County Square • 301 University Ridge • Suite 100 •Greenville, SC 29601-3660 •Fax (864) 467-7304

ADDENDUM #1

CONSTRUCTION OF WATERFRONT STRUCTURE IFB #35-10/28/19

ISSUED OCTOBER 22, 2019

NOTICE TO VENDORS: The following revisions, additions, and clarifications are hereby made part of the Contract Documents for the above-referenced project and shall be taken into account during the preparation of all Responders and Executioners of all work. Responders shall acknowledge receipt of this Addendum in their response.

1. Please replace Section II, Scope of Work (A) with the following:“Building Permit Fees are waived for this project. Fees for DHEC permitting have alreadybeen paid. The Contractor does not have responsibility for any other permit fees.”

2. The following IFB documents have been modified; new documents are indicated withboldface text:a. Description of Changes – Addendum Number One (1)b. List of Drawingsc. Bid Proposal Form and Bid Schedule-Revised Bid Form and Revised Schedule must be

usedd. Section 012300 – Alternativese. Drawings G100f. Drawing S101g. Drawing S102h. Drawing S103i. Drawing S201j. Drawing S301k. Drawing A100l. Drawing A101m. Drawing A500n. Drawing PT01o. Drawing PT02p. Drawing PT03q. Drawing PT04

END OF ADDENDUM #1

Pleasant Ridge Camp Waterfront ADDENDUM NUMBER ONE (1) – 10/22/19 Project No. 2018126 Page 1 of 3

October 22, 2019

DESCRIPTION OF CHANGES - ADDENDUM NUMBER ONE (1)

To the Plans and Specifications for:

Construction of Waterfront Structure IFB #35-10/28/19

Pleasant Ridge Camp and Retreat Center 4232 SC-11

Marietta, SC 29661

For

Greenville County

Prepared by:

Domokur Architects 43 S. Broad Street, Ste. 201

Brevard, North Carolina 28712

TO ALL BIDDERS:

This Addendum supplements and amends the original drawings and specifications, and shall be taken into account in preparing proposals, and shall become part of the Contract Documents. You must indicate receipt for ALL addenda on your Bid Form. Deleted text is indicated with a strikethrough (e.g. strikethrough) and new text is indicated with boldface type (e.g. boldface).

1. Bid Proposal Form and Bid Schedule

Replace

Bid Proposal Form and Bid Schedule. Forms have been updated to include Alternates #2a, #3a,and #4a for PermaTrak Boardwalk System for each Alternate option. Total should reflectdifferential cost for concrete boardwalk system from the wood framed and composite deckingsystem and alternate sizing of concrete piers. See Appendix B.

2. SECTION 000115 – LIST OF DRAWINGS

Add

PT04 – PERMATRAK DRAWINGS – BID ALT. #1

3. SECTION 012300 - ALTERNATES

Add

Alternate No. 2a: PermaTrak Concrete Boardwalk

Pleasant Ridge Camp Waterfront ADDENDUM NUMBER ONE (1) – 10/22/19 Project No. 2018126 Page 2 of 3

1. Alternate Bid: Replace pressure treated wood framing and composite deckingcomplete with concrete boardwalk system at Covered Boat Dock and Ramp. Referto PermaTrak Drawings PT01 – PT04 for products and descriptions.

Alternate No. 3a: PermaTrak Concrete Boardwalk

1. Alternate Bid: Replace pressure treated wood framing and composite deckingcomplete with concrete boardwalk system at Ramp and Kayak Launch. Refer toPermaTrak Drawings PT01 – PT04 for products and descriptions.

Alternate No. 4a: PermaTrak Concrete Boardwalk

1. Alternate Bid: Replace pressure treated wood framing and composite deckingcomplete with concrete boardwalk system at Large Bridge. Refer to PermaTrakDrawings PT01 – PT04 for products and descriptions.

4. Drawings G100 – Title Sheet, Vicinity Map, Drawing Index

Revise

Add Sheet #PT04 PERMATRAK DRAWINGS – BID ALT.#1 to Drawing Index.

5. Drawing S101 – Foundation Plan

Revise

Add cross-bracing at Bid Alternate #2 and #3.

6. Drawing S102 – Deck Framing Plan

Revise

Revise deck framing at ramp and kayak launch – Bid Alternate #3.

7. Drawing S103 – Roof Framing Plan & Framing Elevations

Revise

Add bracing details at Elevation 1.

8. Drawing S201 - Sections & Details

Revise

Revise details notes for bracing and connection details at 1/S201, 4/S201and 8/S201.

9. Drawing S301 - Sections & Details

Revise

Revise Section at Ridge Detail 3/S301. Revise notes on Details 1/S301 and 2/S301.

10. Drawing A100 – Base Bid Floor Plans & Elevations

Revise

Pleasant Ridge Camp Waterfront ADDENDUM NUMBER ONE (1) – 10/22/19 Project No. 2018126 Page 3 of 3

Revise retaining wall dimension. Add General Note: PIER SIZE AND LOCATIONS ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY LOCATIONS WITH STRUCTURAL DWGS PRIOR TO COMMENCEMENT OF ANY WORK.

11. Drawing A101 – Sections and Details

Revise

Add General Note:PIER SIZE AND LOCATIONS ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFYLOCATIONS WITH STRUCTURAL DWGS PRIOR TO COMMENCEMENT OF ANY WORK.

12. Drawing A500 – Sections and Details

Revise

Revise all detail notes – replace “pile“ with “pier”.

13. Drawing PT01 – PermaTrak Drawings

Revise

Revise tables with Project Components supplied by PermaTrak, Contractor, and ApproximateNumber of Components.

14. Drawing PT02 – PermaTrak Drawings

Revise

Revise “Typical Section at Overlook” to “Typical Section at Entrance / Boardwalk”. Note change innumber of piers, connection to retaining wall, and removal of guard rail at concrete retaining wall.Revise “Typical Section at Kayak Launch” to replace guard rails with PermaTrak Curb.

15. Drawing PT03 – PermaTrak Drawings

Revise

Add “Typical Precast Abutment Detail” and relocate post connection details to Sheet PT04.

16. Drawing PT04 – PermaTrak Drawings

Add

Add Sheet with PermaTrak curb details.

END OF DESCRIPTION OF CHANGES - ADDENDUM NUMBER ONE (1)

Greenville County Pleasant Ridge Camp Waterfront Domokur No. 2018126

LIST OF DRAWINGS 000115 - 1

ADD. 1 – OCTOBER 21, 2019

SECTION 000115 - LIST OF DRAWINGS

1.1 LIST OF DRAWINGS

A. Drawings and general provisions of the Contract and other Division 01 Specification Sectionsapply to this Section.

a. List of Drawings: Drawings consist of the following Contract Drawings and otherdrawings of type indicated:

G100 TITLE SHEET, VICINITY MAP, DRAWING INDEX

G101 CODE DATA AND PLAN

G102 SPECIFICATIONS

C101 COVER SHEET (CIVIL)

C102 GRADING & EROSION CONTROL PLAN

C103 GENERAL NOTES

C104 GREENVILE COUNTY SEEDING SPECIFICATIONS

C105 SITE DETAILS

C106 SITE DETAILS

L101 LANDSCAPE PLAN

L102 PLANT LIST – LANDSCAPE DETAILS

S001 STRUCTURAL NOTES

S101 FOUNDATION PLAN

S102 DECK FRAMING PLAN

S103 ROOF FRAMING PLAN & FRAMING ELEVATIONS

S201 SECTIONS & DETAILS

S301 SECTIONS & DETAILS

AS100 ARCHITECTURAL SITE PLAN

A100 BASE BID FLOOR PLANS AND ELEVATIONS

A101 BID ALTERNATES 2, 3, & 4 FLOOR PLANS AND ELEVATIONS

A500 SECTIONS AND DETAILS

PT01 PERMATRAK DRAWINGS – BID ALT. #1

Greenville County Pleasant Ridge Camp Waterfront Domokur No. 2018126

LIST OF DRAWINGS 000115 - 2

ADD. 1 – OCTOBER 21, 2019

PT02 PERMATRAK DRAWINGS – BID ALT. #1

PT03 PERMATRAK DRAWINGS – BID ALT. #1

PT04 PERMATRAK DRAWINGS – BID ALT. #1

END OF SECTION 000115

CONSTRUCTION OF WATERFRONT STRUCTURE IFB #35-10/28/19

REVISED BID PROPOSAL FORM

Bidder fully understands that no money will be allowed for extra work except as set forth in the General Conditions and Contract Documents, for the following stated sum or sums:

BASE BID____________________________________________________________and________ /100 DOLLARS ($________________________________)

Add/Deduct Alternate #1 : Permatrak Concrete Boardwalk ____________________________________________________________and________ /100 DOLLARS ($________________________________)

Add Alternate #2: Covered Board Dock and Ramp ____________________________________________________________and________ /100 DOLLARS ($________________________________)

Add Alternate #2a: Permatrak Concrete Boardwalk ____________________________________________________________and________ /100 DOLLARS ($________________________________)

Add Alternate #3: Ramp and Kayak Launch ____________________________________________________________and________ /100 DOLLARS ($________________________________)

Add Alternate #3a: Permatrak Concrete Boardwalk ____________________________________________________________and________ /100 DOLLARS ($________________________________)

Add Alternate #4: Large Bridge ____________________________________________________________and________ /100 DOLLARS ($________________________________)

Add Alternate #4a: Permatrak Concrete Boardwalk ____________________________________________________________and________ /100 DOLLARS ($________________________________)

The undersigned hereby agrees that, upon written acceptance of this Bid Proposal, he will, within ten (10) days of receipt of such notice, execute a Contract with the Owner and that he will provide any bonds or guarantees and certificates of insurance required by the Contract Documents.

The Bidder further proposes and agrees hereby to commence all work included in the Base Bid and any accepted Alternates to be performed under this Agreement on a date to be specified in a written order (Notice to Proceed) from the Owner and shall fully complete all work hereunder within One Hundred and Twenty (120) consecutive calendar days from said date.

Respectfully submitted this _____________________ day of _______________________________ 20_______

Witness:

_______________________________ (Proprietorship or Partnership) or Vice President, only)

Attest:

By_____________________________

Title__________________________ (Corporation Secretary or Assistant Secretary, only)

__________________________________ (Name of Firm or Corp. making Bid)

By_________________________________

Title_______________________________ (Owner, Partner, Corporation President

Address_____________________________

Contractor License No. _________________

Federal I.D. No._______________________

(Corporate Seal)

Addenda Received and Used in Computing Bids (initial as appropriate).

