1132 Beach Ave. RES18-0367 dwgs1Client:
Date:
5/25/2018 Page 1 of 10
0isiDesign—
538318 Tingley
Addre ss:
oblName:
,(
Project #:
BM -1 2.0E EverEdgeTm LVL 1.750" X 18.000"
2 -Ply -PASSED
Level: Level
3
2
1 is
1'6"
1 SPF
Hanger (HGUS412)
2'5 1/2"
3 1/2"
2'5 1/2"
Member Information
Reactions UNPATTERNED
Ib (Uplift)
Type: Girder
Application: Floor
Brg Live Dead Snow Wind Const
Plies: 2
Design Method: ASD
1 497
570 0 0 73
Moisture Condition: Dry
Building Code: FBC 2010
2 515
590 0 0 75
Deflection LL: 360
Load Sharing: No
Deflection TL: 240
Deck: Not Checked
Importance: Normal
Temperature: Temp — 100°F
General Load
Bearings
Bearing Length Cap. React D/L Ib Total Ld. Case Ld. Comb.
Floor Live: 40 PSF
Dead: 15 PSF
1 -SPF 3.500"
21°% 570/497 1067 L D+L
2- 4.000"
10% 590/515 1104 L D+L
Analysis Results
Hanger
Analysis Actual Location Allowed Capacity Comb.
Case
Moment 433 ft -Ib 1'2 1/2" 43224 ft -Ib 0.010(1%) D+L
L
Unbraced 433 ft -Ib 1'2 1/2" 43224 ft -Ib 0.010(1%) D+L
L
Shear 451 Ib 8 3/8" 11970 Ib 0.038(4%) D+L
L
LL Defl inch 0.000 1'2 9/16" 0.066 (1/360) 0,010(1%) L
L
(L/57877)
TL Defl inch 0.001 1-29/16" 0.099 (L/240) 0.010(1%) D+L
L
(L/26970)
Design Notes
1 Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
2 Refer to last page of calculations for fasteners required for specified loads.
3 Fill all hanger nailing holes.
4 Girders are designed to be supported on the bottom edge only.
5 Top loads must be supported equally by all plies.
6 Top must be continuously braced.
7 Bottom must have sheathing attached or be continuously braced.
8 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side
Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 10-3-8 Top
15 PSF 40 PSF
0 PSF 0 PSF 0 PSF TOTAL FLOR
2 Uniform Top
248 PLF 0 PLF
0 PLF 0 PLF 0 PLF WALL
3 Uniform 3-0-0 Top
17 PSF 0 PSF
0 PSF 0 PSF 20 PSF ROOF
Self Weight
18 PLF
6. For flat
roofs provide proper drainage to prevent
Manufacturer Info
Gleckler and Sons
Notes chemicals
ponding
Calculated Structured Designs Is responsible only of the Handling & Installation
2175 west 18th St, fl
usa
Weyerhaeuser
structural adequacy of this component based on the t LVL beams must not be cut or drilled
Seattle, WA
32209
design cnte.. and loadings shown, It is the 2. Refer to manufacturers product Information
www.weyerhaeuser.com/everedge/
904-3565440
responsibllrty of the wstomer andlor the contractor to regarding installation requirements, multi -ply
e the component sui[abllily of the intended fastening details, beam strength values, and code
application and to verify the d -me ns... andloads. approvals
Lumber 3. Damaged Beams must not be used
4_ Design assumes tp edges is laterally restrained
1. Dry service conditions, unless noted otherwise 5. Provide lateral support t bearing points to avoid
2. LVL not to be treated with fire retardant or corrosive lateral displacement and rotation
Version 18.40.084 Powered by iStructT-
JOB: 538318A CHAPIN CARPENTRY
LOC: 1132 BEACH AVE
PLAN: MEEUS RESID
DESIGNER: RICHARD TINGLEY
PITCH: VARIES
OVFRHANG: FIELD APPLIED
FLOOR SYTEM: 18" SYS42
WIND CODE: 130 MPH EXPOSURE D CLOSED
ALL TRUSS PLATES ARE ALPINE PLATES
ALPINE WAVE PLATE APPROVAL # 1999.3
ALPINE HS PLATE APPROVAL # 1999.2
ENGINEER OF RECORD
CHRIS SABOURIN
1205 BEACH BLVD
JACKSONVILLE BEACH, FL 3 32250
904-712-5750
LICENSE NUMBER: 71461
ENGINEER OF RECORD TO REVIEW
ALL BEAM AND TRUSS ENGINEERING
AND SIZE FOOTERS, HEADERS, COLUMNS AND
CAPS WHERE NECESSARY. TRUSS FABRICATOR
WILL NOT BE RESPONSIBLE FOR
REPAIRS RESULTING FROM ATRUSS OR
BEAM BEING INADEQUATELY SUPPORTED.
