HomeMy WebLinkAbout3946 COPELAND DRALL CVO- %K SHALL COMPLY VVfTHALL PEA' ' r-
t 'RLVAILLNG CODES, FLORIDA BUILDL\G ^,T
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i3UIL C AG DEPT A.
C 'IL . \AT10NA1. ELEC'I'RICC011EAND
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FOUNDATION PLAN
SCALE: 1/8 "= V -0"
90' -4" EDGE OF SLAB
_ 30'- 0" _ 60'-4" --
15' O.C. 15' -0" O.C. - � 20' -2" O.C. 20' -0" O.C. 20' -2" O.C.
SECTION (1)
SECTION
U
0
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N
SECTION
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CU �j
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SECTION
U
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SECTION
STRUCTURAIL DESIGN
CRITERIAL
X 30"
X 30" W/
#5
WIND SPEED
120
M.P.H.
BASIC WIND PRESSURE
25
P.S.F.
ROOF DEAD LOAD
11
P.S.F.
FLOOR LIVE LOAD
40
P.S.F.
FLOOR DEAD LOAD
20
P.S.F.
PAD SECTION
(B)
30"
30" 30"
PAD SECTION
(A)
48"
30"
30"
NOTES;
1) ATTACH PUELINS TO FRAME W/ 1/2" X 1 1/4" ASTM A325 HEXHEAD BOLTS.
2) ALL WEB WIDTHS 1/4" FOR UPRIGHT AND HORIZONTAL SECTION
3) ALL BOLTS TO BE ASTM A325 EITH LENGTHS SUFFICIENT TO HAVE 1" OPEN THREAD WITH NUT IN PLACE
4) HEIGHT TO EDGE OF ROOF SYSTEM IS ASSUMED TO BE 12' -1"
5) WIND SPEED UTILIZED FOR CALCULATION OF UPLIFT AND WIND LOAD IS 120 MPH.
SECTION (3)
CU
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NORTH
1 " INSULATION
EAVE STRUT
SECTION (2)
1
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SECTION (2)
U
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N
SECTION (3)
FOOTING SCHEDULE
26GA. ROOF PANEL, EACH 24" O.C.
WITH 5/8" BOLTS.
11 ZINC ALUM. RIB.
GUTTER 12
� 1�
METAL
PANEL
RIGID FRAME
N
GIRT
M �
6 CONC SLAB 3,000 P.S.I.
N BASE AT 28 DAYS. ON COMPACTED
TRIM EARTH FILL W/ 6X6X 10/10 W.W.
o
MESH, 6 MIL VISQUENE VAPOR
1 " ; :.r... ; , .; ;...:;,•:, BARRIER & TERMITE TREATMENT
(MIN.) 12,1
� + MIN.
O O O O O
12 X 18" DEEP MONOLITHIC BELL FTG. - - - J COLUMN PAD WITH 5 - #5 -6" O.C.
W/ 2 - #5 RODS CONTINUOUS. BOTH WAYS AT COLUMNS IN A
25" LAP W/ 6" PENETRATION. WIDENED FOOTING.
(A)
48"
X 30"
X 30" W/
#5
6" OC. EA. WAY.
(B)
30"
X 1.30
X 30" W/
#5
6" O.C. EA. WAY.
(C)
12"
X 18"
X CONT. W/
3 -# 5 CONT.
(D)
6" REINF.
CONC. SLAB
W/
6X6 10/10 W.W.M.
(E)
4" REINF.
CONC. SLAB
W/
6X6 10/10 W.W.M.
c� NZM
ON
6 MIL.
VISQUEEN ON COMPACTED
FILL
AND
TERMITE TREATED.
A
N
30"
30" X 30" X 16"
SQUARE WIDENED FOOTING.
x{5/8" REBAR
30" (4) 3/4" 0 A. BOLTS
LTS
R
—
�
I I M
I I
1/ "BACK
2'2 FROM E GE
OF SLAB
10
(4) 3/4" 0 A. BOLTS
BAY SPACING BAY SPACING
SECTION 1
N.T.S.
WALL SECTION
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8" 8 3/8
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3 (4) 3/4" 0 A. BOLTS
(4) 3/4" 0 A. BOLTS
SECTION 2 SECTION 3 DRAWING
N.T.S. N.T.S.
