SAJ-2000-00644_Main_St_Pier_NWP3_Verification_Letter.pdf

DEPARTMENT OF THE ARMY

U.S. ARMY CORPS OF ENGINEERS, JACKSONVILLE DISTRICT

701 SAN MARCO BOULEVARD

JACKSONVILLE, FLORIDA 32207

May 7, 2026

Regulatory Division North Permits Branch Cocoa Section

SAJ-2000-00644 (NWP-PJR)

City of Daytona Beach Attn: Mr. James Nelson 950 Bellevue Avenue Daytona Beach, FL 32114 Sent via email: nelsonjames@codb.os

Dear Mr. Nelson:

The U.S. Army Corps of Engineers (Corps) has completed the review of your application for a Department of the Army permit. Your application was assigned file number SAJ-2000-00644. A review of the information and drawings provided indicate that the proposed work would result in the repair of an existing commercial pile-supported structure to the following specifications:

a). Removal of approximately 900 square feet deteriorating concrete slab and beam supporting foundation, located at the southwest portion of the structure.

b). Repair or replacement of twenty-eight (28) pier pilings.

c). Replacement of decking boards, cross bracing, and other structural elements.

The activities subject to this permit are authorized pursuant to authorities under Section 10 of the Rivers and Harbors Act (33 U.S.C. § 403) and Section 404 of the Clean Water Act (33 U.S.C. § 1344). The project would affect the intertidal zone of the Atlantic Ocean. The project is located 1200 Main Street in Section 4, Township 15 South, Range 33 Eas, in Daytona Beach, Volusia County, Florida.

Latitude: 29.227133° Longitude: -81.006631°.

Your project, as depicted on the enclosed drawings, is authorized by Nationwide Permit (NWP) 3 (Maintenance). This verification is valid until March 15, 2031. In order for this NWP authorization to be valid, you must ensure that the work is performed in accordance with the Nationwide Permit general conditions, the Jacksonville District regional conditions, and the general and project-specific special conditions listed below.

Furthermore, if you commence or are under contract to commence this activity before the date that the relevant NWP expires or is modified or revoked, you will have 12 months from the date of expiration, modification or revocation of the NWP to complete the activity under the present terms and conditions of this NWP. You can access the mailto:nelsonjames@codb.os

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U.S. Army Corps of Engineers' (Corps) Jacksonville District's Regulatory web page for links to view NWP information at:

https://www.sad.usace.army.mil/Missions/Regulatory/Florida/. Please be aware this Internet address is case sensitive and should be entered as it appears above. Once there, select “Permitting,” then “Nationwide Permits” for links to the federal register containing the text of the 2026 NWPs and the associated NWP general conditions, as well as separate links to the Jacksonville District regional conditions.

General Conditions:

1. The time limit for completing the work authorized ends on March 15, 2031.

2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity, or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area.

3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort of if the site is eligible for listing in the National Register of Historic Places.

4. If you sell the property associated with this permit you must obtain the signature of the new owner on the attached transfer form (Attachment 1) and forward a copy to this office to validate the transfer of this authorization.

5. You must allow a representative from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit.

Project Specific Special Conditions:

The following project specific special conditions are included with this verification:

1. Reporting Address: The Permittee shall submit all reports, notifications, documentation, and correspondence required by the general and special conditions of this permit to either (not both) of the following addresses:

a. For electronic mail (preferred): SAJ-RD-Enforcement@usace.army.mil (not to exceed 15 MB).

https://www.sad.usace.army.mil/Missions/Regulatory/Florida/ mailto:SAJ-RD-Enforcement@usace.army.mil

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b. For standard mail: U.S. Army Corps of Engineers, Regulatory Division, Enforcement Section, P.O. Box 4970, Jacksonville, FL 32232-0019.

The Permittee shall reference this permit number, SAJ-2000-00644 (NWP-PJR), on all submittals.

2. Posting of Permit: The Permittee shall have available and maintain for review a copy of this permit and approved plans at the construction site.

3. Self-Certification: Within 60 days of completion of the work authorized by this permit, the Permittee shall complete the ENG Form 6285, “Certification of

Compliance with Department of Army Permit” (located at https://www.publications.usace.army.mil/Portals/76/Eng_Form_6285_2024%20Dec

%20FI NAL.pdf) and submit it to the Corps.

4. Cultural Resources/Historic Properties:

a. No structure or work shall adversely affect, impact, or disturb properties listed in the National Register of Historic Places (NRHP), or those eligible for inclusion in the NRHP.

b. If, during permitted activities, items that may have historic or archaeological origin are observed the Permittee shall immediately cease all activities adjacent to the discovery that may result in the destruction of these resources and shall prevent his/her employees from further removing, or otherwise damaging, such resources. The applicant shall notify both the Florida Department of State, Division of Historical Resources, Compliance Review Section at (850)-245-6333 and the Corps, of the observations within the same business day (8 hours).

