1698 MARITIME OAK DR - NEW HOME LAM BEAMS . ..
®Boise Cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 2800 DF Floor Beam1FB02
Dry 11 span I No cantilevers 1 0/12 slope Wednesday, May 13,2015
BC CALC®Design Report
Build 3272 File Name: BM3
Job Name: Description: Designs\FB02
Address: Specifier:
City, State,Zip: , Designer:
Customer: ' Company:
Code reports: ESR-1040 Misc:
7____________ _____.. ....__. _ ___2 - , ,
1
17-10-08
BO B1
Total Horizontal Product Length=17-10-08
Reaction Summary(Down I Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO,3-1/2" 3,361 /0 1,748/0
B1,3-1/2" 3,361 /0 1,748/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 17-10-08 40 10 00-06-00
2 TF20's Unf. Lin. (lb/ft) L 00-00-00 17-10-08 356 178 n/a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 21,673 ft-lbs 82.6% 100% 1 08-11-04
End Shear 4,275 lbs 45.9% 100% 1 01-05-08
Total Load Defl. U283(0.739") 84.9% n/a 1 08-11-04
Live Load Defl. U430(0.486") 83.8% n/a 2 08-11-04
Max Defl. 0.739" 73.9% n/a 1 08-11-04
Span/Depth 14.9 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L x W) Value Support Member Material
BO Post 3-1/2"x 3-1/2" 5,109 lbs n/a 55.6% Unspecified
B1 Post 3-1/2"x 3-1/2" 5,109 lbs n/a 55.6% Unspecified
Notes
Design meets Code minimum(U240)Total load deflection criteria.
Design meets Code minimum(U360) Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume Member is Fully Braced.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of 2
Boise Cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 2800 DF Floor BeamIFB02
Dry 11 span I No cantilevers 1 0/12 slope Wednesday, May 13,2015
BC CALC®Design Report
Build 3272 File Name: BM3
Job Name: Description: Designs1FB02
Address: Specifier:
City, State,Zip: , Designer:
Customer: Company:
Code reports: ESR-1040 Misc:
Connection Diagram Disclosure
1_b_ _ d i— be Completeness and verified by anyone who accuracy would ould rely on
a IS output as evidence of suitability for
1 • 1 • • particular application.Output here based
on building code-accepted design
properties and analysis methods.
Installation of BOISE engineered wood
• • products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
a minimum=2" c= 10" (800)232-0788 before installation.\n\nBC
b minimum=3" d=24" CALC®,BC FRAMER®,AJSTM,
ALLJOIST®,BC RIM BOARDTM,BCI®,
Member has no side loads. BOISE GLULAMTM,SIMPLE FRAMING
Connectors are: 16d Sinker Nails SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
Page 2 of 2
0 Boise Cascade Triple 1-3/4" x 16" VERSA-LAM® 2.0 2800 DF Floor Beam1FB01
Dry I 1 span I No cantilevers 1 0/12 slope Friday, May 8,2015
BC CALL®Design Report
Build 3272 File Name: BM15
Job Name: Description: Designs\FB01
Address: Specifier:
City, State,Zip: , Designer:
Customer: Company:
Code reports: ESR-1040 Misc:
a
1 - - - - _ _ _y 1111 : : 1
Ly_ 1
- - - - - - it - = - �
BO B1 B1
Total Horizontal Product Length=22-11-08
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO,3-1/2" 3,465/0 2,336/0 261 /0
B1,3-1/2" 4,119/0 2,426/0 111 /0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Standard Load Unf.Area (Ib/ft^2) L 00-00-00 22-11-08 40 10 00-06-00
2 FG04 Conc. Pt. (lbs) L 06-03-04 06-03-04 2,018 1,009 n/a
3 FT01's Unf. Lin. (lb/ft) L 07-00-00 22-11-08 320 160 n/a
4 WALL ABOVE Unf. Lin. (lb/ft) L 06-01-00 07-10-00 0 124 n/a
5 T03 ABOVE Unf. Lin. (lb/ft) L 06-01-00 07-10-00 212 212 n/a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 39,186 ft-lbs 77.4% 100% 1 10-06-15
End Shear 5,725 lbs 35.9% 100% 1 01-07-08
Total Load Defl. U271 (0.995") 88.4% n/a 1 11-02-08
Live Load Defl. U443(0.61") 81.3% n/a 4 11-02-08
Max Defl. 0.995" 99.5% n/a 1 11-02-08
Span/Depth 16.9 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L x W) Value Support Member Material
BO Post 3-1/2"x 3-1/2" 5,800 lbs n/a 63.1% Unspecified
B1 Post 3-1/2"x 3-1/2" 6,545 lbs n/a 71.2% Unspecified
Cautions
Member is not fully supported at post BO. A connector is required at this bearing.
Member is not fully supported at post B1. A connector is required at this bearing.
