236 Chesterfield Rd Modular Drawing Set StampedCommonwealth of Massachusetts
Manufactured Buildings Program
Transmittal Form for all correspondences relating to
Manufactured Buildings and Building Components
To: Kimberly Spencer, Manufactured Buildings Program
Board of Building Regulations and Standards
Commonwealth of Massachusetts
Kimberly.Spencer@state.ma.us
Westboro
Phone Number:
508-898-0167
167 Lyman Street / P.O. Box 1063
Hadley Building - Ground Floor
Massachusetts 01581
Date Transmitted
The person forwarding this material shall complete the following portion of this transmittal
Name of Person
Transmitting Material
MC Number TPIA Number
The following information is being transmitted to the Board of Building Regulations
and Standards and / or the Department of Public Safety for reasons detailed below
(Please check the appropriate box or give a further description of the transmitted
items under the section labeled other. Be sure to identify the appropriate Use Group.)
Please indicate the Distinct
Model and / or Serial
Number pertaining to
transmitted items
Use
Group
Building Plans for Review and Approval
Building Plans forwarded as a record copy for your files
(Review not required)
Revised building plans for review.
(Please clearly identify revisions on the plans.)
Revised Building Plans forwarded as a record copy for your files
(Review not required - Please clearly identify revisions on the plans.)
Modification to:Original SubmissionCompliance Assurance Programs
Modification to:Original SubmissionCalculations Manual
Original Submission Modification to:Installation Manual
Original Submission Modification to:Systems Drawings
Other - Provide a detailed description
of any other materials which are being
transmitted. Identify any revisions clearly
along with BBRS number.
Also, identify the requested action.
Site Location:
The office transmitting this information has reviewed the above mentioned and attached materials and has found them, to the best
of our knowledge and abilities, to be in compliance with the codes and \ or rules and regulations for the Commonwealth of
Massachusetts' Manufactured Building Program, as applicable
Signed By
for TPIA:
Signed By
for MASS:BBRS No: assigned by Mass.
Linda.McAlister
Linda McAlister
-3/03/2021
221 02Chris O'Brien
one-family94429
236 CHESTERFIELD RD, LEEDS, MA
Print Form
Linda Shea, Manufactured Buildings Program
linda.shea@mass.gov
Boston 02118
617-826-5225
Office of Public Safety and Inspections Attn: Manu. Bldgs.
1000 Washington Street, Suite 710
1
STATE OF : MASSACHUSETTS
“
”
SITE ADDRESS
ON-
RANCH MODEL
94429
BUILDING INFORMATION
DESIGN LIVE LOADS
DRAWING INDEX
CORPORATE OFFICE
72 EAST MARKET STREET
P.O.BOX 219
MIDDLEBURG, PA. 17842
PHONE: (570) 837-1424
DESCRIPTIONPAGE
MANUFACTURER INFORMATION
THIRD PARTY INFORMATION
(TOTAL SHEETS IN SET=26)
3-3-21 D.Feeney
PFS Corporation
Approval Limited to Factory-Built Portion Only
State:
Signature:
Title:
Date:
Massachusetts
Staff Plan Reviewer
03/03/2021
Renee Moist
2.1
ADJUST SIDING & SHEATHING FOR DOUBLE SILL PLATE
3-3-21 D.Feeney
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/3/21
2.2
ADJUST SIDING & SHEATHING FOR DOUBLE SILL PLATE
3-3-21 D.Feeney
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/3/21
2.3
ADJUST SIDING & SHEATHING FOR DOUBLE SILL PLATE
3-3-21 D.Feeney
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/3/21
2.4
ADJUST SIDING & SHEATHING FOR DOUBLE SILL PLATE
3-3-21 D.Feeney
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/3/21
3/0-EXT 24322/62/102432
2/634310-345-18-4046-18 2/8-EXT
2832PBR - DENOTES PER BUILDER'S REQUEST
3 5/8" CROWN MOULDING
3 5/8" CROWN MOULDING
3 5/8" CROWN MOULDING
3 5/8" CROWN MOULDING 34310-2AWN41
2/10 1/61/62/62/62/0
3.