Examples of submerged historical, archaeological or cultural resources include shipwrecks, shipwreck debris fields (such as steam engine parts, or wood planks and beams), anchors, ballast rock, concreted iron objects, concentrations of coal, prehistoric watercraft (such as log "dugouts"), and other evidence of human activity. The materials may be deeply buried in sediment, resting in shallow sediments or above them, or protruding into water. The Corps shall coordinate with the Florida State Historic Preservation Officer (SHPO) to assess the significance of the discovery and devise appropriate actions. Project activities shall not resume without verbal and/or written authorization from the Corps.

c. Additional cultural resources assessments may be required of the permit area in the case of unanticipated discoveries as referenced in accordance with the above Special Condition and, if deemed necessary by the SHPO or Corps, in accordance with 36 CFR 800 or 33 CFR 325, Appendix C (5). Based on the

-4-circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend, or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume on non-federal lands without written authorization from the SHPO for finds under his or her jurisdiction, and from the Corps.

d. In the unlikely event that unmarked human remains are identified on non-federal lands; they will be treated in accordance with Section 872.05 Florida Statutes. All work and ground disturbing activities within a 100-meter diameter of the unmarked human remains shall immediately cease and the Permittee shall immediately notify the medical examiner, Corps, and State Archaeologist within the same business day (8-hours). The Corps shall then notify the appropriate SHPO. Based on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend, or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume without written authorization from the SHPO and from the Corps.

5. Erosion Control: Prior to the initiation of any work authorized by this permit, the

Permittee shall install erosion control measures along the perimeter of all work areas to prevent the displacement of fill material outside the work area into waters of the United States. The erosion control measures shall remain in place and be maintained until all authorized work is completed and the work areas are stabilized.

6. Turbidity Barriers: Prior to the initiation of any of the work authorized by this permit, the Permittee shall install floating turbidity barriers with weighted skirts that extend within define distance desired or use 1 foot of the bottom around all work areas that are in, or adjacent to, surface waters. The turbidity barriers shall remain in place and be maintained daily until the authorized work has been completed and turbidity within the construction area has returned to ambient levels. Turbidity barriers shall be removed upon stabilization of the work area.

7. Jacksonville District Programmatic Biological Opinion (JAXBO): Structures and activities authorized under this permit will be constructed and operated in accordance with all applicable PDCs contained in the JAXBO, based on the permitted activity. Johnson’s seagrass and its critical habitat were delisted from the Endangered Species Act on May 16, 2022. Therefore, JAXBO PDCs required to minimize adverse effects to Johnson’s seagrass and its critical habitat are no longer applicable to any project. Failure to comply with applicable PDCs will constitute noncompliance with this permit. In addition, failure to comply with the applicable PDCs, where a take of listed species occurs, would constitute an unauthorized take.

The NMFS is the appropriate authority to determine compliance with the Endangered Species Act. The most current version of JAXBO can be accessed at

-5-the Jacksonville District Regulatory Division website in the Endangered Species section of the Sourcebook located at:

http://www.saj.usace.army.mil/Missions/Regulatory/SourceBook.aspx

JAXBO may be subject to revision at any time. The most recent version of the JAXBO must be utilized during the design and construction of the permitted work.

8. Manatee Conditions: The Permittee shall comply with the “Standard Manatee

Conditions for In-Water Work – 2011”. The most recent version of the Manatee Conditions must be utilized. The conditions are provided as an attachment to this permit.

9. Assurance of Navigation and Maintenance: The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration.

10. Regulatory Agency Changes: Should any other regulatory agency require changes to the work authorized or obligated by this permit, the Permittee is advised that a modification to this permit instrument is required prior to initiation of those changes.

It is the Permittee’s responsibility to request a modification of this permit from the Cocoa Regulatory Office.

This letter of authorization does not include conditions that would prevent the ‘take’ of a state-listed fish or wildlife species. These species are protected under sec.

379.411, Florida Statutes, and listed under Rule 68A-27, Florida Administrative Code.

With regard to fish and wildlife species designated as species of special concern or threatened by the State of Florida, you are responsible for coordinating directly with the Florida Fish and Wildlife Conservation Commission (FWC). You can visit the FWC license and permitting webpage (http://www.myfwc.com/license/wildlife/) for more information, including a list of those fish and wildlife species designated as species of special concern or threatened. The Florida Natural Areas Inventory (http://www.fnai.org/) also maintains updated lists, by county, of documented occurrences of those species.

This letter of authorization does not give absolute Federal authority to perform the work as specified on your application. The proposed work may be subject to local building restrictions mandated by the National Flood Insurance Program. You should contact your local office that issues building permits to determine if your site is located http://www.myfwc.com/license/wildlife/ http://www.fnai.org/

-6-in a flood-prone area, and if you must comply with the local building requirements mandated by the National Flood Insurance Program.

This letter of authorization does not preclude the necessity to obtain any other Federal, State, or local permits which may be required.

Thank you for your cooperation with our permit program. The Corps’ Jacksonville

District Regulatory Division is committed to improving service to our customers. We strive to perform our duty in a friendly and timely manner while working to preserve our environment. We invite you to complete our automated Customer Service Survey at https://regulatory.ops.usace.army.mil/customer-service-survey/. Please be aware this Internet address is case sensitive and you will need to enter it exactly as it appears above. Your input is appreciated – favorable or otherwise.

Should you have any questions related to this NWP verification or have issues accessing the documents referenced in this letter, please contact Paul Ruben at the Cocoa Permits Section at 400 High Point Drive, Suite 600 Cocoa, Florida 32926-6630, by telephone at 321-504-3771 ext 0026, or by email at paul.j.ruben@usace.army.mil.

Sincerely, Paul J. Ruben, Project Manager Cocoa Permits Section

Enclosures

Attachment 1: Permit Transfer Request Attachment 2: Manatee Conditions Attachment 3: Regulations for Approaching Right Whales Attachment 4: Project Designs https://regulatory.ops.usace.army.mil/customer-service-survey/ mailto:paul.j.ruben@usace.army.mil

DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST

DA PERMIT NUMBER: SAJ-2000-00644 (NWP-PJR)

When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. Although the construction period for works authorized by Department of the Army permits is finite, the permit itself, with its limitations, does not expire.

