Upload
others
View
0
Download
0
Embed Size (px)
Citation preview
P
E
N
S
A
C
O
L
A
B
E
A
C
H
B
L
V
D
PROJECT
LOCATION
P
E
N
S
A
C
O
L
A
B
E
A
C
H
B
L
V
D
SITE
LOCATION
*
P E N S A C O L A B E A C H
L I T T L E S A B I N E B A Y
S A N T A R O S A S O U N D*S A N T A R O S A S O U N D
Project Name and Address
Scale
Drawn by
Date
G0
Sheet
Firm Name and Address
(850) 232.1759
Pensacola, Florida 32591
P.O. Box 12282
Revision/Issue Date
09.24.2019
AS SHOWN
RT
CERTIFICATE OF AUTHORIZATION
#27540
ENGINEERING, INC.
CORNERSTONE FACILITIES
FOR APPROVALA
G0
C1
S1
S2
S3
S4
S5
S6
S7
S8
S9
S10
COVER PAGE
SITE PLAN
NOTES
PILE LOCATION PLAN
CLIMBING STRUCTURE PLAN
STEEL TO DECK LAYOUT
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
CONTRACTOR
XX
SHEET INDEX:NO FIELD REVISIONS TO ANY STRUCTURAL COMPONENTS SHALLBE MADE WITHOUT APPROVAL OF THE OWNER / ENGINEER,THIS INCLUDES BUT IS NOT LIMITED TO REVISIONS DUE TO MISSLOCATION, MISFIT, OR ANY OTHER ISSUES.SITE SHALL BE LEFT IN AS-IS CONDITION, ANY REMOVAL ORDAMAGE TO EXISTING FACILITIES SHALL BE REPLACED ORREPAIRED AT THE CONTRACTOR'S EXPENSE.ITHE CONTRACTOR AND SUB-CONTRACTORS SHALL COORDINATETHEIR WORK IN ACCORDANCE OF THE GUIDELINES,REGULATIONS AND REQUIREMENTS AS SET FORTH BY THEESCAMBIA COUNTY & SANTA ROSA ISLAND AUTHORITYBUILDING AND ZONING REQUIREMENTS.ALL WORK SHALL COMPLY WITH THE 2017 FLORIDA BUILDINGCODE AND ESCAMBIA COUNTY ORDINANCES.THE GENERAL CONTRACTOR SHALL REVIEW ALL DOCUMENTSAND EXISTING FIELD CONDITIONS PRIOR TO THE START OFCONSTRUCTION AND REPORT AND DISCREPANCIES WITH THEENGINEER OF RECORD.THE GENERAL CONTRACTOR SHALL PROVIDE ALL METHODSNECESSARY TO PROTECT THE SITE, STRUCTURES, WORKERS ANDUTILITIES DURING CONSTRUCTION.
GENERAL SCOPE:
THIS PROJECT CONSISTS OF
PILING INSTALLATION, DECK
CONSTRUCTION & ERECTION OF
A CLIMBING WALL STRUCTURE.
OCCUPANCY CLASSIFICATION:
PUBLIC
CONSTRUCTION DESCRIPTION:
INSTALL CLIMBING WALL & DECK AT THE
PORTOFINO ADVENTURE PARK
BUILDING CODES:
2017 FLORIDA BUILDING CODE
BUILDING CODE ACI 318-14
"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
AND COMMENTARY"
ZONING:COMMERCIAL
PROJECT LOCATION
PREMIER ADVENTURE PARK
460 PENSACOLA BEACH BLVD
PENSACOLA BEACH, FL 32561
OWNER
PREMIER ADVENTURE PARK
A D V E N T U R E C L I M B I N G D E C K
PENSACOLA BEACH, FLORIDA
PORTOFINO
NORTH
L O C A T I O N M A P
NORTH
V I C I N T Y M A P
ADVENTURE CLIMBING DECK
P:\C
on
do
min
iu
ms\E
ast\P
orto
fin
o\A
dve
ntu
re
C
lim
bin
g D
eck\O
ur D
ra
win
gs\P
orto
fin
o_
Ad
ve
ntu
re
C
lim
bin
g D
eck.d
wg
, 1
0/7
/2
01
9 2
:0
6:5
8 P
M
X
X
X
X
X
X
X
PE
NS
AC
OLA
B
EA
CH
B
OU
LE
VA
RD
(S
TA
TE
R
OA
D N
O. 399, R
/W
W
ID
TH
V
AR
IE
S)
SANTA ROSA SOUND
X
X
X
X
X
X
X
X
X
GULF
POWER
\ \
\ \
\ \
\ \
\ \
\ \
\ \
\ \
\ \
\ \
\ \
\ \
\ \
\ \
\ \
\ \
COVERED
CONCRETE
COVERED
CONCRETE
CONCRETE
WOOD
OFFICE
4' CHAIN LINK
FENCE
EX
WOOD
DECK
EXISTING
GAZEBO
EXISTING
GRAVEL PARKING
EXISTING
STORMWATER
RETENTION
AREA
30
' M
ER
S S
ET
BA
CK
EXISTING
GAZEBO
EXISTING
GAZEBO
EXISTING
GAZEBO
LA
ND
IN
G
LANDING
LANDING
LANDING
LANDING
HANDICAPP ENTRANCE
S I T E P L A N
6'12'
0
GRAPHIC SCALE
2'
1/8" = 1'-0"
8'4'NORTH
BENCHMARK~ "X" SCRIBED IN
THE SOUTHEAST CORNER OF
CONCRETE FLAG POLE BASE
ELEVATION= 7.64' (NAVD88)
R
A
M
P
PROJECT
ELEVATION 0'-0"
(TOC)
(REFERENCE)
TIKI AREA
W
O
O
D
B
O
A
R
D
W
A
L
K
R
A
M
P
W
O
O
D
B
O
A
R
D
W
A
L
K
EXISTING
STORMWATER
RETENTION
AREA
PROJECT WORK AREA
Project Name and Address
Scale
Drawn by
Date
C1
Sheet
Firm Name and Address
(850) 232.1759
Pensacola, Florida 32591
P.O. Box 12282
Revision/Issue Date
AS SHOWN
RT
CERTIFICATE OF AUTHORIZATION
#27540
ENGINEERING, INC.
