a d v e n t u r e c l i m b i n g d e c k - green-simmons › wp-content › uploads › 2019 › 10...

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PROJECT

LOCATION

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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

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AutoCAD SHX Text

.

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SANTA ROSA SOUND

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GULF

POWER

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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

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EXISTING

STORMWATER

RETENTION

AREA

PROJECT WORK AREA


Scale

Drawn by

Date

C1

Sheet


(850) 232.1759


P.O. Box 12282

Revision/Issue Date

AS SHOWN

RT


#27540

ENGINEERING, INC.


FOR APPROVALA

EXISTING SITE PLAN

EXISTING CONDITIONS

09.24.2019


PORTOFINO


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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:


Scale

Drawn by

Date

S1

Sheet


(850) 232.1759


P.O. Box 12282

Revision/Issue Date

AS SHOWN

RT


#27540

ENGINEERING, INC.


FOR APPROVALA

09.24.2019


PORTOFINO


NOTES

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SEE DWG S1 FOR

GENERAL NOTES &

PILING NOTES

LANDING

LANDING

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TIKI AREA

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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


Scale

Drawn by

Date

S2

Sheet


(850) 232.1759


P.O. Box 12282

Revision/Issue Date

AS SHOWN

RT


#27540

ENGINEERING, INC.


FOR APPROVALA

09.24.2019


PORTOFINO


NEW SITE PLAN

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"

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


Scale

Drawn by

Date

S3

Sheet


(850) 232.1759


P.O. Box 12282

Revision/Issue Date

AS SHOWN

RT


#27540

ENGINEERING, INC.


FOR APPROVALA

09.24.2019


PORTOFINO


CLIMBING STRUCTURE PLAN

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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


Scale

Drawn by

Date

S4

Sheet


(850) 232.1759


P.O. Box 12282

Revision/Issue Date

AS SHOWN

RT


#27540

ENGINEERING, INC.


FOR APPROVALA

09.24.2019


PORTOFINO


STEEL TO DECK LAYOUT

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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


"

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)


Scale

Drawn by

Date

S5

Sheet


(850) 232.1759


P.O. Box 12282

Revision/Issue Date

AS SHOWN

RT


#27540

ENGINEERING, INC.


FOR APPROVALA

09.24.2019


PORTOFINO


DETAILS

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, 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 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


Scale

Drawn by

Date

S6

Sheet


(850) 232.1759


P.O. Box 12282

Revision/Issue Date

AS SHOWN

RT


#27540

ENGINEERING, INC.


FOR APPROVALA

09.24.2019


PORTOFINO


DETAILS

P:\C

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, 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



SPREADER BARS

HSS2X2X0.1875

3/4 - wide - Type A PLAIN WASHER, 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)


Scale

Drawn by

Date

S7

Sheet


(850) 232.1759


P.O. Box 12282

Revision/Issue Date

AS SHOWN

RT


#27540

ENGINEERING, INC.


FOR APPROVALA

09.24.2019


PORTOFINO


DETAILS

P:\C

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, 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



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



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


Scale

Drawn by

Date

S8

Sheet


(850) 232.1759


P.O. Box 12282

Revision/Issue Date

AS SHOWN

RT


#27540

ENGINEERING, INC.


FOR APPROVALA

09.24.2019


PORTOFINO


DETAILS

P:\C

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, 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




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


Scale

Drawn by

Date

S9

Sheet


(850) 232.1759


P.O. Box 12282

Revision/Issue Date

AS SHOWN

RT


#27540

ENGINEERING, INC.


FOR APPROVALA

09.24.2019


PORTOFINO


DETAILS

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, 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 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




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


Scale

Drawn by

Date

S10

Sheet


(850) 232.1759


P.O. Box 12282

Revision/Issue Date

AS SHOWN

RT


#27540

ENGINEERING, INC.


FOR APPROVALA

09.24.2019


PORTOFINO


DETAILS

P:\C

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, 1

0/7

/2

01

9 1

:5

8:4

5 P

M

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