4 SPF Stud *Except* W3 2 X 4 SPF No.2, W4 2 X 4 SPF No.2, W4 2 X 4 SPF No.2 W8 2 X 4 SPF No.2, W5 2 X 4 SPF No.2, W5 2 X 4 SPF No.2 W4 2 X 4 SPF No.2, W4 2 X 4 SPF No.2, W3 2 X 4 SPF No.2 BRACING TOP CHORD Sheathed or 3-2-11 oc purlins, except 2-0-0 oc purlins (3-9-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 18-21, 14-22, 9-14 JOINTS 1 Brace at Jt(s): 21, 22, 23 REACTIONS (lb/size) 11 = 3759/Mechanical 1 = 3759/Mechanical Max Horz 1 = 318(load case 5) Max Uplift 11 = -307(load case 7) Max Uplift1 = -307(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =-6780 2-24 =-6396 3-24 =-6142 3-25 =-5445 4-25 =-5295 4-5 =-5038 5-26 =-5030 6-26 =-5030 6-27 =-5030 7-27 =-5030 7-8 =-5038 8-28 =-5295 9-28 =-5445 9-29 =-6142 10-29 =-6396 10-11 =-6780 BOT CHORD 1-20 =5689 20-30 =5241 19-30 =5241 19-31 =5241 18-31 =5241 18-32 =5077 17-32 =5077 16-17 =5071 15-16 =5071 15-33 =5077 14-33 =5077 14-34 =5241 13-34 =5241 13-35 =5241 12-35 =5241 11-12 =5689 WEBS 2-20 =-363 3-20 =586 3-18 =-954 4-18 =1678 4-21 =588 17-21 =747 5-21 =-248 21-23 =386 22-23 =386 6-23 =27 18-21 =-1062 14-22 =-1062 15-22 =747 WEBS7-22 =-248 8-22 =588 8-14 =16789-14 =-954 9-12 =586 10-12 =-3636-21 =-518 6-22 =-518 NOTES (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) 0-1-6 to 5-8-9, Interior(1) 5-8-9 to 13-3-1, Exterior(2) 13-3-1 to 18-10-5, Interior(1) 24-5-8 to 31-6-8, Exterior(2) 37-1-11 to 55-10-10 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 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 1-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 21-23, 22-23 Continued on page 2 Job 14664 Truss H1B Truss Type ROOF TRUSS Qty 10 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 13:33:35 2006 Page 2 Truss Engineering Corp., Indian Orchard, MA 01151 NOTES (13) 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 15-17 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 307 lb uplift at joint 11 and 307 lb uplift at joint 1. 12) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 13) All Plates 20 Gauge Unless Noted Job 14664 Truss H1A Truss Type ROOF TRUSS Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 13:33:16 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:72.9 T2 T3 T2 B1 W1 W2 W3 W4 W6 W4 W8 W9 W5 W5 W4 W6 W4 W3 W2 W1 W7 W7 B1 B2B2 T1 T4 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 24 23 25 26 27 28 29 30 31 32 33 34 35 36 37 7x8 5x8 5x8 7x8 4x12 MT20H 7x8 4x4 1.5x4 4x9 1.5x4 1.5x4 6x9 6x9 4x9 1.5x4 1.5x4 1.5x4 4x9 4x4 1.5x4 4x12 MT20H 7x8 5x8 MT18H7-0-010-7-1210-0-0 0-0-0 9-10-2 9-10-2 9-0-2 18-10-5 3-11-15 22-10-4 5-1-12 28-0-0 5-1-12 33-1-12 3-11-15 37-1-11 9-0-2 46-1-14 9-10-2 56-0-0 -1-7-81-7-80-0-0 5-11-7 5-11-7 6-1-11 12-1-2 6-9-3 18-10-5 3-11-15 22-10-4 5-1-12 28-0-0 5-1-12 33-1-12 3-11-15 37-1-11 6-9-3 43-10-14 6-1-11 50-0-9 5-11-7 56-0-0 0-6-1211-6-1212-5-120-6-1211-6-127.00 12 Plate Offsets (X,Y): [2:0-0-13,Edge], [4:0-4-0,0-4-7], [5:0-5-4,0-3-4], [9:0-5-4,0-3-4], [10:0-4-0,0-4-7], [12:0-0-13,Edge], [22:0-4-8,0-2-15], [23:0-4-8,0-2-15] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.37 0.61 0.77 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.58 -0.80 0.21 (loc) 16-18 16-18 12 l/defl >999 >834 n/a L/d 240 180 n/a PLATES MT20 MT20H MT18H Weight: 402 lb GRIP 197/144 187/143 244/190 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5EBOT CHORD 2 X 6 SYP 2400F 2.0EWEBS2 X 4 SPF Stud *Except* W3 2 X 4 SPF No.2, W4 2 X 4 SPF No.2, W4 2 X 4 SPF No.2 W8 2 X 4 SPF No.2, W5 2 X 4 SPF No.2, W5 2 X 4 SPF No.2 W4 2 X 4 SPF No.2, W4 2 X 4 SPF No.2, W3 2 X 4 SPF No.2 BRACING TOP CHORD Sheathed or 3-3-4 oc purlins, except 2-0-0 oc purlins (3-9-4 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 19-22, 15-23, 10-15 JOINTS 1 Brace at Jt(s): 22, 23, 24 REACTIONS (lb/size) 12 = 3744/0-5-8 2 = 3916/0-5-8 Max Horz 2 = 335(load case 5) Max Uplift 12 = -305(load case 7) Max Uplift2 = -390(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =72 2-25 =-6631 3-25 =-6453 3-26 =-6278 4-26 =-6024 4-27 =-5390 5-27 =-5240 5-6 =-4987 6-28 =-4978 7-28 =-4978 7-29 =-4986 8-29 =-4986 8-9 =-4995 9-30 =-5244 10-30 =-5395 10-31 =-6051 11-31 =-6305 11-12 =-6664 BOT CHORD 2-21 =5524 21-32 =5162 20-32 =5162 20-33 =5162 19-33 =5162 19-34 =5033 18-34 =5033 17-18 =5026 16-17 =5026 16-35 =5033 15-35 =5033 15-36 =5176 14-36 =5176 14-37 =5176 13-37 =5176 12-13 =5560 WEBS 3-21 =-278 4-21 =514 4-19 =-909 5-19 =1656 5-22 =583 18-22 =745 6-22 =-250 22-24 =383 23-24 =383 7-24 =27 19-22 =-1068 15-23 =-1060 16-23 =747 WEBS8-23 =-249 9-23 =588 9-15 =165410-15 =-923 10-13 =540 11-13 =-2977-22 =-523 7-23 =-513 NOTES (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-7-8 to 3-11-11, Interior(1) 3-11-11 to 13-3-1, Exterior(2) 13-3-1 to 18-10-5, Interior(1) 24-5-8 to 31-6-8, Exterior(2) 37-1-11 to 55-9-4 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 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 1-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 22-24, 23-24 Continued on page 2 Job 14664 Truss H1A Truss Type ROOF TRUSS Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 13:33:17 2006 Page 2 Truss Engineering Corp., Indian Orchard, MA 01151 NOTES (12) 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 16-18 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 305 lb uplift at joint 12 and 390 lb uplift at joint 2. 11) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 12) All Plates 20 Gauge Unless Noted Job 14664 Truss G12 Truss Type HIP Qty 2 Ply 2 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 11:08:11 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:26.7 T1 T2 T1 B1 W1 W2 W3 W2 W1 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 4x5 4x5 3x4 3x4 1.5x4 3x8 1.5x4 1.5x4 Nailed Nailed Nailed Nailed Nailed Nailed THJA26 Nailed Nailed Nailed Nailed THJA26 0-0-0 4-0-7 4-0-7 4-11-9 9-0-0 4-11-9 13-11-9 4-0-7 18-0-0 -1-7-8 1-7-8 0-0-0 4-0-7 4-0-7 4-11-9 9-0-0 4-11-9 13-11-9 4-0-7 18-0-0 1-7-8 19-7-8 0-6-122-9-32-11-03-7-110-6-122-9-37.00 12 Plate Offsets (X,Y): [2:0-0-14,0-1-8], [3:0-2-8,0-1-0], [5:0-2-8,0-1-0], [6:0-0-14,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO BOCA/ANSI95 CSI TC BC WB (Matrix) 0.23 0.12 0.18 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.06 0.01 (loc) 9 9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 6 SPF 1650F 1.5EWEBS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 1413/0-5-8 6 = 1413/0-5-8 Max Horz 2 = -74(load case 3) Max Uplift 2 = -307(load case 5) 6 = -307(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =72 2-3 =-1932 3-11 =-2202 11-12 =-2202 4-12 =-2206 4-13 =-2206 13-14 =-2202 TOP CHORD5-14 =-2202 5-6 =-1932 6-7 =72BOT CHORD2-10 =1546 10-15 =1532 15-16 =1532 9-16 =1532 9-17 =1532 17-18 =1532 8-18 =1532 6-8 =1546 WEBS 3-10 =231 3-9 =748 4-9 =-585 5-9 =748 5-8 =231 NOTES (14) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 5) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 307 lb uplift at joint 2 and 307 lb uplift at joint 6. 10) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 11) Use Simpson Strong-Tie THJA26 (2-12d) or equivalent spaced at 9-10-8 oc max. starting at 4-0-12 from the left end to 13-11-4 to connect truss(es) 18 (1 ply 2 X 4 SPF) to back face of bottom chord. 12) WARNING: The following hangers are manually applied but fail due to geometric considerations: THJA26 on back face at 4-0-12 from the left end, THJA26 on back face at 13-11-4 from the left end. 13) "Nailed" indicates 2-12d common wire toe-nails. For more details refer to MiTek's ST-TOENAIL Detail. 14) All Plates 20 Gauge Unless Noted Job 14664 Truss G10V Truss Type SPECIAL Qty 1 Ply 3 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 13:12:25 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:74.8 T1 T2 T4 B1 B2 B3 B2 B6W1 W2 W3 W4 W5 W6 W7 W8 W9 W11 W12 W13 W14 W13 W14 W13 W14 W13 W14 W13 W14 W13 W14 W15 W16 W17 T2T3 B5B41 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 33 32 31 30 29 28 27 26 25 24 23 22 21 20 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 4950 51 52 53 54 55 56 7x8 7x10 MT18H 4x12 4x9 6x6 7x12 MT20H 8x12 MT18H 7x12 MT20H 4x9 4x4 4x4 4x4 4x4 1.5x4 5x8 5x8 1.5x4 1.5x4 8x12 MT20H 4x4 1.5x4 4x9 4x4 4x5 4x5 10x12 MT18H 6x9 4x4 4x4 1.5x4 4x5 HGUS26-2 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 0-0-01-8-81-8-81-4-13-0-9 3-4-4 6-4-12 3-4-4 9-9-0 3-1-8 12-10-81-4-014-2-8 4-7-2 18-9-10 4-7-3 23-4-13 4-7-3 28-0-0 4-7-3 32-7-3 4-7-3 37-2-6 4-7-3 41-9-9 4-5-7 46-3-0 3-9-5 50-0-5 5-11-11 56-0-0 -1-7-81-7-80-0-01-8-81-8-81-4-13-0-9 3-4-4 6-4-12 3-4-4 9-9-0 3-1-8 12-10-81-4-014-2-8 4-7-2 18-9-10 4-7-3 23-4-13 4-7-3 28-0-0 4-7-3 32-7-3 4-7-3 37-2-6 4-7-3 41-9-9 4-5-7 46-3-0 3-9-5 50-0-5 5-11-11 56-0-0 0-6-126-1-36-3-07-2-00-6-120-10-116-1-37.00 12 8.00 12 Plate Offsets (X,Y): [2:0-2-11,0-2-0], [4:0-1-7,0-2-0], [5:0-1-15,0-2-0], [6:0-4-0,0-3-3], [8:0-1-14,0-2-8], [11:0-1-12,0-4-10], [16:0-2-2,0-2-0], [17:0-4-8,0-2-12], [18:0-1-15,0-2-0], [19:1-0-0,0-1-8], [20:0-2-3,0-0-12], [22:0-6-0,0-5-13], [23:0-2-2,0-2-0], [25:0-6-0,0-5-13], [26:0-2-3 ,0-0-12], [27:0-2-10,0-2-8], [28:0-6-9,0-4-5], [29:0-5-10,0-4-0], [31:0-1-14,0-2-0], [32:0-5-9,0-4-10], [33:0-3-0,0-3-5] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO BOCA/ANSI95 CSI TC BC WB (Matrix) 0.51 0.79 0.95 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.71 -1.03 0.29 (loc) 25 25 19 l/defl >938 >645 n/a L/d 240 180 n/a PLATES MT20 MT20H MT18H Weight: 1251 lb GRIP 197/144 148/108 197/144 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5EBOT CHORD 2 X 6 SYP 2400F 2.0E *Except* B6 2 X 8 SYP DSS, B5 2 X 8 SYP DSS, B4 2 X 8 SYP DSS WEBS 2 X 4 SPF Stud *Except* W2 2 X 4 SPF No.2, W14 2 X 4 SPF No.2, W14 2 X 4 SPF No.2 W14 2 X 4 SPF No.2, W14 2 X 4 SPF No.2, W14 2 X 4 SPF No.2 W14 2 X 4 SPF No.2 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-17. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 19 = 9568/Mechanical 2 = 7825/0-5-8 Max Horz 2 = 180(load case 4) Max Uplift 19 = -2335(load case 3) 2 = -1724(load case 4) FORCES (lb) - First Load Case OnlyTOP CHORD1-2 =79 2-3 =-12862 3-4 =-22033 4-5 =-17695 5-6 =-16336 6-34 =-17552 7-34 =-17557 7-8 =-17558 8-9 =-21300 9-10 =-21300 10-11 =-24258 11-12 =-24258 12-13 =-23597 13-14 =-23597 14-15 =-23597 15-16 =-21712 16-35 =-18437 17-35 =-18432 17-18 =-16068 18-19 =-16943 BOT CHORD 2-33 =10063 32-33 =10313 31-32 =18339 30-31 =15365 29-30 =14135 28-29 =18679 28-36 =17357 36-37 =17357 27-37 =17363 27-38 =23576 38-39 =23576 26-39 =23576 26-40 =23576 40-41 =23576 41-42 =23576 25-42 =23576 25-43 =24258 43-44 =24258 44-45 =24258 24-45 =24258 24-46 =21712 46-47 =21712 23-47 =21712 23-48 =18434 48-49 =18434 49-50 =18434 22-50 =18434 22-51 =13918 51-52 =13918 52-53 =13918 21-53 =13918 21-54 =14409 20-54 =14409 20-55 =14409 55-56 =14409 19-56 =14409 WEBS 3-33 =-4007 WEBS3-32 =9396 4-32 =3503 4-31 =-31305-31 =1436 5-30 =-1577 6-30 =2052 6-29 =6502 7-29 =532 8-29 =159 8-28 =-5920 8-27 =6079 9-27 =-318 10-27 =-3573 10-26 =1405 10-25 =1072 12-25 =343 12-24 =-1038 14-24 =-429 15-24 =2961 15-23 =-2787 16-23 =5147 16-22 =-4516 17-22 =7277 17-21 =1802 18-21 =-616 18-20 =837 NOTES (16) 1) 3-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc, 2 X 8 - 2 rows at 0-4-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33.Continued on page 2 Job 14664 Truss G10V Truss Type SPECIAL Qty 1 Ply 3 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 13:12:25 2006 Page 2 Truss Engineering Corp., Indian Orchard, MA 01151 NOTES (16) 5) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 8) All plates are MT20 plates unless otherwise indicated. 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 1-0-0 wide will fit between the bottom chord and any other members.10) Refer to girder(s) for truss to truss connections.11) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 2335 lb uplift at joint 19 and 1724 lb uplift at joint 2. 12) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 13) Use Simpson Strong-Tie HGUS26-2 (2-12d) or equivalent at 18-1-8 from the left end to connect truss(es) 17G (2 ply 2 X 6 SPF) to front face of bottom chord. 14) Use Simpson Strong-Tie LUS26 (2-12d) or equivalent spaced at 2-0-0 oc max. starting at 19-11-4 from the left end to 53-11-4 to connect truss(es) 17 (1 ply 2 X 4 SPF) to front face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. 16) All Plates 20 Gauge Unless Noted Job 14664 Truss G10 Truss Type HIP Qty 1 Ply 2 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 13:06:45 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:75.1 T1 T2 T4 B1 W1 W2 W3 W4 W5 W4 W5 W4 W5 W4 W5 W4 W5 W4 W5 W4 W3W4W5 W1 B1B2B2 T2T3 W2 1 2 3 4 5 6 78 9 10 11 12 13 14 15 16 27 26 25 24 23 22 21 20 19 18 17 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4445 46 47 48 49 50 51 8x12 MT20H 10x12 MT18H 7x12 MT18H 5x12 4x4 1.5x4 4x4 10x12 MT18H 5x6 8x9 1.5x4 1.5x4 8x12 MT20H 4x4 1.5x4 4x9 4x5 5x6 5x6 4x4 7x10 MT18H 10x12 MT18H 1.5x4 4x4 5x6 HGUS26-2 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 0-0-0 5-11-11 5-11-11 3-9-5 9-9-0 4-5-7 14-2-7 4-7-3 18-9-10 4-7-3 23-4-13 4-7-3 28-0-0 4-7-3 32-7-3 4-7-3 37-2-6 4-7-3 41-9-9 4-5-7 46-3-0 3-9-5 50-0-5 5-11-11 56-0-0 -1-7-81-7-80-0-0 5-11-11 5-11-11 3-9-5 9-9-0 4-5-7 14-2-7 4-7-3 18-9-10 4-7-3 23-4-13 4-7-3 28-0-0 4-7-3 32-7-3 4-7-3 37-2-6 4-7-3 41-9-9 4-5-7 46-3-0 3-9-5 50-0-5 5-11-11 56-0-0 0-6-126-1-36-3-07-2-00-6-126-1-37.00 12 Plate Offsets (X,Y): [2:1-0-0,0-1-0], [3:0-1-15,0-2-0], [4:0-6-6,0-3-1], [5:0-1-15,0-2-1], [8:0-3-0,0-5-1], [12:0-2-7,0-2-0], [13:0-2-8,0-2-8], [14:0-5-0,0-3-1], [15:0-1-15,0-2-0], [16:0-3-14,0-4-5], [17:0-2-3,0-0-12], [19:0-6-0,0-5-13], [20:0-2-8,0-2-8], [22:0-6-0,0-6-0], [23:0-2-3,0-0-12], [24:0-2-13,0-4-0], [25:0-6-0,0-5-13], [27:0-2-3,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO BOCA/ANSI95 CSI TC BC WB (Matrix) 0.73 0.84 0.99 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.98 -1.43 0.28 (loc) 21-22 21-22 16 l/defl >681 >468 n/a L/d 240 180 n/a PLATES MT20 MT20H MT18H Weight: 824 lb GRIP 197/144 148/108 197/144 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5EBOT CHORD 2 X 8 SYP DSSWEBS2 X 4 SPF Stud *Except* W4 2 X 4 SPF No.2, W4 2 X 4 SPF No.2, W4 2 X 4 SPF No.2 W4 2 X 4 SPF No.2, W4 2 X 4 SPF No.2, W4 2 X 4 SPF No.2 W4 2 X 4 SPF No.2, W4 2 X 4 SPF No.2 BRACING TOP CHORD Sheathed or 4-2-1 oc purlins, except 2-0-0 oc purlins (3-1-13 max.): 4-14. BOT CHORD Rigid ceiling directly applied or 8-4-14 oc bracing. REACTIONS (lb/size) 16 = 9376/Mechanical 2 = 7820/0-5-8 Max Horz 2 = 180(load case 4) Max Uplift 16 = -2552(load case 3) 2 = -1793(load case 4) FORCES (lb) - First Load Case Only TOP CHORD1-2 =85 2-3 =-13915 3-4 =-138734-28 =-17001 5-28 =-17006 5-6 =-21328 6-7 =-21328 7-8 =-24066 8-9 =-24066 9-10 =-23352 10-11 =-23352 11-12 =-23352 12-13 =-21452 13-29 =-18205 14-29 =-18200 14-15 =-15877 15-16 =-16749 BOT CHORD 2-27 =11751 26-27 =11751 26-30 =12050 25-30 =12050 25-31 =17004 31-32 =17004 24-32 =17004 24-33 =23404 33-34 =23404 23-34 =23404 23-35 =23404 35-36 =23404 36-37 =23404 22-37 =23404 22-38 =24066 38-39 =24066 39-40 =24066 21-40 =24066 21-41 =21452 41-42 =21452 20-42 =21452 20-43 =18202 43-44 =18202 44-45 =18202 19-45 =18202 19-46 =13752 46-47 =13752 47-48 =13752 18-48 =13752 18-49 =14282 17-49 =14282 17-50 =14282 50-51 =14282 16-51 =14282 WEBS 3-27 =-312 3-26 =420 4-26 =149 4-25 =7981 WEBS5-25 =-5777 5-24 =6790 6-24 =-4507-24 =-3260 7-23 =1218 7-22 =1041 9-22 =402 9-21 =-1122 11-21 =-429 12-21 =2983 12-20 =-2804 13-20 =5104 14-18 =1792 14-19 =7171 13-19 =-4482 15-17 =798 15-18 =-671 NOTES (16) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-7-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 5) 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. Continued on page 2 Job 14664 Truss G10 Truss Type HIP Qty 1 Ply 2 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 13:06:45 2006 Page 2 Truss Engineering Corp., Indian Orchard, MA 01151 NOTES (16) 7) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 8) All plates are MT20 plates unless otherwise indicated. 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 1-0-0 wide will fit between the bottom chord and any other members. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2552 lb uplift at joint 16 and 1793 lb uplift at joint 2.12) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to trussTC w/ 2-10d nails.13) Use Simpson Strong-Tie HGUS26-2 (2-12d) or equivalent at 18-1-8 from the left end to connect truss(es) 17G (2 ply 2 X 6 SPF) to back face of bottom chord. 14) Use Simpson Strong-Tie LUS26 (2-12d) or equivalent spaced at 2-0-0 oc max. starting at 19-11-4 from the left end to 53-11-4 to connect truss(es) 17 (1 ply 2 X 4 SPF) to back face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. 16) All Plates 20 Gauge Unless Noted Job 14664 Truss G09 Truss Type COMMON Qty 1 Ply 2 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:57:05 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:39.5 T1 T1 B1 W1 W2 W3 W2 W1 B1 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 19 20 21 22 23 4x5 5x6 3x4 1.5x4 7x8 3x4 1.5x4 5x6 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 0-0-0 5-4-12 5-4-12 6-1-4 11-6-0 6-1-4 17-7-4 5-4-12 23-0-0 -1-7-8 1-7-8 0-0-0 5-4-12 5-4-12 6-1-4 11-6-0 6-1-4 17-7-4 5-4-12 23-0-0 1-7-8 24-7-8 0-6-127-3-47-11-150-6-127.00 12 Plate Offsets (X,Y): [2:0-0-4,0-0-13], [3:0-1-13,0-1-8], [4:0-2-12,0-2-0], [5:0-1-13,0-1-8], [6:0-0-4,0-0-13], [9:0-4-0,0-4-7] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO BOCA/ANSI95 CSI TC BC WB (Matrix) 0.38 0.55 0.71 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.18 0.05 (loc) 9-10 9-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 211 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 6 SPF 1650F 1.5EWEBS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 4-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 6 = 4145/0-5-8 2 = 3950/0-5-8 Max Horz 2 = 201(load case 4) Max Uplift 6 = -316(load case 6) 2 = -310(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =72 2-3 =-5939 3-11 =-4042 4-11 =-4011 4-12 =-4011 5-12 =-4042 5-6 =-5953 6-7 =72 BOT CHORD 2-13 =4894 BOT CHORD13-14 =4894 10-14 =4894 10-15 =489415-16 =4894 16-17 =4894 9-17 =48949-18 =4907 18-19 =4907 19-20 =4907 8-20 =4907 8-21 =4907 21-22 =4907 22-23 =4907 6-23 =4907 WEBS 3-10 =1433 3-9 =-1738 4-9 =3280 5-9 =-1753 5-8 =1444 NOTES (11) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 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 316 lb uplift at joint 6 and 310 lb uplift at joint 2. 