HomeMy WebLinkAboutTruss Placement 3-19-15WARNING* Tf7=7777ER M,
TIMBER
PRODUCTS
EAST COAST TRUSS
5285, ST, L�JCH BLVD. FT, PIERCE. FL 34()646
(-)f 11C_E: U72) 466-246f) f A_','s,: (772)-166_ -53 16
0—
% --- J CUSTOMER:PGA Reserve, Inc
ztt JOB NAME: PGA Clubhouse Addition
1211-1 ADDRESSA916 Perfect Drive
LLI C ITY/COUNTY: Prot. St. Lucie/St. Lucie
1< JOB # 27371R
JOB #
MODEL:Custonn
EXISTING SQ FT 165
DATE It
6IG15"1.003 (3) (c), EAST COAST TRUSS is the
NOTE; "Truss Design Engineer"
Trusses are designed in accordance with the
EXISTING BUILDER 1-0 PROVIDE SLOPE ON FLAT TRUSSES TO PREVENT WATER FROM PONDING, Florida Building Code
'CUSTOMER ACKNOWLEDGEMENT NOTE: z 3 37' 1"
30psf TOP CHORD LIVE LOAD I'M
COVERS 25 psf LIVE LOAD 27" DEEP ROOF TRUSSES NOTE:
C FLAT ROOF ARE
ALL RTU'S MUST DISTRIBUTE WEIGHT (SLOPE BY OTHERS, nOSS MUM T US S DUE TO RAIR. By approving this placement plan(s), signaturedACR7OSSMINIMUM 3 TRUSSES.
TRUSSES CANTILEVER, NO BRG. THIS END TRUSSES CANTILEVER, NO BRG. THII; END anywhere on this sheet, the customer or his I I I
4" CONCRETE BRG. TOP representitive acknowledges that this placement plan
la-U'A.F.F. complies with the structural intent of the project.
0 4XI0 BEAM BY BLDR. The customer also acknowledges that this approval
U, TOP 8--11"A.F.F.
y / - authorizes EAST COAST TRUSS to manufacture these
. ............ .............. ......... ......... ...... ..... .......... ....... ..........
trusses an deliver them to the project indicated on this
P
C,
L
_210, 0„ z 0", \x, 2'0"- Z\0 Z10" 2'0" 18,
011, 21 91 �orl 2. & /t I drawing.
c)
U. The customer also acknowledges that he/she accepts
2X 2 F IA NO Q 16' O.0 BN 80 _DE I X 10 U.
�0
/\ I � 1, r financial responsibility for any repair, engineering, and
It / \ 1 1, J- I & 81, 67 3/4" 1 11 J J7 13/ 1 WI 11 Ill -I-[/, \4 7 2" 41 2 30 7 _FIONS
10 co Q BEARING ELEVA labor required due to errors other than those of EAST
\SCR -EN V ALL
7� /Z 77 7 Z21
COAST TRUSS,
IFT1 5
1U-U' A. F.F.
co
FTJEIPFT�\\�\,
X, I Signed: —Date: Ll
12SIZ /_\Z A2
Lzzz_o�
7 7,- 7 V, 2' 0ti
77 T11\
T 1 V-4" A.F.
4
11 91
U24 U2
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'4
IUS26
-2
L72 \\ / ' � I —
FT
�G06
a- / 1 1. \ 1;� Ll
ISS
COD E F BIC 201 O/TP 12007 ASC E 7-10
ev, < is ill 4-3/4" A.F.F. CL
HHUS28 2 p7,-AO9G DESIGN CRITERIA C&C
U2? ID
FT20
J, 8' 3 .8 /16"
FT31
9116. 3. rCGUPANCY
us a�z FT2C\,
�14 A07 EXPOSU E C
U24, 7
0
:_ h�'�2/2
'77/77,
S28lF k2a
LZ U24 =`,5
163 5/16"
39'� JIA' FG06 HHU520-2 KT20
A03
101, 11, 01 U24 U24
2 1� YB" 7\0Z, 2 2 0", �,v -1, W 2- 3" '201, 2 ;Z 0 Z 0", �2'0" �2' 0", Z 0"
16 4" A. Rr. 25
_O P7 I
X_WL, 0. MEAN HEIGHT
114!.' 2 0"
0113 2 011
C14 -77-
Hin LL 1, N11
\J 1[j IJ21 U2. FT20 \ , / A01
V 10 1/2" 30'1 15116"= <
F 6�, I
RT --FT21A, V
MU. 6 04
\X/ e
No
W,
NIF050110
9! NOVA I W101
111000,
0 "Ili'
1! a WA 111
W&I
I 12-21
MINE
611 ROO
b
C1,44
OF
o
4" CONCRETE BRG. Cps m co M co M cc I ca co M 0 co
711 OOF
G
/<
b"
7/12 ROOF
F01OG
N
F06
b
F05
PBQ2
7/12 ROOF
_ASAI/
5- 3" 12
5' 3" 7
F02
F03
PBO4 -A 6 5/8" 3.5
P12
F 04G 2 LY.