To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions, have the transferee sign and date below and mail to the U.S. Army Corps of Engineers, Enforcement Section, Post Office Box 4970, Jacksonville, FL 32232-0019 or submit via electronic mail to:

SAJ-RD-Enforcement@usace.army.mil (not to exceed 15 MB).

(TRANSFEREE-SIGNATURE) (SUBDIVISION)

(DATE) (LOT) (BLOCK)

___________________________________ (STREET ADDRESS)

(NAME-PRINTED)

(MAILING ADDRESS)

(CITY, STATE, ZIP CODE)

mailto:SAJ-RD-Enforcement@usace.army.mil

STANDARD MANATEE CONDITIONS FOR IN-WATER WORK

The permittee shall comply with the following conditions intended to protect manatees from direct project effects:

a. All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones, and the need to avoid collisions with and injury to manatees. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act, the Endangered Species Act, and the Florida Manatee Sanctuary Act.

b. All vessels associated with the construction project shall operate at "Idle Speed/No

Wake” at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-foot clearance from the bottom. All vessels will follow routes of deep water whenever possible.

c. Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled, shall be properly secured, and shall be regularly monitored to avoid manatee entanglement or entrapment. Barriers must not impede manatee movement.

d. All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s). All in-water operations, including vessels, must be shutdown if a manatee(s) comes within 50 feet of the operation. Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation, or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation.

Animals must not be herded away or harassed into leaving.

e. Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922. Collision and/or injury should also be reported to the U.S. Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or in Vero Beach (1-772-562-3909) for south Florida, and emailed to FWC at ImperiledSpecies@myFWC.com.

f. Temporary signs concerning manatees shall be posted prior to and during all in-water project activities. All signs are to be removed by the permittee upon completion of the project. Temporary signs that have already been approved for this use by the FWC must be used. One sign which reads Caution: Boaters must be posted. A second sign measuring at least 8½ " by 11" explaining the requirements for “Idle Speed/No Wake” and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities. These signs can be viewed at http://www.myfwc.com/WILDLIFEHABITATS/manatee_sign_vendors.htm. Questions concerning these signs can be forwarded to the email address listed above.

Summary Interpretations of the noise impact zones associated with the project shown in Table 80 are as follows:

• Potential injury for fish and sea turtles from single pile strikes (sSEL) is not measurable as the source levels do not exceed the threshold values for injury.

• Potential injury to fish from cumulative sound exposure (cSEL) each day is possible within

10 m from the pile. For the purpose of this example, fish includes sturgeon and smalltooth sawfish. Since threshold values for sea turtles are not currently known we assume the thresholds used for fish also apply to sea turtles. Therefore we assume the 10 m cumulative sound exposure injury zone also applies to sea turtles.

• Behavioral responses of sea turtles may occur up to 46 m (150 ft) from the project.

• Behavioral responses of fish may occur up to 215 m (705 ft) from the project.

Appendix C: North Atlantic Right Whale Information Form 16 Federal Regulations Governing the Approach to North Atlantic Right Whales

1. Federal regulations governing the approach to North Atlantic right whales can be found at 50 CFR 224.103(c). It is illegal to approach and remain within 500 yards of right whales; 500 yards is equal to the distance of 5 football fields.

Prohibitions on approaching right whales are as follows (Excerpts from 50 CFR 224.103(c), available at www.ecfr.gov): Unless otherwise lawfully allowed or unless doing so would create an imminent and serious threat to a person or vessel, it is unlawful to:

(i) Approach (including by interception) within 500 yards

(460 m) of a right whale by vessel

(ii) Fail to undertake required right whale avoidance measures. If underway, a vessel must steer a course away from the right whale and immediately leave the area at a slow safe speed.

2. Updates can be downloaded from:

a. http://www.nmfs.noaa.gov/pr/species/mammals/cetaceans/rightwhale_northatlantic.htm, or

b. www.ecfr.gov http://www.ecfr.gov/ http://www.nmfs.noaa.gov/pr/species/mammals/cetaceans/rightwhale_northatlantic.htm http://www.ecfr.gov/

1. FORMWORK SHALL BE DESIGNED IN ACCORDANCE WITH THE ACI "MANUAL OF CONCRETE

PRACTICE", LATEST EDITION.

2. REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH THE ACI "MANUAL

OF CONCRETE PRACTICE", LATEST EDITION, UNLESS OTHERWISE NOTED.

3. PROVIDE COLUMN AND WALL DOWELS OF THE SAME SIZE AND NUMBER AS THE RESPECTIVE

COLUMN AND WALL REINFORCING UNLESS OTHERWISE DETAILED.

4. PROVIDE TWO #4 BARS AS STIRRUP CARRY BARS WHERE NO TOP STEEL IS AVAILABLE TO HOLD

STIRRUPS.

5. WHEREVER AN APPROVED PIPE OR CONDUIT EXTENDS THROUGH A BEAM, PROVIDE ONE

ADDITIONAL STIRRUP ON EACH SIDE OF THE OPENING.

6. CONCRETE PROTECTION FOR REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE

"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", ACI 318-19.

7. CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 24 HOURS PRIOR TO PLACING

CONCRETE.