Addendum No.___________

Addendum No.___________

Addendum No.___________

Addendum No.___________

Addendum No.___________

Addendum No.___________

Received______________

Received______________

Received______________

Received______________

Received______________

Received______________

REVISED BID SCHEDULE

Greenville CountyPleasant Ridge Camp WaterfrontDomokur No. 2018126

003100 - BID SCHEDULE ADDENDUM 1 - OCTOBER 21, 2019

Item No. Description Qty Unit Unit Cost Total Cost

POND CONSTRUCTION1 Mobilization 1 LS2 Clearing and Grubbing 1 LS3 Silt Fence 500 LF4 Inlet Protection 3 EA5 Grading Cut / Fill 2,500 CY6 Wall (Pond Edge) 1000 FF7 24" Reinforced Concrete Pipe 45 LF8 Catch Basin Improvements 1 EA9 Rip Rap 135 TON

10 Grassing (Pond) 1 LS11 Alternate Pond Construction - - - -11a Geotextile (Dam Construction) SF11b Haul in suitable material from offsite CY11c Haul in suitable material from onsite CY11d Dispose of unsuitable material on-site CY11e Dispose of unsuitable material off-site CY

BOARDWALK / ENTRANCE12 Concrete Pier Foundations 1 LS13 Structural Framing 1870 SF14 Decking 1870 SF15 Guard Rails 165 LF16 Roof Structure (Seating Area) 1 LS

SMALL BRIDGE OVER SPILLWAY17 Concrete Abutments 1 LS18 Structural Framing 220 SF19 Decking 220 SF20 Guard Rails 48 LF

SITEWORK21 Concrete Sidewalk 1150 SF22 Permanent Seeding/Sodding 1 LS

23 Misc to Complete the Project 1 LSTOTAL BID PRICE

REVISED BID SCHEDULE

Greenville CountyPleasant Ridge Camp WaterfrontDomokur No. 2018126

003100 - BID SCHEDULE ADDENDUM 1 - OCTOBER 21, 2019

Item No. Description Qty Unit Unit Cost Total Cost

Alt. 1 Permatrak Concrete Boardwalk1 Add for Concrete Pier Foundations 1 LS2 Add/Deduct for Conc. Boardwalk system 1 LS

TOTAL BID PRICE

Alt. 2 Covered Boat Dock and Ramp1 Concrete Pile Foundations 1 LS2 Structural Framing 650 SF3 Decking 650 SF4 Guard Rails / handrails 36 LF5 Bumper (low rail) 62 LF6 Roof Structure 1 LS7 Crushed Stone Walkway 870 SF

TOTAL BID PRICEAlt. 2a Permatrak System

1 Add for Concrete Pier Foundations 1 LS2 Add/Deduct for Conc. Boardwalk system 1 LS

TOTAL BID PRICE

Alt. 3 Ramp and Kayak Launch1 Concrete Pile Foundations 1 LS2 Structural Framing 825 SF3 Decking 825 SF4 Guard Rails / handrails 36 LF5 Bumper (low rail) 190 LF6 Kayak launch 1 LS7 Boat storage rack 1 EA

TOTAL BID PRICEAlt. 3a Permatrak Concrete Boardwalk

1 Add for Concrete Pier Foundations 1 LS2 Add/Deduct for Conc. Boardwalk system 1 LS

TOTAL BID PRICE

Alt. 4 Large Bridge1 Concrete Abutments 1 LS2 Concrete Pile Foundations 1 LS3 Structural Framing 300 SF4 Decking 300 SF5 Guard Rails 81 LF6 Crushed Stone Walkway 1560 SF

TOTAL BID PRICEAlt. 4a Permatrak Concrete Boardwalk

1 Add for Concrete Pier Foundations 1 LS2 Add/Deduct for Conc. Boardwalk system 1 LS

TOTAL BID PRICE

SUBSTITUTION FORM

Submitted by: ______________________________________________ (Company submitting bid)

Bidders desiring to make substitutions for “Standard” specified or different methods of construction shall list the proposed substitution or methods below. Use additional pages if necessary.

Brand, Make, or Proposed No Method Specified Substitution Add Deduct Change

____________________________________________________________________________________

____________________________________________________________________________________

___________________________________________________________________________________

____________________________________________________________________________________

____________________________________________________________________________________

____________________________________________________________________________________

____________________________________________________________________________________

____________________________________________________________________________________

____________________________________________________________________________________

____________________________________________________________________________________

____________________________________________________________________________________

DATE: ___________________________________________________

NAME OF FIRM: ___________________________________________

LEGAL ADDRESS: _________________________________________

TELEPHONE: _____________________________________________

SIGNED: _________________________________________________

PRINTED NAME: ___________________________________________

END OF SECTION

END OF BID FORMS

Greenville County Pleasant Ridge Camp Waterfront Domokur No. 2018126

ALTERNATES 012300 - 1

ADD. 1 - OCTOBER 21, 2019

SECTION 012300 - ALTERNATES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and SupplementaryConditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for alternates.

1.3 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work definedin the bidding requirements that may be added to or deducted from the base bid amount if theOwner decides to accept a corresponding change either in the amount of construction to becompleted or in the products, materials, equipment, systems, or installation methods describedin the Contract Documents.

1. Alternates described in this Section are part of the Work only if enumerated in theAgreement.

2. The cost or credit for each alternate is the net addition to or deduction from the ContractSum to incorporate alternates into the Work. No other adjustments are made to theContract Sum.

1.4 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integratework of the alternate into Project.

1. Include, as part of each alternate, miscellaneous devices, accessory objects, and similaritems incidental to or required for a complete installation, whether or not indicated as partof alternate.

B. Execute accepted alternates under the same conditions as other Work of the Contract.

C. Schedule: A Part 3 "Schedule of Alternates" Article is included at the end of this Section.Specification Sections referenced in schedule contain requirements for materials necessary toachieve the work described under each alternate.

Greenville County Pleasant Ridge Camp Waterfront Domokur No. 2018126

ALTERNATES 012300 - 2

ADD. 1 - OCTOBER 21, 2019

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF ALTERNATES

A. Alternate No. 1: PermaTrak Concrete Boardwalk System.

1. Base Bid: Pressure treated wood framing and composite decking.2. Alternate Bid: Replace pressure treated wood framing and composite decking complete

with concrete boardwalk system at Entrance / Boardwalk and Small Bridge over Spillway.Refer to PermaTrak Drawings PT01 – PT03 for products and descriptions. Guard raildesign to remain as indicated in base bid with attachment detail to concrete boardwalksystem as shown on Sheet A500.

B. Alternate No. 2: Covered Boat Dock and Ramp.

1. Add ramp, guardrails, boat dock, and roof structure from center of dam as shown ondrawings S101 Foundation Plan, S102 Deck Framing Plan, S103 Roof Framing Plan &Framing Elevations, AS100 Architectural Site Plan, and A101 Bid Alternates 2,3, & 4Floor Plans & Elevations.

2. Site work to include ADA accessible crushed stone path from small bridge to entry oframp down to boat dock as indicated on Sheets C101 Cover Sheet, C102 Grading &Erosion Control Plan, C105 Site Details.

C. Alternate No. 2a: PermaTrak Concrete Boardwalk

1. Alternate Bid: Replace pressure treated wood framing and composite deckingcomplete with concrete boardwalk system at Covered Boat Dock and Ramp. Referto PermaTrak Drawings PT01 – PT04 for products and descriptions.

D. Alternate No. 3: Ramp and Kayak Launch.

1. Add ramp, guardrails, and boat dock from end of boardwalk / covered seating area asshown on AS100 Architectural Site Plan, A101 Bid Alternates 2,3, & 4 Floor Plans &Elevations, and A500 Sections and Details.

2. Provide accessible kayak launch and accessories as shown on sheet AS100. Refer toSheet A101 for products and descriptions.

3. Provide boat storage racks as shown on Sheet A101 with attachment to dock asindicated by Manufacturer’s Recommendations.

E. Alternate No. 3a: PermaTrak Concrete Boardwalk

1. Alternate Bid: Replace pressure treated wood framing and composite deckingcomplete with concrete boardwalk system at Ramp and Kayak Launch. Refer toPermaTrak Drawings PT01 – PT04 for products and descriptions.

F. Alternate No. 4: Large Bridge.

1. Provide bridge structure including concrete pile foundations, concrete abutments, woodstructure, decking, and guard rails as indicated on Sheets S101 Foundation Plan, S102Deck Framing Plan, AS100 Architectural Site Plan, and A101 Bid Alternates 2,3, & 4Floor Plans & Elevations.

Greenville County Pleasant Ridge Camp Waterfront Domokur No. 2018126

ALTERNATES 012300 - 3

ADD. 1 - OCTOBER 21, 2019

2. Site work to include ADA accessible crushed stone path from Covered Boat Dock andRamp to bridge and from end of bridge, along bank fishing area, up to boardwalk andcovered seating area as indicated on Sheets AS100 Architectural Site Plan, Sheets C101Cover Sheet, C102 Grading & Erosion Control Plan, C105 Site Details.

G. Alternate No. 4a: PermaTrak Concrete Boardwalk

1. Alternate Bid: Replace pressure treated wood framing and composite deckingcomplete with concrete boardwalk system at Large Bridge. Refer to PermaTrakDrawings PT01 – PT04 for products and descriptions.

END OF SECTION 012300

MATERIALS ABBREVIATIONS SYMBOLSVICINITY / SITE MAP DRAWING INDEX

NORTHNORTH

000

A

1

00A000

A00000

00

00 00

00A000

ROOM NAME & NUMBER

DOOR NUMBER

EXTERIOR WINDOW TYPE

INTERIOR LITE TYPE

ELEVATION REFERENCE

4-WAY ELEVATION REFERENCE

WALL TYPE

ENLARGED PLANREFERENCE

DETAIL REFERENCE

SECTION CUTREFERENCE

BUILDING SECTIONREFERENCE

00A000

ROOM NUMBER & CEILING HEIGHT000

9'-0"

A.F.F. ABOVE FINISH FLOOR

MAX. MAXIMUM

MECH. MECHANICAL

ALUM. ALUMINUM

00A000

00A000

00A000

MTL. METAL

MIN. MINIMUM

@ AT

NOM. NOMINAL

BD. BOARD

N.I.C. NOT IN CONTRACT

BRG. BEARING

N.T.S. NOT TO SCALE

BLKG. BLOCKING

O/ ON OR OVER

CLG. CEILING

O.C. ON CENTER

℄ CENTERLINE

COL. COLUMN

PL. LAM. PLASTIC LAMINATE (ALSO 'P.L.')

CONC. CONCRETE

± PLUS OR MINUS

CONT. CONTINUOUS

⅊ PROPERTY LINE

C.J. CONTROL JOINT

REINF. REINFORCING

DIA. DIAMETER

R RISER

D.S. DOWNSPOUT

R.D. ROOF DRAIN

DWG'S. DRAWINGS

R.O. ROUGH OPENING

EA. EACH

SIM. SIMILAR

ELEC. ELECTRICAL

SPECS. SPECIFICATIONS

E.W.C. ELECTRIC WATER COOLER

S.S. STAINLESS STEEL

ELEV. ELEVATION (ALSO 'EL.')

STL. STEEL

STRUCT. STRUCTURAL

EXP. EXPANSION

S.O.G. SLAB ON GRADE

E.J. EXPANSION JOINT

SUSP. SUSPENDED

F.F. FINISH FLOOR

T.O.F. TOP OF FOOTING

F.E. FIRE EXTINGUISHER ON BRACKET

T.O.S. TOP OF STEEL

F.E.C. FIRE EXTINGUISHER IN CABINET

TYP. TYPICAL

F.D. FLOOR DRAIN

VERT. VERTICAL

FTG. FOOTING

V.T.R. VENT THRU ROOF

F.V. FIELD VERIFY

W/ WITH

WD. WOOD

GALV. GALVANIZED

G.C. GENERAL CONTRACTOR

GYP. GYPSUM

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

INSUL. INSULATION

JT. JOINT

M.H. MANHOLE

MFG. MANUFACTURING

M.O. MASONRY OPENING

BLK. BLOCK

E.C. ELECTRICAL CONTRACTOR

M.C. MECHANICAL CONTRACTOR

P.C. PLUMBING CONTRACTOR

F.P.C. FIRE PROTECTION CONTRACTOR

E.W. EACH WAY

EXIST. EXISTING (ALSO 'EX.' OR 'EXG.')

MFC. MANUFACTURER (ALSO 'MFR.')