Notes
Design meets Code minimum(U240)Total load deflection criteria.
Design meets Code minimum(L1360) Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume Member is Fully Braced.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of 2
I
Boise Cascade Triple 1-3/4" x 16" VERSA-LAM® 2.0 2800 DF Floor BeamIFB01
Dry I 1 span I No cantilevers 1 0/12 slope Friday, May 8,2015
BC CALL®Design Report
Build 3272 File Name: BM15
Job Name: Description: Designs\FB01
Address: Specifier:
City, State,Zip: , Designer:
Customer: Company:
Code reports: ESR-1040 Misc:
Connection Diagram Disclosure
b d be Completeness and verified by anyone who accuracy must
would rely on
a R\��i
output as evidence of suitability for
1 1 � particular application.Output here based
c /\� on building code-accepted design
properties and analysis methods.
1 • I • /\/ Installation of BOISE engineered wood
e ° products must be in accordance with
1 current Installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
a minimum=2" c= 11" (800)232-0788 before installation.\n\nBC
b minimum=3" d =24" CALC®,BC FRAMER®,AJSTM,
e minimum=3" ALLJOIST®,BC RIM BOARDTM BCI®,
BOISE GLULAMTM,SIMPLE FRAMING
Connection design assumes point load is top-loaded. For connection design of side-loaded SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS® - ,
P oint loads, please consult a technical representative or professional of Record. VERSA-STRAN D®,VERSA-STUD®are
Nailing schedule applies to both sides of the member. trademarks of Boise Cascade Wood
Member has no side loads. Products L.L.C.
Connectors are: 16d Sinker Nails
Page 2 of 2
®Bolse Cascade Double 1-3/4" x 16" VERSA-LAM® 2.0 2800 DF Floor Beam1FB01
Ill Dry I 1 span I No cantilevers 1 0/12 slope Tuesday, May 12, 2015
BC CALC®Design Report
Build 3272 File Name: BM16
Job Name: Description: Designs\FB01
Address: Specifier:
City,State, Zip: , Designer:
Customer: Company:
Code reports: ESR-1040 Misc:
I 6 �I I I 1 II
..7 T T 7 • • T
IMAHMIWIIP - 5 I 1 I u
T T....7 T T T 7 T T 5
' ' 1 i , ' I I III
I 06-07-00 B1
BO
Total Horizontal Product Length=06-07-00
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO,3-1/2" 66/0 1,880/0 1,409/0
B1, 3-1/2" 66/0 1,997/0 1,526/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 06-07-00 40 10 00-06-00
2 T51 Conc. Pt. (Ibs) L 01-08-00 01-08-00 320 320 n/a
3 T52 Conc. Pt. (Ibs) L 03-08-00 03-08-00 320 320 n/a
4 T53 Conc. Pt. (Ibs) L 05-08-00 05-08-00 320 320 n/a
5 WALL ABOVE Unf. Lin.(Ib/ft) L 00-00-00 06-07-00 0 124 n/a
6 T24,T25,T25,T24 Unf. Lin.(Ib/ft) L 00-00-00 06-07-00 300 300 n/a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 5,052 ft-lbs 12% 125% 2 03-06-08
End Shear 2,081 lbs 15.6% 125% 2 01-07-08
Total Load Defl. U999(0.014") n/a n/a 2 03-03-08
Live Load Defl. U999(0.006") n/a n/a 5 03-03-08
Max Defl. 0.014" n/a n/a 2 03-03-08
Span/Depth 4.6 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L x W) Value Support Member Material
BO Post 3-1/2"x 3-1/2" 3,289 lbs n/a 35.8% Unspecified
B1 Post 3-1/2"x 3-1/2" 3,524 lbs n/a 38.4% Unspecified
Notes
Design meets Code minimum(L/240)Total load deflection criteria.
Design meets Code minimum(U360)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume Member is Fully Braced.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of 2
®BoIse Cascade Double 1-3/4" x 16" VERSA-LAM® 2.0 2800 DF Floor Beam1FBO1
Dry 11 span I No cantilevers 1 0/12 slope Tuesday, May 12,2015
BC CALC®Design Report
Build 3272 File Name: BM16
Job Name: Description: Designs\FB01
Address: Specifier:
City, State,Zip: , Designer:
Customer: Company:
Code reports: ESR-1040 Misc:
Connection Diagram Disclosure
Completeness and accuracy of input must
�i b{� r d "� be verified by anyone who would rely on
a I I I EB. output as evidence of suitability for
%`
• particular application.Output here based
C T on building code-accepted design
properties and analysis methods.