1.
2.
4.
NOTES:
6.
8.
7.
5.
11.
12.
10.
9.- DENOTES ADDITIONAL COLUMN IN BASEMENT*3.12X6 EXTERIOR WALLS 24" O.C.
2X4 MARRIAGE WALLS 16" O.C.
ROOF RAFTERS 16" O.C.
8'-0" CLG.
MW CLG BEAM OVER LIVING ROOM / BEDROOM #1: (1) 1.5"x18" LVL (PER UNIT)
MECHANICALLY FASTEN CEILING GYP
3-3-21 D.Feeney
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/3/21
NAILING FOR ALL BRACED WALL "CS-WSP" PANEL LOCATIONS: 6INCHES O.C. AT PANEL EDGES AND ALL HORIZONTAL JOINTSARE BLOCKED, INCLUDING TOP AND (INCLUDING TOP ANDBOTTOM PLATES) 12" FIELD. USE 8D COMMON (2.5"X0.131")NAILS (1.75" PENETRATION)6D COMMON (2"X0.113") NAILSAT 6" SPACING (PANEL EDGES) ANDAT 12" SPACING (INTERMEDIATESUPPORTS) OR 16 GA. X 1-3/4 STAPLES:AT 3” SPACING (PANELEDGES) AND 6” SPACING (INTERMEDIATE SUPPORTS).ALL SHEATHING SHALL RUN VERTICALLY WITHOUTHORIZONTAL JOINTS3.2OVER RAISED WOOD FLOOR - OVERLAP OPTION3-3-21 D.Feeney
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/3/21
4
1
12-2
2
12-2
13
12-2
3
12-2
4
14-2
5
14-2
12
8-3
6
14-2
9
12-2
7
14-2
8
12-2
10
12-2
11
14-2
3-3-21 D.Feeney
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/3/21
FOUNDATION DRAWINGS ARE TO BE USED AS A GUIDE ONLY.
PROFESSIONAL BUILDING SYSTEMS WILL NOT ACCEPT ANY
LIABILITY OR RESPONSIBILITY FOR INCORRECT FOUNDATIONS.HOLD DIMENSIONCOLUMN REQUIRED51295 PLF1295 PLF3452 POUNDS
3452 POUNDS
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/3/21
6SITE CONNECTION"A"
"B"SITE CONNECTION3-3-21 D.Feeney
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/3/21
7
3-3-21 D.Feeney
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/3/21
8
7/12 "27-6" +120/155 WIND (40# SNOW)
3-3-21 D.Feeney
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/3/21
9.1
3-3-21 D.Feeney
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/3/21
9.2
3-3-21 D.Feeney
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/3/21
10
3-3-21 D.Feeney
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/3/21
200 Custom Ave Middleburg, PA 17842 (800) 837-4552 (570) 837-1414 - Sales Office
72 East Market Street Middleburg, PA 17842 (800) 837-4552 (570) 837-1424 - Corporate Office
www.modularbuildingsystemsofpa.com
www.pbsmodular.com www.custombuildingsystems.net www.virginiahomesbuildingsystems.com
RAFTER AND BEAM PAGE INDEX
PAGE A CALCS MANUAL COVER PAGE
PAGE B CALS MANUAL SECTION 6
PAGES C-D TR7-27-6 RAFTER DESIGN
PAGES E-G EXTERIOR WALL HEADERS
PAGE H MATEWALL CEILING BEAM
3-3-21 D.Feeney
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/3/21
CALCULATIONS
FOR
PROFESSIONAL
BUILDING SYSTEMS
72 E. Market St.
Middleburg, PA 17842
PER 2012 & 2015 IRC / ASCE 7-10
117 / 155 mph WIND (Vult)
90 / 120 mph WIND (Vasd)
20 / 30 / 40 &
50 / 60 / 70 psf GROUND SNOW LOAD
PREPARED BY
BARLOW ENGINEERING, P.C.