CORNERSTONE FACILITIES
FOR APPROVALA
EXISTING SITE PLAN
EXISTING CONDITIONS
09.24.2019
PENSACOLA BEACH, FLORIDA
PORTOFINO
ADVENTURE CLIMBING DECK
P:\C
on
do
min
iu
ms\E
ast\P
orto
fin
o\A
dve
ntu
re
C
lim
bin
g D
eck\O
ur D
ra
win
gs\P
orto
fin
o_
Ad
ve
ntu
re
C
lim
bin
g D
eck.d
wg
, 9
/2
6/2
01
9 1
2:1
7:0
9 P
M
GENERAL NOTES:
1. THE DESIGN ASSUMES THE DECK WILL BE SUPPORTED ON A GRID OF
PILES ON APPROXIMATE 8'x9' CENTERS.
2. IT HAS BEEN ASSUMED THE PILES WILL HAVE AN APPROXIMATE 12"
DIAMETER.
3. TYPICAL DECK PILES WILL HAVE A MAX UNFACTORED LOAD OF 8 KIPS.
4. CLIP AND CLIMB SUPPORT STRUCTURE PILES (BLACK) WILL HAVE A
MAX UNFACTORED GRAVITY LOAD OF 16 KIPS AND A MAX
UNFACTORED UPLIFT LOAD OF 11 KIPS.
5. INSTALL TIMBER PILES TO THE RECOMMENDATIONS PRESENTED IN
THE SITE EVALUATION PERFORMED BY "GEO CON, ENGINEERING &
MATERIALS TESTING, INC.".
6. TOP OF PILE - 0'-1
1
2
" UNLESS NOTED OTHERWISE.
1. SITE PREPARATION TO INCLUDE THE REMOVAL OF SURFACE VEGETATION, TOPSOIL, DEBRIS, ETC. FROM WITHIN THE FOOTPRINT OF THE NEW
STRUCTURE SO THAT THEY DO NOT AFFECT PILE INSTALLATION. REMOVE THE EXISTING MATERIALS TO A DEPTH OF ONE TO TWO FEET BELOW EXISTING
GRADES. DEWATER SITE AS NEEDED TO ALLOW
INSTALLATION OF PILING.
2. STRUCTURAL FILL SHOULD BE PLACED IN 8 INCH LOOSE LIFTS AND COMPACTED TO AT LEAST 98% ASTM D-698 STANDARD COMPACTION AT
MOISTURE CONTENTS WITHIN +/- 3% OF THE MATERIAL'S OPTIMAL MOISTURE CONTENT. ONCE THE SURFACE OF EACH LIFT OF STRUCTURAL FILL IS READY
FOR THE NEXT LIFT, THE EXPOSED SOIL SHOULD BE MAINTAINED AT THE PLACED MOISTURE CONTENT UNTIL THE NEXT LIFT OF FILL IS PLACED.
STRUCTURAL FILL REQUIRED FROM AN OFF-SITE BORROW SOURCE SHOULD MEET THE SANTA ROSA ISLAND AUTHORITY AND ESCAMBIA COUNTY COLOR
REQUIREMENTS AND ALSO THE FOLLOWING MINIMUM REQUIREMENTS:
A)EXHIBIT SP OR SP-SM CLASSIFICATION ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
B)HAVE A MAXIMUM OF 10% SOIL FINES PASSING THE NO. 200 SIEVE
C)HAVE A MAXIMUM LIQUID LIMIT (LL) OF 20%
D)HAVE A PLASTICITY INDEX (PI) OF 0% (NON-PLASTIC)
E)HAVE A MINIMUM STANDARD PROCTOR (ASTM D-698) MAXIMUM DRY DENSITY OF 98 PCF
3. TIMBER PILES WITH A MINIMUM BUTT DIAMETER OF 12 INCHES AND A MINIMUM TIP DIAMETER OF 10 INCHES WILL BE USED. PILES SHOULD BE AT
LEAST 2.5 CCA TREATED TO PREVENT DECAY AND SHOULD BE DRIVEN TO FIRM TIP EMBEDMENT IN THE NATIVE SAND STRATA. TIMBER PILE TREATMENT
SHOULD BE IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS' ASSOCIATION STANDARD, C3-99 PILES-PRESERVATIVE TREATMENT BY
PRESSURE PROCESSES. TIMBER PILE INSTALLATION SHOULD BE PERFORMED IN GENERAL ACCORDANCE WITH THE TIMBER PILING COUNCIL'S, TIMBER PILE
DESIGN AND CONSTRUCTION MANUAL.