PLUMB. PLUMBING

ACOUS. ACOUSTICAL

DET. DETAIL

T TREAD

EARTH

GRAVEL

CONCRETE

CONCRETE BLOCK MASONRY

BRICK MASONRY

STRUCTURAL STEEL / METAL

ROUGH WOOD / LUMBER

GYPSUM BOARD

BATT INSULATION

RIGID INSULATION

GLAZING

CUT STONE

FINISH WOOD

ACOUSTIC TILE

PLYWOOD

GREENVILLE COUNTY - PLEASANT RIDGE PARK

PREPARED FOR:

4232 HWY 11

4232 HWY 11CLEVELAND, SC 29661

WATERFRONT DEVELOPMENT AT

CLEVELAND, SC 29661

E.T.R. EXISTING TO REMAIN

1

SITE MAPSCALE: NTS

ROOM NAME000

Project Manager:Drawn By:

Project No:

G100

TITLE SHEET, VICINITY MAP,DRAWING INDEX

2018126MSSY

STRUCTURAL ENGINEER

8 MAGNOLIA AVENUE, SUITE 100KLOESEL ENGINEERING, P.A.

(828) 255-0780 FAX (828) 255-0338ASHEVILLE, NC 28801

G100 TITLE SHEET, VICINITY MAP, DRAWING INDEX

C101 COVER SHEET (CIVIL)

AS100 ARCHITECTURAL SITE PLAN

S001 STRUCTURAL NOTESS101 FOUNDATION PLANS102 DECK FRAMING PLAN

S201 SECTIONS & DETAILS

A100 ENLARGED FLOOR PLANS

A200 ELEVATIONSA201 ELEVATIONSA500 SECTIONS AND DETAILS

G101 CODE DATA AND PLAN

C102 GRADING & EROSION CONTROL PLANC103 GENERAL NOTESC104 GREENVILLE COUNTY SEEDING SPECIFICATIONSC105 SITE DETAILSC106 SITE DETAILS

G102 SPECIFICATIONS

S103 ROOF FRAMING PLAN & FRAMING ELEVATIONS

A 08/01/19 50% CONSTRUCTION DOCUMENTS REVIEW

Issue DescriptionDate

Prepared For

p 330.666.7878

www.domokur.com

Akron, Ohio 44321-1315

4651 Medina Road

C Copyright 2019 Domokur Architects All Rights Reserved

p 828.884.8478

Brevard, North Carolina 28712-3738

43 South Broad Street, Suite 201

WATERFRONT DEVELOPMENTAT PLEASANT RIDGE CAMPAND RETREAT CENTER

4232 HWY 11CLEVELAND, SC 29661

GREENVILLE COUNTYPLEASANT RIDGE PARK4232 HWY 11CLEVELAND, SC 29661

B 09/27/19 ISSUED FOR BID AND PERMIT

10/21/19

PLEASANT RIDGE CAMP AND RETREAT CENTER

PROJECT LOCATION

PROJECT AREA

CIVIL ENGINEER

BOX 263ARBOR ENGINEERING

(864) 235-3589 FAX (864) 233-6274GREENVILLE, SC 29602

L101 LANDSCAPE PLANL102 PLANT LIST - LANDSCAPE DETAILS

S301 SECTIONS & DETAILS

PT01 PERMATRAK DRAWINGS - BID ALT. #1PT02 PERMATRAK DRAWINGS - BID ALT. #1PT03 PERMATRAK DRAWINGS - BID ALT. #1PT04 PERMATRAK DRAWINGS - BID ALT. #1

1

ADDENDUM 11 10/21/19

10"

5'-10 5/16"

6'-6"

7'-3"

6'-1 1/4"

6'-1 1/4"

6'-1 1/4"

4'-4 13/16"

6'-0 1/16"

1'-6 15/16"

7'-0"

10"

8'-6 1

/4"

8'-6 1

/4"

8'-6 1

/4"

8'-6 15/16"

8x8 P.T. SYP POST, TYP.SEE 1/S201 & 2/S201

1

S201SIM

1

S201TYP

6'-1 1/4"

6'-1 1/4"

6'-1 1/4"

7'-7

"

7'-7

1/2

"

7'-7

1/4

"

6'-7

15/

16"

6'-7

15/

16"

6'-7

15/

16"

6'-7

15/

16"

6'-1

0 1/

2"

6'-1

0 1/

2"

6'-1

0 1/

2"

6'-1

0 1/

2"

10'-0 3/16"

8'-3 1/4"

8'-7 1/2"

6'-8"

12'-6"

19'-2"

3'-3"

1

S201TYP

1

S201TYP

1

S201SIM

46'-8 3/16"

25'-10"

39'-5 9/16"

11'-5 1/2"

172.

48°

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

S101

1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1P1

P1P1

P1P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

7'-1 1/2"

7'-1 1/2"

7'-1 1/2"

4'-11"

P1

P1

5'-4 1

/4"3'-

0 5/16"

1

2

3

4

5

6

7

8

9

C

D

E

F

BID ALTERNATE #3

8'-0"

8'-7"

8'-0"

6'-1

0 3/

16"

7'-1

"

8'-0

"

25'-3 1/2"

10"

6'-1 15/1

6"

6'-6 15/1

6"

6'-6 15/1

6"

6'-6 15/1

6"

6'-6 15/1

6"

6'-1 15/1

6"

10"

1'-6 1/2"

5'-5"

1'-6 1/2"

S103

4

1

S2013

S201

1

S201TYP

TYP

8'-6"

11'-8

"

40'-3 9/

16"

P1

P1P1

P1

P2

P2

P2

P2

P2

P1

P1

P1

P1

P1

P1

P1

P1

P2

P2

P2

P2

P2

1011

1213

14

15

A

B

4

S201

TYP

BID ALTERNATE #4

BID ALTERNATE #2

CONCRETE PIER SCHEDULE

MARK PIER SIZE

P1

P2

2'-0"

NOTES

1'-6"

SEE DETAIL 2/S201

SEE DETAIL 2/S201

8x8 SQUARE P.T. SYP TIMBER PILE

2x6 P.T. 'X'BRACING N.S. & F.S.

2 1/2" 1 1/

4"

3"

1 1/

4"

(2) 5/8"Ø HDG BOLTS, TYP.

SEE PIER SCHEDULE

License C-12078 Magnolia Avenue, Suite 100Asheville, North Carolina 28801(828) 255-0780

KLOESEL Engineering, PA

N

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2 3 4 5 6 7 8 9 10 11 12 13 14 15

Project No:

Drawn By:

Issue DescriptionDate

Prepared For

C Copyright Domokur Architects All Rights Reserved

D O M O K U R A R C H I T E C T S

4651 Medina Road

Akron, Ohio 44321-1315

p 330.666.7878

www.domokur.com

Project Manager:

43 South Broad Street, Suite 201

Brevard, North Carolina 28712-3738

p 828.884.8478

PLEASANT RIDGE PARK 4232 HWY 11CLEVELAND, SC 29661

10

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FOUNDATION PLAN

DBC

20190370

GREENVILLE COUNTY

4232 HWY 11CLEVELAND, SC 29661

WATERFRONT DEVELOPMENT ATPLEASANT RIDGE CAMP AND RETREATCENTER

DBP

1/8" = 1'-0"

FOUNDATION PLAN

1/2" = 1'-0"S101

1 TYPICAL X-BRACE ELEVATION

1

1

A 08/01/19 50% CONSTRUCTION DOCUMENTS REVIEW

B 09/27/19 ISSUED FOR BID AND PERMIT

1 10/21/19 ADDENDUM 1

(2) 2x10 P.T. SYP BAND, TYP.

RAMP DO

WN

1

S201SIM

6

S201 TYP

6

S201TYP

6

S201TYP

1

S201

2x10 P.T. SYP JOISTS @ 16"o.c. TYP.

2x10 P.T. SYP JOISTS @

16"o.c. TYP.

2x10 P.T. SYP JOISTS @

16"o.c. TYP.

(3) 2x10 P.T. No. 1 SYP GIRDER, TYP.

(2) 2x10 P.T. SYP BAND, TYP.

(3) 2x10 P.T. NO. 1 SYP GIRDER, TYP.

(3) 2x10 P.T. No. 1 SYP GIRDER, TYP.

1

S201TYP

1

S201TYP

TOP OF DECK

1221.5'

TOP OF DECK

1221.5'

TOP OF DECK

1220.0'

TOP OF WALL

1221.5'

TOP OF WALL

1221.5'

TOP OF WALL

1221.5'

TOP OF WALL

1221.5'

SIM

SIM

S101

1

5.25" x 9.25"

5.25" x 9.25"

P.T. PARALAM

P.T. PARALAM

@ 16"o.c. TYP.

2x10 P.T. SYP JOISTS

SIMPSON 'HUC 210-2'(HDG), TYP.

SIMPSON 'LUS 210-2' (Z), TYP. @ 2x10 JOIST

(2) 2x10 JOIST, TYP.

1

2

3

4

5

6

7

8

9

C

D

E

F

(2) 2x10 P.T. SYP BAND, TYP.

BID ALTERNATE #3

6

S301TYP. @COL. SPLICE

11 1/2"

(2) 2x10 P.T. SYP GIRDER, TYP.

5.5"x 16" P.T. GLULAM BEAM

(3) 2x10 P.T. No. 1 SYP GIRDER, TYP.

S103

4

(3) 2x10 P.T. SYP GIRDER

1

S2013

S201

1

S201TYP

TYP

6

S201TYP

6

S201TYP

7'-8 1/16"

8'-1 1/16"

7'-10 5/16"

1'-1

1 15

/16"

7'-8

"2'

-0"

2x10 P.T. SYP JOISTS @ 16"o.c. TYP. U.O.N.

(2) 2x10 P.T. No. 1SYP BAND, TYP.

(2) 2x10 P.T. SYP BAND, TYP.

2x10 P.T. SYP

JOISTS @ 16"o.c. TYP.

2x10

P.T

. SY

PJO

ISTS

@ 1

6"o.

c., T

YP

.

TOP OF WALL

1221.5'

TOP OF WALL

1221.5'

TOP OF WALL

1221.5'

TOP OF DECK

1221.5'

TOP OF DECK

1220.0'

TOP OF DECK

1221.5'

RA

MP

DN

.

2'-0"

2'-0"

(2) 2

x10

P.T

. SY

P

(2) 2x10 P.T. No. 1 SYP BAND, TYP.

(2) 2x10 P.T.

(2) 2x10 P.T.

(2) 2x10 P.T.No. 1 SYP.

SIMPSON 'HUC 210-2'(HDG), TYP.

SIMPSON 'HUC 210-3'(HDG), TYP.

1011

1213

14

15

A

B

BID ALTERNATE #4

BID ALTERNATE #2

6

S201TYP

SIM.

License C-12078 Magnolia Avenue, Suite 100Asheville, North Carolina 28801(828) 255-0780

KLOESEL Engineering, PA

N

M

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J

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F

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2 3 4 5 6 7 8 9 10 11 12 13 14 15

Project No:

Drawn By:

Issue DescriptionDate

Prepared For

C Copyright Domokur Architects All Rights Reserved

D O M O K U R A R C H I T E C T S

4651 Medina Road

Akron, Ohio 44321-1315

p 330.666.7878

www.domokur.com

Project Manager:

43 South Broad Street, Suite 201

Brevard, North Carolina 28712-3738

p 828.884.8478

PLEASANT RIDGE PARK 4232 HWY 11CLEVELAND, SC 29661

10

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DECK FRAMING PLAN

DBC

20190370

GREENVILLE COUNTY

4232 HWY 11CLEVELAND, SC 29661

WATERFRONT DEVELOPMENT ATPLEASANT RIDGE CAMP AND RETREATCENTER

DBP

1/8" = 1'-0"

DECK FRAMING PLAN

A 08/01/19 50% CONSTRUCTION DOCUMENTS REVIEW

B 09/27/19 ISSUED FOR BID AND PERMIT

1 10/21/19 ADDENDUM 1

1

3 1/2"x 11 7/8" P.T. G

LULAM

S1031

S1031

S1032

S1032

1

S301

3 1/2"x 11 7/8" P.T. G

LULAM3 1/2"x 11 7/8" P

.T. GLULAM

612

6 12

1

S301

2

S301

2

S301

4x4

4x4 POST TORIDGE, TYP.

8

9

E

F

@ 2'-0" O.C.