6512 SIX FORKS ROAD
SUITE 203-B
RALEIGH, NC 27615
150137
06/10/15
10/07/15
06/09/1610/17/16
“Professional Certification. I hereby certify that these documents were prepared or approved by me and that I am a duly licensed professional engineer under the laws of the State of Maryland.” License No.:33421 Expiration Date:7/16/18
03/09/17
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/29/17
A
06/10/2020
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/3/21
PROFESSIONAL BUILDING SYSTEMS
SECTION 6
20, 30 & 40 psf GROUND SNOW FOLDING TRUSSES
w/ CONNECTIONS & LOAD SUMMARIES
TR5-27-6 w/ EXAMPLE P1 - P22
TR5-31-6 P23 - P31
TR7-27-6 P32 - P40
TR7-31-6 P41 - P49
TR9-27-6 P50 - P58
TR9-31-6 P59 - P67
TR12-27-6 P68 - P76
TR12-31-6 P77 - P85
P:\2015\150137\MANUAL\INDEX.xls
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/29/17
06/10/15
“Professional Certification. I hereby certify that these documents were prepared or
approved by me and that I am a duly licensed professional engineer under the laws
of the State of Maryland.” License No.:33421 Expiration Date:7/16/16
10/07/15
06/09/16
10/17/16
12/05/17
B
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/3/21
TRUSS CALCULATIONSPROFESSIONAL BUILDING SYSTEMSGROUND SNOW LOAD: 20 psf 30 psf 40 psf TC DL:10 psf* BALANCED SNOW LOAD:20.4 23.1 30.8 psfBC DL:10 psfTRUSS NO.:TR7-27-6UNBALANCED SNOW LOAD:36.02 42.72 54.32 psfBC LL:10psf WHERE h < 42"JOB NO.:150137OPPOSITE SIDE UNB. SNOW LOAD:6.12 6.93 9.24 psfBC LL:20psf WHERE h 7 42"PITCH:7/12UNBALANCED SNOW LOAD LENGTH:4.3 5.01 5.6 ftBC LL:20 psf BETWEEN KNEEWALLSSPAN:27'-6"APPLIED MWFRS UPLIFT:22.43 psf WINDWARD AT 90 / 117 mphTRUSS CENTERS:FOR 20 psf GROUND SNOW: 16 in O.C.12.74 psf LEEWARD AT 90 / 117 mphFOR 30 psf GROUND SNOW: 16 in O.C.27.40 psf WINDWARD AT 120 / 155 mphFOR 40 psf GROUND SNOW: 16 in O.C.19.21 psf LEEWARD AT 120 / 155 mphFOR 90 / 117 mph WIND: 16 in O.C.APPLIED C & C UPLIFT:24.17 psf AT 90 / 117 mphFOR 120 / 155 mph WIND: 16 in O.C.42.41 psf AT 120 / 155 mph* 5 psf RAIN ON SNOW SURCHARGE APPLIED.MEMBER INFORMATION:SIZE &MAXIMUM SUPPORT REACTIONS (lbs):MEMBER SPECIES DL + LL + DL + LL + DL + LL + 0.6 DL + 0.6 DL + 0.6 DL + 0.6 DL +1 - 8 2 x 8 SPF #2 DEAD 20 psf 30 psf 40 psf 90 / 117 mph 120 / 155 mph 90 / 117 mph 120 / 155 mph9 - 12 & 15 - 18 2 x 6 SPF #2 LOAD GSL GSL GSL UPLIFT UPLIFT UPLIFT UPLIFT13 & 14 2 x 4 SPF #2 EXTERIOR WALL 435 932 983 1108 -89 -186 -174 -50219 - 22 2 x 4 SPF #2 MATING WALL 83 201 207 224 0 -8 -10 -5523 2 x 6 SPF #2MAXIMUM INTERACTION & DEFLECTION:NOTES:1. MATING WALL REACTIONS ARE TOTAL FOR BOTH SIDES.MAXIMUM2. WIND PER ASCE 7-10, 117 & 155 mph (Vult) = 90 & 120 mph (Vasd), EXP. C.MAXIMUM DEFLECTION3. SNOW PER