4. ROUND TIMBER PILES SHOULD CONFORM TO ASTM D 25-99 CLASS B. THE PILING SHALL BE DRIVEN TO A TIP DEPTH OF 18 FEET BELOW GRADE.
VARIATIONS FROM THIS MINIMUM DRIVING DEPTH MUST BE APPROVED BY THE OWNER'S ENGINEER.
5. IF SOFT DRIVING CONDITIONS ARE ENCOUNTERED AT THE DRIVING DEPTH OF 18 FEET THE OWNER'S ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
6. PILES CAN BE PRE- DRILLED OR JETTED TO WITHIN 10 FEET OF TIP ELEVATION AND AFTER A 12 HOUR MINIMUM SETTING PERIOD, DRIVEN TO THE
REQUIRED TIP ELEVATION. THE JETTED OR PRE-DRILLED HOLES SHOULD NOT BE LARGER THAN THE PILE TIP DIAMETER. AFTER PILES ARE PRE-DRILLED OR
JETTED IN-PLACE AND BEFORE DRIVING, CLEAN SAND SOILS DISPLACED FROM THE JETTING PROCESS OR OFF-SITE CLEAN COARSE SAND FILL SHOULD BE
REPLACED AROUND THE PILES. REPLACING SAND SOILS FOLLOWING PRE-DRILLING OR JETTING AND PRIOR TO DRIVING IS IMPORTANT TO HELP THE PILES
CREATE THE SKIN FRICTION CALCULATED FOR THE PROVIDED PILE CAPACITY. IMPROPER PILE INSTALLATION CAN DRASTICALLY DECREASE A PILE'S AXIAL,
UPLIFT AND LATERAL LOADING CAPACITY.
7. PILE DRIVING RESISTANCE SHALL BE RECORDED (BLOWS REQUIRED TO DRIVE THE PILE) AND THE RECOMMENDED DESIGN CAPACITY OF EACH PILE
VERIFIED. PROVIDED THAT THE PILES ARE DRIVEN TO THE PROPER TIP ELEVATION AND A RECORD OF THE DRIVING BLOWS IS RECORDED AND PROVIDED
TO THE OWNER'S ENGINEER TO CONFIRM THE DESIGN PILE CAPACITY, A PILE LOAD TEST IS NOT REQUIRED. THE TEST DATA INDICATED THAT THE SOILS
ALONG THE DRIVING STRATA ARE IN A VERY FIRM TO DENSE CONDITION AND WILL REQUIRE A HAMMER THAT WILL PROVIDE SUFFICIENT ENERGY TO DRIVE
THE PILES TO THE REQUIRED DEPTHS.
PILING NOTES:
Project Name and Address
Scale
Drawn by
Date
S1
Sheet
Firm Name and Address
(850) 232.1759
Pensacola, Florida 32591
P.O. Box 12282
Revision/Issue Date
AS SHOWN
RT
CERTIFICATE OF AUTHORIZATION
#27540
ENGINEERING, INC.
CORNERSTONE FACILITIES
FOR APPROVALA
09.24.2019
PENSACOLA BEACH, FLORIDA
PORTOFINO
ADVENTURE CLIMBING DECK
NOTES
P:\C
on
do
min
iu
ms\E
ast\P
orto
fin
o\A
dve
ntu
re
C
lim
bin
g D
eck\O
ur D
ra
win
gs\P
orto
fin
o_
Ad
ve
ntu
re
C
lim
bin
g D
eck.d
wg
, 9
/3
0/2
01
9 1
:0
8:5
9 P
M
SEE DWG S1 FOR
GENERAL NOTES &
PILING NOTES
LANDING
LANDING
R
A
M
P
TIKI AREA
W
O
O
D
B
O
A
R
D
W
A
L
K
R
A
M
P
W
O
O
D
B
O
A
R
D
W
A
L
K
1
'-
6
"
1
'
-
6
"
P I L E L O C A T I O N P L A N
3'
6'0
GRAPHIC SCALE
1'
1/4" = 1'-0"
4'2'
NORTH
0'-0"
0'-0"
8'-4
3 8
"
10'-1
7 8
"
017'-4
3 8
"
19'-0
13
16
"
23'-11
7 8
"
26'-4
3 8
"
28'-5
7 8
"
32'-11
7 8
"
35'-4
3 8
"
37'-10
7 8
"
44'-4
3 8
"
45'-7
7
16
"
48'-0
3
16
"
53'-4
3 8
"
61'-8
11
16
"
6'-3
15
16
"
7'-1
3
16
"
8'-4
7
8
"
10'-5
3
4
"
13'-6
5
8
"
15'-1
3
16
"
23'-1
3
16
"
29'-10
3
8
"
31'-1
3
16
"
36'-7
3
8
"
37'-7
3
16
"
45'-5
11
16
"
0'-0"
4'-6
3
16
"
9'-0
3 8
"
13'-6
5
16
"
17'-10
3 8
"
26'-4
3 8
"
35'-4
3 8
"
43'-8
11
16
"
52'-8
11
16
"
EDGE OF NEW DECK
12" DIA. PILING
(TYP)
40'-4
3
16
"
43'10
11
16
"
LEGEND:
CLIMB STRUCTURE PILING
DECK PILING
5
'
-
5
3
1
6
"
NOTE 6 (TYP)
(SEE DWG S1)
PROJECT ELEVATION 0'-0" (TOC)
(REFERENCE)
3
'
-
0
"
±
EXISTING DBL. 2x10
WOOD BULKHEAD
Project Name and Address
Scale
Drawn by
Date
S2
Sheet
Firm Name and Address
(850) 232.1759
Pensacola, Florida 32591
P.O. Box 12282
Revision/Issue Date
AS SHOWN
RT
CERTIFICATE OF AUTHORIZATION
#27540
ENGINEERING, INC.
