HomeMy WebLinkAboutBLD-21-6174 PHILBROOK ENGINEERING
107 BEACH STREET For Permitting Project: 232 PLESANT Garage
DENNIS, MA 02638 Project No: P19-04
1-508-385-8682 Date: 11 April 2021
Revised 29 November 202
LAYOUT DESIGN SIZING AND NOTES
9th ed.
General Use Notes dc565
1. Use Group: R-3 Residenital based on Construction Potential
2. Construction Type: VB (Unprotected) - Fire Separation Tbl. R302.6
Fire Separation (NS) : 1 hr Ceiling/Floor between Same Uses
Fire Separation (NS) : 1 hr Walls Between & Supporting Use
Fire Data: Local Notification Fire Alarm System
3. Floor Live Loads:
1st Floor Live Load: 50 upgraded to 100 lb/sq ft for Garage Spaces
2nd Floor Live Load: 40 upgraded to 50 lb/sq ft for Residential Office
2nd Floor Live Load: 30 upgraded to 40 lb/sq ft for Attic/Loft Use
4. Snow Loads: 30 lb/sq ft - Tbl. 1604.11 (MA Amend)
Wind Loads: 28 lb/sq ft for 140 MPH, Exp B - Tbl. 1604.11 (MA Amend)
5. 2nd Floor Joists; 16" AJS 25 Series @ 16" o/c 1 Main Bay, Cantilever Entry
Wul = (50+15)x 1.33 = 97 lb/lf
Point = (30+15)x 25'/2x 1.33 = 750 lb/joist @ Interior Roof Support Wall - 7'0"
1 Long Span @ 25'0" & 1 Short Span Cantilever @ 3'6"
DEFmax = 1.06" (L/240 w/ 85%) DEFact = .71" OKbyBC-Calc® WEB
6. Garage Beam; W12x35 ASTM Grade 572(50ksi) Dropped framed
Wul = (40+15)x 15'/2 + 50 = 465 lb/lf + 2nd Floor Joists (347 lb + 841 lb + 363 :
Wul (tot) = 2,020 lb/lf
1 Span; 17'0" Mmax = 72,975 ft-lb
Sreq = 36.8 in(3) w/o Fy/800 Savail = 45.6 in(3)
DEFmax = .72" (L/240 w/ 85%) DEFact = .46" OK by design
7. Steel Columns; 4"x 3"x 1/4" HSS Tube Steel w/ Fy = 46 KSI (W12x35)
P(Pilaster Points) = 17,170 lbs Leff = 9'0" w/o blocking
Rmax = 70,000 lbs OK by RISC Table
8. Strip Foundation Bearing; Col Width + 4 x Wall 't'
Bearing Length = 42" (3.5 lf) - Use 4.0 ft
Total Weight = Column Point plus Contributary Wall & Floor
= 17,170 lb + 3.5'x (100)x 4.0' lb
= 18,570 lbs Bearing Area = 1.67' x 4.0' = 6.7 sq ft
Soil Bearing = Total Weight/Area = 2,780 < 2,880 lb/sq ft OK by design
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PHILBROOK
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RECEIVED
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BUILDING DEPARTMENT
Boise Cascade` ill Single 16" AJS® 25 PASSED
ENG‘EEERE'WOSO PRODUCTS
J01 -Long Span 2nd Floor(Joist)
BC CALC®Member Report Dry 12 spans( R cant. 116 OCS I Repetitive I Glued&nailed November 29,2021 17:21:17
Build 8104
Job name: 232 Garage Addition File name: 232 Garage Addition
Address: 232 Pleasant Street Description:
City, State,Zip: Bass River, MA Specifier:
Customer: RICHARDS Designer: T.Varnum Philbrook, P.E.
Code reports: ESR-1144 Company: Philbrook Engineering
1 1 1 1 1 1 1 , 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 I
I��1 1.<I L �] LS L� i L- J L' -=1 ><T ps}
L ,. k
25-00-00 03-06-00
B1 B2
Total Horizontal Product Length=28-06-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1. 3-1/2" 841 / 16 347/0 363/0
B2, 5-1/2" 1076/0 283/0 137/0
Load Summary Live Dead Snow Wind Roof OCS
Live
Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125%
1 Standard Load Unf.Area(Ib/ft2) L 00-00-00 28-06-00 Top 50 10 16
2 Interior Wall length/joist Conc. Pt. (Ibs) L 07-00-00 07-00-00 Top 250 500 n\a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 6973 ft-lbs 71.7% 100% 2 11-07-08
Neg. Moment -490 ft-lbs 5.0% 100% 3 25-00-00
End Reaction 1188 lbs 92.4% 100% 2 00-00-00
Int. Reaction 1359 lbs 47.7% 100% 1 25-00-00
End Shear 1164 lbs 56.4% 100% 2 00-03-08
Cont. Shear 1061 lbs 51.4% 100% 1 24-09-04
Total Load Deflection U423(0.703") 56.7% n\a 6 12-01-10
Live Load Deflection 2xU409(-0.205") 87.9% n\a 9 28-06-00
Total Neg. Defl. 2xU308(-0.273") 78.0% n\a 2 28-06-00
Max Deft 0.703" 70.3% n\a 6 12-01-10
Cant. Max Defl. -0.273" 27.3% n\a 2 28-06-00
Span/Depth 18.6
%Allow %Allow
Bearing Supports Dim.(LxW} Value Support Member Material
B1 Beam 3-1/2"x 3-1/2" 1188 lbs 24.0% 92.4% Spruce-Pine-Fir
B2 Wall/Plate 5-1/2"x 3-1/2" 1359 lbs 16.6% 47.7% Spruce-Pine-Fir
BC FloorValue®Summary
BC FloorValue®: 11111111111L__1 1 Subfloor:3/4"OSB, Glue+ Nail
Minimum Enhanced Premium Subfloor Rating: Premium
Controlling Location: 11-02-14
Cautions
Design assumes Top and Bottom flanges to be restrained.