FLOOR PLAN
THESE PLANS DESIGNED TO MEET THE MINIMUM REQUIREMENTS OF SECTION 1606 SHEET
OF THE 2001 FLORIDA BUILDING CODE, WITH 11 M.P.H. WINDS.
SEAL 1 2
LEONARD G. WOOD, P.E. #47377.
J .. FlIF 8
SECTION (3)
SECTION (1)
SECTION (1)
15-0" O.C. 15' -0" O.C. 20' - -2" O.C. 20' -0" O.C. 20' -2" O.C.
90' 4" EDGE OF SLAB
Pt I A-o-
-
48"
30" X 48" X 30"
SQUARE WIDENED FOOTING.
X5 /8" REBAR
SECTION (1) SECTION (3) SECTION (1) SECTION (1)
FLOOR PLAN
SCALE: 1/8 '= 1' -0"
90' -0"
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14' X 14' ROLL UP DOOR
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WEST ELEVATION
DRAWING
FLOOR PLAN
THESE PLANS DESIGNED TO MEET THE MINIMUM REQUIREMENTS OF SECTION 1606
OF THE 2001 FLORIDA BUILDING CODE, WIT 110 M.P.H. WINDS.
0' 1 'w 1 z—
LEONARD G. WOOD, P.E. #47377.
SHEET
3
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nun
PSALM 12211 -9
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BENT 1
GENERAL NEITES:
I. USE 1/2' X 1' BOLTS FOR ALL GIRT LAP AND GIRT
TO CLIP CONNECTIONS,
2. USE 1/2' 1/2' X 1 1/4' BOLTS FOR ALL GIRT TO COLUMN
FLANGE CONNECTIONS.
3. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY
THE ERECTOR DURING THE ERECTION OF THE BUILDING,
4, ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC„
MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED
PRIOR TO THE INSTALLATION OF THE WALL PANELS.
5. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR
ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLIN AND GIRTS
PRIOR TO INSTALLING PANELS,
6. BEGIN SHEETING AT PEAK,
7, BUILDER TO FIELD CUT OR BACK LAP PANELS AS REQUIRED,
8, BUILDER TO FIELD BEVEL ENDWALL PANEL ON SLOPES OF
2:12 AND GREATER,
L')
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REVISED
BENT 2
DRAWING
FLOOR PLAN
THESE PLANS DESIGNED TO MEET THE MINIMUM R QUIREMENTS OF SECTION 1606
OF THE 2001 FLORIDA BUILDING CODE, WITH 11 .P.H. INDS.
LEONARD G. WOOD, P.E. #47377.
SHEET
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GENERAL NEITES:
I. USE 1/2' X 1' BOLTS FOR ALL GIRT LAP AND GIRT
TO CLIP CONNECTIONS,
2. USE 1/2' 1/2' X 1 1/4' BOLTS FOR ALL GIRT TO COLUMN
FLANGE CONNECTIONS.
3. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY
THE ERECTOR DURING THE ERECTION OF THE BUILDING,
4, ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC„
MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED
PRIOR TO THE INSTALLATION OF THE WALL PANELS.
5. IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR
ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLIN AND GIRTS
PRIOR TO INSTALLING PANELS,
6. BEGIN SHEETING AT PEAK,
7, BUILDER TO FIELD CUT OR BACK LAP PANELS AS REQUIRED,
8, BUILDER TO FIELD BEVEL ENDWALL PANEL ON SLOPES OF
2:12 AND GREATER,
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ISSUE DATE
REVISED
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DRAWING
FLOOR PLAN
THESE PLANS DESIGNED TO MEET THE MINIMUM R QUIREMENTS OF SECTION 1606
OF THE 2001 FLORIDA BUILDING CODE, WITH 11 .P.H. INDS.
LEONARD G. WOOD, P.E. #47377.
SHEET
5
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RAKE CHANNELm -
LAP VARIES
(4)
1
RAFTER
(SHAPE VARIES)
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RAFTER FLANGE (2) 1/2' O/X 1 1/4' Q
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LLSIDE WASHER
NUT ANL
FLAT WAS
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2' -3 1/8'
GUTTER STRAP
36' ❑,C,
RAKE FACIA —j-
CLOSURE
TRIM
EAVE GUTTER
14 X 7/8' SDS -
W /WASH 6' O.C.