CORNERSTONE FACILITIES
FOR APPROVALA
09.24.2019
PENSACOLA BEACH, FLORIDA
PORTOFINO
ADVENTURE CLIMBING DECK
NEW SITE PLAN
P:\C
on
do
min
iu
ms\E
ast\P
orto
fin
o\A
dve
ntu
re
C
lim
bin
g D
eck\O
ur D
ra
win
gs\P
orto
fin
o_
Ad
ve
ntu
re
C
lim
bin
g D
eck.d
wg
, 1
0/7
/2
01
9 4
:3
9:0
2 P
M
"
2
1
8'-10 9'-0" 9'-0" 9'-0" 9'-0" 9'-0""
2
1
1
"
16
9
9'-2
"
16
3
9'-2
"
16
3
9'-2
"
16
5
9'-1
"
4
1
8'-10"
4
3
1
16
" O
.C
.
JO
IS
T
2
X1
0
RIM
JO
IS
T
2
X1
2
GIRDER
(DBL) 2X12
GIRDER
(DBL) 2X12
"
8
3
1'- "
8
5
1'-7
"
2
1
1'-9
JOIST
(DBL) 2X10
TRANSFER HEADER
(DBL) 2X10
"
16
5
11
"
16
11
1'-8
1'-0
"
1'-0
"
"
2
1
91
'-0
"
"
4
3
9
POLES
UNDER S.W.T.H.
AT JOISTS
BLOCKING
2X10
TRANSFER HEADER
(DBL) 2X10
JOIST
(DBL) 2X10
S.W.T.H. POLES
UNDER TALLEST
JOIST
(TPL) 2X10
1'-0"
1'-0
"
1'-0"
1'-8"
"
4
3
10
"
16
7
1'-
1'-0
"
1'-0"
1'-8"
1'-0
"1
'-0
"
JOIST
(DBL) 2X10
JOIST
(DBL) 2X10
JOIST
(DBL) 2X10
2'-8"
TRANSFER HEADER
(DBL) 2X10
"
2
1
7'-7
7'-9
"
7'-9
"
7'-9
"
"
2
1
7'-7
1'-0
"1
'-6
"
"
8
3
1'-4
"
8
5
1'-3
"
8
3
1'-4
"
8
5
1'-3
1'-0
"1
'-3
"
TRANSFER HEADER
(DBL) 2X10
TRANSFER HEADER
(DBL) 2X10
JOIST
(DBL) 2X10
JOIST
(DBL) 2X10
GIRDER
(DBL) 2X12
9'-0""
2
1
6'-7
NOTES:
2X DECKING OVER JOISTS (TYP)
"
2
1
8'-10 "
2
1
1
63'-0"
"
4
1
1'-9
"
2
1
11'-4
"
2
1
11'-4
8'-0
"8
'-0
""
2
1
8'-1
"
2
1
24
'-1
CONNECTION TO PILE
BOLTS PER HEADER
(2) 5/8" SS LAG
"
4
1
7
2"
INTO PILE
MIN PENETRATION
3"
LEAD HOLES FOR LAG
3x2
1n
GIRDER BEARING
NOTCH PILE FOR
2"
DECK PILE
PILE 12 DIA
GIRDER
(DBL) 2X12
JOIST
2X10
"
4
1
11
WITH TOP OF GIRDERS
PILES CUT FLUSH
"
2
1
2'-2
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
SINGLE 2X10 JOISTS SHALL USE SIMPSON LUS28 SS FACE MOUNT HANGERS
SINGLE 2X10 JOISTS THAT CONNECT AT A SKEW SHALL USE SIMPSON UTILITY CLIP LS90 SS
DOUBLE 2X10 JOISTS NOT LOCATED AT A CORNER SHALL USE SIMPSON HU210-2 HANGERS SS
DOUBLE 2X10 JOISTS LOCATED AT A CORNER SHALL USE HUC210-2 HANGERS SS
TRIPLE 2X10 JOISTS SHALL USE SIMPSON HUCQ210-3-SDS SS
RIM JOISTS SHALL BE FACE NAILED TO HEADERS OR JOISTS WITH (3) 16d RINGSHANK NAILS SS
2X DECKING SHALL BE FACE NAILED OR SCREWED TO EACH SUPPORTING JOIST WITH (2) 10d
RINGSHANK NAILS SS OR #8 SCREW SS
2X DECKING SHALL BE FASTENED TO RIM JOISTS AT 6" O.C. AT A MINIMUM
WOOD SHALL BE #2 YELLOW PINE PRESSURE TREATED, RATED FOR GROUND CONTACT
EXTEND PLANKING IN THIS AREA TO BE APPROX. FLUSH WITH EXISTING CONCRETE SIDEWALK.