9) Use Simpson Strong-Tie LUS26 (2-12d) or equivalent spaced at 2-0-0 oc max. starting at 1-11-4 from the left end to 21-11-4 to connect truss(es) 17B (1 ply 2 X 4 SPF) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) All Plates 20 Gauge Unless Noted Job 14664 Truss G08 Truss Type HIP Qty 1 Ply 2 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:56:18 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:33.0 T1 T2 T1 B1 W1 W2 W3 W4 W5 W4 W3 W2 W1 B1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 4x5 4x5 4x5 3x4 1.5x4 3x4 7x8 1.5x4 3x4 3x4 1.5x4 4x5 THJA26 LUS26 LUS26 LUS26 LUS26 THJA26 0-0-0 3-8-3 3-8-3 3-2-15 6-11-2 4-6-14 11-6-0 4-6-14 16-0-14 3-2-15 19-3-13 3-8-3 23-0-0 -1-7-8 1-7-8 0-0-0 3-8-3 3-8-3 3-2-15 6-11-2 4-6-14 11-6-0 4-6-14 16-0-14 3-2-15 19-3-13 3-8-3 23-0-0 1-7-8 24-7-8 0-6-124-5-74-7-45-3-150-6-124-5-77.00 12 Plate Offsets (X,Y): [2:0-1-1,0-1-13], [3:0-1-15,0-1-8], [4:0-2-7,0-1-0], [6:0-2-7,0-1-0], [7:0-1-15,0-1-8], [8:0-1-1,0-1-13], [12:0-4-0,0-4-7] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO BOCA/ANSI95 CSI TC BC WB (Matrix) 0.27 0.29 0.26 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.14 0.04 (loc) 12 11-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 226 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 6 SPF 1650F 1.5EWEBS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 5-11-13 oc purlins, except 2-0-0 oc purlins (5-9-15 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 2856/0-5-8 8 = 2856/0-5-8 Max Horz 2 = -122(load case 3) Max Uplift 2 = -449(load case 5) 8 = -449(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =72 2-3 =-4349 3-15 =-4307 4-15 =-4163 4-5 =-4472 5-6 =-4472 6-16 =-4163 TOP CHORD7-16 =-4307 7-8 =-4349 8-9 =72BOT CHORD2-14 =3524 13-14 =3524 13-17 =3663 17-18 =3663 12-18 =3663 12-19 =3663 19-20 =3663 11-20 =3663 10-11 =3524 8-10 =3524 WEBS 3-14 =-132 3-13 =217 4-13 =989 4-12 =1087 5-12 =-578 6-12 =1087 6-11 =989 7-11 =217 7-10 =-132 NOTES (15) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 5) 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) As requested, plates have not been designed to provide for placement tolerances orrough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 449 lb uplift at joint 2 and 449 lb uplift at joint 8. 10) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 11) Use Simpson Strong-Tie THJA26 (2-12d) or equivalent spaced at 9-1-0 oc max. starting at 6-11-8 from the left end to 16-0-8 to connect truss(es) CJ5 (1 ply 2 X 6 SPF), 12 (1 ply 2 X 4 SPF), CJ5 (1 ply 2 X 4 SPF), 12 (1 ply 2 X 6 SPF) to front face of bottom chord. Blocking required above the heel of the carried truss to reach full uplift capacity. (See MiTek's "Hanger Blocking Detail" for blocking installation.) 12) Use Simpson Strong-Tie LUS26 (2-12d) or equivalent spaced at 2-0-0 oc max. starting at 8-11-14 from the left end to 14-0-2 to connect truss(es) 12 (1 ply 2 X 4 SPF) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) WARNING: The following hangers are manually applied but fail due to geometric considerations: THJA26 on front face at 6-11-8 from the left end, THJA26 on front face at 16-0-8 from the left end. 15) All Plates 20 Gauge Unless Noted Job 14664 Truss G07B Truss Type SPECIAL Qty 1 Ply 4 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 14:55:10 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:30.1 T1 T2 T3 T2 T1 B1 W1 W2 W3 W4 W5 W1W2 W3W4 B2 B4 B3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 5x8 6x6 6x6 6x9 4x9 7x10 MT18H4x9 3x4 4x9 3x4 12x16 MT18H 3x6 4x9 4x12 MT20H4x9 4x9 4x4 3x4 6x9 Special HGUS28-2 HGUS28-2 HGUS28-2 HGUS28-2 0-0-0 3-7-12 3-7-12 4-0-5 7-8-20-9-148-6-00-9-149-3-14 4-0-5 13-4-4 3-7-12 17-0-0 -1-7-8 1-7-8 0-0-0 3-7-12 3-7-12 4-0-5 7-8-20-9-148-6-00-9-149-3-14 4-0-5 13-4-4 3-7-12 17-0-0 1-7-8 18-7-8 0-8-83-1-113-1-115-0-85-11-100-8-80-5-85-0-88.00 12 5.67 12 ] [ THGQ2-SDS3 Plate Offsets (X,Y): [3:0-5-0,0-2-12], [5:0-3-14,0-1-8], [7:0-4-15,0-4-1], [8:0-3-15,0-2-14], [10:0-7-0,0-2-0], [11:0-5-0,0-1-4], [12:0-7-0,0-1-13], [13:0-8-0,0-8-4], [14:0-7-0,0-2-0], [16:0-7-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.28 0.34 0.90 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.11 0.03 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20H MT18H Weight: 660 lb GRIP 197/144 187/143 197/144 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5EBOT CHORD 2 X 6 SYP 2400F 2.0EWEBS2 X 4 SPF Stud *Except* W5 2 X 10 SYP DSS BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 8933/0-5-8 8 = 17689/0-5-8 Max Horz 2 = -97(load case 3) Max Uplift 2 = -1728(load case 5) 8 = -2643(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =79 2-3 =-14425 3-17 =-16099 4-17 =-15960 TOP CHORD4-5 =-15314 5-6 =-15373 6-18 =-170867-18 =-17169 7-8 =-21924 8-9 =79BOT CHORD 2-16 =11319 15-16 =11300 14-15 =11300 13-14 =14495 12-13 =15336 12-19 =17719 11-19 =17719 11-20 =17719 10-20 =17719 10-21 =17484 21-22 =17241 8-22 =16998 WEBS 3-16 =-396 3-14 =3774 4-14 =256 4-13 =4406 5-13 =4111 7-10 =7145 7-12 =-2613 6-12 =4902 6-13 =-114 NOTES (15-16) 1) 4-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 3 rows at 0-4-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc, Except member 13-4 2 X 4 - 1 row at 0-8-0 oc, member 13-6 2 X 4 - 1 row at 0-8-0 oc, 2 X 10 - 2 rows at 0-9-0 oc. Attach chords with 1/2 inch diameter bolts (ASTM a-307) with washers at 2-0-0 on center. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; LumberDOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33.5) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 8) All plates are MT20 plates unless otherwise indicated. 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 1-0-0 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 1728 lb uplift at joint 2 and 2643 lb uplift at joint 8. 11) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 12) Use Simpson Strong-Tie HGUS28-2 (2-12d) or equivalent spaced at 2-0-0 oc max. starting at 10-4-8 from the left end to 16-4-8 to connect truss(es) H5V (1 ply 2 X 6 SPF) to back face of bottom chord. 13) WARNING: The following hangers are manually applied but fail due to geometric considerations: HGUS28-2 on back face at 10-4-8 from the left end, HGUS28-2 on back face at 12-4-8 from the left end, HGUS28-2 on back face at 14-4-8 from the left end, HGUS28-2 on back face at 16-4-8 from the left end. Continued on page 2 Job 14664 Truss G07B Truss Type SPECIAL Qty 1 Ply 4 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 14:55:11 2006 Page 2 Truss Engineering Corp., Indian Orchard, MA 01151 NOTES (15-16) 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9548 lb down and 2345 lb up at 8-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) Use Simpson THGQ2-SDS3 as 'Special Hanger' 16) All Plates 20 Gauge Unless Noted Job 14664 Truss G07A Truss Type SPECIAL Qty 1 Ply 4 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 14:53:46 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:30.1 T1 T2 T3 T2 T1 B1 W1 W2 W3 W4 W5 W1W2 W3W4 B2 B4 B3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 5x8 6x6 6x6 6x9 4x9 7x12 MT20H4x9 3x4 4x9 3x4 12x16 MT18H 3x6 4x9 4x12 MT20H4x9 4x12 4x4 3x4 6x9 Special HGUS28-2 HUS26 HGUS28-2 HGUS28-2 0-0-0 3-7-12 3-7-12 4-0-5 7-8-20-9-148-6-00-9-149-3-14 4-0-5 13-4-4 3-7-12 17-0-0 -1-7-8 1-7-8 0-0-0 3-7-12 3-7-12 4-0-5 7-8-20-9-148-6-00-9-149-3-14 4-0-5 13-4-4 3-7-12 17-0-0 1-7-8 18-7-8 0-8-83-1-113-1-115-0-85-11-100-8-80-5-85-0-88.00 12 5.67 12 ] [ THGQ2-SDS3 Plate Offsets (X,Y): [3:0-5-0,0-2-12], [5:0-3-15,0-1-8], [7:0-5-0,0-4-3], [8:0-3-12,0-2-12], [10:0-7-0,0-2-0], [11:0-6-0,0-1-4], [12:0-7-0,0-1-11], [13:0-8-0,0-8-4], [14:0-7-0,0-2-0], [16:0-7-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO BOCA/ANSI95 CSI TC BC WB (Matrix) 0.32 0.43 0.91 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.12 0.03 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20H MT18H Weight: 660 lb GRIP 197/144 187/143 197/144 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5EBOT CHORD 2 X 6 SYP 2400F 2.0EWEBS2 X 4 SPF Stud *Except* W5 2 X 10 SYP DSS BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 9098/0-5-8 8 = 19111/0-5-8 Max Horz 2 = -97(load case 3) Max Uplift 2 = -1854(load case 5) 8 = -2912(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =79 2-3 =-14699 3-17 =-16440 4-17 =-16300 TOP CHORD4-5 =-15656 5-6 =-15715 6-18 =-174947-18 =-17578 7-8 =-22341 8-9 =79BOT CHORD 2-16 =11536 15-16 =11514 14-15 =11514 13-14 =14805 12-13 =15693 12-19 =18067 11-19 =18067 11-20 =18067 10-20 =18067 10-21 =17886 21-22 =17557 8-22 =17266 WEBS 3-16 =-429 3-14 =3884 4-14 =193 4-13 =4572 5-13 =4171 7-10 =7187 7-12 =-2592 6-12 =5151 6-13 =-200 NOTES (17-18) 1) Special connection required to distribute bottom chord loads equally between all plies. 2) 4-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 3 rows at 0-4-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 10 - 2 rows at 0-9-0 oc. Attach chords with 1/2 inch diameter bolts (ASTM a-307) with washers at 2-0-0 on center. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B;enclosed; MWFRS gable end zone; cantilever left and right exposed ; LumberDOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33.6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 9) All plates are MT20 plates unless otherwise indicated. 10) * 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 1-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1854 lb uplift at joint 2 and 2912 lb uplift at joint 8. 12) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 13) Use Simpson Strong-Tie HGUS28-2 (2-12d) or equivalent spaced at 4-0-0 oc max. starting at 10-5-4 from the left end to 16-5-4 to connect truss(es) H5G (2 ply 2 X 6 SPF), H5G (2 ply 2 X 6 SYP) to front face of bottom chord. 