2x6 RAFTERS

BASE BID

S3014

S3014

3 1/2"x 11 7/8" P.T. GLU

LAM

3 1/2"x 11 7/8" P.T. GLU

LAM

INDICATES KNEE

BRACING

S3012

TYP

S3012

EFS301

3

S103

3

S103

4

S103

3

S103

4

SIM

SLO

PE

DO

WN

3 1/2"x11 7/8" P.T.GLULAM

10 11 1213

4x6

4x6

4x6

4x6CANT.

CANT.

5 1/4"x9 1/4" P.T.GLULAM RAFTERS

P.T. 4x6@ 4'-0" O.C.MAX.

KNEE BRACEBAY

KNEE BRACEBAY

BID ALTERNATE #2

8

S201

SIM

License C-12078 Magnolia Avenue, Suite 100Asheville, North Carolina 28801(828) 255-0780

KLOESEL Engineering, PA

N

M

L

K

J

H

G

F

E

D

1

C

B

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15

Project No:

Drawn By:

Issue DescriptionDate

Prepared For

C Copyright Domokur Architects All Rights Reserved

D O M O K U R A R C H I T E C T S

4651 Medina Road

Akron, Ohio 44321-1315

p 330.666.7878

www.domokur.com

Project Manager:

43 South Broad Street, Suite 201

Brevard, North Carolina 28712-3738

p 828.884.8478

PLEASANT RIDGE PARK 4232 HWY 11CLEVELAND, SC 29661

10

/21/2

01

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S103

ROOF FRAMING PLAN & FRAMINGELEVATIONS

DBC

20190370

GREENVILLE COUNTY

4232 HWY 11CLEVELAND, SC 29661

WATERFRONT DEVELOPMENT ATPLEASANT RIDGE CAMP AND RETREATCENTER

DBP

1/8" = 1'-0"

ROOF FRAMING PLAN

1/4" = 1'-0"S103

1 Elevation 1

1/4" = 1'-0"S103

2 Elevation 2

1/4" = 1'-0"S103

3 Elevation 3

1/4" = 1'-0"S103

4 Elevation 4

1/8" = 1'-0"

ROOF FRAMING PLAN

1

A 08/01/19 50% CONSTRUCTION DOCUMENTS REVIEW

B 09/27/19 ISSUED FOR BID AND PERMIT

1 10/21/19 ADDENDUM 1

CO

OR

D. W

/ GE

OT

EC

HN

ICA

L E

NG

.

8'-0

" M

IN.

8x8 SQUARE P.T. SYP TIMBER PILE

CONCRETE FOOTING

SEE SCH.

AUGERED HOLE

10" CONC. WALL

3'-0"

(4) #5 CONT.

#5 @ 12"o.c. TRANSVERSE

#5 DOWEL @ 12"o.c. w/ STD. 90° HOOK, CENTERED

#5 VERT. @ 12"o.c., CENTERED

2'-6

"

SEE PLAN

TOP OF WALL & DECK

1'-1" 10" 1'-1"

FIN. GRADE - SEE CIVIL

3" C

LR.

TYP.

#5 HORIZ. @ 12"o.c.

2'-0

" M

IN. WATERLINE

DECK POST - SEE PLAN

DECK GIRDER - SEE PLAN

5/4 DECKING

DECK JOIST - SEE PLAN

1 15/16" MIN. CLR.

SIMPSON 'LUS28-Z', TYP.

1/2"Øx 10" ANCHOR BOLTS @ 32"o.c.

CONT. 2x4 P.T. SILL PLATE

C POSTL

6" 4"11

3/4

"

7

S201

CONT. (2) 2x10 P.T. SYP BAND

NOTE:OMMIT BLOCKOUT WHERE NO DECK FRAMING IS PRESENT

6'-0

" M

AX

1'-0

"

SOIL IMPROVEMENTAS REQUIRED BYGEOTECHICAL ENGINEER

SIMPSON 'A34 (Z)' FRAMING ANGLE N.S. & F.S.,OF BEAM (TYP.) - INSTALL w/ #9x1/2" SD SCREWS

PERPENDICULAR TO JOISTS

SEE PLAN

TOP OF DECK5/4 DECKING

CONT. (2) 2x10 P.T. SYP BAND

DECK JOIST - SEE PLAN

(2) 1/2"Ø HDG BOLTS

SIMPSON 'DTTZ-2' TIE @ EACH POST

4x4 P.T. SYP POST @ 4'-0"o.c. -BEVEL CUT BOTTOM

PARALELL TO JOISTS

3'-0

" M

IN.

2x10 P.T. SYP BLOCKING @ EACH DECK POST

CONT. 2x8 P.T. SYP FASCIA

SEE PLAN

TOP OF DECK5/4 DECKING

CONT. (2) 2x10 P.T. SYP BAND

DECK JOIST - SEE PLAN

(2) 1/2"Ø HDG BOLTS

SIMPSON 'DTTZ-2' TIE @ EACH POST

4x4 P.T. SYP POST @ 4'-0"o.c. -BEVEL CUT BOTTOM

3'-0

" M

IN.

CONT. 2x8 P.T. SYP FASCIA

10" CONC. WALL

3'-0"

(4) #5 CONT.

#5 @ 12"o.c. TRANSVERSE

#5 DOWEL @ 12"o.c. w/ STD. 90° HOOK, CENTERED

#5 VERT. @ 12"o.c., CENTERED2'-6

"

SEE PLAN

TOP OF WALL & DECK

1'-1" 10" 1'-1"

FIN. GRADE - SEE CIVIL

3" C

LR.

TYP.

#5 HORIZ. @ 12"o.c.

2'-0

" M

IN.

DECK JOIST - SEE PLAN

5/4 DECKING

1 15/16" MIN. CLR.

BRIDGE GIRDER - SEE PLAN

(2) 3/4"Ø HDG ANCHOR BOLTS

6" 4"

1'-5

7/8

"

BEAM - SEE PLAN

SIMPSON 'LUS210-3Z' FACE MOUNT HANGER

2 1/4"

5

S201

6'-0

" M

AX

.1'

-0"

8 1/16" 5 1/4"

1 9/16" 2 1/2"

5 5/8" CLR.CONC. WALL -REFER TO OTHER DETAILS

1/2"x 4"x 1'-3" HDG PLATE

1/4TYP

(2) 3/4"Ø HDG ANCHOR BOLTS

(2) 5/8"Ø HDG ANCHOR BOLTS

HDG L7x4x3/8, TYP

BRIDGE GIRDER - SEE PLAN

C BEAML

(2) 5/8"Ø HDG BOLTS -(4) BOLTS @ SPLICE

2 1/

2"2

1/2"

DECK POST - SEE PLAN; NOTCH FOR GIRDER

GIRDER - SEE PLAN

10" CONC. WALL

3'-0"

(4) #5 CONT.

#5 @ 12"o.c. TRANSVERSE

#5 DOWEL @ 12"o.c. w/ STD. 90° HOOK, CENTERED

#5 VERT. @ 12"o.c., CENTERED2'-6

"

SEE PLAN

TOP OF WALL & DECK

1'-1" 10" 1'-1"

FIN. GRADE - SEE CIVIL

3" C

LR.

TYP.

#5 HORIZ. @ 12"o.c.

2'-0

" M

IN.

DECK JOIST - SEE PLAN

5/4 DECKING

1/2"Øx 10" ANCHOR BOLTS @ 32"o.c. -MIN. 6" FROM EACH END

6" 4"

BEAM - SEE PLAN

SIMPSON 'LUS28-Z' FACE MOUNT HANGER, TYP.

DECK GIRDER BEYOND

CONT. 2x4 P.T. SYP SILL PLATE

1'-0

"6'

-0"

MA

X.

SIMPSON 'A34 (Z)', TYP.

(2) 5/8" DIA. BOLTS

5 1/4 x 9 1/4 GLULAM

BEAM - SEE PLAN

5 1/4" 5 1/4"

BEAM - SEE PLAN

5 1/4 x 5 1/2 P.T.GLULAM COL.,TYP.

4x6 P.T. PURLINS@ 4'-0" O.C., MAX.

2x6 P.T. T&GDECKING

METAL ROOF -SEE ARCH'L DWGS

5 1/4 x 5 1/2 P.T.GLULAM KNEEBRACE

1/4"x4" PL N.S. & F.S.w/ (2) 5/8" DIA. HDGBOLTS

(2) 8" SIMPSON SDWSSCREWS, TYP.

SE

E A

RC

H 'L

5 1/4 x 5 1/2 P.T.GLULAM COL.,

TYP.

SEE ARCH'L DWGS

License C-12078 Magnolia Avenue, Suite 100Asheville, North Carolina 28801(828) 255-0780

KLOESEL Engineering, PA

N

M

L

K

J

H

G

F

E

D

1

C

B

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15

Project No:

Drawn By:

Issue DescriptionDate

Prepared For

C Copyright Domokur Architects All Rights Reserved

D O M O K U R A R C H I T E C T S

4651 Medina Road

Akron, Ohio 44321-1315

p 330.666.7878

www.domokur.com

Project Manager:

43 South Broad Street, Suite 201

Brevard, North Carolina 28712-3738

p 828.884.8478

PLEASANT RIDGE PARK 4232 HWY 11CLEVELAND, SC 29661

10

/21/2

01

9 9

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SECTIONS & DETAILS

DBC

20190370

GREENVILLE COUNTY

4232 HWY 11CLEVELAND, SC 29661

WATERFRONT DEVELOPMENT ATPLEASANT RIDGE CAMP AND RETREATCENTER

DBP

3/4" = 1'-0"S201

2 PIER SECTION

3/4" = 1'-0"S201

1 WALL & DECK SECTION A

3/4" = 1'-0"S201

6 GUARDRAIL SECTION

3/4" = 1'-0"S201

3 BRIDGE ABUTMENT SECTION @ GIRDER

1 1/2" = 1'-0"S201

5 GLULAM SADDLE BLOWUP

3/4" = 1'-0"S201

7 GIRDER CONNECTION

3/4" = 1'-0"S201

4 BRIDGE ABUTMENT SECTION

1/2" = 1'-0"S201

8 SECTION

1

1

1

A 08/01/19 50% CONSTRUCTION DOCUMENTS REVIEW

B 09/27/19 ISSUED FOR BID AND PERMIT

1 10/21/19 ADDENDUM 1

8x8 POST - SEE PLAN, NOTCH FOR BEAM

RAFTER - SEE PLAN; BIRDSMOUTH NOTCH @ BEAM

CONT. 2x10 P.T. SYP SUBFASCIA

BEAM - SEE PLAN

ROOF SYSTEM - SEE ARCH. DWGS.

(2) 5/8"Ø HDG BOLTS -(4) BOLTS @ SPLICE

2 1/

2"

C POSTL

2 1/

2"

SIMPSON 'H2.5 (Z)' TIE @ EACH RAFTER

SEE ARCH.

SEE ARCH. DWGS.

VARIES

8x8 POST - SEE PLAN, NOTCH FOR BEAM

RAFTER - SEE PLAN; BIRDSMOUTH NOTCH @ BEAM

ROOF BEAM - SEE PLAN

ROOF SYSTEM - SEE ARCH. DWGS.

(2) 5/8"Øx 6" HDGBOLTS - RECESSED

C POSTL

SEE ARCH.

6x6 KNEE BRACE -SEE ELEVATION

KNEE BRACE @ RAFTER

8x8 POST - SEE PLAN, NOTCH FOR BEAM

ROOF BEAM - SEE PLAN

(2) 5/8"Øx 6" HDG BOLTS -RECESSED, TYP.

C POSTL

6x6 KNEE BRACE -SEE ELEVATION

KNEE BRACE @ BEAM

2'-6

"

SHEATHING - SEE STRUCT NOTES

ROOF SYSTEM - SEE ARCH. DWGS.

SHEATHING - SEE STRUCT NOTES

2'-6"

2'-6

"

REFER TO OTHER DETAILS FOR ITEMS NOT NOTED

1

1

(2) 5/8"Ø HDGBOLTS

SEE ARCH. DWGS.