IN THIS AREA IN-FILL PLANKING TO BE CLOSE TO SOUTH EXT3ENT OF EXISTING WOOD WALKWAY.
THIS DECK PLANKING WILL BE LOWER IN ELEVATION THA TOP OF EXISTING WALKWAY
IN THIS AREA INFILL DECKING TO THE EAST. SUPPORT EAST ENDS OF NEW PLANKING FROM
EXISTING WOOD BULKHEAD.
C L I M B I N G S T R U C T U R E P L A N
3'6'
0
GRAPHIC SCALE
1'
1/4" = 1'-0"
4'2'
NORTH
X
X
V I E W " Y - Y "
Y
Y
S E C T I O N " X - X "
TYPICAL PILING TOP DETAIL AT GIRDER
2x6 DECKING OVER JOISTS (TYP)
(SEE DECK SPACING DETAIL)
2x6
2x6
D E C K S P A C I N G D E T A I L
NTS
1
4
" GAP BETWEEN
DECK BOARDS
TOP & TOJ = -0'-1
1
2
"
9'-0" 8'-4
3
8
"
7'-9
"7
'-1
1 2
"
2'-9
"3
'-6
1 2
"
1'-7
"
8'-0
"8
'-0
"
8'-0
"
C
L
C
L
C
L
C
L
C
L
C
L
C
L
C
L
C
L
C
L
C
L
C
L
9'-0
5
16
"
1
9
'-
4
5
1
6
"
3
6
'
-
9
"
16
'-0
3 8
"
8'-0
3 8
"
8'-0
"
RAILS NOT SHOWN FOR CLARITY
2x6 DECKING
NOTE
12
*
*
NOTE
12
NOTE 11
EXISTING DBL. 2x10
WOOD BULKHEAD
48 INCH HIGH
AL. RAILING
48 INCH HIGH
AL. RAILING
NOTE 10
10'-0"
Z
Z
S E C T I O N " Z - Z "
NTS
2x6 DECKING
EXISTING DBL. 2x10 WOOD
BULKHEAD
AA
SEE DWG S6
Project Name and Address
Scale
Drawn by
Date
S3
Sheet
Firm Name and Address
(850) 232.1759
Pensacola, Florida 32591
P.O. Box 12282
Revision/Issue Date
AS SHOWN
RT
CERTIFICATE OF AUTHORIZATION
#27540
ENGINEERING, INC.
CORNERSTONE FACILITIES
FOR APPROVALA
09.24.2019
PENSACOLA BEACH, FLORIDA
PORTOFINO
ADVENTURE CLIMBING DECK
CLIMBING STRUCTURE PLAN
P:\C
on
do
min
iu
ms\E
ast\P
orto
fin
o\A
dve
ntu
re
C
lim
bin
g D
eck\O
ur D
ra
win
gs\P
orto
fin
o_
Ad
ve
ntu
re
C
lim
bin
g D
eck.d
wg
, 1
0/8
/2
01
9 7
:5
6:0
5 A
M
TO JOISTS
TO DISTRIBUTE LOAD
BARS AS SHOWN
ORIENT SPREADER
SPREADER BARS
DIRECTION OF THE
ALL COLUMNS IN THE
2X10 BLOCKING UNDER
TALLEST COLUMN
SHORTEST COLUMN
8'-3"
"
16
1
18'-10
"
2
1
10'-3
"
16
1
18'-10
"
2
1
10'-3
"
16
9
4'-9
S T E E L T O D E C K L A Y O U T
NORTH2'
4'0
GRAPHIC SCALE
1'
3/8" = 1'-0"
Q
DWG S7
P
DWG S7
O
DWG S7
M
DWG S5
O
DWG S7
DETAIL
LETTER
N
DWG S7
O
DWG S7
L
DWG S5
TRIPLE JOISTS IN THIS AREA
N
DWG S7
Project Name and Address
Scale
Drawn by
Date
S4
Sheet
Firm Name and Address
(850) 232.1759
Pensacola, Florida 32591
P.O. Box 12282
Revision/Issue Date
AS SHOWN
RT
CERTIFICATE OF AUTHORIZATION
#27540
ENGINEERING, INC.
CORNERSTONE FACILITIES
FOR APPROVALA
09.24.2019
PENSACOLA BEACH, FLORIDA
PORTOFINO
ADVENTURE CLIMBING DECK
STEEL TO DECK LAYOUT
P:\C
on
do
min
iu
ms\E
ast\P
orto
fin
o\A
dve
ntu
re
C
lim
bin
g D
eck\O
ur D
ra
win
gs\P
orto
fin
o_
Ad
ve
ntu
re
C
lim
bin
g D
eck.d
wg
, 9
/3
0/2
01
9 1
:1
2:2
9 P
M
TALLEST COLUMN
(THRU BOLT)
S.W.T.H. COLUMN
PLATES UNDER EACH
1/4" OCTAGON BEARING
SHORTEST COLUMN
BELAY STRUCTURE COLUMNS
COLUMNS
13 S.W.T.H.
DECKING AND BACKERS
THROUGH BOLTS RUN THRU
RUN PERPENDICULAR TO DECKING.