ASCE 7-10, 20, 30 & 40 psf GSL, Ct = 1.1, Ce = 1.0CSI (in)l / DRIFTING LENGTH IS LATERAL DISTANCE FROM RIDGE.BOTTOM CHORD 0.684 0.334 5184. COMPONENT DESIGN IS BASED ON C & C PRESSURESTOP CHORD 0.767 0.399 502 TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES.WEB 0.133 0.00 *****MWFRS UPLIFT C & C UPLIFTP:\2015\150137\2015 TRUSSES\20-30-40\FOLDING\TR7-27-6BARLOW ENGINEERING, P.C.6512 SIX FORKS RD., SUITE 203-BRALEIGH, NC 27615SECTION 6 / pp. 32APPROVED DATEPFS CORPORATIONBloomsburg, PA3/29/1712/27/18M C APPROVED DATEPFS CORPORATIONBloomsburg, PA3/3/21
TRUSS CALCULATIONSPROFESSIONAL BUILDING SYSTEMSCOMPONENT LOAD SUMMARY* CROSS SECTION IS FOR REFERENCE ONLYAND MAY NOT REFLECT ACTUAL TRUSSEXTERIOR WALL DEAD LOAD = 12 psf x 10 ft = 120 plfMATING WALL DEAD LOAD = 8 psf x 10 ft = 80 plfFLOOR DEAD LOAD = 10 psf x 13.75 ft / 2 = 68.75 plfFLOOR LIVE LOAD = 40 psf x 13.75 ft / 2 = 275 plfCEILING DEAD LOAD = 5 psf x 13.75 ft / 2 = 34.38 plfLOCATION 1 = EXT. WALL HEADER & EXT. WALL STUDLOCATION 2 = M. WALL HEADER & M. WALL STUDLOCATION 3 = PERIMETER BANDLOCATION 4 = CENTER GIRDERLOCATION 5 = EXT. WALL HEADER & EXT. WALL STUDLOCATION 6 = M. WALL HEADER & M. WALL STUDLOCATION 7 = PERIMETER BANDLOCATION 8 = CENTER GIRDERLOCATION 9 = EXT. WALL HEADER & EXT. WALL STUDLOCATION 10 = M. WALL HEADER & M. WALL STUDLOCATION 11 = PERIMETER BANDLOCATION 12 = CENTER GIRDERLOCATIONS 3, 4, 7, 8, 11 & 12 MAY BE USED TO GENERATEFOUNDATION LOADSTRUSS TR7-27-6, 7/12 PITCH, 27'-6" WIDTHCOMPONENT LOADS (lbs/ft)20 psf GROUND SNOW (MATING WALL LOADS ARE PER SIDE OF LINE)LOCATION 123456789101112DEAD LOAD 326 31 515 180 549 214 738 363 772 397 961 546LIVE LOAD 373 120 648 395 648 395 923 670 923 670 1198 945TOTAL LOAD 699 151 1163 575 1197 609 1661 1033 1695 1067 2159 149130 psf GROUND SNOWLOCATION 123456789101112DEAD LOAD 326 31 515 180 549 214 738 363 772 397 961 546LIVE LOAD 412 125 687 400 687 400 962 675 962 675 1237 950TOTAL LOAD 738 156 1202 580 1236 614 1700 1038 1734 1072 2198 149640 psf GROUND SNOWLOCATION 123456789101112DEAD LOAD 326 31 515 180 549 214 738 363 772 397 961 546LIVE LOAD 505 137 780 412 780 412 1055 687 1055 687 1330 962TOTAL LOAD 831 168 1295 592 1329 626 1793 1050 1827 1084 2291 1508C & C UPLIFTLOCATION 123456789101112UPLIFT (0.6) DEAD LOAD 196 19 309 108 329 128 443 218 463 238 577 32890 / 117 mph UPLIFT -131 -4----------120 / 155 mph UPLIFT-377-21-68--48-------P:\2015\150137\2015 TRUSSES\20-30-40\FOLDING\TR7-27-6BARLOW ENGINEERING, P.C.6512 SIX FORKS RD., SUITE 203-BRALEIGH, NC 27615SECTION 6 / pp. 40APPROVED DATEPFS CORPORATIONBloomsburg, PA7/22/1512/27/18 D APPROVED DATEPFS CORPORATIONBloomsburg, PA3/3/21
Project: 94429
Location: EXT WALL HDR TO 3.25'