8. CONSTRUCTION JOINTS IN BEAMS, JOISTS OR SLABS TO BE LOCATED BETWEEN THE 1/4 POINT

AND CENTERLINE OF SPAN, OR AS DIRECTED BY THE ENGINEER.

9. DO NOT PLACE OR CUT HOLES IN CONCRETE SLABS, BEAMS, WALLS OR COLUMNS WITHOUT

PRIOR APPROVAL OF THE ENGINEER.

10. EXTERIOR EXPOSED CONCRETE SHALL BE AIR-ENTRAINED. AIR CONTENT SHALL BE 6 PERCENT

(+/-1 1/2 PERCENT).

11. CAMBER CONCRETE MEMBERS FOR DEAD LOAD DEFLECTION BY ADJUSTING FORMS.

12. PIPES AND CONDUITS EMBEDDED IN OR PASSING THROUGH STRUCTURAL MEMBERS MUST BE

APPROVED BY THE STRUCTURAL ENGINEER. PIPE AND CONDUITS EMBEDDED IN CONCRETE

SHALL NOT BE LARGER THAN 2 INCHES IN OUTSIDE DIAMETER AT THEIR WIDEST POINT OR

FITTING OR 1/3 OF THE THICKNESS OF THE SLAB, BEAM OR WALL.

13. ELECTRICAL CONDUIT OR PIPES EMBEDDED IN OR PASSING THROUGH SLABS, BEAMS OR WALLS

SHALL BE LOCATED AND PLACED SO THAT:

A. THEY ARE NOT CLOSER THAN THREE DIAMETERS ON CENTER.

B. THE CONCRETE COVER IS NOT LESS THAN 2 INCHES.

C. THEY RUN BETWEEN REINFORCING AND DO NOT DISPLACE IT IN ANY MANNER.

14. ALUMINUM CONDUITS SHALL NOT BE PLACED IN CONCRETE.

15. CHAMFER ALL EXPOSED CONCRETE CORNERS. SEE ARCHITECTURAL/STRUCTURAL DRAWINGS

FOR REQUIREMENTS.

16. CONCRETE SHALL BE TESTED BY THE OWNER’S TESTING LAB. REFER TO SPECIFICATIONS FOR

REQUIREMENTS.

17. PROPER CURING PROCEDURES SHALL BE USED FOR SLAB ON GRADE TO PREVENT CURLING.

18. CALCIUM CHLORIDE SHALL NOT BE USED IN CONCRETE MIXES.

19. ALL CONCRETE SHALL CONTAIN CRYSTALLINE ADMIXTURE THAT CAUSES CONCRETE TO BE

SEALED AGAINST PENETRATION OF WATER. PRODUCT SHALL BE XYPEX CHEMICAL

CORPORATION, XYPEX ADMIXTURE, 3 PERCENT BY WEIGHT OF CEMENT CONTENT, OR

APPROVED EQUIVALENT. COMPLY WITH RECOMMENDATIONS OF MANUFACTURER.

1. CONSTRUCTION AND DESIGN OF ALL WOOD FRAMING SHALL CONFORM TO THE NATIONAL

FOREST PRODUCTS ASSOCIATION DESIGN SPECIFICATIONS, AMERICAN PLYWOOD ASSOCIATION,

NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, AND THE STATE OF FLORIDA

BUILDING CODE, LATEST EDITIONS.

2. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL

OTHER DISCIPLINES AND THE SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THE

REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS,

HOLES, AND OTHER ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK.

3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT

TO APPROVAL BY THE ENGINEER.

4. TIMBER:

A. ALL STRUCTURAL SYSTEMS RELATING TO WOOD FRAMING WHICH ARE TO BE COMPOSED OF

COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING

MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WITH

THE SUPPLIER’S INSTRUCTIONS AND REQUIREMENTS.

B. SOUTHERN YELLOW PINE (SYP) LUMBER:

JOISTS: SYP SELECT STRUCTURAL GRADE

GUARDRAIL POSTS: SYP No. 1 GRADE OTHER SAWN LUMBER: SYP No. 2 GRADE

SOUTHERN PINE TREATED ROUND TIMBER: PILE GRADE IN ACCORDANCE WITH ASTM D25

DECKING: MARINE-GRADE 2X8 BY LUMBEROCK (OR APPROVED EQUAL)

C. ALL RAMPS ESTABLISHED WITHIN THE WOODEN DOCK SECTIONS SHOULD BE ESTABLISHED TO

ADA REQUIREMENTS. SLOPES MUST NOT EXCEED 1:12 (V:H) AND HANDRAILS MUST BE

ESTABLISHED ON BOTHSIDES OF THE RAMP ACCORDING THE TYPICAL SECTION FOUND IN

PLANS. TRANSITION OF THE WOODEN ACCESS RAMPS SHOULD BE FLUSH WITH THE DECK AND

A MINIMUM CLEARANCE OF 36" OF SPACE SHOULD BE BETWEEN HANDRAILS.

D. ALL STRINGERS, PILE CAP BOARDS OR OTHER TIMBER COMPONENTS NOT WITHIN THE

WALKWAYS SHALL BE SYP No. 2 GRADE.

E. TREATMENT OF TIMBER SHALL BE AS FOLLOWS: HANDRAILS AND DECKING -0.25 PCF CCA

(COPPER CHROMIUM ARSENATE), STRINGERS, PILE CAP BOARDS AND OTHER COMPONENTS

EXCEPT PILING -0.6 CCA, PILINGS/POSTS -2.5 CCA. IF REQUIRED BY THE OWNER OR LOCAL

AGENCY, TREATMENT SHALL BE EQUIVALENT LEVELS OF ACQ (ALKALINE COPPER

QUATEMARY). REFER TO TIMBER SUPPLIER FOR EQUIVALENT ACQ LEVELS OF PROTECTION.