; Installation of BOISE engineered wood
/1 products must be in accordance with
• �� current Installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
a minimum=2" c= 12" (800)232-0788 before installation.\n\nBC
b minimum=3" d=24" CALC®,BC FRAMER®,AJSTM,
ALLJOIST®,BC RIM BOARD ,BCI®,
Connection design assumes point load is top-loaded. For connection design of side-loaded BOISE GLULAMTM SIMPLE FRAMING
point loads,please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAMS,VERSA-RIM
PLUS®,VERSA-RIM®,
Member has no side loads. VERSA-STRAND®,VERSA-STUD®are
Connectors are: 16d Sinker Nails trademarks of Boise Cascade Wood
Products L.L.C.
ill
II
Page 2 of 2
4
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BCS
BUILDING COMPONENT SUPPLY, INC.
4627 JP HALL BLVD. SUITE 208
GREEN COVE SPRINGS, FL 32043
0: 904.297.9390
F: 904.529. 1406
BEARING HEIGHTS
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1 I11E. ■i=_ D FOYER ��� ��� •
DIAGRAM ONLY.
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w���� "■■ individual budding components as
be
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_m Iamw ! ■E a the specification of the building
*'_���IA �i �I i designer. See individual design sheets
�� F _ ._:��I iii Ili
•�i 'i for each truss design identified on the
�� placement drawing.The building
=yid\I ,;�I designer is responsible for temporary
and permanent bracing of the roof and
Mil=1 "!I II=I floor system and for the overall
I ■!I structure.The design of the truss
�_I I support structure including headers,
IIII-I �IMMIII beams,walls, and columns is the
�_I responsibility of the building designer.
_I �'� I For general guidance regarding
5:� �1y1 bracing,consult"Bracing of Wood
"1 I • i a27rit Trusses"available from the Truss Plate
^ '� ����� Institute, 583 D'Onifrio Drive; Madison,
_I�
WI 53179.
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Refer to truss layout and engineering
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MGM field trusses.
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PIOdD Length Product Pees Net City Menu( Product City
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6)415 22-11-00 1 3/4"x 18"LVL 3 3 USP THD26.2 4
BM16 6.07-00 1314-x 16'LVL 2 2 USP TH028-21F 1 TOLL
USP THDH28-2 1 CLIENT
USP THDH28-3 1 BROTHERS
USP TH0213 1
USP TH046 15
ATLANTIC BEACH
SUBDIVISION AMBASSADOR
MODEL CATALINA
ELEVATION SHINGLE
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DATE
FIRST FLOOR LAYOUT 119 05/1 3/201 5
SCALE: NTS REF
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USP JUS24 2B
USP THO26 17
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SCALE: NTS
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B C S
BUILDING COMPONENT SUPPLY, INC.
4627 JP HALL BLVD. SUITE 208
GREEN COVE SPRINGS, FL 32043
i, 0: 904.297.9390
F: 904.529. 1 406
BEARING HEIGHTS
CO
8.
1 1 0 1- 1 1 /811
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THIS IS A TRUSS PLACEMENT
, 'I�1ii'r1 '�—�' ��� DIAGRAM ONLY.
`",._ *trip!1 r-I These trusses are designed as
.iy' - I. �" individual building components to be
(!� �5 ■771„17,1
i •—•—•—•—•�. ,__._ ._.! ,� incorporated into the building design at
�N �I • P 1.1.M=' �I`i� 1 8 the specification of the building
�� F'a i ®I �I ; designer. See individual design sheets
!=11 1ril'l �1 for each truss design identified on the
placement drawing. The building
Il i �' designer is responsible for temporary•
TiTiiiiO ! and permanent bracing of the roof and• _�'�����I��.R�j�� I For general guidance regarding
SIM1_I ' bracing,consult"Bracing of Wood
I t ��: Trusses"available from the Truss Plate
trui 1111101111111.111EMIllt .��.
Institute, 583 Onifrio Drive; Madison,
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WI 53179.
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,_._,_._._._._,_._, I.'..05, ATTENTION.
I 405411 �W Refer to truss layout and engineering
"°°°° documents that arrive with delivered
Produeb - IFloo,Truss Connector Lai
field trusses.
P 1313 Lanpth Product Pies Net�ly �FAanuo Product a,�. Unless noted otherwise, all beams are
BM3 17d 13N'x14'LVL 2 2 USP JUS24 IS by others.
-BLt-1D 22.11.00 1 3JP x 1T LVL 3 3 - USP TH026-2 4 y
BM16 6-07-00 1 3q'x 10"LVL 2 2 USP THD28-21F 1
USP THOH28.2 1 TOLL
LISP THDH28.3 1 CLIENT
USP TM028 1 BROTHERS
USP THD46 IS
SUBDIVISION ATLANTIC BEACH
AMBASSADOR
MODEL CATALINA
ELEVATION SHINGLE
LOT # DRAWN BY
RAS
DATE
FIRST FLOOR LAYOUT 119 05/1 3/201 5
SCALE: NTS REF#
7035