HomeMy WebLinkAboutAPPROVED -060921 21ps4860 Fort Pierce Pavilion - FOR FABRICATIONNO. REQD
DESCRIPTION
MARK
5
BEAM
CTB-24
10
COLUMN
C-1
4
FASCIA
F-1
4
FASCIA
F-2
2
FASCIA
F-3
FINISH
PART & MATERIAL LIST
WOOD MATERIAL LIST
SIZE
LENGTH
NOM,
LAMS
LUMBER
CAMBER
DETAIL
ON SHT.
NOTES
LOAD
✓
MARK
CONN.
NO.
SEE
DETAIL
2"
24F-V3
NONE
1
MK-1
S-1
20
40
100
5" x 6 %"
15'-0"
2"
24F-V5
NONE
—
1,2
2 x 6 NOM.
10'-0" (Untrimmed)
#1 S.Y.P.
NONE
3
2 x 6 NOM.
14'-0" (Untrimmed)
#1 S.Y.P.
NONE
—
3
2 x 6 NOM.
16'-0" (Untrimmed)
#1 S.Y.P.
NONE
—
3
SHOP NOTE:
#1-FAB. W/PRESSURE TREATED LUMBER PER AITC 109, GROUND CONTACT.
#2-FINISHED 4 SIDES.
#3-PRESSURE TREATED PER AITC 109, ABOVE GROUND USE.
12
3
1'-8 %" 1. 1.6 %"
')At All r/r rnr
A.I.T.C. CERTIFICATE & MARKS
MATERIAL: STRESS GRADED, KILN DRIED
SOUTHERN PINE LUMBER
ADHESIVE: WATERPROOF
12'-0"
10 II CONN. S-1
SYM.IABT.
Q
I �O
00
24'-0" OUT TO OUT
.ILLING
)LUMN
2 MK-1 (5" x 10" x %4" Plate)
4 %4" 0 x 61/2" M.B.
cq� �Oti Qo
CTB-24
5" WIDE
SLAB (NOT BY E.S.)
MISCELLANEOUS MATERIAL
HARDWARE SCHEDULE DECKING
DESCRIPTION ON. SH NOTES LOAD 2376 FBM 2" S.Y.P., #1 GRADE, EVIS
5" x 10" x y" Plate 1 A LENGTHS: (66) 10'-0", (33) 16-0", (66) 18'-0"
%" O x 6Y" M.B. A 13 LBS. OF 16d GALVANIZED COMMON NAILS.
4" A.R. NAILS B - - T -,
SHOP NOTES:
A) HOT DIPPED GALVANIZED.
B) GALVANIZED COATING.
Attach each Deck board to each support
/ 2" DECK with (1) 16d Toe -nailed thru the tongue
f/ and (1) 16d face nail.
Install Deck with Tongue up the slope.
FASCIA DETAIL
5" WIDE LAM. COLUMN
ALLOWABLE SOIL BEARING
STRESS IS ASSUMED TO BE
2000 PSF.
0'-0"
II 2x6 FASCIA
CAULK ALL END
JOINTS IN FIELD
(Not by EnWood)
ERECTION NOTE
LOAD
Note: Deck lengths are nominal.
Ends to be field trimmed.
1 ROLLS OF TITANIUM UDL 25 UNDERLAYMENT
FABRAL 29 ga. GRANDRIB 3 PLUS METAL ROOFING (Color: Standard)
PANELS REQ. UL CLASS 90 and CLASS 60, ENDOCOAT PAINT SYSTEM
1 LBS. OF 1" GALV. ROOFING NAILS
FASCIA
#1 2x6 S.Y.P. PRESSURE TREATED (SEE WOOD MAT. LIST)
3 LBS. OF 16d GALV. COMMON NAILS
#1- ALL MEMBERS MUST BE PROPERLY
BRACED UNTIL THE STRUCTURAL
ROOF SYSTEM HAS BEEN COMPLETED.
#2- HAMMER 6- 4" ANGULAR RING NAILS 2"
INTO EMBEDDED PORTION OF COLUMN.
#3- NO BRACES ARE REQUIRED BETWEEN
COLUMNS AND CURVED TAPERED BEAMS.
#4- TO REDUCE RISK OF CRACKING IN ANY
CONCRETE SLAB, RECOMMENDED 0.5"
EXPANSION JOINT AROUND FOOTING, TYPICAL.
° . —
4" A.R.NAILS
o
a o0
30" O.D. CONCRETE
ENCASEMENT v
(NOT BY E.S.)
Fabio
FOOTING EMBEDMENT DETAIL
(Materials not supplied by EnWood Structures)
(Designed by FB Design, LLC)
(N.T.S.)
WEIGHT OF HEAVIEST MEMBER IS 542 LBS. (CTB-24)
OZ DESIGN DATA
tip° 4 D.L. = 12 PSF
L.L.roof = 20 PSF
3 v FBC 2020 7th Edition, ASCE 7-10
v°� o Vult=160mph, EXP. C, Risk Cat. II
Baldini
COPYRIGHT (C) ENWOOD STRUCTURES - RALEIGH, NC -- ALL RIGHTS RESERVED AND ENFORCED.
0
F-2
F-2
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CTB-24 (TYP.) —
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2'-0"
20'-0" 2'-011 c�
24'-0"
FRAMING PLAN
NO SCALE
Digitally signed
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B 0, ✓//,�
by Fabio Baldini
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Date: 2021.06.10
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11:08:53 -04 00
STATE
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TONAL
111111 W
DRAWN
ENWOOD
CLEARANCE DATA - MATERIAL
RRH
HEIGHT
LENGTH
WTDTTI
4/23/21
AITC
�
axs�
ShTRUCTURE
ENGINEERED WOOD PRODUCTS
24'-0"
CHECKED
FB
4/23/21
"IN EVENT OF ERROR, DEFECTIVE MATERIAL, AND/OR
WORKMANSHIP, PLEASE NOTIFY THE NEAREST ENWOOD SALES
OFFICE IMMEDIATELY. ENWOOD RESERVES THE RIGHT TO
INVESTIGATE AND CORRECT ALL ALLEGED ERRORS AND DEFECTS"
24' x 36' RALEIGH MODEL
OUR JOB NO. Fort Pierce Pavilion SHEET
21-PS-4860 5445 Palmetto Ave - Fort Pierce, FL 34982 1
APPROVED FOR OF
FABRICATION ARCHITECT
FB
REVISIONS 4/29/21 CONTRACTOR ONE