amendment_01.pdf

W807PM61744502

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Reference Solicitation No. W912EE-16-B-0018, for FC/MR&T, Yazoo River Basin, Yalobusha River At Grenada, Enid Outlet Channel & Sardis Low er Lake, Grenada, Yalobusha & Panola Counties, Mississippi, Mississippi Lakes Fishing Piers scheduled to for bid opening on September 1st, 2016 at 2:00 p.m. CST. This solicitation is amended as follow s:

See continuation page for changes.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 29-Aug-2016

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EE-16-B-0018

X 9B. DATED (SEE ITEM 11)

29-Jul-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

29-Aug-2016

CODE

VICKSBURG CONTRACTING OFFICE

4155 CLAY ST

VICKSBURG MS 39183-3435

W912EE 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EE-16-B-0018

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

SPECIFICATIONS: Section 06 10 00 is revised and replaced.

DRAWINGS: Drawings S-001, S-301 Vol I, S-301 Vol II, and S-301 Vol III are revised and replaced.

Specifications revised by this amendment have the notation "Revised by Amendment 0001" at the bottom of the page. Text added by this amendment is shown as underlined. Text deleted by this amendment is shown as overstruck.

Drawings revised by this amendment have the notation “Revised by Amendment 0001” in the title block.

All other terms and conditions remain unchanged.

(End of Summary of Changes)

SECTION TABLE OF CONTENTS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

SECTION 06 10 00

ROUGH CARPENTRY

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DELIVERY AND STORAGE

1.4 GRADING AND MARKING

1.4.1 Lumber

1.5 SIZES AND SURFACING

1.6 MOISTURE CONTENT

1.7 PRESERVATIVE TREATMENT

1.8 QUALITY ASSURANCE

1.8.1 Drawing Requirements

1.8.2 Data Required

1.8.3 Certificates of Grade

1.9 ENVIRONMENTAL REQUIREMENTS

1.9.1 Local/Regional Materials

PART 2 PRODUCTS

2.1 LUMBER

2.1.1 Structural Lumber

2.1.2 Framing Lumber

2.2 OTHER MATERIALS

2.2.1 Miscellaneous Wood Members

2.2.1.1 Nonstress Graded Members

2.2.1.2 Wood Bumpers

2.2.1.3 Blocking

2.3 ROUGH HARDWARE

2.3.1 Bolts, Nuts, Studs, and Rivets

2.3.2 Anchor Bolts

2.3.3 Expansion Shields

2.3.4 Lag Screws and Lag Bolts

2.3.5 Wood Screws

2.3.6 Nails

2.3.7 Wire Nails

2.3.8 Timber Connectors

2.3.9 Clip Angles

2.3.10 Joist Hangers

2.3.11 Tie Straps

2.3.12 Metal Bridging

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Sills

3.1.1.1 Anchors in Concrete

SECTION 06 10 00 Page 1 Revised By Amendment 0001

3.1.2 Beams and Girders

3.1.3 Joists

3.2 INSTALLATION OF TIMBER CONNECTORS

3.3 ERECTION TOLERANCES

-- End of Section Table of Contents --

SECTION 06 10 00 Page 2

SECTION 06 10 00

ROUGH CARPENTRY

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC)

AITC TCM (2012) Timber Construction Manual, 5th Edition

AMERICAN LUMBER STANDARDS COMMITTEE (ALSC)

ALSC PS 20 (2015) American Softwood Lumber Standard

AMERICAN RAILWAY ENGINEERING AND MAINTENANCE-OF-WAY ASSOCIATION

(AREMA)

AREMA Eng Man (2012) Manual for Railway Engineering

AMERICAN WOOD COUNCIL (AWC)

AWC NDS (2012) National Design Specification (NDS) for Wood Construction

AWC WFCM (2012) Wood Frame Construction Manual for One- and Two-Family Dwellings

AMERICAN WOOD PROTECTION ASSOCIATION (AWPA)

AWPA P5 (2015) Standard for Waterborne Preservatives

APA - THE ENGINEERED WOOD ASSOCIATION (APA)

APA EWS T300 (2007) Technical Note: Glulam Connection Details

ASME INTERNATIONAL (ASME)

ASME B18.2.1 (2012; Errata 2013) Square and Hex Bolts and Screws (Inch Series)

ASME B18.2.2 (2010) Nuts for General Applications:

Machine Screw Nuts, Hex, Square, Hex Flange, and Coupling Nuts (Inch Series)

ASME B18.5.2.1M (2006; R 2011) Metric Round Head Short Square Neck Bolts

SECTION 06 10 00 Page 3

ASME B18.5.2.2M (1982; R 2010) Metric Round Head Square Neck Bolts

ASME B18.6.1 (1981; R 2008) Wood Screws (Inch Series)

ASTM INTERNATIONAL (ASTM)

ASTM A153/A153M (2009) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A307 (2014) Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile Strength

ASTM F1667 (2013) Driven Fasteners: Nails, Spikes, and Staples

ASTM F547 (2006; R 2012) Nails for Use with Wood and Wood-Base Materials

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2012) International Building Code

SOUTHERN PINE INSPECTION BUREAU (SPIB)

SPIB 1003 (2002) Standard Grading Rules for Southern Pine Lumber

TRUSS PLATE INSTITUTE (TPI)

TPI 1 (2007; R 2006) National Design Standard for Metal Plate Connected Wood Truss Construction; Commentary and Appendices

U.S. DEPARTMENT OF COMMERCE (DOC)

DOC/NIST PS56 (1973) Structural Glued Laminated Timber

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

CID A-A-1923 (Rev A; Notice 2) Shield, Expansion (Lag, Machine and Externally Threaded Wedge Bolt Anchors)

CID A-A-1924 (Rev A; Notice 2) Shield, Expansion (Self Drilling Tubular Expansion Shell Bolt Anchors

CID A-A-1925 (Rev A; Notice 2) Shield Expansion (Nail Anchors)

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in

SECTION 06 10 00 Page 4 accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Fabricated structural members; G

Modifications of structural members; G

Drawings of structural laminated members, fabricated wood trusses, engineered wood joists and rafters, and other fabricated structural members indicating materials, shop fabrication, and field erection details; including methods of fastening.