14) Use Simpson Strong-Tie HUS26 (2-12d) or equivalent at 12-4-8 from the left end to connect truss(es) H4A (1 ply 2 X 6 SPF) to front face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. Continued on page 2 Job 14664 Truss G06 Truss Type HIP Qty 2 Ply 2 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:19:35 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:23.2 T1 T2 T1 B1 W1 W2 W3 W4 W3 W2 W1 HW1 HW1 B2 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 19 20 21 22 23 4x5 3x4 4x4 3x4 1.5x4 3x4 3x8 3x4 1.5x4 4x4 3x8 4x4 3x8 Nailed Nailed Nailed Nailed Nailed Nailed Nailed Nailed Nailed THJA26 Nailed THJA26 Nailed Nailed 0-0-0 4-2-14 4-2-14 2-9-13 7-0-11 2-10-10 9-11-5 2-9-13 12-9-2 4-2-14 17-0-0 0-0-0 4-2-14 4-2-14 2-9-13 7-0-11 2-10-10 9-11-5 2-9-13 12-9-2 4-2-14 17-0-0 0-8-83-10-114-0-84-0-80-8-83-10-115.67 12 Plate Offsets (X,Y): [1:0-2-11,0-5-4], [1:Edge,0-1-6], [3:0-2-8,0-0-13], [4:0-1-15,0-1-1], [6:Edge,0-1-6], [6:0-2-11,0-5-4] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO BOCA/ANSI95 CSI TC BC WB (Matrix) 0.31 0.23 0.09 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.05 0.02 (loc) 10 9-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 154 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 6 SPF 1650F 1.5EWEBS2 X 4 SPF StudWEDGE Left: 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 1451/0-7-12 6 = 1460/0-7-12 Max Horz 1 = -36(load case 6) Max Uplift 1 = -372(load case 5) 6 = -378(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-12 =-2505 TOP CHORD2-12 =-2346 2-13 =-2272 13-14 =-22003-14 =-2141 3-15 =-2022 4-15 =-20224-16 =-2165 16-17 =-2224 5-17 =-2296 5-18 =-2363 6-18 =-2522 BOT CHORD 1-19 =2070 11-19 =2070 11-20 =2070 10-20 =2070 10-21 =1999 9-21 =1999 9-22 =2084 8-22 =2084 7-8 =2084 7-23 =2084 6-23 =2084 WEBS 2-11 =60 2-10 =-71 3-10 =422 3-9 =36 4-9 =410 5-9 =-60 5-7 =55 NOTES (14) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; LumberDOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33.5) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 372 lb uplift at joint 1 and 378 lb uplift at joint 6. 10) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 11) Use Simpson Strong-Tie THJA26 (2-12d) or equivalent spaced at 2-9-14 oc max. starting at 7-1-1 from the left end to 9-10-15 to connect truss(es) 03 (1 ply 2 X 4 SPF), CJ4 (1 ply 2 X 6 SPF), 03 (1 ply 2 X 4 SPF), CJ4 (1 ply 2 X 6 SPF) to back face of bottom chord. 12) WARNING: The following hangers are manually applied but fail due to geometric considerations: Nailed on back face at 6-4-15 from the left end, THJA26 on back face at 7-1-1 from the left end, THJA26 on back face at 9-10-15 from the left end, Nailed on back face at 10-7-1 from the left end. 13) "Nailed" indicates 2-12d common wire toe-nails. For more details refer to MiTek's ST-TOENAIL Detail. Continued on page 2 Job 14664 Truss G05 Truss Type COMMON Qty 1 Ply 4 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 14:46:02 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:45.5 T1 T1 B1 W1 W2 W3 W2 W1 B4 B3 B2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 23 24 25 4x9 8x9 4x12 MT20H 4x9 4x5 3x12 4x12 4x12 7x16 MT18H 4x12 4x12 MT20H 4x6 3x12 5x12 MT18H 5x12 MT18H4x4 5x8 MT18H 8x9 HGUS28-2 HGUS28-2 HGUS28-2 HGUS28-2 HGUS28-2 HGUS28-2 HGUS28-2 HGUS28-2 HGUS28-2 HGUS28-2 HGUS28-2 0-0-0 5-5-15 5-5-15 5-0-1 10-6-0 5-0-1 15-6-1 4-6-11 20-0-120-11-421-0-0 -1-7-8 1-7-8 0-0-0 5-5-15 5-5-15 5-0-1 10-6-0 5-0-1 15-6-1 4-6-11 20-0-120-11-421-0-0 1-7-8 22-7-8 0-8-87-8-88-7-100-8-80-5-88.00 12 Plate Offsets (X,Y): [2:0-6-1,Edge], [3:0-0-14,0-1-10], [5:0-1-5,0-1-12], [6:0-2-11,0-3-15], [8:0-9-7,0-1-8], [10:0-9-3,0-3-8], [12:0-9-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO BOCA/ANSI95 CSI TC BC WB (Matrix) 0.38 0.80 0.98 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.20 0.06 (loc) 8-10 8-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20H MT18H Weight: 734 lb GRIP 197/144 148/108 197/144 LUMBER TOP CHORD 2 X 6 SYP 2400F 2.0EBOT CHORD 2 X 6 SYP 2400F 2.0E *Except* B1 2 X 6 SPF 1650F 1.5E, B4 2 X 6 SPF 1650F 1.5EWEBS2 X 4 SPF No.2 *Except* W2 2 X 4 SPF Stud, W3 2 X 4 SPF 1650F 1.5E, W2 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 21544/0-8-7 (input: 0-5-8) 6 = 23178/0-5-8 Max Horz 2 = 211(load case 4) Max Uplift 2 = -2080(load case 5) 6 = -2338(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =79 2-3 =-28082 3-13 =-19548 4-13 =-19298 TOP CHORD4-14 =-19302 5-14 =-19551 5-6 =-291546-7 =79BOT CHORD 2-15 =22332 15-16 =22496 16-17 =22659 12-17 =22823 12-18 =22551 11-18 =22551 11-19 =22551 10-19 =22551 10-20 =23444 9-20 =23444 9-21 =23444 21-22 =23444 8-22 =23444 8-23 =23703 23-24 =23538 24-25 =23375 6-25 =23178 WEBS 3-12 =10005 3-10 =-7741 4-10 =20618 5-10 =-8844 5-8 =11244 NOTES (15) 1) Special connection required to distribute bottom chord loads equally between all plies. 2) 4-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 3 rows at 0-4-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Attach chords with 1/2 inch diameter bolts (ASTM a-307) with washers at 2-0-0 on center. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been providedto distribute only loads noted as (F) or (B), unless otherwise indicated.4) Unbalanced roof live loads have been considered for this design.5) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 8) All plates are MT20 plates unless otherwise indicated. 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 1-0-0 wide will fit between the bottom chord and any other members. 10) WARNING: Required bearing size at joint(s) 2 greater than input bearing size. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2080 lb uplift at joint 2 and 2338 lb uplift at joint 6. 12) Use Simpson Strong-Tie HGUS28-2 (2-12d) or equivalent spaced at 2-0-0 oc max. starting at 0-10-8 from the left end to 20-0-12 to connect truss(es) H1B (1 ply 2 X 6 SYP) , H1B (2 ply 2 X 6 SYP) to back face of bottom chord. Blocking required above the heel of the carried truss to reach full uplift capacity. (See MiTek's "Hanger Blocking Detail" for blocking installation.) 13) Fill all nail holes where hanger is in contact with lumber. Continued on page 2 Job 14664 Truss G05 Truss Type COMMON Qty 1 Ply 4 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 14:46:02 2006 Page 2 Truss Engineering Corp., Indian Orchard, MA 01151 NOTES (15) 14) WARNING: The following hangers are manually applied but fail due to geometric considerations: HGUS28-2 on back face at 0-10-8 from the left end, HGUS28-2 on back face at 2-10-8 from the left end, HGUS28-2 on back face at 4-10-8 from the left end, HGUS28-2 on back face at 6-10-8 from the left end, HGUS28-2 on back face at 8-10-8 from the left end, HGUS28-2 on back face at 10-10-8 from the left end, HGUS28-2 on back face at 12-10-8 from the left end, HGUS28-2 on back face at 14-10-8 from the left end, HGUS28-2 on back face at 16-10-8 from the left end, HGUS28-2 on back face at 18-1-8 from the left end. 15) All Plates 20 Gauge Unless Noted Job 14664 Truss G04 Truss Type MONO HIP Qty 2 Ply 2 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:07:24 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:25.7 T1 T2 W5 B1 W1 W2 W3 W4 HW1 1 2 3 4 5 6 10 9 8 7 11 12 4x4 1.5x4 4x4 3x6 3x4 1.5x4 3x4 THJA26 LUS26 0-0-0 3-0-1 3-0-1 2-11-15 6-0-0 2-6-8 8-6-80-1-88-8-0 -1-7-8 1-7-8 0-0-0 3-0-1 3-0-1 2-11-15 6-0-0 2-8-0 8-8-0 0-8-84-6-114-8-85-5-34-6-118.00 12 Plate Offsets (X,Y): [2:0-3-0,0-0-5], [3:0-1-13,0-1-8], [4:0-2-0,0-1-6], [8:0-1-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO BOCA/ANSI95 CSI TC BC WB (Matrix) 0.22 0.08 0.20 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 9 9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 6 SPF 1650F 1.5EWEBS2 X 4 SPF StudWEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 8 = 1259/Mechanical 2 = 932/0-4-0 Max Horz 2 = 202(load case 5) Max Uplift 8 = -342(load case 6) 2 = -212(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =71 2-11 =-965 3-11 =-804 3-4 =-698 TOP CHORD4-5 =-2 5-6 =0 5-8 =-120BOT CHORD2-10 =660 9-10 =660 9-12 =478 8-12 =478 7-8 =0 WEBS 3-10 =58 3-9 =-194 4-9 =925 4-8 =-972 NOTES (15) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 5) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 342 lb uplift at joint 8 and 212 lb uplift at joint 2. 11) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 12) Use Simpson Strong-Tie THJA26 (2-12d) or equivalent at 6-0-6 from the left end to connect truss(es) 07 (1 ply 2 X 4 SPF), CJ3 (1 ply 2 X 6 SPF) to front face of bottom chord. Blocking required above the heel of the carried truss to reach full uplift capacity. (See MiTek's "Hanger Blocking Detail" for blocking installation.) 13) Use Simpson Strong-Tie LUS26 (2-12d) or equivalent at 8-0-12 from the left end to connect truss(es) 07 (1 ply 2 X 4 SPF) to front face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) All Plates 20 Gauge Unless Noted Job 14664 Truss G03 Truss Type MONO HIP Qty 2 Ply 2 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:17:46 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:29.3 T1 T2 W5 B1 W1 W2 W3 W4 HW1 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 4x5 1.5x4 4x4 3x8 3x5 3x6 5x6 THA29 THA29 THA29 THA29 0-0-0 3-0-1 3-0-1 4-0-15 7-1-0 1-5-8 8-6-80-1-88-8-0 -1-7-8 1-7-8 0-0-0 3-0-1 3-0-1 4-0-15 7-1-0 1-7-0 8-8-0 0-8-85-3-65-5-36-1-145-3-68.00 12 Plate Offsets (X,Y): [2:0-3-12,0-0-0], [3:0-1-4,0-1-8], [4:0-1-12,0-1-0], [8:0-1-15,0-2-0], [9:0-3-0,0-2-12], [10:0-3-14,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO BOCA/ANSI95 CSI TC BC WB (Matrix) 0.48 0.35 0.74 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.07 0.01 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 115 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 6 SYP 2400F 2.0EWEBS2 X 4 SPF StudWEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 8 = 3635/Mechanical 2 = 3329/0-4-0 Max Horz 2 = 221(load case 5) Max Uplift 8 = -505(load case 6) 2 = -419(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =71 2-11 =-4095 3-11 =-3934 3-12 =-1223 TOP CHORD4-12 =-1059 4-5 =-2 5-6 =05-8 =-72BOT CHORD 2-13 =3093 10-13 =3093 10-14 =3093 14-15 =3093 9-15 =3093 9-16 =821 8-16 =821 7-8 =0 WEBS 3-10 =2853 3-9 =-2517 4-9 =3459 4-8 =-3213 NOTES (14) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 5) 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) As requested, plates have not been designed to provide for placement tolerances orrough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 505 lb uplift at joint 8 and 419 lb uplift at joint 2. 11) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 12) Use Simpson Strong-Tie THA29 (2-12d) or equivalent spaced at 2-0-0 oc max. starting at 1-7-12 from the left end to 7-7-12 to connect truss(es) T01 (1 ply 2 X 4 SPF) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) All Plates 20 Gauge Unless Noted Job 14664 Truss G02 Truss Type HIP Qty 1 Ply 4 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 14:09:27 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:56.2 T1 T3 T1 B1 W1 W2 W3 W4 W5 W4 W5 W4 W5 W4 W3 W2 W1 B4 T2 B1B3 B2 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4x4 8x9 3x4 4x4 5x12 MT20H 4x4 1.5x4 10x12 10x18 MT18H 5x8 MT18H 7x8 1.5x4 3x12 4x12 4x12 5x8 MT18H 5x8 1.5x4 10x18 MT18H 4x12 10x12 4x4 1.5x4 4x4 4x5 5x12 MT18H 3x4 HGUS28-2 HGUS28-2 HGUS28-2 HGUS28-2 HGUS28-2 HGUS28-2 HGUS28-2 HGUS28-2 HGUS28-2 HGUS28-2 HGUS28-2HGUS28-2 HGUS28-2 HGUS28-2 HGUS28-2 0-0-0 5-0-5 5-0-5 3-7-11 8-8-0 5-0-10 13-8-10 5-2-6 18-11-0 5-2-6 24-1-6 5-0-10 29-2-0 3-7-11 32-9-11 5-0-5 37-10-0 -1-7-81-7-80-0-0 5-0-5 5-0-5 3-7-11 8-8-0 5-0-10 13-8-10 5-2-6 18-11-0 5-2-6 24-1-6 5-0-10 29-2-0 3-7-11 32-9-11 5-0-5 37-10-01-7-839-5-8 0-8-86-4-06-5-137-4-150-8-80-5-86-4-08.00 12 Plate Offsets (X,Y): [3:0-1-13,0-2-0], [4:0-4-6,0-2-4], [9:0-5-5,0-3-8], [10:0-1-13,0-2-0], [15:0-9-15,0-5-0], [17:0-9-12,0-2-13], [17:0-4-14,0-2-0], [19:0-9-11,0-1-8], [20:0-9-12,0-3-9], [22:0-9-4,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO BOCA/ANSI95 CSI TC BC WB (Matrix) 0.17 0.53 0.67 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.19 0.02 (loc) 19-20 19-20 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20H MT18H Weight: 1216 lb GRIP 197/144 148/108 197/144 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5EBOT CHORD 2 X 6 SYP 2400F 2.0E *Except* B3 2 X 6 SPF 1650F 1.5E, B2 2 X 6 SPF 1650F 1.5EWEBS2 X 4 SPF Stud *Except* W3 2 X 8 SYP DSS, W4 2 X 4 SPF 2100F 1.8E, W5 2 X 4 SPF No.2 W4 2 X 4 SPF 2100F 1.8E, W5 2 X 4 SPF No.2, W4 2 X 4 SPF 2100F 1.8E W5 2 X 4 SPF No.2, W4 2 X 4 SPF 2100F 1.8E, W3 2 X 8 SYP DSS BRACING TOP CHORD Sheathed or 10-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 22 = 27563/1-1-12 15 = 31098/1-1-12 Max Horz 22 = 168(load case 4) Max Uplift 22 = -3311(load case 5) 15 = -3841(load case 6) Max Grav 22 = 27752(load case 9) Max Grav15 = 31287(load case 10) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =77 2-3 =984 3-25 =1205 4-25 =1265 4-5 =-13712 5-6 =-13710 6-7 =-14566 7-8 =-14566 8-9 =-14568 9-26 =932 10-26 =872 10-11 =1070 11-12 =77 BOT CHORD 2-24 =-680 24-27 =-680 23-27 =-680 22-23 =494 22-28 =-52 28-29 =-52 29-30 =-52 30-31 =-52 21-31 =-52 21-32 =-52 20-32 =-52 20-33 =18747 33-34 =18747 19-34 =18747 19-35 =18747 35-36 =18747 36-37 =18747 18-37 =18747 17-18 =18747 17-38 =250 16-38 =250 16-39 =250 39-40 =250 40-41 =250 41-42 =250 15-42 =250 14-15 =554 14-43 =-745 13-43 =-745 11-13 =-745 WEBS 3-24 =30 3-22 =-359 4-22 =-16676 4-20 =20749 WEBS5-20 =-458 6-20 =-7438 6-19 =93616-17 =-6174 8-17 =-449 9-17 =215849-15 =-17121 10-15 =125 10-13 =-552 NOTES (16) 1) 4-ply truss to be connected together with Simpson SDS 1/4 x 6 screws as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-4-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 8 - 2 rows at 0-9-0 oc. Attach chords with 1/2 inch diameter bolts (ASTM a-307) with washers at 2-0-0 on center. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 5) 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.Continued on page 2 Job 14664 Truss G02 Truss Type HIP Qty 1 Ply 4 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 14:09:28 2006 Page 2 Truss Engineering Corp., Indian Orchard, MA 01151 NOTES (16) 8) All plates are MT20 plates unless otherwise indicated. 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 1-0-0 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 3311 lb uplift at joint 22 and 3841 lb uplift at joint 15. 11) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 12) Use Simpson Strong-Tie HGUS28-2 (2-12d) or equivalent spaced at 2-0-0 oc max. starting at 9-3-8 from the left end to 28-5-12 to connect truss(es) H1B (1 ply 2 X 6 SYP),H1B (2 ply 2 X 6 SYP) to front face of bottom chord. Blocking required above the heel ofthe carried truss to reach full uplift capacity. (See MiTek's "Hanger Blocking Detail" forblocking installation.) 13) Use Simpson Strong-Tie HGUS28-2 (2-12d) or equivalent spaced at 23-5-0 oc max. starting at 6-1-8 from the left end to 31-8-8 to connect truss(es) G04 (2 ply 2 X 6 SPF), G04 (2 ply 2 X 6 SYP), G04 (2 ply 2 X 6 SPF) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) WARNING: The following hangers are manually applied but fail due to geometric considerations: HGUS28-2 on front face at 9-3-8 from the left end, HGUS28-2 on front face at 11-3-8 from the left end, HGUS28-2 on front face at 13-3-8 from the left end, HGUS28-2 on front face at 15-3-8 from the left end, HGUS28-2 on front face at 17-3-8 from the left end, HGUS28-2 on front face at 19-3-8 from the left end, HGUS28-2 on front face at 21-3-8 from the left end, HGUS28-2 on front face at 23-3-8 from the left end, HGUS28-2 on front face at 25-3-8 from the left end, HGUS28-2 on front face at 26-6-8 from the left end, HGUS28-2 on back face at 6-1-8 from the left end, HGUS28-2 on back face at 7-2-8 from the left end, HGUS28-2 on back face at 30-7-8 from the left end, HGUS28-2 on back face at 31-8-8 from the left end. 16) All Plates 20 Gauge Unless Noted Job 14664 Truss G01 Truss Type COMMON Qty 1 Ply 2 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 09:50:02 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:44.9 T1 T1 B1 W1 W2 W3 W4 W5 W4 W3 W2 W1 B1 HW1 HW21 2 3 4 5 6 7 12 11 10 9 8 13 14 5x6 4x6 5x6 3x4 1.5x4 4x4 3x4 10x12 3x4 4x4 3x4 1.5x4 Special 0-0-0 5-1-13 5-1-13 2-6-14 7-8-11 3-10-5 11-7-0 3-10-5 15-5-5 2-6-14 18-0-3 5-1-13 23-2-0 0-0-0 5-1-13 5-1-13 2-6-14 7-8-11 3-10-5 11-7-0 3-10-5 15-5-5 2-6-14 18-0-3 5-1-13 23-2-0 0-8-88-5-38-5-30-8-88.00 12 ] [ BN284 Plate Offsets (X,Y): [2:0-1-13,0-1-8], [3:0-1-13,0-1-8], [5:0-1-13,0-1-8], [6:0-1-13,0-1-8], [8:0-2-3,0-0-12], [10:0-6-0,0-5-13], [12:0-2-3,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO BOCA/ANSI95 CSI TC BC WB (Matrix) 0.44 0.23 0.77 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.19 0.03 (loc) 10 10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 310 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 8 SYP DSSWEBS2 X 4 SPF Stud *Except* W5 2 X 4 SPF No.2 WEDGE Left: 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 4-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 4234/0-4-0 7 = 4233/0-4-0 Max Horz 1 = 228(load case 4) Max Uplift 1 = -1051(load case 5) 7 = -1051(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =-6686 TOP CHORD2-13 =-6467 3-13 =-6368 3-4 =-61454-5 =-6145 5-14 =-6368 6-14 =-64676-7 =-6686 BOT CHORD 1-12 =5261 11-12 =5261 10-11 =5298 9-10 =5298 8-9 =5261 7-8 =5261 WEBS 2-12 =-132 2-11 =65 3-11 =260 3-10 =-392 4-10 =6254 5-10 =-392 5-9 =260 6-9 =65 6-8 =-132 NOTES (10-11) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc, Except member 10-4 2 X 4 - 1 row at 0-4-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) As requested, plates have not been designed to provide for placement tolerances orrough handling and erection conditions. It is the responsibility of the fabricator toincrease plate sizes to account for these factors. 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 1-0-0 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 1051 lb uplift at joint 1 and 1051 lb uplift at joint 7. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5727 lb down and 1808 lb up at 11-7-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Use USP BN284 As 'Special Hanger' 11) All Plates 20 Gauge Unless Noted Job 14664 Truss CJ6 Truss Type JACK Qty 4 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 11:08:38 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:13.9 T1 W1 B1 1 2 3 4 6 5 1.5x4 1.5x4 3x4 0-0-0 4-8-0 4-8-00-3-84-11-8 -2-5-7 2-5-7 0-0-0 4-11-8 4-11-80-0-3 4-11-11 0-7-152-10-13-6-140-5-85.27 12 LOADING (psf)TCLLTCDL BCLL BCDL 40.010.0 0.0 * 10.0 SPACING Plates IncreaseLumber Increase Rep Stress Incr Code 2-0-01.151.15 NO BOCA/ANSI95 CSI TCBC WB (Matrix) 0.810.16 0.00 DEFL Vert(LL)Vert(TL) Horz(TL) in-0.01-0.01 0.00 (loc)2-62-6 l/defl>999>999 n/a L/d240180 n/a PLATES MT20 Weight: 21 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 6 SPF 1650F 1.5E WEBS 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 641/0-9-3 5 = 193/0-0-8 Max Horz 2 = 135(load case 5) Max Uplift 2 = -188(load case 5) 5 = -32(load case 6) FORCES (lb) - First Load Case OnlyTOP CHORD1-2 =77 2-3 =-142 3-4 =-18 3-6 =-163 BOT CHORD 2-6 =0 5-6 =0 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 188 lb uplift at joint 2 and 32 lb uplift at joint 5. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss CJ5 Truss Type MONO TRUSS Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:54:03 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:23.4 T1 W3 B1 W1 W2 1 2 3 4 5 8 7 9 10 11 12 13 14 15 16 6 1.5x4 4x4 3x4 3x4 1.5x4 Nailed Nailed Nailed Nailed Nailed Nailed Nailed Nailed 0-0-0 4-7-10 4-7-10 3-10-8 8-6-20-3-88-9-10 -2-5-10 2-5-10 0-0-0 4-7-10 4-7-10 4-2-0 8-9-10 0-8-24-6-85-3-35.27 12 Plate Offsets (X,Y): [2:Edge,0-0-13] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO BOCA/ANSI95 CSI TC BC WB (Matrix) 0.82 0.20 0.21 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5EBOT CHORD 2 X 6 SPF 1650F 1.5EWEBS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 783/0-9-3 6 = 484/Mechanical Max Horz 2 = 38(load case 3) Max Uplift 2 = -33(load case 7) 6 = -40(load case 8) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =76 2-9 =-604 9-10 =-528 3-10 =-518 3-11 =-111 11-12 =-18 4-12 =70 4-5 =-4 4-7 =-221 BOT CHORD 2-13 =431 BOT CHORD13-14 =431 8-14 =431 8-15 =43115-16 =431 7-16 =431 6-7 =0WEBS 3-8 =178 3-7 =-508 NOTES (9) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 2 and 40 lb uplift at joint 6. 