VARIES

CONT. 2x10 P.T. SYP SUBFASCIA

4"3

1/2"

P.T. 8x8 POST

FIN. GRADE - SEE CIVIL

4x4 GUARDRAILPOST - SEE ARCH'LDWGS

3 1/

2"2

1/2"

(2) 5/8" DIA. x 8" HDGSCREW ANCHORS

FRAMING BEYOND

REF. TO 4/S201FOR ITEMS NOTNOTED

DECK POST - SEE PLAN, NOTCH FOR BAND

(4) 5/8"Ø HDG BOLTS

C POSTL

2 1/

4"2

1/4"

5/4" DECKING

SEE PLAN

TOP OF DECK

BEAM - SEE PLAN

4x4 POST

BEAM - SEE PLAN

RIDGE BEAM -SEE PLAN

RAFTER -SEE PLAN

SHEATHING - SEESTRUCT. NOTES

SIMPSON 'LRU26(Z)', TYP.

SIMPSON 'A34(Z)' FRAMING ANGLE N.S.&F.S. INSTALL

w/ #9x1 1/2" SD SCREWS

License C-12078 Magnolia Avenue, Suite 100Asheville, North Carolina 28801(828) 255-0780

KLOESEL Engineering, PA

N

M

L

K

J

H

G

F

E

D

1

C

B

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15

Project No:

Drawn By:

Issue DescriptionDate

Prepared For

C Copyright Domokur Architects All Rights Reserved

D O M O K U R A R C H I T E C T S

4651 Medina Road

Akron, Ohio 44321-1315

p 330.666.7878

www.domokur.com

Project Manager:

43 South Broad Street, Suite 201

Brevard, North Carolina 28712-3738

p 828.884.8478

PLEASANT RIDGE PARK 4232 HWY 11CLEVELAND, SC 29661

10

/21/2

01

9 9

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:16

AM

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S301

SECTIONS & DETAILS

DPC

20190370

GREENVILLE COUNTY

4232 HWY 11CLEVELAND, SC 29661

WATERFRONT DEVELOPMENT ATPLEASANT RIDGE CAMP AND RETREATCENTER

DBP

3/4" = 1'-0"S301

1 ROOF SECTION

3/4" = 1'-0"S301

2 KNEE BRACING SECTION

1 1/2" = 1'-0"S301

4 ROOF POST_PLAN DETAIL

3/4" = 1'-0"S301

5 GUARDRAIL POST SECTION

1 1/2" = 1'-0"S301

6 COLUMN SPLICE DETAIL

3/4" = 1'-0"S301

3 SECTION AT RIDGE

1

1

1

1 10/21/19 ADDENDUM 1

2°

28'-3 3/4"28'-4"23'-3"

8'-0

"10

'-0"

4'-0"TYP.

18'-10"

DN

13'-6"

8'-6"

18'-0"

RAMP DN @

1:12 SLOPE

8'-0"

19'-8"

15'-0

"

10'-6

"

4'-0"TY

P.

4'-0"

4'-0

"

12'-6"

2'-0"

DN

1'-0

"M

IN.

EQ.

EQ.

EQ. EQ.

19'-2"

89'-10"

46'-8 3/16"

145°148°

22'-11"

4'-10 1/2"

6'-2 1/2"

24'-3 1/2"

8'-0

"

4'-0"TYP.

12"TYP.

1217.5LOW WATER LEVEL

3'-6

"

2'-1

0"

9" 1221.5BOARDWALK

1219MEDIAN WATER LEVEL

1217.5LOW WATER LEVEL

1219.5T.O. SPILLWAY

1221.5BOARDWALK

1219MEDIAN WATER LEVEL

1220LOWER LANDING

1221.5BOARDWALK

1217.5LOW WATER LEVEL

GENERAL NOTESA. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.

SHEET SPECIFIC NOTESTHE FOLLOWING NOTES APPLY TO THIS SHEET ONLY:

1. EXTERIOR-GRADE BENCH SEATING. (N.I.C.)

Project Manager:Drawn By:

Project No:

A100

BASE BIDFLOOR PLANS & ELEVATIONS

2018126MSMJ

A 08/01/19 50% CONSTRUCTION DOCUMENTS REVIEW

Issue DescriptionDate

Prepared For

p 330.666.7878

www.domokur.com

Akron, Ohio 44321-1315

4651 Medina Road

C Copyright 2019 Domokur Architects All Rights Reserved

p 828.884.8478

Brevard, North Carolina 28712-3738

43 South Broad Street, Suite 201

WATERFRONT DEVELOPMENTAT PLEASANT RIDGE CAMPAND RETREAT CENTER

4232 HWY 11CLEVELAND, SC 29661

GREENVILLE COUNTYPLEASANT RIDGE PARK4232 HWY 11CLEVELAND, SC 29661

B 09/27/19 ISSUED FOR BID AND PERMIT

10/21/19

FLOOR PLAN: BRIDGEOVER SPILLWAYSCALE: 1/8" = 1'-0"

A1A100

K1A100

PLAN NORTH

A5A100

FLOOR PLAN: BOARDWALK & OVERLOOKSCALE: 1/8" = 1'-0"

TRUE NORTH PLAN NORTHTRUE NORTH

F5A100F1

A100

B. DO NOT SCALE DRAWINGS.

C. DIMENSIONS ARE TO FACE OF CONCRETE OR FRAMING UNLESS NOTEDOTHERWISE.

D. CERTAIN ELEMENTS MAY HAVE BEEN OMITTED FROM VIEW(S) FORCLARITY.

E. ALL EXPOSED WOOD SHALL BE PRESSURE TREATED. ALL P.T. WOODABOVE DECK SHOULD BE SEALED UNLESS NOTED OTHERWISE.

F. POINT GRADES AND TOPOGRAPHIC INFORMATION IS FOR REFERENCEONLY. CONTRACTOR SHALL FIELD VERIFY SURVEY INFORMATION PRIORTO COMMENCEMENT OF ANY WORK.

A8A500

SIM.

A1A500

SIM.

A8A500

SIM.

K9A100

TOP RAILING

VINYL COATEDSTEEL MESH

POST BEYONDSHOWN DASHED

P.T. 4X4 POST,TYP.

WOOD PILEFOUNDATION,SEE STRUCT.

PROVIDE ADA FISHING RAILAT MIDDLE RAILING SECTION,TYPICAL OF EACH PILE BAYALONG EAST ELEVATION

F5A100

ELEVATION: BOARDWALK & OVERLOOKSCALE: 1/4" = 1'-0"

F1A100

ELEVATION: ENTRANCE/BOARDWALKSCALE: 1/4" = 1'-0"

K1A100

ELEVATION: BRIDGE OVER SPILLWAYSCALE: 1/4" = 1'-0"

K9A100

ELEVATION: BOARDWALK & COVERED SEATINGSCALE: 1/4" = 1'-0"

A8A500

SIM.

A8A500

SIM.

A5A500

SIM.A5A500

SIM.

A8A500

SIM.

A12A500

SIM.

A12A500

SIM.A1A500

SIM.

A5A500

SIM.

A8A500

SIM.

A5A500

SIM.

A8A500

SIM.

A8A500

SIM.

A8A500

SIM.

STANDING SEAMMETAL ROOFING

ENTRANCE

OVERLOOK

COVEREDSEATING

NOTE 1

NOTE 1

NOTE 1

LINE INDICATES ROOF ABV.

EDGE OF CONCRETERETAINING WALLSHOWN DASHED

LVL SADDLE, TYP.SEE STRUCT.

PROVIDE ADA FISHING RAILAT END BAYS

PROVIDE ADA FISHING RAILAT CENTER TWO BAYS

LVL SADDLE, TYP.SEE STRUCT.

TOP RAILING

VINYL COATEDSTEEL MESH

P.T. 4X4 POST,TYP. TOP RAILING

VINYL COATEDSTEEL MESH

COLUMN,SEE STRUCT.

P.T. 4X4 POST,TYP.

NOTE: 25% OF RAILING SECTION REQUIRED BY CODE TO BEADA COMPLIANT IN FISHING AREAS. 40% ADA IS PROVIDEDDUE TO USER GROUP

NOTE: 25% OF RAILING SECTION REQUIRED BY CODE TO BEADA COMPLIANT IN FISHING AREAS. 40% ADA IS PROVIDEDDUE TO USER GROUP

PAINTED STEEL HANDRAILW/ 12" EXTENSIONS, EACHEND OF RAMP

EXTERIOR FINISHES SCHEDULE:

DECKING:BASIS-OF-DESIGN:LAMBOO® FUSION™ DECKING SYSTEM - TEXTURED #LAMFUS-5406-DC-TX5/6 X6 DECKING OR APPROVED COMPARABLE PRODUCT. SEESPECIFICATIONS SHEET G102.

ROOF:BASIS-OF-DESIGNPETERSEN ALUMINUM CORPORATION, PAC-CLAD SNAP CLAD', 24 GA.STEEL, 12" O.C., 1-3/4" HIGH, COLOR "MEDIUM BRONZE." INSTALL PERMANUFACTURER'S WRITTEN INSTRUCTIONS, OR APPROVEDCOMPARABLE PRODUCT. SEE SPECIFICATIONS SHEET G102.

VINYL COATED STEEL MESH:BASIS OF DESIGNMCNICHOLS VINYLMESH WIRE MESH,SEE SPECIFICATION SHEET G102

ACCESSORIES LEGEND (BY BOAT DOCTORS OR APPROVED EQUAL)2-CRAFT DOCK MOUNTED STORAGE RACK - UNIVERSAL WOOD DOCKMOUNT - ALUMINUM FINISHATTACHMENT TO DOCK PER MANUFACTURERS INSTRUCTIONS.

4'-4” X 15' LAUNCH RAMP W/ BUILT-IN ROLLERS, NON-SKIDSURFACE, GRAB AND LAUNCH RAILS, AND OVERHEAD ASSIST BAR

ADA 3-STEP TRANSFER PLATFORM W/ OVERHEAD ASSIST BAR

1

23 4 5 6

7

8

9

F

E

AB

1

G. PIER SIZE AND LOCATIONS ARE FOR REFERENCE ONLY. CONTRACTORSHALL VERIFY LOCATIONS WITH STRUCTURAL DWGS PRIOR TOCOMMENCEMENT OF ANY WORK.

ADDENDUM 11 10/21/19

1

25'-6"

18'-6

1/2

"8'

-0"

8'-0"

1'-0

"

1'-0

"

DN

DN

22'-0" 5'-0"

13'-6

"18'-0"RAMP DN @ 1:12 SLOPE

8'-0

"

26'-0

"

5'-1

0"20

'-2"

27'-0"6'-1"

DN

22'-1

1"

4'-1

0 1/

2"

6'-2

1/2

"

EQ. EQ.

40'-3 1/2"

4'-0"TYP.

6'-6

"

1217.5LOW WATER LEVEL

1220BOAT DOCK

1228.5UNDERSIDE OF JOIST

1221.5BOARDWALK

1219MEDIAN WATER LEVEL

8'-6

"

1217.5LOW WATER LEVEL

1221.5BOARDWALK

1228.5UNDERSIDE OF JOIST

1220BOAT DOCK

1219MEDIAN WATER LEVEL

18'-0"RAMP DN @ 1:12 SLOPE

8'-6"

8'-6

"

123

1219MEDIAN WATER LEVEL

1220LOWER LANDING

1221.5BOARDWALK

1217.5LOW WATER LEVEL

1219MEDIAN WATER LEVEL

1220LOWER LANDING

3'-0

"

3'-6

"

1221.5BOARDWALK

1217.5LOW WATER LEVEL

18'-0"RAMP DN @ 1:12 SLOPE

BASE BID BID ALT. 3(INCLUDES KAYAK LAUNCH)

8'-0

"

1217.5LOW WATER LEVEL

1221.5BOARDWALK

1219MEDIAN WATER LEVEL

GENERAL NOTESA. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.