2x6 DECKING BACKER
EACH SIDE OF COLUMN
CENTERED ON TWO ANCHOR RODS
PERPENDICULAR TO DECKING
(2) 2x6 DECKING BACKER RUNNING
BOLTS DO NOT INTERFERE
BRACKETS SO THROUGH
OFFSET ANCHOR
COLUMN (±3")
BELAY STRUCTURE
DIRECTLY UNDER
PILE LOCATED
OPENINGS
ON EACH SIDE OF DECK
(DBL) 2X10 JOISTS
"
2
1
1'-7
"
2
1
1'-1
COLUMN
BELAY STRUCTURE
OR SHEET METAL PLATES
AND TOP OF PILE WITH PLYWOOD
SHIM SPACE BETWEEN DECKING 3/4 - 10 A563 HEAVY HEX NUT, SS
3/4 F436 CIRCULAR WASHER, SS
3/4 - wide - Type A PLAIN WASHER, SS
ANGLED
MAY BE SLIGHTLY
Ø3/4" A36 ANCHOR RODS
BOLT RODS
3/4" A36 THRU
WELDMENT
ANCHOR BRACKET
"
2
1
3
3/4 - 10 A563 HEAVY HEX NUT, SS
3/4 F436 CIRCULAR WASHER, SS
"
2
1
2
"
2
1
3
COLUMN (±3")
BELAY STRUCTURE
DIRECTLY UNDER
PILE LOCATED
SSP100309
SSA100315
L
(FM DWG S4)
SWTH BEARING PLATE DETAIL
M
STEEL COLUMN TO PILE
(FM DWG S4)
Project Name and Address
Scale
Drawn by
Date
S5
Sheet
Firm Name and Address
(850) 232.1759
Pensacola, Florida 32591
P.O. Box 12282
Revision/Issue Date
AS SHOWN
RT
CERTIFICATE OF AUTHORIZATION
#27540
ENGINEERING, INC.
CORNERSTONE FACILITIES
FOR APPROVALA
09.24.2019
PENSACOLA BEACH, FLORIDA
PORTOFINO
ADVENTURE CLIMBING DECK
DETAILS
P:\C
on
do
min
iu
ms\E
ast\P
orto
fin
o\A
dve
ntu
re
C
lim
bin
g D
eck\O
ur D
ra
win
gs\P
orto
fin
o_
Ad
ve
ntu
re
C
lim
bin
g D
eck.d
wg
, 9
/3
0/2
01
9 1
0:1
6:0
2 A
M
2"
1'-6" 1'-2"
2"
2" 1'-2" 2"
1'-6"
"
4
3
1'-n
1 THRUn4X
PLT0.5X18X18
TYP45.0°
"
4
3
1'-3n
"
4
3
1'-5n
"
4
3
(8) 3/4 x3 A325 BOLT, GALV
WITH TURN OF NUT METHOD
PRETENSION THIS CONNECTION
5/16
THRU
16
13n8X
(4) 3/4 - 10 A563 HEAVY HEX NUT, SS
(4) 3/4 F436 CIRCULAR WASHER, SS
(4) 3/4 F436 CIRCULAR WASHER, SS
(4) 3/4 x3 A325 BOLT, SS
CNC ARM SPLICE
PLT0.75X12X12
TYP
1/4
CNC ARM TUBE
HSS8X8X0.25
HRUT16
13n
1" 10"1"
1'-0"
1"
10"
1"
1'-0"
8"
8"
"
4
1
BELAY STRUCTURE BASE PLATE
COLUMN SPLICE
CLIP N CLIMB ARM CONNECTION
A
B
I
3"6"
0
GRAPHIC SCALE
3" = 1'-0"
3"
6"0
GRAPHIC SCALE
3" = 1'-0"
3"6"
0
GRAPHIC SCALE
3" = 1'-0"
(8) 3/4 F436 CIRCULAR WASHER,
GALV
(8) 3/4 F436 CIRCULAR WASHER,
GALV
(8) 3/4 - 10 A563 HEAVY HEX
NUT, GALV
8"
16"
0
GRAPHIC SCALE
2"
1 1/2" = 1'-0"
S E C T I O N " A - A "
3" SQ. TUBE POSTS
APPROX. 7'-0" OC
0'-2
"4
'-0
"
1
1 2
"
5"
2"
3"
C
L
C
L
1
1 2
"
1
1 2
"
2
1
4
" DIXIE TOP CAP
3
4
" SQ. DBL. TWISTS PICKETS
8"x6"x
1
4
" AL. ANCHOR PLATE
THREE
9
16
" DIA. HOLES IN PLATE FOR
1
2
" DIA.x4"L SS LAG
BOLTS. PILOT DRILL DBL. 2x12's W/
5
16
" DIA. THRU HOLE
DBL 2x12's
1/4
3" 3"
C
L
STANCHION (MAX. STANCHION SPACING 6'-0" OC)
2x6 DECKING
3
4
" SQ. SINGLE COLLAR PICKET
APPROX 4
1
2
" OC
Project Name and Address
Scale
Drawn by
Date
S6
Sheet
Firm Name and Address
(850) 232.1759
Pensacola, Florida 32591
P.O. Box 12282
Revision/Issue Date
AS SHOWN
RT
CERTIFICATE OF AUTHORIZATION
#27540
ENGINEERING, INC.