7) "Nailed" indicates 2-12d common wire toe-nails. For more details refer to MiTek's ST-TOENAIL Detail. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) All Plates 20 Gauge Unless Noted Job 14664 Truss CJ4 Truss Type JACK Qty 4 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:20:01 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:21.4 T1 W1 B1 HW1 1 2 3 4 6 5 1.5x4 1.5x4 3x4 3x8 0-0-0 5-4-4 5-4-4 -1-9-1 1-9-1 0-0-0 5-4-4 5-4-4 0-8-84-0-24-8-127.40 12 Plate Offsets (X,Y): [2:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO BOCA/ANSI95 CSI TC BC WB (Matrix) 0.54 0.18 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 2-6 2-6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 6 SPF 1650F 1.5EWEBS2 X 4 SPF StudWEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 5-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 6 = 260/Mechanical 2 = 532/0-6-0 Max Horz 2 = 178(load case 5) Max Uplift 6 = -80(load case 5) 2 = -109(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =72 2-3 =88 3-4 =-3 3-6 =-206 TOP CHORD1-2 =72 2-3 =88 3-4 =-33-6 =-206BOT CHORD 2-6 =0 5-6 =0 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 6 and 109 lb uplift at joint 2. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss CJ3 Truss Type MONO TRUSS Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:06:24 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale: 1/2"=1' T1 W3 B1 W1 W2 1 2 3 4 5 8 7 9 10 11 12 6 1.5x4 4x4 3x4 3x4 1.5x4 Nailed Nailed Nailed Nailed Nailed Nailed Nailed Nailed 0-0-0 4-2-9 4-2-9 3-11-1 8-1-90-3-88-5-1 -2-3-9 2-3-9 0-0-0 4-2-9 4-2-9 4-2-9 8-5-1 0-8-24-7-135-4-85.66 12 Plate Offsets (X,Y): [2:0-0-1,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO BOCA/ANSI95 CSI TC BC WB (Matrix) 0.87 0.18 0.19 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 6 SPF 1650F 1.5EWEBS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 5-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 724/0-6-7 6 = 447/Mechanical Max Horz 2 = 204(load case 5) Max Uplift 2 = -184(load case 5) 6 = -147(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =76 2-9 =-554 3-9 =-489 3-10 =-110 4-10 =72 4-5 =-4 4-7 =-215 BOT CHORD 2-11 =385 BOT CHORD8-11 =385 8-12 =385 7-12 =3856-7 =0WEBS 3-8 =162 3-7 =-450 NOTES (9) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at joint 2 and 147 lb uplift at joint 6. 7) "Nailed" indicates 2-12d common wire toe-nails. For more details refer to MiTek's ST-TOENAIL Detail. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) All Plates 20 Gauge Unless Noted Job 14664 Truss CJ2 Truss Type MONO TRUSS Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:03:10 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:43.2 B1 T1 W5 W1 W3 W2 W4 HW1 1 2 3 4 5 6 10 9 8 7 15 1617 18 11 12 13 145x8 4x4 3x4 1.5x4 3x4 5x6 3x5 Nailed Nailed SNP3 SNP3 Nailed Special 0-0-0 3-3-13 3-3-13 4-10-8 8-2-5 4-4-15 12-7-30-1-8 12-8-11 -1-9-8 1-9-8 0-0-0 3-3-13 3-3-13 4-10-8 8-2-5 4-6-7 12-8-11 0-8-88-4-129-1-57.25 12 ] [ THAS L/R 218 Plate Offsets (X,Y): [2:0-3-12,0-0-3], [3:0-1-14,0-1-8], [4:0-2-4,0-1-8], [9:0-3-0,0-3-6] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO BOCA/ANSI95 CSI TC BC WB (Matrix) 0.55 0.58 0.55 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.08 0.01 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 72 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 6 SPF 1650F 1.5EWEBS2 X 4 SPF StudWEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 4-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-8, 4-8 REACTIONS (lb/size) 2 = 1243/0-5-8 8 = 1597/Mechanical Max Horz 2 = 295(load case 5) Max Uplift 2 = -237(load case 5) 8 = -464(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =72 TOP CHORD2-3 =-1400 3-15 =-1157 15-16 =-112416-17 =-980 17-18 =-963 4-18 =-8754-5 =-156 5-6 =0 5-8 =-161 BOT CHORD 2-10 =1070 10-11 =1070 11-12 =1070 9-12 =1070 9-13 =860 13-14 =860 8-14 =860 7-8 =0 WEBS 3-10 =-117 4-9 =988 3-9 =-233 4-8 =-1331 NOTES (14-15) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 237 lb uplift at joint 2 and 464 lb uplift at joint 8.7) Use USP SNP3 (2-12d) or equivalent at 9-7-14 from the left end to connect truss(es)05 (1 ply 2 X 4 SPF) to front face of bottom chord, skewed 70.0 deg.to the left, sloping0.0 deg. down. 8) Use USP SNP3 (2-12d) or equivalent at 5-7-15 from the left end to connect truss(es) 03 (1 ply 2 X 4 SPF) to back face of top chord, skewed 65.0 deg.to the right, sloping -33.7 deg. down. 9) WARNING: The following hangers are manually applied but fail due to geometric considerations: SNP3 on front face at 9-7-14 from the left end, SNP3 on back face at 5-7-15 from the left end. 10) "Nailed" indicates 2-12d common wire toe-nails. For more details refer to MiTek's ST-TOENAIL Detail. 11) SNP3: A minimum of (6) 8d x 1-1/2" nails are required into each member. All nailing is required in face of supported chords. For sloped applications, flanges may protrude above or below truss chords. Bending of extended flanges is permitted. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 495 lb down and 133 lb up at 10-4-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) Use Simpson THASL/R218 As 'Special Hanger' 15) All Plates 20 Gauge Unless Noted Job 14664 Truss CJ1 Truss Type MONO TRUSS Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 09:51:12 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:44.9 B1 T1 W5 W1 W3 W2 W4 1 2 3 4 5 6 10 9 8 7 14 15 16 11 12 135x6 4x4 2x4 1.5x4 3x4 5x6 3x5 Nailed Nailed SNP3 Nailed Nailed SNP3 0-0-0 3-4-9 3-4-9 4-10-7 8-3-0 4-3-12 12-6-120-1-8 12-8-4 -1-8-121-8-12 0-0-0 3-4-9 3-4-9 4-10-7 8-3-0 4-5-3 12-8-4 0-8-08-4-09-0-107.25 12 Plate Offsets (X,Y): [2:0-0-1,0-0-14], [3:0-1-14,0-1-8], [4:0-2-5,0-1-8], [5:0-2-0,0-0-15], [9:0-3-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO BOCA/ANSI95 CSI TC BC WB (Matrix) 0.52 0.31 0.51 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.04 0.01 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 6 SPF 1650F 1.5EWEBS2 X 4 SPF StudBRACING TOP CHORD Sheathed or 4-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-8, 4-8 REACTIONS (lb/size) 2 = 1172/0-5-8 8 = 1319/Mechanical Max Horz 2 = 296(load case 5) Max Uplift 2 = -229(load case 5) 8 = -411(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =72 2-3 =-1343 3-14 =-1045 14-15 =-1012 TOP CHORD15-16 =-902 4-16 =-810 4-5 =-1435-6 =-3 5-8 =-170BOT CHORD 2-10 =1021 10-11 =1021 11-12 =1021 9-12 =1021 9-13 =786 8-13 =786 7-8 =0 WEBS 3-10 =-34 4-9 =939 3-9 =-260 4-8 =-1241 NOTES (13) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 2 and 411 lb uplift at joint 8.7) Use USP SNP3 (2-12d) or equivalent at 7-11-5 from the left end to connect truss(es)02 (1 ply 2 X 4 SPF) to front face of bottom chord, skewed 65.0 deg.to the left, sloping0.0 deg. down. 8) Use USP SNP3 (2-12d) or equivalent at 9-8-10 from the left end to connect truss(es) 05 (1 ply 2 X 4 SPF) to back face of bottom chord, skewed 70.0 deg.to the right, sloping 0.0 deg. down. 9) WARNING: The following hangers are manually applied but fail due to geometric considerations: SNP3 on front face at 7-11-5 from the left end, SNP3 on back face at 9-8-10 from the left end. 10) "Nailed" indicates 2-12d common wire toe-nails. For more details refer to MiTek's ST-TOENAIL Detail. 11) SNP3: A minimum of (6) 8d x 1-1/2" nails are required into each member. All nailing is required in face of supported chords. For sloped applications, flanges may protrude above or below truss chords. Bending of extended flanges is permitted. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) All Plates 20 Gauge Unless Noted Job 14664 Truss 18 Truss Type JACK Qty 12 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 09:38:20 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:14.2 W1 T1 B1 1 2 5 3 4 3x6 0-0-0 3-3-12 3-3-12 -1-7-8 1-7-8 0-0-0 3-3-12 3-3-12 0-8-82-11-03-7-118.00 12 Plate Offsets (X,Y): [5:0-2-2,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.41 0.09 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 6 SPF 1650F 1.5EBRACING TOP CHORD Sheathed or 3-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5 = 424/0-5-8 3 = 107/Mechanical 4 = 17/Mechanical Max Horz 5 = 143(load case 6) Max Uplift 5 = -101(load case 6) 3 = -52(load case 6) Max Grav 5 = 424(load case 1) 3 = 107(load case 1) 4 = 52(load case 2) FORCES (lb) - First Load Case Only TOP CHORD2-5 =-380 1-2 =103 2-3 =-108BOT CHORD4-5 =0 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 5 and 52 lb uplift at joint 3. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss 17G Truss Type MONO TRUSS Qty 2 Ply 2 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 11:10:38 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:32.6 T1 W3 B1 W1 W2 HW1 1 2 3 4 5 8 7 6 9 10 11 1.5x4 4x4 3x6 3x5 3x6 THA29 THA29 THA29 0-0-0 4-6-2 4-6-2 3-8-3 8-2-40-1-88-3-12 -1-7-8 1-7-8 0-0-0 4-6-2 4-6-2 3-9-11 8-3-12 0-8-86-3-06-11-118.00 12 Plate Offsets (X,Y): [2:0-3-0,0-0-5], [3:0-1-12,0-1-8], [7:0-1-15,0-2-0], [8:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO BOCA/ANSI95 CSI TC BC WB (Matrix) 0.41 0.44 0.52 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.04 0.01 (loc) 2-8 2-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 6 SPF 1650F 1.5EWEBS2 X 4 SPF StudWEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 7 = 2117/Mechanical 2 = 2110/0-5-8 Max Horz 2 = 246(load case 5) Max Uplift 7 = -389(load case 5) 2 = -334(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =72 2-3 =-2237 3-9 =-118 4-9 =59 TOP CHORD4-5 =-3 4-7 =-147BOT CHORD2-10 =1661 8-10 =1661 8-11 =1661 7-11 =1661 6-7 =0 WEBS 3-8 =2425 3-7 =-2276 NOTES (11) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord andany other members.7) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint 7 and 334 lb uplift at joint 2. 