Nailers and Nailing Strips; G

Drawings of field erection details, including materials and methods of fastening nailers in conformance with Factory Mutual wind uplift rated systems specified in other Sections of these specifications.

SD-05 Design Data

Modifications of structural members; G, ED

Design analysis and calculations showing design criteria used to accomplish the applicable analysis.

SD-06 Test Reports

Preservative-treated lumber

SD-07 Certificates

Certificates of grade

Manufacturer's certificates (approved by an American Lumber Standards approved agency) attesting that lumber and material not normally grade marked meet the specified requirements.

Certificate of Inspection for grade marked material by an American Lumber Standards Committee (ALSC) recognized inspection agency prior to shipment.

1.3 DELIVERY AND STORAGE

Deliver materials to the site in an undamaged condition. Store, protect, handle, and install prefabricated structural elements in accordance with manufacturer's instructions and as specified. Store materials off the ground to provide proper ventilation, with drainage to avoid standing water, and protection against ground moisture and dampness. Store materials with a moisture barrier at both the ground level and as a cover forming a well ventilated enclosure. Remove defective and damaged materials and provide new materials. Store separated reusable wood waste convenient to cutting station and area of work.

1.4 GRADING AND MARKING

1.4.1 Lumber

Mark each piece of framing and board lumber or each bundle of small pieces

SECTION 06 10 00 Page 5 of lumber with the grade mark of a recognized association or independent inspection agency. Such association or agency shall be certified by the Board of Review, American Lumber Standards Committee, to grade the species used. Surfaces that are to be exposed to view shall not bear grademarks, stamps, or any type of identifying mark. Hammer marking will be permitted on timbers when all surfaces will be exposed to view.

1.5 SIZES AND SURFACING

ALSC PS 20 for dressed sizes of yard and structural lumber. Lumber shall be surfaced four sides. Size references, unless otherwise specified, are nominal sizes, and actual sizes shall be within manufacturing tolerances allowed by the standard under which the product is produced. Other measurements are IP or SI standard.

1.6 MOISTURE CONTENT

Air-dry or kiln-dry lumber. Kiln-dry treated lumber after treatment.

Maximum moisture content of wood products shall be as follows at the time of delivery to the job site:

a. Framing lumber and board, 19 percent maximum

b. Timbers 5 inches and thicker, 25 percent maximum

c. Materials other than lumber; moisture content shall be in accordance with standard under which the product is produced

1.7 PRESERVATIVE TREATMENT

Treat wood products with waterborne wood preservatives conforming to AWPA P5.

Pressure treatment of wood products shall conform to the requirements of AWPA BOOK Use Category System Standards U1 and T1. Pressure-treated wood products shall not contain arsenic, chromium, or other agents classified as carcinogenic, probably carcinogenic, or possibly carcinogenic to humans (compounds in Groups 1, 2A, or 2B) by the International Agency for Research on Cancer (IARC), Lyon, France. Pressure-treated wood products shall not exceed the limits of the U.S. EPA's Toxic Characteristic Leaching Procedure (TCLP), and shall not be classified as hazardous waste. Submit certification from treating plant stating chemicals and process used and net amount of preservatives retained are in conformance with specified standards.

a. 0.25 pcf intended for above ground use.

b. 0.40 pcf intended for ground contact and fresh water use. 0.60 pcf intended for Ammoniacal Copper Quaternary Compound (ACQ)-treated foundations. 0.80 to 1.00 pcf intended for ACQ-treated pilings. All wood shall be air or kiln dried after treatment. Specific treatments shall be verified by the report of an approved independent inspection agency, or the AWPA Quality Mark on each piece. Brush coat areas that are cut or drilled after treatment with either the same preservative used in the treatment or with a 2 percent copper naphthenate solution.

All lumber and woodwork shall be preservative treated. The following items shall be preservative treated:

1. Wood framing, woodwork, and plywood up to and including the subflooring at the first-floor level of structures having crawl spaces when the bottoms of such items are 24 inches or less from

SECTION 06 10 00 Page 6 the earth underneath.

2. Wood members that are in contact with water.

3. Exterior wood steps, platforms, and railings; and all wood framing of open, roofed structures.

4. Wood sills, soles, plates, furring, and sleepers that are less than 24 inches from the ground, furring and nailers that are set into or in contact with concrete or masonry.

1.8 QUALITY ASSURANCE

1.8.1 Drawing Requirements

For fabricated structural members, trusses, qlu-lam members, indicate materials, details of construction, methods of fastening, and erection details. Include reference to design criteria used and manufacturers design calculations. Submit drawings for all proposed modifications of structural members. Do not proceed with modifications until the submittal has been approved.

1.8.2 Data Required

Submit calculations and drawings for all proposed modifications of structural members. Do not proceed with modifications until the submittal has been approved.

1.8.3 Certificates of Grade

Submit certificates attesting that products meet the grade requirements specified in lieu of grade markings where appearance is important and grade marks will deface material.

1.9 ENVIRONMENTAL REQUIREMENTS

1.9.1 Local/Regional Materials

During and immediately after installation of treated wood, engineered wood products, and laminated wood products at interior spaces, provide temporary ventilation.

PART 2 PRODUCTS

2.1 LUMBER

2.1.1 Structural Lumber

Any of the species and grades listed in AWC NDS that have allowable unit stresses in pounds per square inch (psi) not less than 8,300 Fb, 4,800 Ft, 5,400 Fc, with 1,200,000 E. Use for joists, rafters, headers, trusses, beams (except collar beams), columns, posts, stair stringers, girders, and all other members indicated to be stress rated. Design of members and fastenings shall conform to AITC TCM. Other stress graded or dimensioned items such as blocking, carriages, and studs shall be standard or No. 2 grade except that studs may be Stud grade.

SECTION 06 10 00 Page 7

2.1.2 Framing Lumber

Framing lumber such as studs, plates, caps, collar beams, cant strips, bucks, sleepers, nailing strips, and nailers and board lumber such as subflooring and wall and roof sheathing shall be one of the species listed in the table below. Minimum grade of species shall be as listed.

Finger-jointed lumber may be used in the same applications as solid lumber of an equivalent species and grade, provided the finger-jointed lumber meets all the requirements of the certification and the quality control programs of the rules writing agency having jurisdiction and all applicable requirements of DOC/NIST PS56.