14 X 7/8' SDS
W/❑ WASH 12' O,C.
OUTSIDE
CLOSURE
14 X 7/8' SDS
W /WASHER
2 PER STRAP
—ROOF PANEL
INSIDE CLOSURE
TAPE SEALER
TOP & BOTTOM
—12 X 1 1/4' SDS
W /WASHER 4' ❑,C.
12 X 1 1/4' SDS
W/O WASHER 12' ❑,C.
EAVE STRUT
WALL PANEL
Duui"�
/ - PURLIN
PURLIN
i
LAP VARIES
14 X 7/8' SDS
W /WASHER (12' O.C.)
W /SEALANT
ROOF PANEL
RAKE FACIA — x
412 X 1 SDS
W/❑ WASHER
(12' ❑.C,)
14 X 7/8' SDS
W/❑ WASHER
(12' ❑,C.)
OUTSIDE
CLOSURE
RAKE CHANNEL
\—PURLIN
#12 X 1 1/4' SDS
(CAD. PL,)
(TYP,)
* ENDWALL PANEL
1 1/4'
C.�
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(TYP,)
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(SHAPE VARIES)
THESE PLANS DESIGNED TO MEET THE MINIMUM REQUIREMENTS OF SECTION 1606
OF THE 2001 FLORIDA BUILDING CODE, WITH 110 .P.H. WINDS.
l k
i L / SEAL
'll
EONARD G. WOOD, P.E. #47377.
ISSUE DATE
REVISED
DRAWING
FLOOR PLAN
SHEET
7
❑ F" 8
rw.ir a�-r ni.r 1/4
#12 X 1 1/4' SDS ni T-
#12 X 1 1/4' SDS
W/❑ WASH
EAVE STRUT --\ (TYP.)
GUTTER
1/4' x
EAVE
STRU
ROOF PANEL
TAPE SEAL
EAVE STRUT
TAPE SEAL
CAULK WITH -
ELASTOMERIC
SEALANT
POP RIVET—
- -A -FIELD BEND BOTTOM
OF GUTTER DOMN
INTO DOWNSPOUT
- DOWNSPOUT
BOTTOM OF GUTTER
CROSS CUT
SECTION 'A'
WALL PANEL EVEN FOOTAGE BUILDING LENGTH
POP RIVETS
(TYP.)
#12 X 1 1/4' SDS SEALANT TAPE
(W /WASHER) (CONTINUOUS,
TURNED DOWN
AT EAVE)
SECTION THRU SIDELAP
12'
12'
12'
EAVE GUTTER
EAVE FACIA OR
RAKE CLOSURE
CORNER
12" 12' 12'
PANEL SIDELAPS
FINISHE
EAVE
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(6)
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GENERALD NOTES:
(1) BLOCK GIRTS TO BE LEVEL POSITION BEFORE STARTING PANEL ERECTION,
MAINTAIN BLOCKING UNTIL PANEL TO STRUCTURAL FASTENER ARE INSTALLED
(2) ALIGN AND PLUMB FIRST WALL PANEL WITH ROOF PANEL.