SHEET SPECIFIC NOTESTHE FOLLOWING NOTES APPLY TO THIS SHEET ONLY:

1. EXTERIOR-GRADE BENCH SEATING. (BY OWNER)

Project Manager:Drawn By:

Project No:

A101

BID ALTERNATES 2, 3, & 4FLOOR PLANS & ELEVATIONS

2018126MSMJ

A 08/01/19 50% CONSTRUCTION DOCUMENTS REVIEW

Issue DescriptionDate

Prepared For

p 330.666.7878

www.domokur.com

Akron, Ohio 44321-1315

4651 Medina Road

C Copyright 2019 Domokur Architects All Rights Reserved

p 828.884.8478

Brevard, North Carolina 28712-3738

43 South Broad Street, Suite 201

WATERFRONT DEVELOPMENTAT PLEASANT RIDGE CAMPAND RETREAT CENTER

4232 HWY 11CLEVELAND, SC 29661

GREENVILLE COUNTYPLEASANT RIDGE PARK4232 HWY 11CLEVELAND, SC 29661

B 09/27/19 ISSUED FOR BID AND PERMIT

10/21/19

FLOOR PLAN: COVEREDBOAT DOCK & RAMP - BID ALT. 2SCALE: 1/8" = 1'-0"

A12A101

PLAN NORTH

FLOOR PLAN:RAMP & KAYAK LAUNCH - BID ALT. 3SCALE: 1/8" = 1'-0"

A7A101

TRUE NORTH PLAN NORTH

TRUE NORTH

FLOOR PLAN: LARGE BRIDGE - BID ALT. 4SCALE: 1/8" = 1'-0"

A1A101

ELEVATION: COVERED BOAT DOCK & RAMP - BID ALT. 2SCALE: 1/4" = 1'-0"

F9A101

F9A101

B. DO NOT SCALE DRAWINGS.

C. DIMENSIONS ARE TO FACE OF CONCRETE OR FRAMING UNLESS NOTEDOTHERWISE.

D. CERTAIN ELEMENTS MAY HAVE BEEN OMITTED FROM VIEW(S) FORCLARITY.

E. ALL EXPOSED WOOD SHALL BE PRESSURE TREATED. ALL P.T. WOODABOVE DECK SHOULD BE SEALED UNLESS NOTED OTHERWISE.

F. POINT GRADES AND TOPOGRAPHIC INFORMATION IS FOR REFERENCEONLY. CONTRACTOR SHALL FIELD VERIFY SURVEY INFORMATION PRIORTO COMMENCEMENT OF ANY WORK.

J9A101

G1A101

K1A101

D1A101

PLAN NORTHTRUE NORTH

ELEVATION: LARGE BRIDGE - BID ALT. 4SCALE: 1/4" = 1'-0"

D1A101

ELEVATION: RAMP & KAYAK LAUNCH - BID ALT. 3SCALE: 1/4" = 1'-0"

G1A101

ELEVATION: RAMP & KAYAK LAUNCH - BID ALT. 3SCALE: 1/4" = 1'-0"

K1A101

ELEVATION: COVERED BOAT DOCK & RAMP - BID ALT. 2SCALE: 1/4" = 1'-0"

J9A101

A8A500

SIM.

F12A500

SIM.

F8A500

SIM.

F8A500

SIM.

STANDING SEAM METALROOFING O/ 2X DECKINGO/ 2X PURLINS

NOTE 1NOTE 1

STANDING SEAM METALROOFING O/ 2X DECKINGO/ 2X PURLINS

F8A500

SIM.ADA TRANSFERSTATION

KAYAK RACK

A8A500

SIM.

ADA TRANSFERSTATION

KAYAK RACK

ROOF STRUCTURE(BEYOND)SEE BASE BID DWGS.

F8A500

SIM.

TOP RAILING

VINYL COATEDSTEEL MESH

4X4 POST, TYP.

PAINTED STEELHANDRAIL W/ 12"EXTENSIONS , EACHEND OF RAMP(BEYOND)

STANDING SEAMMETAL ROOFING

LVL SADDLE, TYP.SEE STRUCT.

COLUMN,SEE STRUCT.

TOP RAILING

4X4 POST, TYP.

PAINTED STEELHANDRAIL W/ 12"EXTENSIONS , EACHEND OF RAMP

COLUMN,SEE STRUCT.

TOP RAILING

VINYL COATEDSTEEL MESH

4X4 POST,TYP.

PAINTED STEELHANDRAIL W/ 12"EXTENSIONS , EACHEND OF RAMP

COLUMN,SEE STRUCT.

EDGE CURB TOPCAP & SUPPORT

PAINTED STEELHANDRAIL W/ 12"EXTENSIONS , EACHEND OF RAMP

COLUMN,SEE STRUCT.

NOTE 1NOTE 1

F12A500

SIM.F12A500

SIM.

F12A500

SIM.

4X4 POST, TYP.

LVL SADDLE, TYP.SEE STRUCT.

TOP RAILING

LVL SADDLE, TYP.SEE STRUCT.

EDGE CURB TOPCAP & SUPPORT

EDGE CURB TOPCAP & SUPPORT

EDGE CURB TOPCAP & SUPPORT

EDGE CURB TOPCAP & SUPPORT

EDGE CURB TOPCAP & SUPPORT

EXTERIOR FINISHES SCHEDULE:

DECKING:BASIS-OF-DESIGN:LAMBOO® FUSION™ DECKING SYSTEM - TEXTURED #LAMFUS-5406-DC-TX5/6 X6 DECKING OR APPROVED COMPARABLE PRODUCT. SEESPECIFICATIONS SHEET G102.

ROOF:BASIS-OF-DESIGNPETERSEN ALUMINUM CORPORATION, PAC-CLAD SNAP CLAD', 24 GA.STEEL, 12" O.C., 1-3/4" HIGH, COLOR "MEDIUM BRONZE." INSTALL PERMANUFACTURER'S WRITTEN INSTRUCTIONS, OR APPROVEDCOMPARABLE PRODUCT. SEE SPECIFICATIONS SHEET G102.

VINYL COATED STEEL MESH:BASIS OF DESIGNMCNICHOLS VINYLMESH WIRE MESH,SEE SPECIFICATION SHEET G102

SEE SPECIFICATION SHEET G102

ACCESSORIES LEGEND (BY BOAT DOCTORS OR APPROVED EQUAL)2-CRAFT DOCK MOUNTED STORAGE RACK - UNIVERSAL WOOD DOCKMOUNT - ALUMINUM FINISHATTACHMENT TO DOCK PER MANUFACTURERS INSTRUCTIONS.

4'-4” X 15' LAUNCH RAMP W/ BUILT-IN ROLLERS, NON-SKIDSURFACE, GRAB AND LAUNCH RAILS, AND OVERHEAD ASSIST BAR

ADA 3-STEP TRANSFER PLATFORM W/ OVERHEAD ASSIST BAR

CONC. RETAININGWALL, SEE STRUCT.

VINYL COATEDSTEEL MESH

ADA KAYAKLAUNCH

14 15

D C

10 11 12 13

G. PIER SIZE AND LOCATIONS ARE FOR REFERENCE ONLY. CONTRACTORSHALL VERIFY LOCATIONS WITH STRUCTURAL DWGS PRIOR TOCOMMENCEMENT OF ANY WORK.

ADDENDUM 11 10/21/19

1

WOOD PIER, SEESTRUCTURAL DWGS.

P.T. DECK FRAMING, SEESTRUCTURAL DWGS.

CONT. (2) 2X10 P.T. SYPBAND, SEE STRUCTURALDWGS.

CHAMFER ALL EXPOSEDEDGES, TYP

2X8 COMPOSITE TOPRAILING

VINYL COATED STEELMESH

1X4 P.T. WOOD TRIM CUTTO MATCH TRIM ON BACK

1X4 P.T. WOOD TRIM CUTTO MATCH TRIM ON BACK

5/4X6 COMPOSITEDECKING

1X TRIM AT POST TO COVERMESH CONNECTION. MATCHADJACENT TRIM PROFILE

30°

2'-1

0"

9"31 2"

1'-2

1 2"

2X4 P.T. WOOD TRIM

4X4 P.T. WOODPOST- 4'-0" O.C.

2X4 P.T. WOOD TRIM

1112"

1/2" O.H. TYP.

COORD. POST MOUNTINGW/ STRUCTURAL DWGS.

3'-6

"

2"31 2"

2'-5

1 2"

2X4 P.T. WOOD TRIM

4X4 P.T. WOODPOST- 4'-0" O.C.

2X4 P.T. WOOD TRIM

CHAMFER ALL EXPOSEDEDGES, TYP

2X8 COMPOSITE TOPRAILING

VINYL COATED STEELMESH

1X4 P.T. WOOD TRIM CUT TO MATCHTRIM ON BACK

1X4 P.T. WOOD TRIMCUT TO MATCH TRIMON BACK

5/4X6 COMPOSITEDECKING

1X TRIM AT POST TO COVERMESH CONNECTION. MATCHADJACENT TRIM PROFILE

30°

WOOD PIER, SEESTRUCTURAL DWGS.

P.T. DECK FRAMING, SEESTRUCTURAL DWGS.

CONT. (2) 2X10 P.T. SYPBAND, SEE STRUCTURALDWGS.

1112"

1/2" O.H. TYP.

COORD. POST MOUNTINGW/ STRUCTURAL DWGS.

3'-6

"2" MIN

.

31 2"2'

-51 2"

2X4 P.T. WOOD TRIM

4X4 P.T. WOODPOST- 4'-0" O.C.

2X4 P.T. WOOD TRIM

2X12 P.T. JOIST

30°

WOOD PIER, SEESTRUCTURAL DWGS.

P.T. DECK FRAMING, SEESTRUCTURAL DWGS.

CONT. (2) 2X10 P.T. SYPBAND, SEE STRUCTURALDWGS.

CHAMFER ALL EXPOSEDEDGES, TYP

2X8 COMPOSITE TOPRAILING

VINYL COATED STEELMESH

1X4 P.T. WOOD TRIM CUT TO MATCHTRIM ON BACK

1X4 P.T. WOOD TRIMCUT TO MATCH TRIMON BACK

5/4X6 COMPOSITEDECKING

1X TRIM AT POST TO COVERMESH CONNECTION. MATCHADJACENT TRIM PROFILE

COORD. POST MOUNTINGW/ STRUCTURAL DWGS.

4"

12"

VA

RIE

S

WOOD PIER, SEESTRUCTURAL DWGS.

P.T. DECK FRAMING, SEESTRUCTURAL DWGS.

CONT. (2) 2X10 P.T. SYPBAND, SEE STRUCTURALDWGS.

2X12 P.T. JOIST

WOOD PIER, SEESTRUCTURAL DWGS.

P.T. DECK FRAMING, SEESTRUCTURAL DWGS.

CONT. (2) 2X10 P.T. SYPBAND, SEE STRUCTURALDWGS.

CHAMFER ALL EXPOSEDEDGES, TYP

2X8 COMPOSITE TOPRAILING

VINYL COATED STEELMESH

1X4 P.T. WOOD TRIM CUTTO MATCH TRIM ON BACK

1X4 P.T. WOOD TRIM CUTTO MATCH TRIM ON BACK

5/4X6 COMPOSITEDECKING

1X TRIM AT POST TO COVERMESH CONNECTION. MATCHADJACENT TRIM PROFILE

30°

2'-1

0"

9"31 2"

1'-2

1 2"

4X4 P.T. WOODPOST- 4'-0" O.C.

2X4 P.T. WOOD TRIM

2" MIN

.

COORD. POST MOUNTINGW/ STRUCTURAL DWGS.

3'-6

"2" MIN

.