K
ej3F
OCTAGON ROOF END DETAIL
7;1 ROO
✓
0
U. U_ LL LLL 6 US"
1 T 3 7/8"
63ff'
STEEL 1-EAM
B,C & D SPAN TRUSSES END DETAIL
ALL RTU'S MUST DISTRIBUTE WEIG
ACROSS MINIMUM 3 TRUSSES.
12
7
12
3.5
63"
OCTAGON ROOF END DETAIL
t_
IO
lk
F07G
F06
F05
F01
5'
F02
F03
TRUSS PLACEMENT PLAN
V
SCREEN W/
-FT21A/ EXISTING WALLS
01
IA /X KI A01 ED]= DBL. 2X LEDGER BY BLDR. BUTT. @ 10'-10" A.F.F. U.
7112 ROOF i o FL-72 DBL, 2X LEDGER BY BLDR. TOP @ 11' 11-1/2" A.F.F. FLOOR: DUR FACTOR= 1. 0
J FT21AI,
A01
PSF=TCLL-TCDL-BCL.L.-BCDL
7112 ROOF
PE CEILING
A FT21A T;
40.0,10.070.015.0
12
-�22 x If2 2XSILL
01
'LATE
ROOF: DUR FACTOR= 1.25
7
FT2.2 FLAT ROOF SLOPE BY BUILDER PSF=TCLL-TCDL-BCLL-BCDL
SCOPE ... . . .... . ...... ......
FT22 L
A01
3 0.0,2 0. 0, *10. 0, 10 cl
FT22
A01 V
LOADS PER IBC & FRIC
9 FT2,1,' \x/
FT2\4,� A01
r2b o 6 5/8" HEEL
A01 12315 CONCURRENT BC STORAGE ILL 20 ps f �.
o 61/2"
IA I) FT2� Lu All
=T27 A SPAN TRUSSES END DETAIL
!K LL
7 ---------
A02
FT2'8
1,:� 14"' A04 DEFINITIONS
z
A06 MWF MAIf�J WIND FORCE
//l 7 8 W 7112 ROOF
EV&C ICOMPONENTS AND CLADDING
7/12 AOSG REC,
FOB = TOP OF BEARING
MAR 1 9 2,015 FIC =TOP CHORD LL
< BC = BOTTOM CHORD
Public Works LL =LIVE LOAD
St. LuQle countFL
DL =DEAD LOAD
Ax/4�Al knAk-
y,
Y
- ----- LLI w Lu
PBOS
UNLESS SHOWN ON ENGINEERED TRUSS
7/12 ROOF ROOF
W c)
ALL GIRDER/COLUMN LOADS MUST
oI ' K` ON ENGINEERED TRUSS DRAWING.
2PLY
X, F -M-ETRUIVOTA717-977=7
RECOMMENDED ON FLOOR TRUSSES
SPANNING 20�-O" OR MORE
•2
F`
7()ROO
OUST BE SET WITH A SPREADER BAR. THE
SPREADER BAR SHOULD BE AT LEAST 1/2
�✓ _/3 IN LENGTH AS THE SPAN OF THE TRUSS
3EING SET.
REFER TO BCI-131 FOR COMPLETE`""
LY ERECTION AND SAFETY PROCEDURES.
1 V2 3/4" 11'211116" )k 17' 101/4" 67 3/4" ALL BEAMS BY BUILDE17—
38'315/10"
0.
a
SUPPORT ANY PLANT SHELVES .0-f
REVISIUNS
1-08-11-2014-Revised for mechanical - SJ 'V-
2-09-29-2014 - Added 2 octagon roofs -Altered 4—
RTU Locations-SJ 0
3-10-22-2014 Moved F08G girder truss 8"-Re-
ith - T_
run job with 30psf LL_SJ
4- Q)
'if plotted 2436) . Designed By: SJ
TRAZ�:
=71lqTF=G =RRIG SHEET'S FOR 11ME
COMPONENTS AS D�_FINED BY WTCA 1 - 1995.
1) FOR THE ERECTION BRACING FOLLOW
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
LL BEARING POINTS MUST BE
UIAPHRAMS HAVE NOT BEEN ANALYZED BY
INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
NSTALLED PRIOR TO INSTALLING
[DAMAGED
EAST COAST TRUSS.
2) PERMANENT BRACING FOR -1 HE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE:
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
FOR ERECTION AND INSTALLATION OF TRUSSES
ESPONSIBILITY OF OTHERS.
ALTERATIONS AIND/OR REPAIRS TO TRUSSES IN
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
NY TRUSSES! FAILURE TO DO SO MAY RESULT
FOLLOW INSTRUCTIONS ON THE BCSI-131 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
N TRUSSES AND WILL VOID ALL WARANTIES.
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
FENGINEERING TRUSS DRAWINGS.