Table of Grades for Framing and Board Lumber

Grading Rules Species Framing Board Lumber

SPIB 1003 standard grading rules

Southern Pine All Species:

Standard Light Framing or No.

3 Structural Light Framing (Stud Grade for 2x4 nominal size, 10 feet and shorter)

No. 2 Boards

2.2 OTHER MATERIALS

2.2.1 Miscellaneous Wood Members

2.2.1.1 Nonstress Graded Members

Members shall include bridging, corner bracing, furring, grounds, and nailing strips. Members shall be in accordance with TABLE I for the species used. Sizes shall be as follows unless otherwise shown:

Member Size inch

Bridging 1 x 3 or 1 x 4 for use between members 2 x 12 and smaller;

2 x 4 for use between members larger than 2 x 12.

Corner bracing 1 x 4.

Furring 1 x 3

Nailing strips 1 x 3 or 1 x 4.

SECTION 06 10 00 Page 8

2.2.1.2 Wood Bumpers

AREMA Eng Man, Industrial grade cross ties

2.2.1.3 Blocking

Blocking shall be standard or number 2 grade.

2.3 ROUGH HARDWARE

Unless otherwise indicated or specified, rough hardware shall be of the type and size necessary for the project requirements. Sizes, types, and spacing of fastenings of manufactured building materials shall be as recommended by the product manufacturer unless otherwise indicated or specified. Rough hardware exposed to the weather or embedded in or in contact with preservative treated wood, exterior masonry, or concrete walls or slabs shall be hot-dip zinc-coated in accordance with ASTM A153/A153M.

2.3.1 Bolts, Nuts, Studs, and Rivets

ASME B18.2.1, ASME B18.5.2.1M, ASME B18.5.2.2M and ASME B18.2.2.

2.3.2 Anchor Bolts

ASTM A307, galvanized, size as indicated, complete with nuts and washers.

2.3.3 Expansion Shields

CID A-A-1923, CID A-A-1924, and CID A-A-1925. Except as shown otherwise, maximum size of devices shall be 3/8 inch.

2.3.4 Lag Screws and Lag Bolts

ASME B18.2.1.

2.3.5 Wood Screws

ASME B18.6.1.

2.3.6 Nails

ASTM F547, size and type best suited for purpose. In general, 8-penny or larger nails shall be used for nailing through 1 inch thick lumber and for toe nailing 2 inch thick lumber; 16-penny or larger nails shall be used for nailing through 2 inch thick lumber. Nails used with treated lumber and sheathing shall be hot-dipped galvanized in accordance with ASTM A153/A153M.

Nailing shall be in accordance with the recommended nailing schedule contained in AWC WFCM. Where detailed nailing requirements are not specified, nail size and spacing shall be sufficient to develop an adequate strength for the connection. The connection's strength shall be verified against the nail capacity tables in AWC NDS. Reasonable judgment backed by experience shall ensure that the designed connection will not cause the wood to split. If a load situation exceeds a reasonable limit for nails, a specialized connector shall be used.

2.3.7 Wire Nails

ASTM F1667.

SECTION 06 10 00 Page 9

2.3.8 Timber Connectors

Unless otherwise specified, timber connectors shall be in accordance with TPI 1, APA EWS T300 or AITC TCM.

2.3.9 Clip Angles

Steel, 3/16 inch thick, best suited for intended use; or zinc-coated steel or iron commercial clips designed for connecting wood members.

2.3.10 Joist Hangers

Steel or iron, zinc coated, sized to fit the supported member, of sufficient strength to develop the full strength of the supported member in accordance with ICC IBC, and furnished complete with any special nails required.

2.3.11 Tie Straps

For joists supported by the lower flange of steel beams, provide 1/8 by 1-1/2 inch steel strap, 2 feet long.

2.3.12 Metal Bridging

No. 16 U.S. Standard gage, cadmium-plated or zinc-coated.

PART 3 EXECUTION

3.1 INSTALLATION

Conform to AWC WFCM unless otherwise indicated or specified. Fit framing lumber and other rough carpentry, set accurately to the required lines and levels, and secure in place in a rigid manner. Do not splice framing members between bearing points. Set joists, rafters, and purlins with their crown edge up. Frame members for the passage of pipes, conduits, and ducts. Do not cut or bore structural members for the passage of ducts or pipes without approval. Reinforce all members damaged by such cutting or boring by means of specially formed and approved sheet metal or bar steel shapes, or remove and provide new, as approved. Provide as necessary for the proper completion of the work all framing members not indicated or specified. Spiking and nailing not indicated or specified otherwise shall be in accordance with the Nailing Schedule contained in ICC IBC; perform bolting in an approved manner. Spikes, nails, and bolts shall be drawn up tight. Timber connections and fastenings shall conform to AWC NDS. Use slate or steel shims when leveling joists, beams, and girders on masonry or concrete. Do not use shimming on wood or metal bearings. When joists, beams, and girders are placed on masonry or concrete, a wood base plate shall be positioned and leveled with grout. The joist, beam, or girder shall then be placed on the plate. When joists, beams, and girders are set into masonry or concrete, a pocket shall be formed into the wall. The joist, beam, or girder shall then be placed into the pocket and leveled with a steel shim.

3.1.1 Sills

Set sills level and square and wedge with steel or slate shims; point or grout with non-shrinking cement mortar to provide continuous and solid bearing. Anchor sills to the foundations as indicated. Where sizes and spacing of anchor bolts are not indicated, provide not less than 5/8 inch

SECTION 06 10 00 Page 10 diameter bolts at all corners and splices and space at a maximum of 6 feet o.c. between corner bolts. Provide at least two bolts for each sill member. Lap and splice sills at corners and bolt through the laps or butt the ends and through-bolt not more than 6 inches from the ends. Provide bolts with plate washers and nuts. Bolts in exterior walls shall be zinc-coated.

3.1.1.1 Anchors in Concrete

Embed anchor bolts not less than 84 1/2 inches in poured concrete walls and provide each with a nut and a 2 inch diameter washer at bottom end. A bent end may be substituted for the nut and washer; bend shall be not less than 90 degrees. Powder-actuated fasteners spaced 3 feet o.c. may be provided in lieu of bolts for single thickness plates on concrete.

