HomeMy WebLinkAboutBuilding PlansTRIM TABLE
ROOF PLAN
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ROOF SHEETING PLAN
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FRAME LINES: 2
A D
COLUMN LINE
H H
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RIGID FRAME: ANCHOR BOLTS do BASE PLATES
Frm Col Anc._Bolt Base -Plate (in Grout
Line Line Qty Dia Width Length hick (in)
2 A 4 0.750 6.000 12.75 0.500 0.0
2 D 4 0.750 6.000 12.75 0.500 0.0
NOTES FOR REACTIONS
Building reactions are based on
the following building data:
Width (ft) = 50.0
Length (ft) = 50.0
Eave Height (ft) = 16.0/ 16.0
Roof Slope rise/12 ) = 2.0/ 2.0
Dead Load �psf ) = 3.0
Collateral Load ( sf ) = 1.0
Live Load (psf = 20.0
Wind Speed (mph) = 170.0
Wind Code = FBC 17 (IBC 15)
Exposure = B
Closed/Open = C
Importance Wind = 1.00
Importance Seismic = 1.00
Seismic Zone = A
ID Description
1 Dead+Collateral+Live
2 0.6Dead+0.6Wind-Left1
3 0.6Dead+0.6Wind_Right1
4 0.6Dead+0.6Wind-Long 1 L
5 0.6Dead+0.6Wind_Long2L
6 0.6Dead+0.6Wind-Suction+0.6Wind-Long 1 L
7 0.6Dead+0.6Wind_Pressure+0.6Wind_Long1 L
8 Dead +Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Suction
9 0.6Dead+0.6Wind_Left1 +0.6Wind_Suction
10 0.6Dead+0.6Wind-Left1 +0.6Wind-Pressure
11 0.6Dead+0.6Wind_Right1 +0.6Wind_Suction
12 0.6Dead+0.6Wind_Right1 +0.6Wind_Pressure
13 0.6Dead+0.6Wind_Suction+0.6Wind_Long2L
14 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2L
15 Dead +Collateral+0.75Live+0.45Wind-Left2+0.45Wind_Suction
RIGID FRAME: BASIC COLUMN REACTIONS (k )
Frame Column -----Dead-----Collateral- ----- Live ------Wind_Left1--Wind_Right1---Wind_Left2-
Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert
2 A 1.5 3.3 0.4 0.8 8.3 16.4 -21.3 -32.3 -1.5 -19.9 -19.3 -19.3
2 D -1.5 3.3 -0.4 0.8 -8.3 16.4 1.5 -19.9 21.3 -32.3 -0.5 -6.9
Frame Column-Wind_Right2---Wind_Long 1---Wind_Long2- -Seismic-Left Seismic -Right
Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert
2 A 0.5 -6.9 -4.1 -27.9 -6.0 -23.3 -0.1 -0.1 0.1 0.1
2 D 19.3 -19.3 6.0 -23.3 4.1 -27.9 -0.1 0.1 0.1 -0.1
EN DWALL COLUMN: BASIC COLUMN REACTIONS (k )
Wind Wind Wind Wind Wind Wind Wind Wind Seis
Frm Col Dead Collat Live Left Right1 Left2 Right2 Press Suct Long Long2 Left
Line Line Vert Vert Vert Vert Vert Vert Vert Horz Horz Vert Vert Vert
1 A 0.5 0.1 1.8 -4.4 -3.0 -2.6 -1.4 -2.6 3.0 -4.6 -2.7 0.0
1 B 1.3 0.2 4.8 -1 1.7 -7.3 -8.2 -3.5 -5.8 6.3 -11.4 -7.0 0.0
1 C 1.3 0.2 4.8 -7.3 -1 1.7 -3.5 -8.2 -5.8 6.3 -7.0 -1 1.4 0.0
1 D 0.5 0.1 1.8 -3.0 -4.4 -1.4 -2.6 -2.6 3.0 -2.7 -4.6 0.0
3 D 0.4 0.1 1.8 -4.3 -3.4 -2.5 -1.6 -2.6 3.0 -4.7 -2.7 0.0
3 C 1.1 0.2 4.8 -1 1.7 -6.8 -8.3 -3.4 -5.8 6.3 -1 1.4 -7.0 0.0