CORNERSTONE FACILITIES
FOR APPROVALA
09.24.2019
PENSACOLA BEACH, FLORIDA
PORTOFINO
ADVENTURE CLIMBING DECK
DETAILS
P:\C
on
do
min
iu
ms\E
ast\P
orto
fin
o\A
dve
ntu
re
C
lim
bin
g D
eck\O
ur D
ra
win
gs\P
orto
fin
o_
Ad
ve
ntu
re
C
lim
bin
g D
eck.d
wg
, 1
0/8
/2
01
9 8
:3
6:5
8 A
M
1'-10"
"
8
7
8
"
8
7
81'-10"
BEARING PLATE
1/4" THICK OCTAGON
AT COLUMN LOCATIONS
BLOCKING BETWEEN JOISTS
3'-0"
3/4" A36 THREADED ROD
3/4 - 10 A563 HEAVY HEX NUT, SS
3/4 F436 CIRCULAR WASHER, SS
SPREADER BARS
HSS2X2X0.1875
3/4 - wide - Type A PLAIN WASHER, SS
3/4 F436 CIRCULAR WASHER, SS
3/4 - 10 A563 HEAVY HEX NUT, SS
S.W.T.H. COLUMN
SPREADER BARS
HSS2X2X0.1875
AT COLUMN LOCATIONS
BLOCKING BETWEEN JOISTS
"
4
1
"
4
1
9
"
2
1
1
TYP
3/16
"
8
5
9
"
8
5
9
30.0°
"
16
7
2
"
4
1
7
"
4
1
7
"
16
7
2
BASE PLATE 1
PLT0.5X18X18
BASE STUD 1 THREADED ROD
TR0.75
ASTRO BALL AND TWISTER
ANCHOR PLATE FOR
TYP
3/16
BASE STUD 1 THREADED ROD
TR0.75
BASE PLATE 1
PLT0.5X18X18
11"
"
2
1
5
"
2
1
3"
2
1
3
FACE TO FACE
ANCHOR PLATE FOR
"
16
9
5'-4
11"
SSA124207
SSA100315
SSA124207
SSA124206
SSP100311
SSP100309
2'-5"
N
(FM DWG S4)
SWTH COLUMN TO DECK
O
TWISTER AND ASTROBALL TO DECK
P
FACE TO FACE TO DECK
Q
FACE TO FACE CUSTOM BASE LAYOUT
(FM DWG S4)
(FM DWG S4)
(FM DWG S4)
Project Name and Address
Scale
Drawn by
Date
S7
Sheet
Firm Name and Address
(850) 232.1759
Pensacola, Florida 32591
P.O. Box 12282
Revision/Issue Date
AS SHOWN
RT
CERTIFICATE OF AUTHORIZATION
#27540
ENGINEERING, INC.
CORNERSTONE FACILITIES
FOR APPROVALA
09.24.2019
PENSACOLA BEACH, FLORIDA
PORTOFINO
ADVENTURE CLIMBING DECK
DETAILS
P:\C
on
do
min
iu
ms\E
ast\P
orto
fin
o\A
dve
ntu
re
C
lim
bin
g D
eck\O
ur D
ra
win
gs\P
orto
fin
o_
Ad
ve
ntu
re
C
lim
bin
g D
eck.d
wg
, 9
/3
0/2
01
9 1
0:5
2:5
6 A
M
5"
1"
"
4
3
11
"
8
3
1
"
4
1
2
"
8
3
1
HRUT16
13n
BELAY BEAM CAP
PLT0.25X4.8125X4.375
"
16
13
2
"
8
5
BELAY BEAM CON PLATE 1
PLT0.625X11.75X5
(2) 3/4 x2.5 A325 BOLT, GALV
(2) 3/4 F436 CIRCULAR WASHER, GALV
(2) 3/4 F436 CIRCULAR WASHER, SS
(2) 3/4 - 10 A563 HEAVY HEX NUT, SS
BEALAY BEAM TUBE
HSS5X5X0.25
BRACE BEAM TUBE
HSS8X6X0.1875
TYP
(1/8)
TYP
COLUMN PIPE 1
P12STD
COLUMN CAP 1
PLT0.25X12.5X12.5
UPPER BRACE BEAM SPLICE
PLT0.75X12.25X10.25
BRACE BEAM TUBE
HSS8X6X0.1875
(4) 3/4 x3 A325 BOLT, GALV
(4) 3/4 F436 CIRCULAR WASHER, GALV
(4) 3/4 F436 CIRCULAR WASHER, SS
(4) 3/4 - 10 A563 HEAVY HEX NUT, SS
TYP
3/16
TYP
1/8
8"
1" "
4
1
8 1"
"
4
1
10
"
4
1
1'-
1"
"
4
1
10
1"
6"
HRUT16
13n
BELAY BEAM CONNECTION
UPPER BRACE BEAM CONNECTION
3"
6"0
GRAPHIC SCALE
3" = 1'-0"
C
D
Project Name and Address
Scale
Drawn by
Date
S8
Sheet
Firm Name and Address
(850) 232.1759
Pensacola, Florida 32591
P.O. Box 12282
Revision/Issue Date
AS SHOWN
RT
CERTIFICATE OF AUTHORIZATION
#27540
ENGINEERING, INC.