3.1.2 Beams and Girders

Set beams and girders level and in alignment and anchor to bearing walls, piers, or supports with U-shaped steel strap anchors. Embed anchors in concrete or masonry at each bearing and through-bolt to the beams or girders with not less than two bolts. Provide bolts not less than 1/2 inch in diameter and with plate washers under heads and nuts. Install beams and girders with 8 inch minimum end bearing on walls or supports. Provide joints and splices over bearings only and bolt or spike together.

3.1.3 Joists

Provide joists of the sizes and spacing indicated, accurately and in alignment, and of uniform width. Joists shall have full bearing on sills, plates, beams, girders, and trusses; provide laps over bearing only and spike. Where joists are of insufficient length to produce a 12 inch lap, butt joists over bearing and provide wood scabs 2 nominal inches thick by depth of joists by 24 inches long or metal straps 1/4 by 1 1/2 inch by not less than 18 inches long nailed to each joist with not less than four 10-penny nails, or approved sheet metal connectors installed in accordance with the manufacturer's recommendations. Provide metal hangers for joists framing into the side of headers, beams, or girders. When a portion of the joist extends above the top flange of a steel beam or girder, provide a 3/8 inch space between the top flange and the extended portion of the joists to allow for shrinkage of joists. The minimum joist end bearing shall be 4 inches, and joists built into concrete or masonry shall have a 1/2 inch minimum clearance at the top, end, and sides. For joists approved to be bored for the passage of pipes or conduits, bore through the neutral axis of the joist. Provide steel joist hangers of proper size and type to receive the ends of all framed joists.

3.2 INSTALLATION OF TIMBER CONNECTORS

Installation of timber connectors shall conform to applicable requirements of AWC NDS.

3.3 ERECTION TOLERANCES

a. Framing members which will be covered by finishes such as wallboard, plaster, or ceramic tile set in a mortar setting bed, shall be within the following limits:

(1) Layout of walls and partitions: 1/4 inch from intended position;

SECTION 06 10 00 Page 11

(2) Plates and runners: 1/4 inch in 8 feet from a straight line;

(3) Studs: 1/4 inch in 8 feet out of plumb, not cumulative; and

(4) Face of framing members: 1/4 inch in 8 feet from a true plane.

b. Framing members which will be covered by ceramic tile set in dry-set mortar, latex-portland cement mortar, or organic adhesive shall be within the following limits:

(1) Layout of walls and partitions: 1/4 inch from intended position;

(2) Plates and runners: 1/8 inch in 8 feet from a straight line;

(3) Studs: 1/8 inch in 8 feet out of plumb, not cumulative; and

(4) Face of framing members: 1/8 in 8 feet from a true plane.

-- End of Section --

SECTION 06 10 00 Page 12

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GENERAL STRUCTURAL NOTES

STRUCTURAL STEEL AND METAL FABRICATION

PILES

CAST-IN-PLACE CONCRETE ABBREVIATIONS

IN NO CASE SHALL THE COVER BE LESS THAN:

FORMED AND SCREEDED SURFACES:

2.5 TIMES THE MAXIMUM DIAMETER OF THE REINFORCEMENT

1.5 TIMES THE NOMINAL MAXIMUM SIZE OF THE AGGREGATE

SURFACES EXPOSED TO ABRASION

UNFORMED SURFACES IN CONTACT WITH FOUNDATION

EQUAL TO OR GREATER THAN 24" IN THICKNESS

GREATER THAN 12" AND LESS THAN 24" IN THICKNESS

12" OR LESS IN THICKNESS

6"

4"

4"

3"

2"

HT

H.S.

GALV

G

FS

FF

FES

F.H.

EXIST

EW

ES

EL.

EL

EJ

EF

E

DWG

DIA

D/S

D.V. MH.

D.V.

D.P.

D.I.

D

CONC

CMP

CLR

CL

CJ

CB

C/L

C.R.S.

C.I.

C&G

C

BOT

BL

BITUM

BF

B/L

AZ

APPROX

ALUM

ALT. SP.

ALT W/

HEIGHT

HIGH STRENGTH

GALVANIZED

GAS

FAR SIDE

FAR FACE

FLARED END SECTION

FIRE HYDRANT

EXISTING

EACH WAY

EQUALLY SPACED

ELEVATION

ELEVATION

EXPANSION JOINT

EACH FACE

ELECTRICAL

DRAWING

DIAMETER

DOWNSTREAM

DRAIN VALVE MANHOLE

DRAIN VALVE

DRAIN PIPE

DROP INLET

DRAIN

CONCRETE

CORRUGATED METAL PIPE

CLEAR

CLEAR COVER

CONSTRUCTION JOINT

CATCH BASIN

CENTER LINE

CORROSION-RESISTANT STEEL

CAST IRON

CURB & GUTTER

CENTER

BOTTOM

BOTTOM LAYER

BITUMINOUS

BOTTOM FACE

BASELINE

AZIMUTH

APPROXIMATE

ALUMINUM

ALTERNATE SPACING

ALTERNATE WITH

WM

W/L

W.M.

W

W

UNO

UGND

U/S

TYP

TP

TL

TF

TEL.M.H.

TD

T&B

T

STD. HK.

STA.

SST

SPEC

SB/L

SAN

S.C.O.

S

R/W

P.T.

P.C.

P

OS

OPT.

OF

OC

O.C.

NS

NO

NF

N.T.S.

MISC

MIRR

MIN

MH

MAX

LS

LP

LG

L/W

IF

WIDTH

WALL LINE

WATER METER

WATER

WATER MAIN

UNLESS NOTED OTHERWISE

UNDERGROUND

UPSTREAM

TYPICAL

TEST PILE

TOP LAYER

TOP FACE

TELEPHONE MANHOLE

TRENCH DRAIN

TOP AND BOTTOM

TELEPHONE

STANDARD HOOK

STATION

STAINLESS STEEL

SPECIFICATIONS

SUBBASELINE

SANITARY

SEWER CLEANOUT

SEWER

RIVERWARD

POINT OF TANGENCY

POINT OF CURVATURE

POWER

OFFSET

OPTIONAL

OUTSIDE FACE

ON CENTER

ON CENTER

NEAR SIDE

NUMBER

NEAR FACE

NOT TO SCALE

MISCELLANEOUS

MIRRORED

MINIMUM

MANHOLE

MAXIMUM

LIGHT STANDARD

LIGHT POLE

LONG

LANDWARD

INSIDE FACE

4.