(3) TO PREVENT OIL- CANNING, ALL PANEL FASTENERS SHOULD START FROM BASE
ANGLE AND SECURED TO EACH STRUCTURAL GIRT TOWARD EAVE,
(4) THERE IS A PLUS OR MINUS TOLERANCE BUILT INTO THE WALL PANEL,
MEASURE AND MARK 36' ❑,C. BEGINNING AT THE STEEL LINE WITH PANEL
ALONG THE BASE ANGLE TO CHECK DIMENSIONS GAINED OR LOST DURING
INSTALLATION,
(5) FOUNDATION MUST BE SQUARE, LEVEL AND CORRECT TO THE OUT
STEEL DIMENSION,
(6) ERECTI ❑N CREW IS TO CLEAN ALL WALL PANELS BEFORE LEAVING JOBSITE,
(7) ALL METAL SHAVINGS OCCURRING AS A RESULT OF DRILLING OPERATIONS ON THE
ROOF ARE TO BE REMOVED IN SUCH A MANAGER AS TO PREVENT DAMAGE OR
STAINING OF ROOF FINISH, (THIS SHALL BE DONE AT THE END OF EACH DAY,)
GENERALD NOTES
(1) LOCATE THE CENTER OF THE FIRST MAJOR RIB EXACTLY OVER
STEEL LINE - ATTACH PANELS THEN ATTACH CAP SHEET,
(2) EACH SIDE OF PANEL AND CAP MUST BE RUN IN CONJUNCTION
WITH EACH OTHER, TO INSURE CORRECT ALIGNMENT,
(3) REFER TO DIFFERENT SECTIONS ON ON ERECTION DRAWING FOR DETAILS
RELATING TO EAVE ALIGNMENT OF ROOF PANELS, SEALER APPLICATION,
FASTENER TYPES, AND SPACING AND BUILDING ACCESSORIES LOCATION
ON ROOF,
(4) ALL DAMAGE POINT FINISHES ARE TO BE RETOUCHED TO PREVENT RUSTING,
(5) THE EVENT A SCREW IS INSTALLED IN THE WRONG LOCATION OR SHOULD
A SCREW BREAK DURING THE DRIVING PROCESS, REMOVE THE SCREW AND
INSTALL ONE OF A LAGER DIAMETER TO PREVENT LEAKING, IF REMOVAL OF
SCREW IS NOT POSSIBLE, WATER PROOFING MEASURES ARE TO BE
TAKEN TO PREVENT LEAKING.
(6) CONCENTRATED HEAVY LOADS (PERSONNEL OR MATERIALS) OCCURRING ON ROOF
DURING CONSTRUCTION SHALL BE DISTRIBUTED UNIFORMALY OVER A LARGE
AREA IN SUCH A MANNER AS TO PREVENT DAMAGE TO BUILDING COMPONENTS
(7) ALL METAL SHAVINGS OCCURRING AS A RESULT OF DRILLING OPERATIONS ON THE
ROOF ARE TO BE REMOVED IN SUCH A MANAGER AS TO PREVENT DAMAGE OR
STAINING OF ROOF FINISH, (THIS SHALL BE DONE AT THE END OF EACH DAY,)
NOTES
1. FIELD TRIM BOTH FLANGES OF
INSIDE GUTTER SECTION AS SHOWN,
2. APPLY 1/4' BEAD OF SEALANT 2'
FROM OUTER EDGE ON OUTER SECTION,
3. PLACE GUTTER SECTIONS TOGETHER
WITH 2' LAP,
4, SECURE GUTTER SECTION TOGETHER
WITH POP RIVETS.
NOTE
TAPE SEALANT REQ'D BETWEEN
GUTTER STRAP AND ROOF PANEL
AT SCREW LOCATIONS,
PSALM 1224 -9
#12X 1 1/4" SDS
W/❑ WASHER
)VE STRUT (12' O.C.)
(TYP,)
1 1/4' SDS
WASHER
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(TYP,)
#14X 1 1/4' SDS
W/❑ WASHER
(1) AT BASE
AND EACH GIRT
(1) BETWEEN EACH
INTERMEDIATE GIRT
(2) IF GIRT SPACE IS
GREATER THAN 6' -0" (TYP.)
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W/O WASHER
(1) AT BASE
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AND 7' -4' GIRT
TYP, AT EACH SIDELAP)
'X 1 1/4' SDS
0 WASHER AT BASE
PER PANEL ONE EACH
)E OF MAJOR RIBS.
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ISSUE DATE
REVISED
DRAWING
FLOOR PLAN
GUTTER SPLICE ASSEMBLY
SIDELAP FASTENER LAYOUT
14 X 7/8' SDS W /WASHER
THESE PLANS DESIGNED TO MEET THE MINIMUM REQUIREMENTS OF SECTION 1606
OF THE 2001 FLORIDA BUILDING CODE, WITH 11A M.P.H. WINDS.
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LEONARD G. WOOD, P.E. #47377.
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INTERMEDIATE PURLIN IN FASTENER LAYOUT
#12 X 1 1/4' SDS (W /WASHER)
(3) PER PANEL
PEAK PANEL, ENDLAP AND EAVE FASTENER LAYOUT
#12 X 1 1/4" SDS (W /WASHER)
(9) PER PANEL
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