CORNERSTONE FACILITIES
FOR APPROVALA
09.24.2019
PENSACOLA BEACH, FLORIDA
PORTOFINO
ADVENTURE CLIMBING DECK
DETAILS
P:\C
on
do
min
iu
ms\E
ast\P
orto
fin
o\A
dve
ntu
re
C
lim
bin
g D
eck\O
ur D
ra
win
gs\P
orto
fin
o_
Ad
ve
ntu
re
C
lim
bin
g D
eck.d
wg
, 9
/3
0/2
01
9 1
0:5
5:2
2 A
M
TYP
1/4
TYP
THRU
16
13n4X
CAP8X8
PLT0.25X7.75X7.75
CNC ARM TUBE
HSS8X8X0.25
CNC ARM SPLICE
PLT0.75X12X12
1/8
TYP
CNC EQUIPMENT
TO STANDARD
SHALL BE ADDED
THIS PLATE
"
4
3
(4) 3/4 x3 A325 BOLT, SS
(4) 3/4 F436 CIRCULAR WASHER, SS
(4) 3/4 F436 CIRCULAR WASHER, SS
(4) 3/4 - 10 A563 HEAVY HEX NUT, SS
10"1" 1"
1'-0"
1'-0"
1"
10"
1"2"
1"
2"
"
2
1
4
"
2
1
7 "
2
1
4
6"
6"
OFFSET AS SHOWN
EQUIPMENT SHALL BE
PLATE ADDED TO ASTROBALL
CNC ARM TUBE
HSS8X8X0.25
ASTRO BALL
CNC EQUIPMENT
TO STANDARD
SHALL BE ADDED
THIS PLATE
ARM TO CLIP N CLIMB 2
ARM TO CLIP CLIMB 1
3"
6"0
GRAPHIC SCALE
3" = 1'-0"
J
K
Project Name and Address
Scale
Drawn by
Date
S9
Sheet
Firm Name and Address
(850) 232.1759
Pensacola, Florida 32591
P.O. Box 12282
Revision/Issue Date
AS SHOWN
RT
CERTIFICATE OF AUTHORIZATION
#27540
ENGINEERING, INC.
CORNERSTONE FACILITIES
FOR APPROVALA
09.24.2019
PENSACOLA BEACH, FLORIDA
PORTOFINO
ADVENTURE CLIMBING DECK
DETAILS
P:\C
on
do
min
iu
ms\E
ast\P
orto
fin
o\A
dve
ntu
re
C
lim
bin
g D
eck\O
ur D
ra
win
gs\P
orto
fin
o_
Ad
ve
ntu
re
C
lim
bin
g D
eck.d
wg
, 9
/3
0/2
01
9 1
0:5
8:5
5 A
M
COLUMN PIPE 1
P12STD
KNEE BRACE TUBE
HSS5X4X0.25
KNEE BRACE PLATE 1
PLT0.375X8.625X5.4375
KNEE CAP PLATE
PLT0.25X4.375X3.8125
"
16
5
1
"
16
3
2
"
8
5
8
"
8
3
1
"
4
1
2
5"
"
8
3
4"
TYP
3/16
1/8
(2) 3/4 - 10 A563 HEAVY HEX NUT, SS
(2) 3/4 F436 CIRCULAR WASHER, SS
(2) 3/4 F436 CIRCULAR WASHER, SS
(2) 3/4 x2 A325 BOLT, SS
45.0°
THRU
16
11n5X
THRU
16
3
1n
TYP"
16
5
3
BEALAY BEAM TUBE
HSS5X5X0.25
BELAY STRIP
PLT0.315X20.5625X3.75
5"
5"
"
4
1
"
16
5
"
16
9
2
"
16
3
2
"
4
3
3
"
4
3
8
3/16
BRACE BEAM TUBE
HSS8X6X0.1875
KNEE BRACE PLATE 2
PLT0.375X10.875X5.4375
KNEE BRACE TUBE
HSS5X4X0.25
KNEE CAP PLATE
PLT0.25X4.375X3.8125
"
8
3
1
"
4
1
2
"
8
7
10
"
16
5
1
"
8
3
8"
6"
"
16
3
TYP
1/8
3/16
(2) 3/4 x2 A325 BOLT, SS
(2) 3/4 F436 CIRCULAR WASHER, SS
(2) 3/4 F436 CIRCULAR WASHER, SS
(2) 3/4 - 10 A563 HEAVY HEX NUT, SS
1"
5"
4"
HRUT16
13n
HRUT16
13n
LOWER KNEE CONNECTION
BELAY ANCHOR
UPPER KNEE CONNECTION
3"
6"0
GRAPHIC SCALE
3" = 1'-0"
E
DWG S6
G
DWG S6
H
DWG S6
Project Name and Address
Scale
Drawn by
Date
S10
Sheet
Firm Name and Address
(850) 232.1759
Pensacola, Florida 32591
P.O. Box 12282
Revision/Issue Date
AS SHOWN
RT
CERTIFICATE OF AUTHORIZATION
#27540
ENGINEERING, INC.
CORNERSTONE FACILITIES
FOR APPROVALA
09.24.2019
PENSACOLA BEACH, FLORIDA
PORTOFINO
ADVENTURE CLIMBING DECK
DETAILS
P:\C
on
do
min
iu
ms\E
ast\P
orto
fin
o\A
dve
ntu
re
C
lim
bin
g D
eck\O
ur D
ra
win
gs\P
orto
fin
o_
Ad
ve
ntu
re
C
lim
bin
g D
eck.d
wg
, 1
0/7
/2
01
9 1
:5
8:4
5 P
M