9) Use Simpson Strong-Tie THA29 (2-12d) or equivalent spaced at 2-0-0 oc max. starting at 2-4-8 from the left end to 6-4-8 to connect truss(es) H7/H7V (1 ply 2 X 4 SPF) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) All Plates 20 Gauge Unless Noted Job 14664 Truss 17B Truss Type MONO TRUSS Qty 12 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 09:37:51 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:31.1 W1 T1 W4 B1 W2 W3 1 2 3 5 4 6 7 6x6 1.5x4 3x4 4x4 0-0-0 8-3-12 8-3-12 0-0-0 3-7-5 3-7-5 4-8-7 8-3-12 0-8-86-3-06-3-08.00 12 Plate Offsets (X,Y): [5:Edge,0-5-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.50 0.67 0.25 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.48 0.00 (loc) 4-5 4-5 4 l/defl >400 >200 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF Stud *Except* W1 2 X 6 SPF 1650F 1.5E BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5 = 476/Mechanical 4 = 476/Mechanical Max Horz 5 = 185(load case 6) Max Uplift 5 = -5(load case 6) 4 = -127(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-5 =-101 1-2 =126 2-6 =-154 6-7 =-131 3-7 =78 3-4 =-188 BOT CHORD 4-5 =356 BOT CHORD4-5 =356WEBS2-5 =-463 2-4 =-413 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 3-11-1, Exterior(2) 3-11-1 to 8-2-0 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 5 and 127 lb uplift at joint 4. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss 17 Truss Type MONO TRUSS Qty 24 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 09:37:23 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:31.4 W1 T1 W4 B1 W2 W3 1 2 3 4 6 5 7 8 6x6 1.5x4 3x4 4x4 0-0-0 8-3-12 8-3-12 -1-7-8 1-7-8 0-0-0 3-7-5 3-7-5 4-8-7 8-3-12 0-8-86-3-06-11-118.00 12 Plate Offsets (X,Y): [6:0-2-15,0-5-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.43 0.67 0.22 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.48 0.00 (loc) 5-6 5-6 5 l/defl >400 >200 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF Stud *Except* W1 2 X 6 SPF 1650F 1.5E BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 6 = 683/0-5-8 5 = 455/Mechanical Max Horz 6 = 251(load case 6) Max Uplift 6 = -98(load case 6) 5 = -151(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 2-6 =-349 1-2 =103 2-7 =-91 3-7 =91 3-8 =-150 4-8 =83 4-5 =-195 TOP CHORD2-6 =-349 1-2 =103 2-7 =-913-7 =91 3-8 =-150 4-8 =834-5 =-195 BOT CHORD 5-6 =307 WEBS 3-6 =-399 3-5 =-355 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Corner(3) -1-7-8 to 1-4-8, Exterior(2) 1-4-8 to 5-2-0, Corner(3) 5-2-0 to 8-2-0 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 6 and 151 lb uplift at joint 5.7) All Plates 20 Gauge Unless Noted Job 14664 Truss 16 Truss Type JACK Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 09:36:53 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:10.1 T1 B1 HW1 1 2 3 4 3x5 0-0-0 2-3-2 2-3-2 -1-7-8 1-7-8 0-0-0 2-3-2 2-3-2 0-6-121-10-92-7-47.00 12 Plate Offsets (X,Y): [2:0-2-8,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.40 0.04 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEDGELeft: 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 2-3-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 11/Mechanical 2 = 391/0-5-8 4 = 20/Mechanical Max Horz 2 = 96(load case 6) Max Uplift 3 = -20(load case 7) 2 = -126(load case 6) Max Grav 3 = 21(load case 4) 2 = 391(load case 1) 4 = 39(load case 2) FORCES (lb) - First Load Case OnlyTOP CHORD1-2 =65 2-3 =-114BOT CHORD 2-4 =0 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 3 and 126 lb uplift at joint 2. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss 15 Truss Type JACK Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 09:36:43 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:15.3 T1 B1 HW1 1 2 3 4 3x5 0-0-0 4-6-9 4-6-9 -1-7-8 1-7-8 0-0-0 4-6-9 4-6-9 0-6-123-2-93-11-47.00 12 Plate Offsets (X,Y): [2:0-2-8,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.40 0.19 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEDGELeft: 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 4-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 172/Mechanical 2 = 481/0-5-8 4 = 43/Mechanical Max Horz 2 = 147(load case 6) Max Uplift 3 = -79(load case 6) 2 = -110(load case 6) Max Grav 3 = 172(load case 1) 2 = 481(load case 1) 4 = 85(load case 2) FORCES (lb) - First Load Case OnlyTOP CHORD1-2 =65 2-3 =73BOT CHORD 2-4 =0 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and 110 lb uplift at joint 2. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss 14 Truss Type JACK Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 09:36:19 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:11.4 W1 T1 B1 1 2 5 3 4 3x6 0-0-0 2-3-2 2-3-2 -1-7-8 1-7-8 0-0-0 2-3-2 2-3-2 0-8-82-2-92-11-58.00 12 Plate Offsets (X,Y): [5:0-2-2,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.41 0.15 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 6 SPF 1650F 1.5EBRACING TOP CHORD Sheathed or 2-3-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5 = 391/0-5-8 3 = 45/Mechanical 4 = -14/Mechanical Max Horz 5 = 116(load case 6) Max Uplift 5 = -114(load case 6) 3 = -24(load case 6) 4 = -14(load case 1) Max Grav 5 = 391(load case 1) 3 = 45(load case 1) 4 = 29(load case 2) FORCES (lb) - First Load Case OnlyTOP CHORD2-5 =-338 1-2 =103 2-3 =-84BOT CHORD 4-5 =0 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 5, 24 lb uplift at joint 3 and 14 lb uplift at joint 4. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss 13 Truss Type JACK Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 09:36:06 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale: 3/4"=1' W1 T1 B1 1 2 5 3 4 3x6 0-0-0 4-0-2 4-0-2 -1-7-8 1-7-8 0-0-0 4-0-2 4-0-2 0-8-83-4-94-1-58.00 12 Plate Offsets (X,Y): [5:0-2-2,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.41 0.11 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 6 SPF 1650F 1.5EBRACING TOP CHORD Sheathed or 4-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5 = 455/0-5-8 3 = 144/Mechanical 4 = 33/Mechanical Max Horz 5 = 160(load case 6) Max Uplift 5 = -97(load case 6) 3 = -69(load case 6) Max Grav 5 = 455(load case 1) 3 = 144(load case 1) 4 = 66(load case 2) FORCES (lb) - First Load Case Only TOP CHORD2-5 =-414 1-2 =103 2-3 =59BOT CHORD4-5 =0 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 5 and 69 lb uplift at joint 3. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss 12 Truss Type JACK Qty 6 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:53:38 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:23.2 W1 T1 W4 B1 W2 W3 1 2 3 4 5 8 7 6 9 6x6 1.5x4 3x4 4x4 0-0-0 5-10-2 5-10-2 -1-7-8 1-7-8 0-0-0 3-7-4 3-7-4 2-2-14 5-10-2 0-8-84-7-45-3-158.00 12 Plate Offsets (X,Y): [7:0-1-8,0-1-8], [8:0-2-15,0-5-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.41 0.30 0.08 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.10 0.00 (loc) 7-8 7-8 7 l/defl >999 >660 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF Stud *Except* W1 2 X 6 SPF 1650F 1.5E BRACING TOP CHORD Sheathed or 5-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 8 = 538/0-5-8 7 = 300/Mechanical Max Horz 8 = 208(load case 6) Max Uplift 8 = -88(load case 6) 7 = -105(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 2-8 =-387 1-2 =103 2-9 =-112 3-9 =70 3-4 =33 4-5 =-3 4-7 =-86 TOP CHORD2-8 =-387 1-2 =103 2-9 =-1123-9 =70 3-4 =33 4-5 =-34-7 =-86 BOT CHORD 7-8 =117 6-7 =0 WEBS 3-8 =-152 3-7 =-194 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-7-8 to 1-4-8, Interior(1) 1-4-8 to 5-10-2 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 8 and 105 lb uplift at joint 7.7) All Plates 20 Gauge Unless Noted Job 14664 Truss 11 Truss Type JACK Qty 4 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 09:35:17 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale: 1"=1' W1 T1 B1 1 2 5 3 4 3x6 0-0-0 2-5-11 2-5-11 -1-7-8 1-7-8 0-0-0 2-5-11 2-5-11 0-8-82-4-53-1-10-5-31-11-28.00 12 Plate Offsets (X,Y): [5:0-2-2,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.41 0.14 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 6 SPF 1650F 1.5EBRACING TOP CHORD Sheathed or 2-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5 = 395/0-5-8 3 = 59/Mechanical 4 = -7/Mechanical Max Horz 5 = 122(load case 6) Max Uplift 5 = -110(load case 6) 3 = -30(load case 6) 4 = -7(load case 1) Max Grav 5 = 395(load case 1) 3 = 59(load case 1) 4 = 34(load case 2) FORCES (lb) - First Load Case OnlyTOP CHORD2-5 =-345 1-2 =103 2-3 =-89BOT CHORD 4-5 =0 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 5, 30 lb uplift at joint 3 and 7 lb uplift at joint 4. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss 10 Truss Type JACK Qty 4 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 09:35:04 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:17.2 W1 T1 B1 1 2 5 3 4 3x6 0-0-0 4-5-11 4-5-11 -1-7-8 1-7-8 0-0-0 4-5-11 4-5-11 0-8-83-8-64-5-10-5-33-3-28.00 12 Plate Offsets (X,Y): [5:0-2-2,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.41 0.15 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 6 SPF 1650F 1.5EBRACING TOP CHORD Sheathed or 4-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5 = 477/0-5-8 3 = 167/Mechanical 4 = 43/Mechanical Max Horz 5 = 172(load case 6) Max Uplift 5 = -95(load case 6) 3 = -79(load case 6) Max Grav 5 = 477(load case 1) 3 = 167(load case 1) 4 = 76(load case 2) FORCES (lb) - First Load Case Only TOP CHORD2-5 =-437 1-2 =103 2-3 =69BOT CHORD4-5 =0 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 5 and 79 lb uplift at joint 3. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss 09 Truss Type JACK Qty 4 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 09:34:44 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:10.8 W1 T1 B1 1 2 5 6 3 4 3x6 0-0-0 2-0-0 2-0-0 -1-7-8 1-7-8 0-0-0 2-0-0 2-0-0 0-8-82-0-82-9-38.00 12 Plate Offsets (X,Y): [5:0-2-2,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.41 0.16 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 6 SPF 1650F 1.5EBRACING TOP CHORD Sheathed or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5 = 389/0-4-0 4 = -22/Mechanical 3 = 30/Mechanical Max Horz 5 = 111(load case 6) Max Uplift 5 = -119(load case 6) 4 = -22(load case 1) 3 = -19(load case 7) Max Grav 5 = 389(load case 1) 4 = 24(load case 2) 3 = 30(load case 1) FORCES (lb) - First Load Case OnlyTOP CHORD2-5 =-331 1-2 =103 2-6 =-813-6 =7 BOT CHORD 4-5 =0 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-7-8 to 1-4-8, Interior(1) 1-4-8 to 1-11-14 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 5, 22 lb uplift at joint 4 and 19 lb uplift at joint 3. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss 08 Truss Type JACK Qty 4 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 09:34:30 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale: 3/4"=1' W1 T1 B1 1 2 5 3 4 3x6 0-0-0 4-0-0 4-0-0 -1-7-8 1-7-8 0-0-0 4-0-0 4-0-0 0-8-83-4-84-1-32-11-58.00 12 Plate Offsets (X,Y): [5:0-2-2,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.41 0.11 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 6 SPF 1650F 1.5EBRACING TOP CHORD Sheathed or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5 = 454/0-4-0 3 = 143/Mechanical 4 = 33/Mechanical Max Horz 5 = 160(load case 6) Max Uplift 5 = -97(load case 6) 3 = -69(load case 6) Max Grav 5 = 454(load case 1) 3 = 143(load case 1) 4 = 66(load case 2) FORCES (lb) - First Load Case Only TOP CHORD2-5 =-413 1-2 =103 2-3 =59BOT CHORD4-5 =0 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 5 and 69 lb uplift at joint 3. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss 07 Truss Type JACK Qty 4 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:06:01 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:23.6 W1 T1 W4 B1 W2 W3 1 2 3 4 5 8 7 6 9 6x6 1.5x4 3x4 4x4 0-0-0 6-0-0 6-0-0 -1-7-8 1-7-8 0-0-0 3-7-4 3-7-4 2-4-12 6-0-0 0-8-84-8-85-5-38.00 12 Plate Offsets (X,Y): [7:0-1-8,0-1-8], [8:0-2-15,0-5-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.41 0.32 0.08 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.11 0.00 (loc) 7-8 7-8 7 l/defl >999 >605 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF Stud *Except* W1 2 X 6 SPF 1650F 1.5E BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 8 = 546/0-4-0 7 = 310/Mechanical Max Horz 8 = 212(load case 6) Max Uplift 8 = -88(load case 6) 7 = -108(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 2-8 =-386 1-2 =103 2-9 =-111 3-9 =70 3-4 =37 4-5 =-3 4-7 =-94 TOP CHORD2-8 =-386 1-2 =103 2-9 =-1113-9 =70 3-4 =37 4-5 =-34-7 =-94 BOT CHORD 7-8 =127 6-7 =0 WEBS 3-8 =-165 3-7 =-200 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-7-8 to 1-4-8, Interior(1) 1-4-8 to 6-0-0 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 8 and 108 lb uplift at joint 7.7) All Plates 20 Gauge Unless Noted Job 14664 Truss 06 Truss Type JACK Qty 4 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 09:33:49 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:14.1 W1 T1 B1 1 2 5 3 4 3x6 0-0-0 3-5-9 3-5-9 -1-7-8 1-7-8 0-0-0 3-5-9 3-5-9 0-8-02-10-123-7-70-5-22-5-107.72 12 Plate Offsets (X,Y): [5:0-4-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.41 0.08 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 6 SPF 1650F 1.5EBRACING TOP CHORD Sheathed or 3-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5 = 430/0-4-0 3 = 115/Mechanical 4 = 21/Mechanical Max Horz 5 = 141(load case 6) Max Uplift 5 = -104(load case 6) 3 = -54(load case 6) Max Grav 5 = 430(load case 1) 3 = 115(load case 1) 4 = 55(load case 2) FORCES (lb) - First Load Case Only TOP CHORD2-5 =-387 1-2 =100 2-3 =-109BOT CHORD4-5 =0 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 5 and 54 lb uplift at joint 3. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss 05 Truss Type MONO TRUSS Qty 4 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:04:41 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale: 3/8"=1' W1 T1 W4 B1 W2 W3 1 2 3 4 5 8 7 6 5x6 1.5x4 3x4 4x4 0-0-0 8-11-9 8-11-9 -1-7-8 1-7-8 0-0-0 4-6-2 4-6-2 4-5-7 8-11-9 0-8-06-5-37-1-147.72 12 Plate Offsets (X,Y): [7:0-1-8,0-1-8], [8:0-1-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.32 0.47 0.23 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.48 0.00 (loc) 7-8 7-8 7 l/defl >425 >213 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5EBOT CHORD 2 X 4 SPF 2100F 1.8EWEBS2 X 4 SPF Stud *Except* W1 2 X 6 SPF 1650F 1.5E BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 8 = 713/0-4-0 7 = 499/Mechanical Max Horz 8 = 275(load case 6) Max Uplift 8 = -95(load case 6) 7 = -156(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 2-8 =-394 1-2 =100 2-3 =114 3-4 =70 4-5 =-3 4-7 =-178 BOT CHORD 7-8 =309 BOT CHORD6-7 =0WEBS3-8 =-388 3-7 =-385 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Corner(3) -1-7-8 to 2-7-7, Exterior(2) 2-7-7 to 8-11-9 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 8 and 156 lb uplift at joint 7. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss 04 Truss Type JACK Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 09:32:55 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:13.4 W1 T1 B1 1 2 5 3 4 3x6 0-0-0 3-0-0 3-0-0 -1-7-8 1-7-8 0-0-0 3-0-0 3-0-0 0-8-82-8-83-5-32-3-58.00 12 Plate Offsets (X,Y): [5:0-2-2,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.41 0.11 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 6 SPF 1650F 1.5EBRACING TOP CHORD Sheathed or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5 = 411/0-4-0 3 = 90/Mechanical 4 = 9/Mechanical Max Horz 5 = 135(load case 6) Max Uplift 5 = -104(load case 6) 3 = -45(load case 6) Max Grav 5 = 411(load case 1) 3 = 90(load case 1) 4 = 45(load case 2) FORCES (lb) - First Load Case Only TOP CHORD2-5 =-366 1-2 =103 2-3 =-100BOT CHORD4-5 =0 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 5 and 45 lb uplift at joint 3. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss 03 Truss Type JACK Qty 8 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 09:32:37 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:18.5 W1 T1 B1 1 2 5 3 4 3x6 0-0-0 5-0-0 5-0-0 -1-7-8 1-7-8 0-0-0 5-0-0 5-0-0 0-8-84-0-84-9-30-5-33-7-58.00 12 Plate Offsets (X,Y): [5:0-2-2,0-0-13] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.46 0.19 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 6 SPF 1650F 1.5EBRACING TOP CHORD Sheathed or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5 = 504/0-4-0 3 = 192/Mechanical 4 = 54/Mechanical Max Horz 5 = 186(load case 6) Max Uplift 5 = -94(load case 6) 3 = -91(load case 6) Max Grav 5 = 504(load case 1) 3 = 192(load case 1) 4 = 86(load case 2) FORCES (lb) - First Load Case Only TOP CHORD2-5 =-464 1-2 =103 2-3 =81BOT CHORD4-5 =0 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 5 and 91 lb uplift at joint 3. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss 02 Truss Type MONO TRUSS Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:04:04 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:26.7 W1 T1 W4 B1 W2 W3 1 2 3 4 5 8 7 6 9 10 6x6 1.5x4 3x4 4x4 0-0-0 7-0-1 7-0-1 -1-7-8 1-7-8 0-0-0 3-7-5 3-7-5 3-4-13 7-0-1 0-8-85-4-96-1-48.00 12 Plate Offsets (X,Y): [7:0-1-8,0-1-8], [8:0-2-15,0-5-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.41 0.45 0.10 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.21 0.00 (loc) 7-8 7-8 7 l/defl >730 >365 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF Stud *Except* W1 2 X 6 SPF 1650F 1.5E BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 8 = 602/0-4-0 7 = 375/Mechanical Max Horz 8 = 229(load case 6) Max Uplift 8 = -92(load case 6) 7 = -112(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 2-8 =-376 1-2 =103 2-9 =-106 3-9 =76 3-10 =-104 4-10 =57 4-5 =-3 TOP CHORD4-7 =-141BOT CHORD7-8 =194 6-7 =0 WEBS 3-8 =-252 3-7 =-254 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-7-8 to 1-4-8, Interior(1) 1-4-8 to 7-0-1 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 8 and 112 lb uplift at joint 7. 7) All Plates 20 Gauge Unless Noted Job 14664 Truss 01 Truss Type MONO TRUSS Qty 2 Ply 1 KENT HICKS - SIERROS Job Reference (optional)6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Aug 07 10:03:46 2006 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 Scale = 1:34.0 W1 T1 W4 B1 W2 W3 1 2 3 4 5 8 7 6 9 10 6x9 3x4 3x5 4x4 0-0-0 9-3-6 9-3-6 -1-7-8 1-7-8 0-0-0 3-7-4 3-7-4 5-8-2 9-3-6 0-8-86-10-127-7-78.00 12 Plate Offsets (X,Y): [4:0-0-1,0-1-8], [7:0-2-2,0-1-8], [8:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES BOCA/ANSI95 CSI TC BC WB (Matrix) 0.62 0.46 0.33 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.23 0.01 (loc) 7-8 7-8 7 l/defl >875 >451 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF Stud *Except* W1 2 X 6 SPF 1650F 1.5E BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS (lb/size) 8 = 732/0-4-0 7 = 518/Mechanical Max Horz 8 = 270(load case 6) Max Uplift 8 = -97(load case 6) 7 = -126(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 2-8 =-339 TOP CHORD1-2 =103 2-9 =-135 3-9 =473-10 =-206 4-10 =99 4-5 =-34-7 =-242 BOT CHORD 7-8 =420 6-7 =0 WEBS 3-8 =-468 3-7 =-425 NOTES (7) 1) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-7-8 to 1-4-8, Interior(1) 1-4-8 to 9-3-6 zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 1-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 8 and 126 lb uplift at joint 7.7) All Plates 20 Gauge Unless Noted