3.

2.

1.

TIES AND SPIRAL REINFORCEMENT SHALL CONFORM TO ASTM A 82

STRAND ASTM A416 GRADE 270 (Fpu=270 KSI)

PRESTRESSING STRANDS SHALL CONFORM TO SEVEN WIRE 1/2" DIA LOW-RELAXATION

5,000 PSI AT 28 DAYS.

PRESTRESSED CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF

* Fy BASED ON 0.2% OFFSET STRAIN

Fy IS THE MINIMUM YIELD STRENGTH

ANCHOR BOLTS

OTHER SHAPES AND PLATES

STEEL REINFORCING

ASTM A307

ASTM A572

ASTM A615 GRADE 60

Fy=50 KSI

Fy=60 KSI

TREATMENT FROM MANUFACTURER/FABRICATOR.

BITUMINOUS PAINT (SSPC-PAINT 12 CONTAINING NO ASBESTOS FIBERS) OR PRESCRIBED

ALL ALUMINUM IN CONTACT WITH CONCRETE SHALL BE COATED WITH 2 COATS OF

PAINTED/COATED AS SPECIFIED.

ALL BARE OR EXPOSED STEEL, WELDS, SCRATCHES, GRIND AREAS, ETC. SHALL BE

WATERTIGHT BY RUNNING A CONTINUOUS 1/8" FILLET WELD ALONG ALL EDGES OF THE CONTACT.

STEEL SURFACES IN CONTACT WITH MEMBERS INTENDED TO BE SUBMERGED SHALL BE SEALED

MADE FOR MACHINING.

DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL DIMENSIONS; ALLOWANCES MUST BE

DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR APPROVAL.

TYPE OF WELDS REQUIRED. DETAILED INFORMATION SHALL BE SHOWN ON THE SHOP

WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AWS AND INDICATE ONLY SIZE AND

E70XX ELECTRODES.

ELECTRIC WELDING SHALL CONFORM TO THE PROVISIONS OF AWS D1.1-06 USING

STEEL SHAPES SHALL BE COATED IN ACCORDANCE WITH ASTM A 123 AFTER FABRICATION.

GALVANIZED HARDWARE SHALL BE COATED IN ACCORDANCE WITH ASTM A 153. GALVANIZED

BE INSTALLED UNDER NUTS OF FASTENERS.

NOT DETAILED SHALL BE DESIGNATED AS BEARING-TYPE CONNECTIONS. WASHERS SHALL

BOLTS FOR STEEL CONNECTIONS SHALL BE 3/4" DIAMETER UNO. ALL BOLTED CONNECTIONS

OTHERWISE. FIELD CONNECTIONS SHALL BE BOLTED UNLESS OTHERWISE NOTED.

SHOP CONNECTIONS MAY BE WELDED OR BOLTED UNLESS SPECIFICALLY DETAILED

MATERIAL SHALL MEET THE FOLLOWING REQUIREMENTS

STEEL CONSTRUCTION MANUAL, THIRTEENTH EDITION.

STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC

11.

10.

9.

8.

7.

6.

5.

THE DRAWINGS.

REINFORCEMENT WILL BE DICTATED BY THE GEOMETRY AND DIMENSIONS SHOWN ON

BAR SPACING INDICATED ON REINFORCING DRAWINGS IS A MAXIMUM. ACTUAL SPACING OF

NO WELDING SHALL BE PERMITTED ON REINFORCEMENT UNLESS OTHERWISE NOTED.

SPLICE CONSIDERED EXCESSIVE BY THE CONTRACTING OFFICER WILL NOT BE APPROVED.

SPLICES IN EACH INDIVIDUAL STRUCTURAL ELEMENT SHALL BE HELD TO A MINIMUM AND ANY

CONSTRUCTABILITY AND APPROVED BY THE CONTRACTING OFFICER. THE NUMBER OF

SMALLER BAR BEING LAPPED. SPLICES MAY BE MADE WHERE ESSENTIAL FOR

LAPS AND HOOKS" TABLE SHOWN ON SHEET S-002. SPLICE LENGTHS SHALL BE BASED ON THE

REINFORCEMENT SPLICE LENGTHS SHALL BE IN ACCORDANCE WITH THE "BAR EMBEDMENT,

REQUIRED STRAIGHT EMBEDDED LENGTH CANNOT BE OBTAINED.

"BAR EMBEDMENT, LAPS AND HOOKS" TABLE SHOWN ON SHEET S-002. PROVIDE HOOKS IF THE

REINFORCMENT EMBEDDED LENGTHS AND HOOK LENGTHS SHALL BE IN ACCORDANCE WITH THE

EMBEDDED ITEMS.

FOR REASONABLE CONSTRUCTABILITY AND TO MISS SECOND PLACEMENT OR

APPROVED EXCEPT IF, IN THE OPINION OF THE CONTRACTING OFFICER, SUCH IS ESSENTIAL

FIELD BENDING OF REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE WILL NOT BE

CONTRACTING OFFICER.

OBSTRUCTIONS, REINFORCEMENT SHALL BE BENT OR SHIFTED AS DIRECTED BY THE

WHERE NECESSARY TO AVOID OPENINGS, EMBEDDED ITEMS AND OTHER

REINFORCEMENT SHALL NOT BE CONTINUOUS ACROSS EXPANSION JOINTS.

REINFORCEMENT SHALL BE CONTINUOUS ACROSS CONSTRUCTION JOINTS.

REINFORCEMENT SHALL BE CONTINUOUS AT CORNERS.

OTHERWISE INDICATED SHALL BE:

MINIMUM CLEAR COVER TO THE NEAREST SURFACE FOR REINFORCEMENT EXCEPT AS

THE PRESENCE OF CHLORIDE IONS EXCEED 0.15 PERCENT BY WEIGHT OF CEMENT.