31 2"2'

-51 2"

2X4 P.T. WOOD TRIM

4X4 P.T. WOODPOST- 4'-0" O.C.

2X4 P.T. WOOD TRIM

2X12 P.T. JOIST

30°

WOOD PIER, SEESTRUCTURAL DWGS.

P.T. DECK FRAMING, SEESTRUCTURAL DWGS.

CONT. (2) 2X10 P.T. SYPBAND, SEE STRUCTURALDWGS.

CHAMFER ALL EXPOSEDEDGES, TYP

2X8 COMPOSITE TOPRAILING

VINYL COATED STEELMESH

1X4 P.T. WOOD TRIM CUT TO MATCHTRIM ON BACK

1X4 P.T. WOOD TRIMCUT TO MATCH TRIMON BACK

5/4X6 COMPOSITEDECKING

1X TRIM AT POST TO COVERMESH CONNECTION. MATCHADJACENT TRIM PROFILE

112"

1 1/2" O.D. PAINTED STEELRAIL

COORD. POST MOUNTINGW/ STRUCTURAL DWGS.

414"

4" 2"± GAP3"

6"

C L

1221.5GRADE

4'-6"

2'-0

"3'

-0"

6"2'

-0"

1'-6"

6"

5 1/2"1"1"

2"

CONTRACTOR TO VERIFY REQ'DCLEARANCE W/ SIGNAGE MANUF.

11/2"12"

3"6"

O.C

.

℄GENERAL NOTES

Project Manager:Drawn By:

Project No:

A500

SECTIONSAND DETAILS

2018126MSSY

A 08/01/19 50% CONSTRUCTION DOCUMENTS REVIEW

Issue DescriptionDate

Prepared For

p 330.666.7878

www.domokur.com

Akron, Ohio 44321-1315

4651 Medina Road

C Copyright 2019 Domokur Architects All Rights Reserved

p 828.884.8478

Brevard, North Carolina 28712-3738

43 South Broad Street, Suite 201

WATERFRONT DEVELOPMENTAT PLEASANT RIDGE CAMPAND RETREAT CENTER

4232 HWY 11CLEVELAND, SC 29661

GREENVILLE COUNTYPLEASANT RIDGE PARK4232 HWY 11CLEVELAND, SC 29661

B 09/27/19 ISSUED FOR BID AND PERMIT

10/21/19

5/4X6 COMPOSITEDECKING

CONTINUOUS2X6 P.T. CAP

4"W X 212"H X 6"L

P.T. SUPPORT

A8A500

TYP. RAILING - 3SCALE: 3/4" = 1'-0"

A12A500

TYP. RAILING - 4SCALE: 3/4" = 1'-0"

A1A500

ADA RAILING - 1SCALE: 3/4" = 1'-0"

NOTE:1. NOMINAL POST SIZE IS 4X4, ACTUALOPENING BETWEEN VERTICAL PLATESIS 3 1/2"X3 1/2"

NOTES:1. CONNECTION HARDWARE & PREFORMEDHOLES SUPPLIED BY PERMATRAK (TYP.).2. RAILING SUPPLIED BY GC. RAILING DESIGNTO MATCH BASE BID PROFILE.

F8A500

DETAIL - BID ALT. 2 & 3SCALE: 3/4" = 1'-0"

A5A500

ADA RAILING - 2SCALE: 3/4" = 1'-0"

6X6 P.T. WD. POST,STAINED.

FISHING AREA SIGNAGE(BY OTHERS)

ALUMINUM 'TEE'EXTRUSION

"FRONT" OFSIGN PANEL

3/4" LONG PRE-DRILLEDSLOTS

ALUMINUM 'TEE'EXTRUSION

SIGN POST

ALUM. 'TEE' EXTRUSION,SEE DETAIL L12/A500

CONCRETE FOUNDATION

A. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.

B. DO NOT SCALE DRAWINGS.

C. DIMENSIONS ARE TO FACE OF CONCRETE OR FRAMING UNLESS NOTEDOTHERWISE.

D. CERTAIN ELEMENTS MAY HAVE BEEN OMITTED FROM VIEW(S) FORCLARITY.

E. ALL EXPOSED WOOD SHALL BE PRESSURE TREATED. ALL WOOD ABOVEDECKING TO BE SEALED UNLESS NOTED OTHERWISE.

F. POINT GRADES AND TOPOGRAPHIC INFORMATION IS FOR REFERENCEONLY. CONTRACTOR SHALL FIELD VERIFY SURVEY INFORMATION PRIORTO COMMENCEMENT OF ANY WORK.

F12A500

TYP. RAILING @ RAMPS - BID ALT. 2 & 3SCALE: 3/4" = 1'-0"

PERMATRAKCURB

NOTES:1. 2" DIA. PREFORMED HOLES SUPPLIEDBY PERMATRAK.2. CONNECTION HARDWARE SUPPLIEDBY GC.3. FILL OVERSIZED DOWEL HOLES W/SIKAFLEX -11 FC OR APPROVED EQUAL.4. AFTER TIGHTENING NUT, DEFORMTHREADS ON ROD TO PREVENTLOOSENING.5. THREADED ROD SHALL BE GALV. ANDHAVE COARSE COILED THREADS TO FITA MEADOW BURKE CX-28 COIL WINGNUTINSERT.

F5A500

DETAIL - PERMATRAKPOST BASE - BID ALT. 1SCALE: 1 1/2" = 1'-0"

1/2" DIA. GALV. BOLTW/ WASHER & NUT,TYP.

1/4" PL (GALVANIZED)

C 3/8" DIA. GALV. BOLTW/ WASHER & NUT,TYP.

4X4 POST BRACKET,GALV.

1/2" DIA. GALV. BOLTW/ WASHER & NUT,TYP.

1/4" PL(GALVANIZED)

C 3/8" DIA. GALV.BOLT W/ WASHER &NUT, TYP.

4X4 POST BRACKET,GALV.

F1A500

DETAIL - PERMATRAK CURB - BID ALT. 1SCALE: 1 1/2" = 1'-0"

SIKAFLEX - 11 FCEXPANSIVE FILLERMATERIAL, TYP.

3/4" DIA. X 10" COILEDROD W/ NUT & OVERSIZEDWASHER (GALV.)(SEE NOTES)

K8A500

ELEVATION - FISHING AREA SIGNAGESCALE: 1/2" = 1'-0"

L12A500

DETAIL - FISHING AREA SIGNAGESCALE: 3" = 1'-0"

PERMATRAKCURB

1 11 1

11

ADDENDUM 11 10/21/19

1. Acceptability Criteria for Treads and Curbs (if applicable): The

finished visible (in the final installed position) surface shall have

no obvious imperfections other than minimal color or texture

variations from the approved samples or evidence of repairs when

viewed in good typical daylight illumination with the unaided naked

eye at a 20 ft. viewing distance. Appearance of the surface shall not

be evaluated when light is illuminating the surface from an extreme

angle as it tends to accentuate the minor surface irregularities. The

following is a list of finish defects that shall be properly repaired, if

obvious when viewed at a 20 ft. distance. Patching (by a trained

skilled concrete repair person) is an acceptable repair method.

a. Ragged or irregular surfaces.

b. Excessive air voids (commonly called bug holes) larger than ¼ in.

evident on the top surface of the tread or curbs (if applicable).

c. Adjacent flat and return surfaces with greater texture and/or color

differences than the approved samples or mockups.

d. Casting and/or aggregate segregation lines evident from different

concrete placement lifts and consolidation.

e. Visible mold joints or irregular surfaces.

f. Rust stains on exposed surfaces.

g. Units with excessive variation in texture and/or color from the

approved samples, within the unit or compared with adjacent units.

h. Blocking stains evident on exposed surfaces.

i. Areas of backup concrete bleeding through the facing concrete.

j. Foreign material embedded in the surface.

k. Visible repairs at a 20 ft. viewing distance.

l. Reinforcement shadow lines.

m. Cracks visible at a 20 ft. viewings distance.

2. Piers shall be designed for lateral earth pressure, live load surcharge and structure

loads. Assumed allowable bearing pressure: 1500 psf.

(Contractor To Verify)

3. All foundation reinforcing shall be Grade 60 conforming to ASTM A615.

GENERAL NOTES

1. This structure has been designed in accordance with the project architects plan layout

and guidelines. Suitability for access and intended usage shall be the responsibility of the

architect.

2. Vehicular access larger than the design live load shall be limited by permanent

physical means.

3. Prior to construction the contractor shall verify all elevations through the project

architect

4. Only PermaTrak North America may provide the precast structure shown on these

plans.

1. Boardwalk shall be designed in accordance with the South Carolina Building Code

design specifications and the LRFD guide specification for the design of pedestrian

bridges.

Design Live Load:

Pedestrian Loading - 60 PSF Uniform

1. All bolts, nuts, washers, and hardware shall be hot dipped galvanized after fabrication

in accordance with ASTM A153.

DESIGN DATA

MATERIAL

3. All geotechnical recommendations contained in the report of subsurface investigation

shall be followed. Report "Geotechnical Engineering Exploration and Analysis" was

dated 09/13/2019 and produced by Gentry Geotechnical Engineering, PLLC.

QUALITY ASSURANCE SPECIFICATIONS

2. Cast-in-place concrete shall have a 28-day concrete compressive strength of 4000 psi.

PLEASANT RIDGE CAMP AND RETREAT CENTER

PROJECT COMPONENTS

SUPPLIED BY PERMATRAK

PRECAST CONCRETE TREADS

PRECAST CONCRETE BEAMS

RUBBER LEVELING PADS

COMPOSITE CLIP ANGLES WITH 3/4" DIAMETER RODS, WASHERS AND NUTS(6x6x3/8x0'-4")

3/4" DIAMETER THREADED BARS WITH NUTS AND WASHERS (BEAM TO PIER CONNECTION)

PROJECT COMPONENTSPROJECT COMPONENTSPROJECT COMPONENTSPROJECT COMPONENTS

SUPPLIED BY CONTRACTOR

HILTI HY-200 EPOXY ADHESIVE (ANCHORING SYSTEM CONNECTION)

SHIMS AND NON-SHRINK GROUT (LEVELING FOR PRECAST COMPONENTS)

RAILING AND CONNECTION HARDWARE

SIKAFLEX-11 FC EXPANSIVE FILLER MATERIAL (CURB TO TREAD CONNECTION)

PRECAST CONCRETE CURBS

3/4" x 10" LONG THREADED RODS WITH NUTS AND OVERSIZED WASHERS (ALL GALVANIZED) (CURB TO TREAD CONNECTION)

1/2" EXPANSION JOINT MATERIAL

FOR BIDDING PURPOSES

NOT FOR CONSTRUCTION

1.0.63.5.23.19:11.19.A

PROJECT TITLE:6

5

4

3

2

1

LOUISIANA

OHIO

TEXAS

NORTH CAROLINA

SHEET NO.

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DATE:

JOB NUMBER:PREPARED FOR:

©2014 by PermaTrak® this

drawing contains information

that is proprietary to and

property of PermaTrak® and

shall be kept confidential. No

duplication or distribution of this

drawing may be made without

the express written consent of

PermaTrak® except for the

limited purposes set forth in the

contract between PermaTrak®

and party for whom this

drawing was made.

NO. DATE BY:DESCRIPTION

www.permatrak.com TEL: 877-332-7862

2019-1250

10/16/2019

KAS

MDH

KAS

PLEASANT RIDGE CAMP AND

RETREAT CENTER

GREENVILLE COUNTTY, SOUTH CAROLINA

DOMOKUR ARCHITECTS

OFFICE LOCATIONS

FLORIDA

Patented Product: U.S. Patent #5,906,084 #8,302,362 #8,522,505 #8,839,588 #9,096,975

PT01

APPROXIMATE NUMBER OF COMPONENTS

STRUCTURE PIERS

PRECAST

ABUTMENTS

BEAMS TREADS CLIP ANGLES

BRIDGE OVER

SPILLWAY

0 2 2 13 14

BOARDWALK/ENTRANCE 27 0 25 77 48

COVERED BOAT DOCK

AND RAMP (ALT #2)

14 0 10 34 10

RAMP AND KAYAK

LAUNCH (ALT #3)

26 0 20 54 30

LARGE BRIDGE (ALT #4)

4 2 6 20 18

1/8" Rubber Leveling Pad

(Supplied By PermaTrak)

PermaTrak

Tread (Typ.)