ALL BEAMS ARE WEYERHAEUSER EVEREDGE 290OFb-2.OE
APPROVAL #21359.1
BM -1 2-1.75" X 18" LVL 3'
BM -2 3-1.75" X 18" LVL 25'
BM -3 4-1.75" X 18" LVL 25'
BM -4 2-1.75" X 18" LVL 13'
BM -5 4-1.75" X 12" LVL 24'
HANGERS ON JOB AREAS FOLLOWS
UNLESS NOTED OTHERWISE
APPLICATION PART # APPROVAL #
1 -PLY TRUSS HTU26 FL10655.8
FLOOR TRUSS THA422 FL10447.6
2 -PLY BEAM HU412 FL10655.14
9-1-2 WALL HEIGHT
S"P DRAWING If SUBMITTAL REVIEW
[MAPPROVED (3APPROVE WITH CHANGES NOTED
REVISE AND RESUBMIT (3REJECTED
SUBMITTAL YW1S REVIEWED FOR DESIGN CONFORMITYAND
GENERAL CONFORMANCE TO CONTRACT DOCUMENTS
ONLY. THE CONTRACTOR IS RESPONSIBLE FOR
CONFIRMING AND CORRELATING DIMENSIONS AT JOBSITE
FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRICATION
PROCESSES AND TECHNIQUES OF CONSTRUCTION,
COORDINATION OF HIS WORK WITH OTHER TRADES AND
FULLCOMPLIANCE WITH CONTRACT DOCUMENTS.
By: l Date: % L
Sabo Structural Engineering, LLC
Jacksonville Beach, FL 32250
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JOB: 538318C CHAPIN CARPENTRY
LOC: 1132 BEACH AVE
PLAN: MEEUS RESID
DESIGNER: RICHARD TINGLEY
PITCH: VARIES
OVERHANG: FIELDAPPLIED
FLOOR SYTEM: 18" SYS42
WIND CODE: 130 MPH EXPOSURE D CLOSED
ALL TRUSS PLATES ARE ALPINE PLATES
ALPINE WAVE PLATE APPROVAL # 1999.3
ALPINE HS PLATE APPROVAL # 1999.2
ENGINEER OF RECORD
CHRIS SABOURIN
1205 BEACH BLVD
JACKSONVILLE BEACH, FL 3 32250
904-712-5750
LICENSE NUMBER: 71461
ENGINEER OF RECORD TO REVIEW
ALL BEAM AND TRUSS ENGINEERING
AND SIZE FOOTERS, HEADERS, COLUMNS AND
CAPS WHERE NECESSARY. TRUSS FABRICATOR
WILL NOT BE RESPONSIBLE FOR
REPAIRS RESULTING FROM ATRUSS OR
BEAM BEING INADEQUATELY SUPPORTED,
HANGERS ON JOB AREAS FOLLOWS
UNLESS NOTED OTHERWISE
APPLICATION PART # APPROVAL #
1 -PLY TRUSS HTU26 FL10655.8
27-4-14 WALL HEIGHT
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JOB: 538318B CHAPIN CARPENTRY
LOC: 1132 BEACH AVE
PLAN: MEEUS RESID
DESIGNER: RICHARD TINGLEY
PITCH: VARIES
OVERHANG: FIELD APPLIED
FLOOR SYTEM: 18" SYS42
WIND CODE: 130 MPH EXPOSURE D CLOSED
ALL TRUSS PLATES ARE ALPINE PLATES
ALPINE WAVE PLATE APPROVAL # 1999.3
ALPINE HS PLATE APPROVAL # 1999.2
ENGINEER OF RECORD
CHRIS SABOURIN
1205 BEACH BLVD
JACKSONVILLE BEACH, FL 3 32250
904-712-5750
LICENSE NUMBER: 71461
ENGINEER OF RECORD TO REVIEW
ALL BEAM AND TRUSS ENGINEERING
AND SIZE FOOTERS, HEADERS, COLUMNS AND
CAPS WHERE NECESSARY. TRUSS FABRICATOR
WILL NOT BE RESPONSIBLE FOR
REPAIRS RESULTING FROM ATRUSS OR
BEAM BEING INADEQUATELY SUPPORTED.
HANGERS ON JOB AREAS FOLLOWS
UNLESS NOTED OTHERWISE
APPLICATION PART # APPROVAL #
1 -PLY TRUSS HTU26 FL10655.8
1� P DRAWING / SUBMingL REWE1
APPROVED 0 APPROVE IMTH
❑ REVISE AND RESUBMITNGES NOTED
❑ REJECTEO__�`�
SUBMITTAL VMS REVIEWED FOR DESIGN CONFORMn yAN
GENERAL CONFORMANCE TO CONTRACT DOC
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CONF� THE CONTRACTOR IS RESPONSIBLE
CONFIRMING AND CORRELATING DMAENSIONS AT JOR41�re
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Sabo Structural Engineering,CLL
Jacksonville Beach, Fl 322W
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