CALCIUM CHLORIDE BE PERMITTED THAT R ESULTS IN A TOTAL CONCRETE MIX IN WHICH

CALCIUM CHLORIDE SHALL NOT BE PERMITTED NOR SHALL ANY ADMIXTURE CONTAINING

CONCRETE DISCHARGE TIME AT THE SITE IS ADDRESSED IN THE SPECIFICATIONS.

"BUILDING OFFICIAL".

"CONTRACTING OFFICER" SHALL BE SUBSTITUTED FOR THE WORD "ENGINEER" AND/OR

CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY." THE WORDS

REINFORCEMENT PLACEMENT AND DETAILING SHALL CONFORM TO ACI 318-08, "BUILDING

CONCRETE REINFORCING STEEL INSTITUTE.

REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE NUMBERING SYSTEM OF THE

EXTERNAL CORNERS, AND VERTICAL EXPANSION JOINTS.

UNLESS OTHERWISE NOTED, PROVIDE 3/4" CHAMFER AT ALL EXPOSED JOINTS, EDGES,

CONCRETE", PARAGRAPH 3.4.3.1. SURFACES COVERED BY BACKFILL SHALL BE CLASS "C" FINISH.

FINISH. REFER TO SPECIFICATIONS SECTION 03 31 00.00 12 "CAST-IN-PLACE STRUCTURAL

ALL EXTERIOR FORMED SURFACES NOT COVERED BY BACKFILL SHALL HAVE A SACK-RUB

LOCATIONS SHALL BE APPROVED BY THE CONTRACTING OFFICER.

THE INTEGRITY OF THE CONCRETE STRUCTURE. THESE ADDITIONAL CONSTRUCTION JOINT

SHOWN, CONSTRUCTION JOINTS SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR

PROVIDE CONSTRUCTION JOINTS WHERE SHOWN ON THE DRAWINGS. WHERE NOT

REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60 (FY = 60,000 PSI).

90 DAYS IF POZZOLAN IS USED.

CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 4,000 PSI AT 28 DAYS, 18.

17.

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

CONSIDERATION SHOULD BE GIVEN TO HARD DRIVING CONDITIONS SHOULD THEY OCCUR.

ENCOUNTERED PERIODICALLY WHILE DRIVING CONCRETE OR STEEL PILES. APPROPRIATE

THE CONTRACTOR IS ADVISED THAT BURIED STUMPS OR SIMILAR DEBRIS MAY BE

DIMENSIONS AND/OR ELEVATIONS MARKED THUS (NTS) ARE NOT SHOWN TO SCALE

VERIFY ACTUAL DIMENSIONS IN THE FIELD.

DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+) ARE APPROXIMATE. CONTRACTOR SHALL

ELEVATIONS ARE IN FEET AND REFER TO NAVD88 (2004.65).

SEE NOTE 3

POST, TYP.

4" x 4" TIMBER

C OF DECK SLAB

2" x 8" CONNNECTION

SEE S-501 FOR DETAILS ON

2" x 8" TIMBER RAILING, TYP.

IE

D

J B

P

A N

S I

D

S-301 " = 1'-0"2

1SCALE:

J a s o n B P a s c h a l

TYPICAL PIER SECTION TOP VIEW

" = 1'-0"4

3SCALE:

L

SCALE: NONE

DETAIL A - CONCRETE DECK SLOPE

SCALE: 3" = 1'-0" SCALE: 3" = 1'-0"

DETAIL "B" TYPICAL RAILING ANCHOR

S E

E N

O T

E

SECTION

SECTION

1% SLOPE 1% SLOPE

S

L O

P E

S

L O

P E

C

D

D

"2

T Y

P

TYP.

0 3" 6" 12"

SCALE: 3" = 1'-0"

S-301

S-301

S-301

12" 0 2'1'6"

"SCALE: = 1'-0"

12" 0 1'

"SCALE: = 1'-0"

2' 4'3'

/2

/2

Y -1

-3

S -3

D e c k R a il in g D e ta il s

V o l I.

d g n

C O

N C

R E

T E D

E C

K R

A

IL

IN

G D

E T

A

IL

S

G R

E N

A D

A F

IS

H

IN

G P

IE

R

" = 1'-0"4

3SCALE:

SECTION

S-101

A

" = 1'-0"4

3SCALE:

SECTION

S-101

B

L O

C A

T

IO

N S

H E

IG

H T A

T V

A R

IO

U S

A D

A A

C C

E S

S R

A

IL

IN

G

L O

C A

T

IO

N S

A T V

A R

IO

IL

IN

G H

E

IG

H T

A A

C C

E

SOUTHERN PINE.

PINE AND CONFORM TO THE STANDARD GRADING RULES FOR TREATED

4. ALL TIMBER RAILING COMPONENTS SHALL BE TREATED SOUTHERN

SPECIFICATION SECTION 06 10 00.

RECOMMENDATIONS. ANCHOR BOLT SHALL BE ACORDING TO

EPOXY SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S

MANUFACTURED BY HILTI. ALL PREPARATION AND INSTALLATION OF

INJECTABLE ADHESIVE SIMILAR OR EQUAL TO HILTI HIT-RE 500-SD

" ANCHOR BOLT IN PLACE WITH A TWO-COMPONENT 2

1EPOXY THE

" DIA. HOLE x 4.5" DEEP INTO THE CONCRETE DECK AND 16

93. DRILL

2. THICKNESS AT LONG FACES OF SLAB.

1. REINFORCEMENT, PILE CAPS, & PILES NOT SHOWN FOR CLARITY.

NOTE:

R E

V

IS

E D B

Y A

M E

N D

M E

N T

/2

/2

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

V

IC

K S

B U

R G D

IS

T R

IC

T

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P I

A N

S I

D

D E

S

IG

N B

R A

N C

H

E C D

IV

IS

IO

N D a v id L

W a ll a c e P .E

W E

E -1

-B -0

W E

E -1

-C -x x x x

F C /M

R

T

Y A

Z O

O R

IV

E R B

A S

IN

M

IS

S

IS

S

IP

P I

G R

E N

A D

A

Y A

L O

B U

S H

A P

A N

O L

A C

O U

N T

IE

S

M

IS

S

IS

S

IP

P I L

A K

E S F

IS

H

IN

G P

IE

R S

S T

R U

C T

U R

E S S

E C

T

IO

N

/0

/2

Y -1

-3

E N

ID

L

A K

E O

U T

L E

T C

H A

N N

E L S

A R

D

IS

L

O W

E R L

A K

E Y

A L

O B

U S

H A R

IV

E R A

T G

R E

N A

D A

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

ON 2" x 6" CONNECTION

SEE SHEET S-501 FOR DETAILS

DETAIL "B"

10'-0"

POST, TYP.