F. DECKING SHALL BE PLACED WITH 1/4 INCH GAPS BETWEEN BOARDS.

G. ONE LAYER OF ROOFING FELT SHALL BE PLACED BETWEEN DECK (EACH ONE) AND

STRINGERS.

H. ALL BOARDS FOR DECKING SHALL BE INSTRALLED CROWN DOWN.

5. LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL NOT

EXCEED THE SAFE LOAD-CARRYING CAPACITY OF THE STRUCTURAL MEMBERS. THE LIVE LOADS

USED IN THE DESIGN OF THIS STRUCTURE ARE INDICATED IN THE “DESIGN SPECIFICATIONS”. DO

NOT APPLY ANY CONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY CONNECTED

TOGETHER AND UNTIL ALL TEMPORARY BRACING IS IN PLACE.

6. NAILING OF GUARDRAIL SHEATHING SHALL BE:

8d AT 6 INCHES ON CENTER AT PANEL EDGES

8d AT 12 INCHES ON CENTER AT INTERMEDIATE FRAMING MEMBERS

7. INSTALL ALL SHEATHING WITH THE LONG DIMENSIONS OF THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. STAGGER PANEL END JOINTS. ALLOW 1/8-

INCH SPACING AT PANEL ENDS AND EDGES UNLESS OTHERWISE RECOMMENDED BY THE

SHEATHING MANUFACTURER.

8. ALL NAILING SHALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN. THE USE OF STAPLES IS

PROHIBITED.

9. BOLTS, SCREWS, AND NAILS:

A. ALL FASTENERS, INCLUDING NAILS, SCREWS, THREADED RODS, BOLTS, NUTS, WASHERS,

PLATES, LAGS, ETC. SHALL BE GRADE 316 STAINLESS STEEL (SS). WASHERS USED WITH

SINGLE-BOLTED OR DOUBLE-BOLTED CONNECTIONS (FOR EXAMPLE: STRINGER TO PILING

CONNECTION, CAP BOARD CONNECTIONS OR CROSS-BRACING) SHALL BE MINIMUM 3-INCH

DIAMETER "DOCK WASHERS". STANDARD WASHERS FOR SPLICE BLOCK AND RAILINGS.

B. BOLTS SHALL BE EXTENDED FULLY THROUGH THE NUTS BUT NOT EXTEND BEYOND THE NUT

MORE THAN 1/2 INCH.

C. STAINLESS STEEL (SS) SCREWS AS SHWON IN PLANS.

10. HURRUCANE STRAPS AND HANGER:

A. SIMPSON STRONG TIE TWIST STRAPS (STAINLESS STEEL HURRICANE STRAPS), HTSQ20SS-

SDS.

B. EIGHT (8) TOTAL SCREWS, HALF STRINGERS AND HALF CAP BOARDS. SCREWS SHALL BE

SIMPSON STRONG TIE 1/4"X1 1/2" SDS, STAINLESS STEEL.

C. UNO, HANGER CONNECTION SHALL DEVELOP THE SHEAR STRENGTH OF THE BEAM AND JOIST.

11. WOOD MEMBERS BEARING ON CONCRETE AND MASONRY WALLS SHALL HAVE 1/2-INCH AIR

SPACES AROUND SIDES AND ENDS OF MEMBERS. BEAM ENDS SHALL HAVE THE TOP CORNERS

NOTCHED TO ALLOW BEAMS TO FALL OUT OF BEARING POCKETS FREELY IN THE EVENT OF FIRE

COLLAPSE.

12. NAILING OF WOOD FRAMING MEMBERS SHALL CONFORM TO THE MINIMUM NAILING SCHEDULE.

13. ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALL

BE PRESSURE-TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS

ASSOCIATION SPECIFICATIONS. WHERE POSSIBLE, ALL CUTS AND HOLES SHOULD BE COMPLETED

BEFORE TREATMENT. CUTS AND HOLES DUE TO THE ON-SITE FABRICATION SHALL BE BRUSHED

WITH 2 COATS OF COPPER NAPHTHENATE SOLUTION CONTAINING A MINIMUM OF 2% METALLIC

COPPER IN SOLUTION (PER AWPA STANDARD M4).

14. PREFABRICATED METAL JOIST HANGERS, HURRICANE CLIPS, HOLD-DOWN ANCHORS, SELF-

DRILLING SCREWS, AND OTHER ACCESSORIES SHALL BE AS MANUFACTURED BY “SIMPSON

STRONG-TIE COMPANY” OR APPROVED EQUAL. INSTALL ALL ACCESSORIES PER THE

MANUFACTURER’S REQUIREMENTS. ALL STEEL SHALL HAVE A MINIMUM THICKNESS OF 0.04

INCHES (PER ASTM A653) AND BE GALVANIZED (G60 COATING) OR STAINLESS STEEL, TYPE 316 AS

SPECIFIED.

15. ALL JOISTS SHALL BE POSITIONED WITH THE NATURAL CAMBER TURNED UP.

1. DIMENSIONS OF EXISTING CONSTRUCTION OR CONSTRUCTION IN PROGRESS SHALL BE

VERIFIED AND COORDINATED PRIOR TO FABRICATION OF STRUCTURAL COMPONENTS.