3 B 1.1 0.2 4.8 -7.5 -1 1.6 -4.1 -8.2 -5.8 6.3 -7.0 -11.6 0.0
3 A 0.4 0.1 1.8 -2.7 -4.4 -0.9 -2.6 -2.6 3.0 -2.7 -4.5 0.0
Seis
Frm Col Right
Line Line Vert
1 A 0.0
1 B 0.0
1 C 0.0
1 D 0.0
3 D 0.0
3 C 0.0
3 B 0.0
3 A 0.0
EN DWALL COLUMN: ANCHOR BOLTS & BASE PLATES
Frm Col Anc._Bolt Base -Plate (in) Grout
Line Line _ Qty Dia Width Length Thick (in)
1 A 4 0.750 6.000 8.250 0.375 0.0
1 B 4 0.750 6.000 8.500 0.375 0.0
1 C 4 0.750 6.000 8.500 0.375 0.0
1 D 4 0.750 6.000 8.250 0.375 0.0
3 D 4 0.750 8.000 8.500 0.375 0.0
3 C 4 0.750 8.000 12.50 0.375 0.0
3 B 4 0.750 8.000 12.50 0.375 0.0
3 A 4 0.750 8.000 8.500 0.375 0.0
BUILDING BRACING REACTIONS
f Reactions(k ) Panel -Shear
Wall - Col Wind - -Seismic- (lb/ft)
Loc Line Line Horz Vert Horz Vert Wind Seis Note
L-EW 1 (i)
F-SW D 2,3 7.9 4.4 0.1 0.1
R_EW 3 B,A 3.7 4.1 0.1 0.1
B_SW A 2,1 7.9 4.4 0.1 0.1
(i)Bracing in roof to rigid frame
ANCHOR BOLT SUMMARY
Dia
Qty Locate (in) Type
0 32 Endwall 3/4" F1554
0 8 Frame 3/4" F1554
04 WindBent 1 " F1554
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�GENERAL NOTES
NOTE:
ALL ANCHOR BOLTS SHALL HAVE A THREE INCH PROJECTION (UNLESS NOTED) ABOVE THE BOTTOM OF THE BASE
PLATES,EXCEPT HALF INCH DIAMETER BOLTS LOCATED AT DOORS WHICH SHALL HAVE A PROJECTION OF ONE INCH.
ALL BOLTS SHALL HAVE A MINIMUM THREAD LENGTH OF ONE QUARTER INCH LESS THAN THE PROJECTION.
THE PROJECTIONS SPECIFIED PROVIDE FOR A SINGLE BASE PLATE THICKNESS AND APPLICATION OF ONE THREE
SIXTEENTH INCH WASHER AND ONE HEAVY HEX NUT. IN THE INSTALLED POSITION, THE TOP OF THE ANCHOR BOLT
MUST BE FLUSH WITH OR ABOVE THE TOP OF THE NUT.ADDITIONAL PROJECTION LENGTH MUST BE CONSIDERED AND
PROVIDED FOR ITEMS SUCH AS GROUT, DOUBLE NUTS, PLATE WASHERS, LEVELING PLATES, ECT.,THAT MAY BE
SPECIFIED BY OTHERS. PROJECTION THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED FROM CORROSION.
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BUILDING DEAPRTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
PRODUCT
PRODUCT APPRL
EXP. �
MODEL #
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PRODUCT
FL OR NOA#
DATE
TYPE
METHOD
D.P. (P. S.F.)
GARAGE DOORS
FL 16546.4
2/Il/2025
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GLOPGY
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AT l-I/2 O.G. MAX
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Gna,STN�Cf[Ra60N6Y
V.J. Ger ev & Associates
Structural Engineers
3190 NE Maple Ave
e sen Beach, FL 34957
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revisions
no. date
designed AN
drawn BEF
checked AN
date 11/21/2019
scale 114" = V-0" (U.N.O.)
job no. P XX-XXXX . COC
ARCHITECT OF RECORD
JOSEPH P. MCCARTY
ARCHITECT, Inc.