4" x 4" TIMBER

2" x 8" TIMBER RAILING, TYP.

RAILING, TYP.

2" x 6" HORIZONTAL TIMBER

10'-0"

T Y

P

CONCRETE SLOPE

SEE DETAIL "A" FOR

RAILING, TYP.

2" x 6" HORIZONTAL TIMBER

2" x 8" TIMBER RAILING, TYP.

RAILING, TYP.

2" x 6" HORIZONTAL TIMBER

4" x 4" TIMBER POST, TYP.

7" 7"

15'-0"

"2

1'-11"2

1'-113'-0"3'-0""2

1'-11"2

1'-11

RAILING, TYP.

2" x 6" HORIZONTAL TIMBER

POST, TYP.

4" x 4" TIMBER

T

Y P

2" x 8" TIMBER RAILING, TYP.

C

S-301

C OF DECK SLAB

CONCRETE SLOPE

SEE DETAIL "A" FOR

DECK TO PILE CAP CONNNECTION

SEE SHEET S-501 DETAILS ON

RAILING, TYP.

2" x 6" HORIZONTAL TIMBER

POST, TYP.

4" x 4" TIMBER

15'-0"

7" 7"

"4

"2

1'-11"2

1'-113'-0"3'-0""2

1'-11"2

1'-11

L

POST, TYP.

4" x 4" TIMBER

SEE NOTE 3

POST, TYP.

4" x 4" TIMBER

C OF DECK SLAB

10'-0"

T

Y P

CONCRETE SLOPE

SEE DETAIL "A" FOR

RAILING, TYP.

2" x 6" HORIZONTAL TIMBER RAILING, TYP.

2" x 6" HORIZONTAL TIMBER

2" x 8" TIMBER RAILING, TYP.

4" x 4" TIMBER POST, TYP.

10'-0"

"RAILING, TYP.

2" x 6" HORIZONTAL TIMBER

2" x 8" TIMBER RAILING, TYP.

POST, TYP.

4" x 4" TIMBER

2" x 8" TIMBER RAILING, TYP.

2" x 8" CONNNECTION

SEE S-501 FOR DETAILS ON

IE

D

J B

P

A N

S I

D

S-301 " = 1'-0"2

1SCALE:

J a s o n B P a s c h a l

TYPICAL PIER SECTION TOP VIEW

" = 1'-0"4

3SCALE:

L

SCALE: NONE

DETAIL A - CONCRETE DECK SLOPE

SCALE: 3" = 1'-0" SCALE: 3" = 1'-0"

DETAIL "B" TYPICAL RAILING ANCHOR

S E

E N

O T

E

SECTION

SECTION

1% SLOPE 1% SLOPE

S

L O

P E

S

L O

P E

C

D

D

"2

T Y

P

TYP.

0 3" 6" 12"

SCALE: 3" = 1'-0"

S-301

S-301

S-301

12" 0 2'1'6"

"SCALE: = 1'-0"

12" 0 1'

"SCALE: = 1'-0"

2' 4'3'

/2

/2

Y -1

-3

S -3

D e c k R a il in g D e ta il s

V o l

II

.d g n

C O

N C

R E

T E D

E C

K R

A

IL

IN

G D

E T

A

IL

S

E N

ID

F

IS

H

IN

G P

IE

R

" = 1'-0"4

3SCALE:

SECTION

S-101

B

L O

C A

T

IO

N S

H E

IG

H T A

T V

A R

IO

A A

C C

E S

S R

A

IL

C A

T

IO

N S

A T V

A R

IO

IL

IN

G H

E

IG

A A

C C

E

R E

V

IS

E D B

Y A

M E

N D

M E

N T

/2

/2

SOUTHERN PINE.

PINE AND CONFORM TO THE STANDARD GRADING RULES FOR TREATED

4. ALL TIMBER RAILING COMPONENTS SHALL BE TREATED SOUTHERN

SPECIFICATION SECTION 06 10 00.

RECOMMENDATIONS. ANCHOR BOLT SHALL BE ACORDING TO

EPOXY SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S

MANUFACTURED BY HILTI. ALL PREPARATION AND INSTALLATION OF

INJECTABLE ADHESIVE SIMILAR OR EQUAL TO HILTI HIT-RE 500-SD

" ANCHOR BOLT IN PLACE WITH A TWO-COMPONENT 2

1EPOXY THE

" DIA. HOLE x 4.5" DEEP INTO THE CONCRETE DECK AND 16

93. DRILL

2. THICKNESS AT LONG FACES OF SLAB.

1. REINFORCEMENT, PILE CAPS, & PILES NOT SHOWN FOR CLARITY.

NOTE:

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

V

IC

K S

B U

R G D

IS

T R

IC

T

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P I

A N

S I

D

D E

S

IG

N B

R A

N C

H

E C D

IV

IS

IO

N D a v id L

W a ll a c e P .E

W E

E -1

-B -0

W E

E -1

-C -x x x x

F C /M

R

T

Y A

Z O

O R

IV

E R B

A S

IN

M

IS

S

IS

S

IP

P I

G R

E N

A D

A

Y A

L O

B U

S H

A P

A N

O L

A C

O U

N T

IE

S

M

IS

S

IS

S

IP

P I L

A K

E S F

IS

H

IN

G P

IE

R S

S T

R U

C T

U R

E S S

E C

T

IO

N

/0

/2

Y -1

-3

E N

ID

L

A K

E O

U T

L E

T C

H A

N N

E L S

A R

D

IS

L

O W

E R L

A K

E Y

A L

O B

U S

H A R

IV

E R A

T G

R E

N A

D A

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

" = 1'-0"4

3SCALE:

SECTION

S-101

A

C

S-301

ON 2" x 6" CONNECTION

SEE SHEET S-501 FOR DETAILS

DETAIL "B"

15'-0"

7" 7""2 11'-11"2

11'-113'-0"3'-0""2 11'-11"2

11'-11

POST, TYP.