page
of
Chris O'Brien
MODULAR BUILDING SYSTEMS OF PA
72 EAST MARKET ST.
MIDDLEBURG, PA
StruCalc Version 10.2.1.0 2/19/2021 1:22:55 PM
Multi-Loaded Multi-Span Beam
[2015 International Building Code(2015 NDS)]
( 3 ) 1.5 IN x 3.5 IN x 3.25 FT
#2 - Spruce-Pine-Fir - Dry Use
Section Adequate By: 20.3%
Controlling Factor: Shear
DEFLECTIONS
Live Load
Dead Load
Total Load
Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180
0.06
0.04
0.09
IN L/693
in
IN L/419
Center
REACTIONS
Live Load
Dead Load
Total Load
Bearing Length
A
821
534
1355
0.71
lb
lb
lb
in
B
821
534
1355
0.71
lb
lb
lb
in
BEAM DATA
Span Length
Unbraced Length-Top
Unbraced Length-Bottom
Live Load Duration Factor
Notch Depth
3.25
0
3.25
1.15
0.00
ft
ft
ft
Center
MATERIAL PROPERTIES
#2 - Spruce-Pine-Fir
Bending Stress:
Shear Stress:
Modulus of Elasticity:
Comp. ┴ to Grain:
Controlling Moment:
1.62 Ft from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
At left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Comparisons with required sections:
Section Modulus:
Area (Shear):
Moment of Inertia (deflection):
Moment:
Shear:
Fb =
Cd=1.15 CF=1.50 Cr=1.15
Fv =
Cd=1.15
E =
Fc - ┴ =
1101 ft-lb
1355 lb
875
135
1400
425
psi
psi
ksi
psi
Base Values
Fb' =
Fv' =
E' =
Fc - ┴' =
1736
155
1400
425
psi
psi
ksi
psi
Adjusted
7.61
13.09
6.9
1101
1355
in3
in2
in4
ft-lb
lb
Req'd
9.19
15.75
16.08
1329
1630
in3
in2
in4
ft-lb
lb
Provided
LOADING DIAGRAM
A B3.25 ft
w
UNIFORM LOADS
Uniform Live Load
Uniform Dead Load
Beam Self Weight
Total Uniform Load
505
326
3
834
plf
plf
plf
plf
Center
E
3-3-21 D.Feeney
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/3/21
Project: 94429
Location: EXT WALL HDR TO 8'