2. VERIFY AND COORDINATE, WITH ALL CONTRACTORS, THE LOCATION OF ALL ARCHITECTURAL

AND MECHANICAL APPURTENANCES AND OPENINGS.

3. REFER TO MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS FOR

ADDITIONAL INFORMATION.

4. EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT 3.

5. ADHESIVE ANCHORS SHALL BE HILTI HIT-HY 200.

6. SLEEVE ANCHORS SHALL BE HILTI HLC.

7. SCREW ANCHORS SHALL BE HILTI KWIK HUS.

8. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR THE FOLLOWING ITEMS PRIOR TO

FABRICATION: STRUCTURAL CONCRETE, REBAR REINFORCEMENT, CONCRETE MIX DESIGN,

WOOD STUDS AND JOISTS.

9. THE CONTRACTOR MUST SUBMIT SPECIFICATIONS FOR ALL THE MATERIAL BEING USED IN THIS

PROJECT FOR THE ENGINEER’S REVIEW.

DESIGN WIND PRESSURE (CLEAR WIND FLOW), PSF

EFFECTIVE WIND AREA, SF

AREAS DESCRIPTION≤25 >25, ≤ 100

INTERIOR REGION OF THE BOARDWALK

ZONE 3 (+)

NOTES:

1. RAIL AND PARAPET WIND PRESSURE: +72/-72 PSF.

2. NEGATIVE PRESSURES ACT AWAY FROM COMPONENT SURFACE. POSITIVE PRESSURES ACT TOWARD COMPONENT SURFACES.

3. WIND PRESSURES SHOWN IN THIS TABLE ARE ULTIMATE PRESSURES OBTAINED VIA ASCE 7-22.

MULTIPLY BY 0.6 TO GET SERVICE WIND PRESSURES.

3 1

2 3

+95

T Y

P

IC

A L

T Y

P

IC

A L

TYPICAL

5'-0"

GENERAL ROOF PLAN

> 100

ZONE 3 (-)

ZONE 2 (+)

ZONE 2 (-)

ZONE 1 (+)

ZONE 1 (-)

-131

+71

-68

+48

-44

+71

-68

REGION OF THE BOARDWALK SURFACE LOCATED

WITHIN 5'-0" OF THE BOARDWALK EDGES

TYPICAL

5'-0"

REGION OF THE BOARDWALK LOCATED WITHIN 5'-0"

AND 10'-0" OF THE BOARDWALK EDGES

+71

-68

+48

-44

+48

-44

+48

-44

+48

-44

1. TO THE BEST OF OUR KNOWLEDGE, THE STRUCTURAL DRAWINGS AND SPECIFICATIONS COMPLY

WITH THE APPLICABLE REQUIREMENTS OF THE GOVERNING BUILDING CODE.

2. CONSTRUCTION IS TO COMPLY WITH THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND

ALL OTHER APPLICABLE FEDERAL, STATE, AND LOCAL CODES, STANDARDS, REGULATIONS AND

LAWS.

3. THESE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT AND SCOPE OF WORK.

THESE DRAWINGS ARE NOT INTENDED TO BE SCALED FOR MEASUREMENTS, OR TO SERVE AS SHOP

DRAWINGS.

4. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY ANY SIMILAR SITUATION ELSEWHERE IN THE PROJECT, EXCEPT WHERE

A DIFFERENT DETAIL IS SHOWN.

5. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY IN THE FIELD ALL DIMENSIONS, ELEVATIONS, CONNECTIONS, AND ALL EXISTING CONDITIONS. NOTIFY ENGINEER OF ANY

DISCREPANCY PRIOR TO PROCEEDING WITH FABRICATION OR INSTALLATION. DIMENSIONS OF

EXISTING STRUCTURES ARE PROVIDED FOR INFORMATION AND ILLUSTRATION PURPOSES ONLY. IF

CONFLICTS OCCUR IN OR BETWEEN DOCUMENTS AND FIELD CONDITIONS OR OTHERWISE THE

CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER FOR CLARIFICATION AND DIRECTION

BEFORE PROCEEDING WITH THE WORK.

6. EVERY REASONABLE EFFORT HAS BEEN MADE TO VERIFY EXISTING CONDITIONS AND REPRESENT IN PLANS THE STRUCTURAL DAMAGE. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXTENT OF REPAIR WORK PRIOR TO BIDDING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENT

OR INCIDENTAL WORK REQUIRED TO PROPERLY INSTALL ALL NEW WORK INDICATED OR

REASONABLY INFERRED FROM THE DRAWINGS.

7. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS THE CONTRACTOR SHALL NOTIFY THE

ENGINEER IN WRITING OF SUCH OMISSION OR ERROR PRIOR TO PROCEEDING WITH ANY WORK

WHICH APPEARS TO BE IN QUESTION.

8. CONTRACTOR SHALL VISIT THE SITE AND EXAMINE THE EXISTING STRUCTURE, SURFACES,

CONDITIONS & EXTENT OF WORK INVOLVED. AFTER EXAMINATION, A WORK SCHEDULE SHALL BE PREPARED AND SUBMITTED IN WRITING TO THE OWNER AND THE ENGINEER FOR THEIR APPROVAL

PRIOR TO COMMENCEMENT OF ANY WORK.

