HomeMy WebLinkAbout9704-0029- LETTER OF CERTIFICATIONbl-e4-1'77 ( 10 (- 41HI'I 1'KVI'I rl D J U L H J J
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1 V 1J01'i0017CJJ r. CJC
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Ray Reinhard, P.E. • Consulting Engineer
I Building Official
St. Lucie County
I
RE: H.F.M. Corporation
Legacy Golf Club
Maintenance Shed
Concrete Slab inspection
Building Official:
735 35th Avenue S.W. 'Vero Beach, FL 32968
(407) 778-9329
SCANNED
BY
��1. ILsade Coull,>�j
January 24, 1997
This letter serves as certification that the concrete slab foundation for the maintenance shed was
IPspected before concrete pouring. The slab is a 4" thick fibermesh our
20 wide by 12" deep with 3 - #5 bars continuous. p with monolithic footings of
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if lyou have any questions, please call me at 567-7461.
kttli,iri,�,,.
Ray . Reinb� P.E �.
FI. Reg. #470Ft1.("�:3
TOTAL P.02
I
a6 Truss Truss Type Ob Ply
61 -DT I,I A DBL. FINK 29 1 JT McDERMOTT - GOLF BUILDING
T-LUCIETRUSS-CORP: -:--`---'— -------3:3T-s'Dec`11-1996-MiTek In us nd—t-"es, fnc. Thu .1-an 23709:44:33-9997-Page 1—
-2-0-0 7-5-6 13-7-4 20-0-0 26-4-12 _ 32-6-10 40-0-0 42-0-0
2-0-0 7-5-6 6-1-14 6-4-12 6-4-12 6-1-14 7-5-6 2-0-0
4.0o t2
5x6 -
5
5x6 _ 3x4 = 3x6 = 3x4 = 3x4 = 5x6 =
3x4 = 3x6 =
9-4-10 17-1,13 22-10-3 30-7-6 40-0-0
9-4-10 7-9-4 5-8-6 7-9-4 9-4-10
r
0
Plate 011 sets (X,Y): [1:0-3-4,0-0-0], [9:0-0-8,0-0-0]
LOADI, G (psf) SPACING 2-0-0
CSI
DEFL (in) (loc) I/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.33
TC 0.93
Vert(LL) 0.44 13/12 999 M20(20ga) 249/190
TCDL 7.0 Lumber Increase 1.33
BC 0.98
Vert(TL) 0.69 12/11 687
BCLL 0.0 Rep Stress Incr YES
WB 0.56
Horz(TL) 0.21. 9 n!a
BCDL 10.0 Code SSBC
I
I
�
Min Length / LL defl = 360 Weight: 191 (Ibs)
LUMBER
BRACING ,
TOP C ORD 2 X 4 SYP No.1 D
TOP CHORD Sheathed or 2-3-6 on center purlin spacing.
BOT C ORD 2 X 4 SYP No.2D
BOT CHORD Rigid ceiling directly applied, or 1-15:3-7-5, 14-15:4-1-4,
WEBS 2 X 4 SYP No.3
10-11:4-2-0. 9-10:3-7-13, 13-14:4-1-4, 12-13:5-2-12,
11-12:4-2-0 on center bracing.
REACTIONS (Ibs/size) 1=2014/0-3-8, 9=2014/0-3-8
Max Horz 1=-51(load case 3)
Max Uplift 1=-1099(load case 2), 9=-1099(load case 3)
FORCES
TOP CHORD 1-2=-4628, 2-3=-4317, 3-4=-4317, 4-5=-3260, 5-6=-3260, 6-7=-4317, 7-8=-4317, 8-9=-4628
BOT CHARD 9-10=4376, 10-11=3622, 11-12=3622, 12-13=2755, 13-14=3622, 14-15=3622, 1-15=4376
WEBS 2-15=451, 4-15=705, 4-13=-842, 5-13=859, 5-12=859, 6-12=-842, 6-10=705, 8-10=451
NOTES
1) This tnjss has been designed for the wind loads generated by 110.0 m.p.h. winds at 15.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.fi bottom chord dead load, 5.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 56.0 by 28.0 with exposure C
(SBCCIIASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. No end verticals are exposed.
2) This truss has been designed with ANSIlTPI 1-1995 criteria.
III `�%��1`1 t t n r t r r rl r/Z
LOAD CA$E(S) Standard �� C ARK
i
f0.17455 _
Ll
Jobe' — -" -- Truss Truss Type Qty Ply
9468I-DT B ROOF TRUSS 2 1 JT McDERMOTT -GOLF BUILDING
—5 UCIETROSS-CORP. --------`3:3T s"Dec 11 f996 MTcf Indus nes, nc. man 23-09-.44:34 1997--Page 1—
-2-0-0 20-0-0 40-0-0 42-0-0
2-0-0 20-0-0 20-0-0 2-0-0
II 4.00 -12 sx6 =
3
r
�I 3x6 2 l
i. i� 1
a
_ -
3x5 = 3x6 = 2x4 3x6 =
40-0-0
4M-0
3x6 x
4 -
a
3x5 =
LOADI
G (psf)
SPACING
2-0-0
CSI
i DEFL (in) (loc) I/deft
j PLATES GRIP
TCLL
30.0
Plates Increase
1.33
TC 0.00
I Vert(LL) 0.00 / ""
M20(20ga) 249/190
TCDL
7.0
Lumber Increase
1.33
BC 0.00
Vert(TL) 0.00
BCLL
0.0
Rep Stress Incr
YES
WB 0.00
I Horz(TL) 0.00 n/a
BCDL
10.0
Code
SSBC
Min Length / LL deft = 360
i Weight: 230 (Ibs)
LUMBq� BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied, or 1-8:2-3-6, 5-6:3-2-5, 7-8:6-1-3,
OTHERS 2 X 4 SYP No.3 6-7:5-9-13 on center bracing.
1) Gable requires continuous bottom chord bearing.
2) Gable studs spaced at 24 inches on center.
3) Gable studs exceeding 72 inches length to be laterally braced at midpoint. For studs exposed to wind, see MiTek "Standard Gable End Detail".
4) Studslto be fastened with 2x4 M20 plates.
5) This tri ss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CI s (S) Standard