page
of
Chris O'Brien
MODULAR BUILDING SYSTEMS OF PA
72 EAST MARKET ST.
MIDDLEBURG, PA
StruCalc Version 10.2.1.0 2/19/2021 1:22:56 PM
Multi-Loaded Multi-Span Beam
[2015 International Building Code(2015 NDS)]
( 3 ) 1.5 IN x 9.25 IN x 8.0 FT
#2 - Spruce-Pine-Fir - Dry Use
Section Adequate By: 1.5%
Controlling Factor: Moment
CAUTIONS
* Laminations are to be fully connected to provide uniform transfer of loads to all members
DEFLECTIONS
Live Load
Dead Load
Total Load
Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180
0.11
0.07
0.19
IN L/857
in
IN L/516
Center
REACTIONS
Live Load
Dead Load
Total Load
Bearing Length
A
2020
1334
3354
1.75
lb
lb
lb
in
B
2020
1334
3354
1.75
lb
lb
lb
in
BEAM DATA
Span Length
Unbraced Length-Top
Unbraced Length-Bottom
Live Load Duration Factor
Notch Depth
8
0
8
1.15
0.00
ft
ft
ft
Center
MATERIAL PROPERTIES
#2 - Spruce-Pine-Fir
Bending Stress:
Shear Stress:
Modulus of Elasticity:
Comp. ┴ to Grain:
Controlling Moment:
4.0 Ft from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
At right support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Comparisons with required sections:
Section Modulus:
Area (Shear):
Moment of Inertia (deflection):
Moment:
Shear:
Fb =
Cd=1.15 CF=1.10 Cr=1.15
Fv =
Cd=1.15
E =
Fc - ┴ =
6709 ft-lb
-3354 lb
875
135
1400
425
psi
psi
ksi
psi
Base Values
Fb' =
Fv' =
E' =
Fc - ┴' =
1273
155
1400
425
psi
psi
ksi
psi
Adjusted
63.24
32.41
103.49
6709
-3354
in3
in2
in4
ft-lb
lb
Req'd
64.17
41.63
296.79
6807
4308
in3
in2
in4
ft-lb
lb
Provided
LOADING DIAGRAM
A B8 ft
w
UNIFORM LOADS
Uniform Live Load
Uniform Dead Load
Beam Self Weight
Total Uniform Load
505
326
8
839
plf
plf
plf
plf
Center
F
3-3-21 D.Feeney
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/3/21
Project: 94429
Location: EXT WALL HDR TO 12'
page
of
Chris O'Brien
MODULAR BUILDING SYSTEMS OF PA
72 EAST MARKET ST.
MIDDLEBURG, PA
StruCalc Version 10.2.1.0 2/19/2021 1:46:33 PM
Multi-Loaded Multi-Span Beam
[2015 International Building Code(2015 NDS)]
( 3 ) 1.5 IN x 11.25 IN x 12.0 FT
2.0 Rigidlam LVL - Roseburg Forest Products
Section Adequate By: 87.2%
Controlling Factor: Moment
CAUTIONS
* Laminations are to be fully connected to provide uniform transfer of loads to all members
DEFLECTIONS
Live Load
Dead Load
Total Load
Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180
0.22
0.15
0.37
IN L/653
in
IN L/391
Center
REACTIONS
Live Load
Dead Load
Total Load
Bearing Length
A
3030
2032
5062
1.50
lb
lb
lb
in
B
3030
2032
5062
1.50
lb
lb
lb
in
BEAM DATA
Span Length
Unbraced Length-Top
Unbraced Length-Bottom
Live Load Duration Factor
Notch Depth
12
0
12
1.15
0.00
ft
ft
ft
Center
MATERIAL PROPERTIES
2.0 Rigidlam LVL - Roseburg Forest Products
Bending Stress:
Shear Stress:
Modulus of Elasticity:
Comp. ┴ to Grain:
Controlling Moment:
6.0 Ft from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
At right support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Comparisons with required sections:
Section Modulus:
Area (Shear):
Moment of Inertia (deflection):
Moment:
Shear:
Fb =
Cd=1.15 CF=1.01
Fv =
Cd=1.15
E =
Fc - ┴ =
15186 ft-lb
-5062 lb
3100
290
2000
750
psi
psi
ksi
psi
Base Values
Fb' =
Fv' =
E' =
Fc - ┴' =
3594
334
2000
750
psi
psi
ksi
psi
Adjusted
50.71
22.77
245.97
15186
-5062
in3
in2
in4
ft-lb
lb
Req'd
94.92
50.63
533.94
28428
11256
in3
in2
in4
ft-lb
lb
Provided
LOADING DIAGRAM
A B12 ft
w
UNIFORM LOADS
Uniform Live Load
Uniform Dead Load
Beam Self Weight
Total Uniform Load
505
326
13
844
plf
plf
plf
plf
Center
G
3-3-21 D.Feeney
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/3/21
Project: 94429
Location: MW CLG BM
page
of
Chris O'Brien
MODULAR BUILDING SYSTEMS OF PA
72 EAST MARKET ST.
MIDDLEBURG, PA
StruCalc Version 10.2.1.0 2/19/2021 1:22:57 PM
Multi-Loaded Multi-Span Beam
[2015 International Building Code(2015 NDS)]
1.5 IN x 18.0 IN x 19.75 FT
2.0 Rigidlam LVL - Roseburg Forest Products
Section Adequate By: 21.9%
Controlling Factor: Moment
DEFLECTIONS
Live Load
Dead Load
Total Load
Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180
0.32
0.09
0.41
IN L/737
in
IN L/578
Center
REACTIONS
Live Load
Dead Load
Total Load
Bearing Length
A
1353
373
1726
1.53
lb
lb
lb
in
B
1353
373
1726
1.53
lb
lb
lb
in
BEAM DATA
Span Length
Unbraced Length-Top
Unbraced Length-Bottom
Live Load Duration Factor
Notch Depth
19.75
4
1.33
1.15
0.00
ft
ft
ft
Center
MATERIAL PROPERTIES
2.0 Rigidlam LVL - Roseburg Forest Products
Bending Stress:
Shear Stress:
Modulus of Elasticity:
Comp. ┴ to Grain:
Controlling Moment:
9.87 Ft from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
20.0 Ft from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Comparisons with required sections:
Section Modulus:
Area (Shear):
Moment of Inertia (deflection):
Moment:
Shear:
Fb =
Cd=1.15 Cl=0.45 CF=0.95
Fv =
Cd=1.15
E =
Fc - ┴ =
8520 ft-lb
-1726 lb
3100
290
2000
750
psi
psi
ksi
psi
Base Values
Fb' =
Fv' =
E' =
Fc - ┴' =
1539
334
2000
750
psi
psi
ksi
psi
Adjusted
66.42
7.76
237.43
8520
-1726
in3
in2
in4
ft-lb
lb
Req'd
81
27
729
10391
6003
in3
in2
in4
ft-lb
lb
Provided
LOADING DIAGRAM
A B19.75 ft
w
UNIFORM LOADS
Uniform Live Load
Uniform Dead Load
Beam Self Weight
Total Uniform Load
137
31
7
175
plf
plf
plf
plf
Center
H
3-3-21 D.Feeney
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/3/21
236 Chesterfield Rd Leeds, MA 01053
All specifications used above, and
home built per plans 54
Refrigerator Energy Star certified
Dishwasher Energy Star certified
Washer Energy Star certified
Dryer Energy Star certified
Projected Rating Results
Scenario HERS Index Score
Lighting 100% LED Bulbs
Heating Equipment 10 HSPF ductless mini-split
Cooling Equipment 21 SEER ductless mini-split
Ventilation System continuous exhaust fan (Panasonic FV-0511VKSL2)
Water Heater 0.99 UEF Electric Instant Hot Water Heater
Lighting & Appliances
Ventilation Type Continuous
Projected Ventilation CFM 28
Stretch Code Specifications
Project Address
HERS Rater Rachel Balon
Insulation & Air Sealing
Slab R-10 at perimeter and under entire floor
Foundation Walls R-10 fire-rated foamboard
Blockers & Runners R-20 spray foam
Mechanical Equipment
Exterior Walls R-20 dense cellulose + R-9 Zipboard
Flat Ceilings R-60 loose cellulose (16" deep)
Windows & Glass Doors U-Factor = .30
Air Barrier & Air Sealing Details Maximum blower door test of 3 ACH50
Must comply with air sealing table R402.4.1.1 in 2018 IECC
APPROVED
DATE
PFS CORPORATION
Bloomsburg, PA
3/3/21
APPROVED DATEPFS CORPORATIONBloomsburg, PA3/3/21