9. PRIOR TO STARTING WORK, THE CONTRACTOR SHALL CONDUCT A MEETING WITH THE ENGINEER TO

VERIFY EXISTING CONDITIONS AT EACH AREA AFFECTED AND DISCUSS THE PROCEDURES AND

SEQUENCE FOR THE ANTICIPATED REPAIR SOLUTIONS.

10. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO OBSERVE THE WORK AS

REQUIRED BY THE OWNER, ENGINEER OR BUILDING DEPARTMENT. CONTRACTOR SHALL VERIFY

THAT EACH AND EVERY STRUCTURAL ITEM HAS BEEN ACCEPTED BY THE INSPECTOR PRIOR TO

PROCEEDING WITH SUBSEQUENT WORK AND/OR CONCEALING ANY STRUCTURAL ITEM. ANY

STRUCTURAL ITEM WHICH HAS NOT BEEN SPECIFICALLY ACCEPTED BY THE INSPECTOR AND/OR ANY

CONCEALING CONSTRUCTION COULD BE SUBJECT TO REMOVAL AND RECONSTRUCTION.

11. ANY EXISTING ACTIVE UTILITY SERVICE LINES, INDICATED OR NOT, SHALL BE PROTECTED FROM DEMOLITION OR DAMAGE. PRIOR TO DISCONNECTING ANY UTILITY SERVICE LINE IF NECESSARY, NOTIFY THE OWNER AND COORDINATE THE TIME WITH THE OWNER SCHEDULE.

12. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS AND JOB SITE SAFETY,

COORDINATION WITH BUILDING OPERATIONS, MAINTENANCE OF TRAFFIC, AND CONSTRUCTION

PROCEDURES.

13. EXISTING STRUCTURE WHERE FOUND DAMAGED AND NOT EXPLICITLY REQUIRED TO BE REPAIRED

BY THESE PLANS SHALL BE REPAIRED AT THE ENGINEER'S DIRECTION.

14. CONTRACTOR TO EXECUTE ALL REPAIR WORK IN AN ORDERLY AND CAREFUL MANNER WITH DUE

CONSIDERATION FOR ANY EXISTING STRUCTURE/SURFACES. EXTREME CAUTION SHALL BE

EXERCISED TO ENSURE THAT NO DAMAGE OCCURS TO ANY OF THE EXISTING

STRUCTURE/SURFACES TO REMAIN. IF ANY MEMBER/SURFACE BECOMES DAMAGED DUE TO

CONSTRUCTION ACTIVITY, THE DAMAGED MEMBER/SURFACE SHALL BE REPAIRED/REPLACED AT THE

CONTRACTOR’S OWN EXPENSE.

15. CONTRACTOR TO REMOVE ITEMS AS REQUIRED TO ACCOMMODATE ADJACENT WORK. REINSTALL AFTER COMPLETION OF CONSTRUCTION ACTIVITIES TO A CONDITION ACCEPTABLE TO THE OWNER

AND ENGINEER.

16. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY DISPOSE DEMOLISHED MATERIALS. UPON

COMPLETION OF REPAIR WORK, ADJACENT AREAS AND PROPERTY SHALL BE LEFT CLEAN AND

SATISFACTORY TO THE AUTHORITIES HAVING JURISDICTION, THE OWNER, AND THE ENGINEER. ANY AND ALL DAMAGES TO BUILDING SURFACES, EQUIPMENT, ETC. CAUSED DURING PERFORMANCE OF

WORK SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO REPAIR TO ORIGINAL CONDITIONS.

17. ANY UNFAVORABLE CHANGES IN THE WORKING CONDITIONS FROM THOSE IDENTIFIED IN THE

MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE REPORTED TO THE STRUCTURAL

ENGINEER FOR THE VERIFICATION BEFORE PROCEEDING WITH THE WORK.

18. CONTRACTOR MAY, FOR HIS OWN CONVENIENCE, AT NO ADDITIONAL COST TO THE OWNER,

PROPOSE A DIFFERENT SOLUTION/MATERIALS TO THOSE SHOWN IN THE PLANS. ALL

SOLUTIONS/MATERIALS MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL. SEE NOTE 3 ON

SHOP DRAWING SECTION. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS AND

CALCULATIONS FOR ANY PROPOSED SOLUTION THAT MAY REQUIRE ENGINEERING.

19. CONTRACTOR SHALL COORDINATE ANY BUILDING ACCESS REQUIREMENTS WITH THE OWNER.

20. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, ETC. TO INSTALL/REPAIR

ALL MATERIALS FOR JOB.

21. IT SHALL NOT BE THE INTENT OF THESE PLANS AND SPECIFICATIONS TO SHOW EVERY MINOR DETAIL

OF CONSTRUCTION. CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL MATERIALS

NECESSARY FOR A COMPLETE JOB AND PROVIDE ALL REQUIREMENTS FOR MATERIALS TO BE

INSTALLED IN PROPER WORKING CONDITIONS.

SHOP DRAWINGS

1. THE CONTRACTOR MUST SUBMIT SPECIFICATIONS FOR ALL THE MATERIAL BEING USED IN THIS

PROJECT FOR THE ENGINEER’S REVIEW.

2. NO SHOP DRAWING SHALL BE SUBMITTED FOR ENGINEER REVIEW UNTIL AFTER THEY HAVE BEEN

THOROUGHLY REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION METHODS, DIMENSIONS AND

OTHER TRADE REQUIREMENTS AND STAMPED WITH THE CONTRACTORS’ APPROVAL STAMP.

