23D-153 142 Hinckley plans 2017-08-256'-418"6'-418"6'-418"
10'-3"
16'-3"
Double 2 x 12 treated
beam
8'-3"
7'-712"
1'-21316"
1'-278"
8'-3"
9'-1058"
2'-878"2'-878"4'-41316"
5'-178"
30'-812"Anderson
AN451 typ
412"
578"814"4'-778"4'-778"814"6"
Double 2 x 12 beam Double 2 x 12 beam
P-3 Techno
Metal Post 7/12/17REVISED PLAN
6'-418"6'-418"6'-418"10'-3"16'-3"Double 2 x 12 treatedbeam8'-3"7'-712"1'-21316"1'-278"8'-3"9'-1058"2'-878"2'-878"4'-434"5'-178"30'-812"AndersonAN451 typ412"578"814"4'-778"4'-778"814"6"Double 2 x 12 beamDouble 2 x 12 beamP-3 TechnoMetal Post20'-212"14'-512"16'-3"1'-9116"5'-078"PLAN &ELEVATIONSLIVING RM /DINING RMADDITION8/22/17A-2
5'-7116"5'-7116"578"Double 2 x 12 beamP-3 Techno Metal PostJRC REMODELING LLC
40 RUSSELL STREET
GREAT BARRINGTON, MA 01230
413-353-1110
GROCCIA MUDROOM ADDITION
142 HINKLEY STREET
FLORENCE, MA 010628/22/17GROCCIA6'-8316"1'-7716"1'-712"11'-10716"1'10'-712"9'-012"EXISTINGHOUSENEW MUDROOMEAST ELEVATIONSOUTH ELEVATIONANDERSONC-159'-012"8'-5"3'-714"9'-412"A-3MUDROOMPLAN ANDELEVATIONS
24'14'-934"8/22/1711'-412"A-4
loading capacity.
8" to 24"[ 203 to 610mm ]Helix diameter variesaccording to soil conditions and desired
min.
6"[ 152mm ]
(see note #5)
Under depth frostpenetration.Actual pile length to bedetermined by fieldconditions and desiredloading capacity.
Supporting plateStandard : ASTM A36 - Steel(see note #6)
Steel shaft Model P3 : 3.5" x 0.216" [ 88.9mm x 5.5mm ]Standard : ASTM A500 grade C - Circular steel section(see note #6)
Exclusive polyethylene sleeve( if required )
1/2" [ 12.7mm ] thick factory-welded helixStandard : ASTM A36 - Steel(see note #6)
Existing soil
Techno Metal PostModel P3(Above ground lightstructure)
Client :
Project :
Client adress :
Approved by :
Drawing no:
Scale :Date :
N/A
THE INFORMATIONS CONTAINEDIN THIS DRAWING IS THE SOLEPROPERTY OF TECHNO PIEUX INC.ANY REPRODUCTION IN PART ORAS A WHOLE WITHOUT THE WRITTENPERMISSION OF TECHNO METAL POST INC.IS PROHIBITED
Page number :
P3-G-R0-A-USA
DATE DESCRIPTION REV.
Drawing :
CONFIDENTIAL
REVISIONS
1700, Setlakwe Street Thetford Mines (QC) G6G 8B2 CANADA www.technometalpost.com
2011-10-31
SHEET 1 OF 1
2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.68"1550 1260 2368 5178 None
2 - Trimmer - SPF 3.00"3.00"1.68"1550 1260 2368 5178 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4271 @ 0 1 8 7613 (3.00")Passed (56%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)3262 @ 1 2 14 9081 Passed (36%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)10683 @ 5 3 0 20525 Passed (52%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.151 @ 5 3 0 0.256 Passed (L/817)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.236 @ 5 3 0 0.512 Passed (L/520)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 10 6 0 o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10 6 0 o/c unless detailed otherwise.
Level, 10' HeaderMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in
accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 0 0 to 10 6 0 N/A 12.1
1 - Uniform (PSF)0 0 0 to 10 6 0 4 0 0 15.5 -41.0 Residential - Living
Areas
2 - Uniform (PSF)0 0 0 to 10 6 0 6 0 0 15.0 40.0 -
3 - Uniform (PSF)0 0 0 to 10 6 0 7 0 0 18.7 -41.0
Forte v5.2, Design Engine: V6.6.0.14
8/28/2017 2:52:45 PM
Page 2 of 3
Groccia 8-28-17.4te
Forte Software Operator
Brian Pedersen
Ed Herrington, Inc.
(860) 435-2561
brian.pedersen@herringtons.com
Job Notes
2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.52"1666 267 2187 4120 None
2 - Trimmer - SPF 3.00"3.00"1.52"1666 267 2187 4120 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3853 @ 0 1 8 7613 (3.00")Passed (51%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3156 @ 1 2 14 9081 Passed (35%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)12513 @ 6 8 0 20525 Passed (61%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.241 @ 6 8 0 0.327 Passed (L/652)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.429 @ 6 8 0 0.654 Passed (L/366)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 11 2 0 o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 13 4 0 o/c unless detailed otherwise.
Level, 12' 10" HeaderMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in
accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 0 0 to 13 4 0 N/A 12.1
1 - Uniform (PSF)0 0 0 to 13 4 0 6 0 0 15.5 -41.0 Residential - Living
Areas
2 - Uniform (PSF)0 0 0 to 13 4 0 1 0 0 15.0 40.0 -
3 - Tapered (PLF)0 0 0 to 6 8 0 N/A 80.0 to 120.0 --Gable Wall
4 - Tapered (PLF)6 8 0 to 13 4 0 N/A 120.0 to 80.0 --Gable Wall
5 - Uniform (PSF)0 0 0 to 13 4 0 2 0 0 15.0 -41.0
Forte v5.2, Design Engine: V6.6.0.14
8/28/2017 2:52:45 PM
Page 3 of 3
Groccia 8-28-17.4te
Forte Software Operator
Brian Pedersen
Ed Herrington, Inc.
(860) 435-2561
brian.pedersen@herringtons.com
Job Notes
01: Level
Member Name Results Current Solution Comments
10' Header Passed 2 Piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
12' 10" Header Passed 2 Piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
Groccia 8-28-17.4te
JOB SUMMARY REPORT
Forte v5.2, Design Engine: V6.6.0.14
8/28/2017 2:52:45 PM
Page 1 of 3
Groccia 8-28-17.4te
Forte Software Operator
Brian Pedersen
Ed Herrington, Inc.
(860) 435-2561
brian.pedersen@herringtons.com
Job Notes