PermaTrak

Beam

TYPICAL TREAD SPACING DETAIL

Scale: Not To Scale

1/2" Max.

Spacing

1/8" ±

1/8" Rubber Leveling Pad

(Supplied By PermaTrak)

*Shim & Non-Shrink

Grout As Required

PermaTrak

Tread (Typ.)

PermaTrak

Beam

*Note:

Due to tolerances and variance in precast production and installation

accuracy, shimming and grouting may be required. Where required

the entire bearing area and void shall be shim and grouted with

non-shrink grout.

TYPICAL SHIM/GROUT DETAIL

Scale: Not To Scale (UNDER TREAD)

TYPICAL SECTION

Scale = Not To Scale

9'-3" Typical

1'-6" 1'-6"

7'-9 3/4" +- Min Clear

Typical Tread

To Beam Connection

(See Detail On PT03)

DETAIL

PT04

A

30" Cast-In-Place

Pier (Typ.)

7" x 9 1/2"

PermaTrak Beam (Typ.)

5 1/2"x1'-11 7/8"

PermaTrak Tread

Approximate

Grade Line

Timber Railing

(By Others) (Typ.)

TYPICAL SECTION

Scale = Not To Scale

9'-3"

1'-6"

Typical Tread

To Beam Connection

(See Detail On PT03)

30" Cast-In-Place

Pier (Typ.)

7" x 9 1/2"

PermaTrak Beam

5 1/2"x1'-11 7/8"

PermaTrak Tread (Typ.)

Approximate

Grade Line

Timber Railing

(By Others) (Typ.)

11'-3"

AT ENTRANCE / BOARDWALK

TYPICAL SECTION

Scale = Not To Scale

6'-0"

1'-6"

Typical Tread

To Beam Connection

(See Detail On PT03)

30" Cast-In-Place

Pier (Typ.)

7" x 9 1/2"

PermaTrak Beam (Typ.)

5 1/2"x1'-11 7/8"

PermaTrak Tread

Approximate

Grade Line

PermaTrak Curb (Typ.)

9'-3"

1'-6"

AT KAYAK LAUNCH

9'-3"

24'-6"

DETAIL

PT04

A

DETAIL

PT04

B

10" Concrete Wall

(By Others)

5 1/2"x1'-11 7/8"

PermaTrak Tread5 1/2"x1'-11 7/8"

PermaTrak Tread

FOR BIDDING PURPOSES

NOT FOR CONSTRUCTION

PROJECT TITLE:6

5

4

3

2

1

LOUISIANA

OHIO

TEXAS

NORTH CAROLINA

SHEET NO.

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DATE:

JOB NUMBER:PREPARED FOR:

©2014 by PermaTrak® this

drawing contains information

that is proprietary to and

property of PermaTrak® and

shall be kept confidential. No

duplication or distribution of this

drawing may be made without

the express written consent of

PermaTrak® except for the

limited purposes set forth in the

contract between PermaTrak®

and party for whom this

drawing was made.

NO. DATE BY:DESCRIPTION

www.permatrak.com TEL: 877-332-7862

2019-1250

10/16/2019

KAS

MDH

KAS

PLEASANT RIDGE CAMP AND

RETREAT CENTER

GREENVILLE COUNTTY, SOUTH CAROLINA

DOMOKUR ARCHITECTS

OFFICE LOCATIONS

FLORIDA

Patented Product: U.S. Patent #5,906,084 #8,302,362 #8,522,505 #8,839,588 #9,096,975

PT02

FOR BIDDING PURPOSES

NOT FOR CONSTRUCTION

C 3/4" Dia. x 1'-5" Threaded

Bar With Nut & Washer

(Supplied By Others)

L

PermaTrak

Tread (Typ.)

1/8" Rubber Leveling Pad

(Supplied By PermaTrak)

Em

be

dm

en

t D

ep

th

(8

'-0

" M

in

.)

TYPICAL PIER CONNECTION DETAIL

Scale: 1" = 1'-0"

L

C 30" Cast-In-Place Pier

1/4" Minimum Shim & Non-Shrink

Grout As Required For Uniform Bearing

Notes:

1. Threaded Bar Shall Be Set In Epoxy

Adhesive Anchoring System.

2. Threaded Bar Shall Be Embedded A

Minimum of 3" Deep.

3. Drilled Hole Shall Be 7/8" In Diameter.

4. Completely Cover The Threaded Bar,

Nut and Washer And Fill The Void

Around The Threaded Bar With Epoxy

Adhesive Or Non-Shrink Grout.

Note: Railing Not Shown For Clarity.

Approximate

Ground Line

PermaTrak

Tread (Typ.)

1/4" Minimum Shim

& Non-Shrink Grout

As Required For

Uniform Bearing

C 3/4" Dia. x 1'-5" Threaded

Bar With Nut & Washer

(Supplied By Others)

L

1/2" Expansion

Joint Material

Beginning Or Ending Of Boardwalk

Concrete Approach Slab

8"

*

*

45°

TYPICAL APPROACH DETAIL

Scale: 1" = 1'-0"

L

C 30" Cast-In-Place Pier

Em

be

dm

en

t D

ep

th

(8

'-0

" M

in

.)

Notes:

1. Threaded Bar Shall Be Set In Epoxy Adhesive

Anchoring System.

2. Threaded Bar Shall Be Embedded A Minimum of

3" Deep.

3. Drilled Hole Shall Be 7/8" In Diameter.

4. Completely Cover The Threaded Bar, Nut and

Washer And Fill The Void Around The Threaded

Bar With Epoxy Adhesive Or Non-Shrink Grout.

* See Site Drawings For Dimensioning,

Reinforcement, And Concrete Material

Requirements Of Approach Slab.

Note: Curb And/Or Railing Not Shown For Clarity.

4"

2" Clr.

(Typ. All Around)

#4 Hook Bar @ 18" o.c.

Each Face

(2) Rows of 2-#4 Bars

2 - #4 Bars

PermaTrak

Beam

1/8" Rubber Leveling Pad

(Supplied By PermaTrak)

C 3/4"Ø All Thread

Fiberglass Rods With Nut.

Secure WIth HIT-HY-200

Epoxy Adhesive

Anchoring System.

Minimum Embedment

Into Precast Of 2 3/4".

L

PermaTrak Tread*

PermaTrak Beam*

4"

Varies

Scale: Not To Scale

TREAD TO BEAM CONNECTION

* Indicates Supplied By

Boardwalk Manufacturer

and Installed by contractor

PT03

1 SECTION

Scale: 1 1/2" = 1'-0"

4"

4"

L 6 x 6 x 3/8 x 0'-4"

(Composite)*

PT

03

1

Notes:

1. All holes shall be drilled by contractor.

2. One (1) Clip Angle is required on each end of any

tread with a handrail post attachment. Two (2) Clip

Angles total per individual tread U.N.O. in plan view.

TYPICAL PRECAST ABUTMENT DETAIL

Scale: 1" = 1'-0"

PermaTrak

Abutment

Beginning Or Ending

Of Boardwalk

Proposed Path

(At Grade)

PermaTrak Beam

PermaTrak Tread (Typ.)

1/8" Rubber Leveling Pad

(Supplied By PermaTrak)

4" Min. Thick Unreinforced Concrete Pad

(2000 PSI Min. Compressive Strength)

1/4" Minimum Shim & Non-Shrink Grout

As Required For Uniform Bearing.

Note: Curb And/Or Railing Not Shown For Clarity.

PROJECT TITLE:6

5

4

3

2

1

LOUISIANA

OHIO

TEXAS

NORTH CAROLINA

SHEET NO.

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DATE:

JOB NUMBER:PREPARED FOR:

©2014 by PermaTrak® this

drawing contains information

that is proprietary to and

property of PermaTrak® and

shall be kept confidential. No

duplication or distribution of this

drawing may be made without

the express written consent of

PermaTrak® except for the

limited purposes set forth in the

contract between PermaTrak®

and party for whom this

drawing was made.

NO. DATE BY:DESCRIPTION

www.permatrak.com TEL: 877-332-7862

2019-1250

10/16/2019

KAS

MDH

KAS

PLEASANT RIDGE CAMP AND

RETREAT CENTER

GREENVILLE COUNTTY, SOUTH CAROLINA

DOMOKUR ARCHITECTS

OFFICE LOCATIONS

FLORIDA

Patented Product: U.S. Patent #5,906,084 #8,302,362 #8,522,505 #8,839,588 #9,096,975

PT03

FOR BIDDING PURPOSES

NOT FOR CONSTRUCTION

Note:

Nominal Timber Post Size Is 4x4.

Actual Opening Between

Vertical Plates Is 3 1/2"x3 1/2"

L

4 1/4"

Notes:

1. Connection Hardware & Preformed

Holes Supplied By PermaTrak (Typ.).

2. Timber Railing Supplied By Others (Typ.).

1/2" Dia. Galv. Bolt

W/ Washer & Nut (Typ.)

1/4" PL (Galvanized)

PT02

ADETAIL

Scale: 1 1/2" = 1'-0"

PT03

1SECTION

Scale: 1 1/2" = 1'-0"

PT04

3

PT

04

2

1/2" Dia. Galv. Bolt

W/ Washer & Nut (Typ.)

1/4" PL (Galvanized)

C 3/8" Dia. x 8" Min. Carriage

Bolt With Washer & Nut. Bolt To

Pass Through Bottom Rail (Typ.)

L

C 4x4 Post Bracket Galv.

4x4 Post Bracket Galv.

4"

5/8"

2"

5/8"

PT04

3SECTION

Scale: 3" = 1'-0"

4x4 Post

Bracket Galv.

PT02

BDETAIL

Scale: 1 1/2" = 1'-0"

PT04

4SECTION

Scale: 1 1/2" = 1'-0"

PT

04

4

PermaTrak Curb

4"

C PermaTrak Curb

L

2"± Gap

3"

6"

5 1

/2

"

5 1

/2

"

3/4" Dia. x 10" Coiled Rod

w/ Nut and Oversized Washer

(Galvanized) (See Notes)

Sikaflex -11 FC

Expansive Filler

Material (Typ.)

Notes:

1. 2" diameter preformed holes

supplied by PermaTrak.

2. Fill oversized dowel holes with

Sikaflex-11 FC or approved equal.

3. After tightening nut, deform threads

on rod to prevent loosening.

PROJECT TITLE:6

5

4

3

2

1

LOUISIANA

OHIO

TEXAS

NORTH CAROLINA

SHEET NO.

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DATE:

JOB NUMBER:PREPARED FOR:

©2014 by PermaTrak® this

drawing contains information

that is proprietary to and

property of PermaTrak® and

shall be kept confidential. No

duplication or distribution of this

drawing may be made without

the express written consent of

PermaTrak® except for the

limited purposes set forth in the

contract between PermaTrak®

and party for whom this

drawing was made.

NO. DATE BY:DESCRIPTION

www.permatrak.com TEL: 877-332-7862

2019-1250

10/16/2019

KAS

MDH

KAS

PLEASANT RIDGE CAMP AND

RETREAT CENTER

GREENVILLE COUNTTY, SOUTH CAROLINA

DOMOKUR ARCHITECTS

OFFICE LOCATIONS

FLORIDA

Patented Product: U.S. Patent #5,906,084 #8,302,362 #8,522,505 #8,839,588 #9,096,975

PT04