Page 1 of 2
®BciseCascade,J-V Single 16" AJS®25ER_ I PASSED]
J01 -Long Span 2nd Floor(Joist)
BC CALC®Member Report Dry 12 spans I R cant. 116 OCS I Repetitive I Glued&nailed November 29,2021 17:21:17
Build 8104
Job name: 232 Garage Addition File name: 232 Garage Addition
Address: 232 Pleasant Street Description:
City, State,Zip: Bass River, MA
Customer: Specifier:
RICHARDS Designer: T.Varnum Philbrook, P.E.
Code reports: ESR-1144 Company: Philbrook Engineering
Notes
Design meets Code minimum(U240)Total load deflection criteria.
Design meets User specified(2xU360)Live load deflection criteria.
Design meets arbitrary(1") Maximum Total load deflection criteria.
Design meets arbitrary(1")Cantilever Maximum Total load deflection criteria.
BC CALC®analysis is based on IBC 2015.
Composite El value based on 3/4"thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Cantilevers require sheathed bottom flanges, blocking at cantilever support and closure at ends.
Calculations assume member is fully braced.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement(EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy,prior to
anyone relying on such output as
evidence of suitability for a particular
application.The output here is based on
building code-accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions,please call(800)232-0788
before installation.
BC CALC®, BC FRAMER®,AJST"',
ALLJOIST®,BC RIM BOARDTM,BCI®,
BOISE GLULAMT"4,BC FloorValue®,
Page 2 of 2 VERSA-LAM®,VERSA-RIM PLUS®,
00-6 7 Li
PHILBROOK ENGINEERING
107 BEACH STREET For Permitting Project: 232 PLESANT Garage
DENNIS, MA 02638 Project No: P19-04
1-508-385-8682 Date: 11 April 2021
Revised 29 November 2021
LAYOUT DESIGN SIZING AND NOTES
9th ed.
General Use Notes dc565
1. Use Group: R-3 Residenital based on Construction Potential
2. Construction Type: VB (Unprotected) - Fire Separation Tbl. R302.6
Fire Separation (NS) : 1 hr .Ceiling/Floor between Same Uses
Fire Separation (NS) : 1 hr Walls Between & Supporting Use
Fire Data: Local Notification Fire Alarm System
3. Floor Live Loads:
1st Floor Live Load: 50 upgraded to 100 lb/sq ft for Garage Spaces
2nd Floor Live Load: 40 upgraded to 50 lb/sq ft for Residential Office
2nd Floor Live Load: 30 upgraded to 40 lb/sq ft for Attic/Loft Use
4. Snow Loads: 30 lb/sq ft - Tbl. 1604.11 (MA Amend)
Wind Loads: 28 lb/sq ft for 140 MPH, Exp B - Tbl. 1604.11 (MA Amend)
5. 2nd Floor Joists; 16" AJS 25 Series @ 16" o/c 1 Main Bay, Cantilever Entry
Wul = (50+15)x 1.33 = 97 lb/lf
Point = (30+15)x 25'/2x 1.33 = 750 lb/joist @ Interior Roof Support Wall - 7'0"
1 Long Span @ 25'0" & 1 Short Span Cantilever @ 3'6"
DEFinax = 1.06" (L/240 w/ 85%) DEFact = .71" OK by BC-Calce WEB
6. Garage Beam; W12x35 ASTM Grade 572(50ksi) Dropped framed
Wul = (40+15)x 15'/2 + 50 = 465 lb/lf + 2nd Floor Joists (347 lb + 841 lb + 363 :
Wul(tot) = 2,020 lb/lf
1 Span; 17'0" Mmax = 72,975 ft-lb
Sreq = 36.8 in(3) w/o Fy/800 Savail = 45.6 in(3)
DEFmax = .72" (L/240 w/ 85%) DEFact = .46"
OK by design
7. Steel Columns; 4"x 3"x 1/4" HSS Tube Steel w/ Fy = 46 KSI (W12x35)
P(Pilaster Points) = 17,170 lbs Leff = 9'0" w/o blocking
Rmax = 70,000 lbs OK by AISC Table
8. Strip Foundation Bearing; Col Width + 4 x Wall 't'
Bearing Length = 42" (3.5 if) - Use 4.0 ft
Total Weight = Column Point plus Contributary Wall & Floor
= 17,170 lb + 3.5'x (100)x 4.0' lb
= 18,570 lbs Bearing Area = 1.67' x 4.0' = 6.7 sq ft
Soil Bearing = Total Weight/Area = 2,780 < 2,880 lb/sq ft OK by design
T vARNUM
:..` ( MECHANiCiV
RECEIVED
AUG 2 5 2022
BUILDING DEPARTMENT
By,--------- —
Boise
Cascade
* Single 16"AJS®25
PASSED
J01 -Long Span 2nd Floor(Joist)
BC CALL®Member Report Dry 12 spans J R cant 1 16 OCS J Repetitive J Glued&nailed November 29,2021 17:21:17
Build 8104
Job name: 232 Garage Addition File name: 232 Garage Addition
Address: 232 Pleasant Street Description:
City,State,Zip: Bass River, MA
Customer. RICHARDS Specifier:
Designer: T.Varnum Philbrook, P.E.