900 E. OSEOLA ST.
STUART, FLORIDA
772.287.6735
D.P.R. REG # 9639
PROJECT
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BUILDER INFORMATION
445 SW PRIMA VISTA BLVD.
PORT ST LUCIE, FLORIDA 34983
(772) 340-7223
W W W. PACE2000HOM ES.COM
C*J
SHEET INFORMATION
drawing
COVER PAGE
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SIDEWALL SHEETING & TRIM: FRAME LINE A
PANELS: 26 W. L3P - POLAR WHITE-SP
TRIM TABLE
FRAME LINE A
O I D
1
PART
BSD01
LENGTH
122.000
D ETAI L
TRIM_201
2
3
OCA01
FEC2
182.000
182.000
TRIM_479
TRIM_99
4
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FOCF80
JTA087
182.000
87.000
TRIM_498
6
7
FOCF80
1 HTA044
Use Drop
44.000
TRIM 498
MEMBER TABLE
FRAME LINE A
MARK
PART
LENGTH
DJ-3
E-1
J08CO60
08E2060
90.000
299.625
E-2
08E2060
299.625
G-1 1
G-13
08Z075
08ZO75
329.750
329.750
G-14
08ZO60
329.750
G-15
G-16
08ZO99
08ZO89
329.750
329.750
CB-3
CB-5
RD05-
RD05-
354.000
353.000
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GENERAL NOTES:
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ENDWALL FRAMING: FRAME LINE 3
This endwall framing is not designed
for future expansion
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BOLT TABLE
FRAME LINE 3
LOCATION QUAN TYPE DIA LENGTH
ER-3/ER-4 8 A325 1 2 2
Columns Raf 6 A325 1 2" 2"
TRIM TABLE
FRAME LINE 3
ii 1
122.000
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182.000
182.000
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8.130
TRPBB2
TRIJECR
7.500
8.130,
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MEMBER TABLE
FRAME LINE 3
MARK
EC-5
PART
W08SO89
LENGTH
178.563
EC-6
EC-7
12S120
12S120
209.250
209.250
EC-8
ER-3
W08SO89
W8x 10
178.563
303.875
ER-4
G-3
W8x10
08Z060
303.875
141.563
G-6
G-7
08ZO60
08Z067
175.500
175.500
G-8
G-9
08ZO60
08ZO67
191.500
191.500
CB-1
CB-2
RD05—
RD05— 1
255.000
277.000
FLANGE BRACE TABLE
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ENDWALL FRAMING: FRAME LINE 1
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TRIM
FRAME
TABLE
LINE 1
OID
1
PART
BSDO 1
LENGTH
122.000
DETAIL
TRIM-201
2
3
BSDO 1
OCA01
Use Drop
182.000
TRIM-201
TRIM-479
4
FR1
182.000
TRI M— 100
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6
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8.130
21.813
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7.500
TRIM-1 29
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8.130
182.000
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145.000
TRIM-498
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148.000 1
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178.563
EC-2
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209.688
EC-3
EC-4
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209.688
178.563
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ER-1
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303.875
ER-2
DJ-1
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J08CO75
303.875
144.000
DJ-2
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184.000
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144.000
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179.375
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20.750
191.500
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J08C060
29.688
31.625
JB-3
J08CO60
13.688
JB-4
JB-5
J08CO60
J08C060
13.688
29.688
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TRIM TABLE
FRAME LINE D
0 1 D
PART
LENGTH
DETAIL
1
2
BSD01
OCAO 1
122.000
182.000
TRIM-201
TRIM-479
3
FEC2
1182.000 1
TRIM-99 I
MEMBER TABLE
FRAME LINE D
MARK
PART
LENGTH
E-1
E-2
08E2060
08E2060
299.625
299.625
G-10
08Z067
329.750
G-11
G-12
08ZO75
08ZO67
329.750
329750
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CB-3
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075 329.750
5- 354.000 a_
5- 1 309.000
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