4" x 4" TIMBER

RAILING, TYP.

2" x 6" HORIZONTAL TIMBER2" x 8" TIMBER RAILING, TYP.

T

Y P

C OF DECK SLAB

CONCRETE SLOPE

SEE DETAIL "A" FOR

DECK TO PILE CAP CONNNECTION

SEE SHEET S-501 DETAILS ON

RAILING, TYP.

2" x 6" HORIZONTAL TIMBER

4" x 4" TIMBER POST, TYP.

15'-0"

"4

7" 7""2 11'-11"2

11'-113'-0"3'-0""2 11'-11"2

11'-11

L

POST, TYP.

4" x 4" TIMBER

SEE NOTE 3

POST, TYP.

4" x 4" TIMBER

C OF DECK SLAB

10'-0"

T

Y P

CONCRETE SLOPE

SEE DETAIL "A" FOR

RAILING, TYP.

2" x 6" HORIZONTAL TIMBER RAILING, TYP.

2" x 6" HORIZONTAL TIMBER

4" x 4" TIMBER POST, TYP.

2" x 8" TIMBER RAILING, TYP.

POST, TYP.

4" x 4" TIMBER

10'-0"

2" x 8" TIMBER RAILING, TYP.

RAILING, TYP.

2" x 6" HORIZONTAL TIMBER

2" x 8" TIMBER RAILING, TYP.

2" x 8" CONNNECTION

SEE S-501 FOR DETAILS ON

A N

S I

D

S-301 " = 1'-0"2

1SCALE:

TYPICAL PIER SECTION TOP VIEW

" = 1'-0"4

3SCALE:

" = 1'-0"4

3SCALE:

L

SCALE: NONE

DETAIL A - CONCRETE DECK SLOPE

SCALE: 3" = 1'-0" SCALE: 3" = 1'-0"

DETAIL "B" TYPICAL RAILING ANCHOR

S E

E N

O T

E

SECTION

SECTION

SECTION

S-101

A

1% SLOPE 1% SLOPE

S

L O

P E

S

L O

P E

B

C

D

D

"2

T Y

P

TYP.

0 3" 6" 12"

SCALE: 3" = 1'-0"

S-301

S-301

S-301

S-301

12" 0 2'1'6"

"SCALE: = 1'-0"

12" 0 1'

"SCALE: = 1'-0"

2' 4'3'

J a s o n B P a s c h a l

J B

P

IE

D

J a s o n B P a s c h a l IE

D J B

P

/2

/2

Y -1

-3

S -3

D e c k R a il in g D e ta il s

V o l

II

I.

d g n

C O

N C

R E

T E D

E C

K R

A

IL

IN

G D

E T

A

IL

S

S A

R D

IS

F

IS

H

IN

G P

IE

R

" = 1'-0"4

3SCALE:

SECTION

S-101

B

L O

C A

T

IO

N S

H E

IG

H T A

T V

A R

IO

A A

C C

E S

S R

A

IL

C A

T

IO

N S

A T V

A R

IO

IL

IN

G H

E

IG

A A

C C

E

R E

V

IS

E D B

Y A

M E

N D

M E

N T

/2

/2

SOUTHERN PINE.

PINE AND CONFORM TO THE STANDARD GRADING RULES FOR TREATED

4. ALL TIMBER RAILING COMPONENTS SHALL BE TREATED SOUTHERN

SPECIFICATION SECTION 06 10 00.

RECOMMENDATIONS. ANCHOR BOLT SHALL BE ACORDING TO

EPOXY SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S

MANUFACTURED BY HILTI. ALL PREPARATION AND INSTALLATION OF

INJECTABLE ADHESIVE SIMILAR OR EQUAL TO HILTI HIT-RE 500-SD

" ANCHOR BOLT IN PLACE WITH A TWO-COMPONENT 2

1EPOXY THE

" DIA. HOLE x 4.5" DEEP INTO THE CONCRETE DECK AND 16

93. DRILL

2. THICKNESS AT LONG FACES OF SLAB.

1. REINFORCEMENT, PILE CAPS, & PILES NOT SHOWN FOR CLARITY.

NOTE:

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

V

IC

K S

B U

R G D

IS

T R

IC

T

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P I

A N

S I

D

D E

S

IG

N B

R A

N C

H

E C D

IV

IS

IO

N D a v id L

W a ll a c e P .E

W E

E -1

-B -0

W E

E -1

-C -x x x x

F C /M

R

T

Y A

Z O

O R

IV

E R B

A S

IN

M

IS

S

IS

S

IP

P I

G R

E N

A D

A

Y A

L O

B U

S H

A P

A N

O L

A C

O U

N T

IE

S

M

IS

S

IS

S

IP

P I L

A K

E S F

IS

H

IN

G P

IE

R S

S T

R U

C T

U R

E S S

E C

T

IO

N

/0

/2

Y -1

-3

E N

ID

L

A K

E O

U T

L E

T C

H A

N N

E L S

A R

D

IS

L

O W

E R L

A K

E Y

A L

O B

U S

H A R

IV

E R A

T G

R E

N A

D A

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

ON 2" x 6" CONNECTION

SEE SHEET S-501 FOR DETAILS

DETAIL "B"

T

Y P

15'-0"

7" 7"

POST, TYP.

4" x 4" TIMBER

RAILING, TYP.

2" x 6" HORIZONTAL TIMBER

"2

1'-11"2

1'-113'-0"3'-0""2

1'-11"2

1'-11

2" x 8" TIMBER RAILING, TYP.

C OF DECK SLAB

CONCRETE SLOPE

SEE DETAIL "A" FOR

"4

DECK TO PILE CAP CONNNECTION

SEE SHEET S-501 DETAILS ON

15'-0"

"2

1'-11"2

1'-113'-0"3'-0""2

1'-11"2

1'-117" 7"

RAILING, TYP.

2" x 6" HORIZONTAL TIMBER

POST, TYP.

4" x 4" TIMBER

L

POST, TYP.

4" x 4" TIMBER

SEE NOTE 3