Code reports: ESR-1144 Company: Philbrook Engineering
\F
11 1 1 1 1 1 1 11 1 1 1 1 1 1 111 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1
I
B1 2soaoo k k
Total Horizontal Product LengthB2 03 os o0
Reaction Summary(Down/Uplift)(lbs)
=2s-ofi-Qo
Bearing Live Dead B1,3-1/2" 841/16 347/0 SnowWind Roof Live
B2,5-1l2" 363/0
1076/0 283/0 137/0
Load Summary Live Dead Snow Wind Roof ocs
Live
Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125%
1 Standard Load 'inf.Area(Ib/ftF) L 00-00-00 28-06-00 Top 50 10
2 Interior Wall length/joist Conc. Pt(Ibs) L 07-00-00 07-00-00 To 16
P 250 500 a
n1a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 6973 ft-lbs 71.7% 100% 2 11-07-08
Neg. Moment -490 ft-lbs 5.0% 100% 3 25-00-00
End Reaction 1188 lbs 92.4% 100% 2 00-00-00
Int. Reaction 1359 lbs 47.7% 100% 1 25-00-00
End Shear 1164 lbs 56.4% 100% 2 00-03-08
Cont.Shear 1061 lbs 51.4% 100% 1 24-09-04
Total Load Deflection U423(0.703') 56.7% Ma
Live Load Deflection 2xU409(-0.205") 87.9% Ma9 18-01-
Total Neg.Defl. 2xU308(-0.273") 78.0% nta 2 28-06-00
0
Max Defl. 2 28-06-00
0.703" 70.3% n\a 6 12-01-10
Cant Max Defl. -0.273" 27.3% n\a 2 28-06-00
Span/Depth 18.6
Allow
Bearing Supports Dim.(UN) Value %pport %Memberort
Material
B1 Beam 3-1/2"x 3-1/2" 1188 lbs 24.0% 92.4% Spruce-Pine-Fir
B2 Wall/Plate 5-1/2"x 3-1/2" 1359 lbs 16.6% 47.7% Spruce-Pine-Fir
BC FloorValue®Summary
BC FloorValue®: NM 1 I Subfloor.3/4"OSB, Glue+Nail
Minimum Enhanced Premium Subfloor Rating: Premium
Controlling Location: 11-02-14
Cautions
Design assumes Top and Bottom flanges to be restrained. •
Page 1 of 2
r
Eloise Cascade'
ENGINEERED Single 16"AJS
®25
J01 -Long Span 2nd Floor(Joist) PASSED
BC CALC®Member Report Dry 12 spans I R cant.116 OCS I Repetitive I Glued&nailed
Build 8104 November 29,2021 17:21:17
Job name: 232 Garage Addition
Address: 232 Pleasant Street Filenamo: 232 Garage Addition
City,State,Zip: Bass River, MA Description:
Customer: RICHARDS Specifier:
Designer: T.Vamum Philbrook,P.E.
Code reports: ESR-1144
Company: Philbrook Engineering
Notes
Design meets Code minimum(L/240)Total load deflection criteria.
Design meets User specified(2xU360)Live load deflection criteria.
Design meets arbitrary(1")Maximum Total load deflection criteria.
Design meets arbitrary(1")Cantilever Maximum Total load deflection criteria.
BC CALL®analysis is based on IBC 2015.
Composite El value based on 3/4"thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Cantilevers require sheathed bottom flanges,blocking at cantilever support and closure at ends.
Calculations assume member is fully braced.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement(EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy,prior to
anyone relying on such output as
evidence of suitability for a particular
application.The output here is based on
building code-accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions,please call(800)232-0788
before installation.
BC CALL®,BC FRAMER®,AJSTM1
ALLJOIST®,BC RIM BOARDTM,BCI®,
BOISE GLULAMTM,BC FloorValue®,
Page 2 of 2 VERSA-LAM®,VERSA-R,M PLUS®,