ENGINEER ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, ERRORS OR OMISSIONS

AS A RESULT OF REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE

RECTIFIED BY THE CONTRACTOR, IRRESPECTIVE OF RECEIPT, CHECKING OR REVIEW OF DRAWINGS

BY THE ENGINEER AND EVEN THOUGH WORK IS DONE IN ACCORDANCE WITH SUCH DRAWINGS.

3. THE STRUCTURAL ENGINEER REVIEWS SUBMITTAL TO CONFIRM THAT THE SUBMITTAL IS IN

GENERAL CONFORMANCE WITH THE DESIGN CONCEPT PRESENTED IN THE CONTRACT

DOCUMENTS. QUANTITIES AND DIMENSIONS ARE NOT CHECKED. NOTATIONS ON SUBMITTALS DO

NOT AUTHORIZE CHANGES TO THE CONTRACT SUM. CHECKING OF THE SUBMITTAL BY THE

STRUCTURAL ENGINEER SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR

DEVIATIONS FROM THE CONTRACT DOCUMENTS AND FROM ERRORS OR OMISSIONS IN THE

SUBMITTAL.

4. IF THE CONTRACTOR DEEMS THAT SHORING IS REQUIRED FOR CONSTRUCTION, SIGNED AND

SEALED SHOP DRAWINGS AND CALCULATIONS BY A FLORIDA PROFESSIONAL ENGINEER SHALL BE

SUBMITTED FOR REVIEW AND APPROVAL.

SAFETY

1. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE SAFETY REQUIREMENTS

ESTABLISHED BY LOCAL, STATE AND FEDERAL LAWS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY, ALL MEANS AND METHODS

PROCEDURES, AND SEQUENCES OF CONSTRUCTION. ALSO, IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE, DESIGN AND

SUPERVISE THE INSTALLATION OF THE APPROPRIATE MEANS AND METHODS FOR EXECUTION OF

THE REPAIR WORKS.

3. AT ALL TIMES, PROVIDE PROTECTION AGAINST WEATHER (RAIN, WIND, STORMS OR THE SUN), SO AS TO MAINTAIN ALL WORK, MATERIALS, APPARATUS AND FIXTURES FREE FROM INJURY OR DAMAGE.

4. PROVIDE AND MAINTAIN APPROPRIATE MEANS (E.G. BARRICADES) TO ISOLATE WORK AREAS OF

THE BUILDING DURING RESTORATION WORKS.

5. THE CONTRACTOR MUST PROVIDE DROP CLOTHS OR OTHER MEANS TO EFFECTIVELY PREVENT THE

FALLING OF DEBRIS.

6. THE CONTRACTOR MUST COORDINATE ALL WORKS WITH CITY OF DAYTONA BEACH.

7. FIRE PROTECTION SYSTEM SHALL REMAIN OPERATIONAL AT ALL TIMES DURING REPAIRS.

1. DESIGN IN ACCORDANCE WITH THE 2023 FLORIDA BUILDING CODE, EXISTING BUILDING, EIGHTH EDITION.

2. MINIMUM 28 DAY CONCRETE CYLINDER STRENGTH SHALL BE:

FOOTINGS 5000 PSI (MAXIMUM W/C=0.4), TYPE II CEMENT

COLUMNS 5000 PSI (MAXIMUM W/C=0.4), TYPE II CEMENT

BEAMS 5000 PSI (MAXIMUM W/C=0.4), TYPE II CEMENT

OTHERS 5000 PSI (MAXIMUM W/C=0.4), TYPE II CEMENT

3. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60.

4. EPOXY COATED REINFORCING STEEL SHALL CONFORM TO ASTM A775 GRADE 60.

5. STRUCTURAL STEEL ANGLES AND OTHER ROLLED MEMBERS SHALL CONFORM TO ASTM A572 GRADE 50.

6. DESIGN LOADS:

DEAD LOADS SELF WEIGHT

5 PSF (MEP)

5 PSF (COLLATERAL)

LIVE LOAD 100 PSF (DECK)

50 PLF (UNIFORM, TOP RAIL)

200 LB (CONCENTRATED, TOP RAIL)

50 LB (CONCENTRATED, INTERMEDIATE

RAIL)

LIVE LOAD REDUCTION

LIVE LOAD REDUCTION PER FBC 2023 SECTION 1607.11 IS INCLUDED.

RAIN LOAD

RAIN INTENSITY 8.3 IN/HR.

WIND LOAD

RISK CATEGORY II

ULTIMATE WIND SPEED Vult = 140 MPH NOMINAL WIND SPEED Vasd = 109 MPH

EXPOSURE D

TORNADO DOES NOT CONTROL

INTERNAL PRESSURE COEFFICIENT GCpi = 0.0 (OPEN BUILDING)

COMPONENTS AND CLADDING REFER TO TABLE THIS SHEET

7. STRUCTURAL STEEL PLATES SHALL CONFORM TO THE FOLLOWING:

THICKNESS <= 1/8" ASTM A1011 CS TYPE B (OR APPROVED EQUAL)

3/16" <= THICKNESS <= 4" ASTM A572 GRADE 50

THICKNESS > 4" ASTM A36

8. THREADED RODS SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE.

9. STRUCTURAL WOOD FRAMING SHALL CONFORM TO NFPA NATIONAL DESIGN SPECIFICATIONS (OR MEET

ALL THE MINIMUM PUBLISHED VALUES) AS FOLLOWS:

JOISTS SPECIES SYP GRADE SELECT STRUCTURAL

GUARDRAIL POSTS: SPECIES SYP GRADE No 1 OTHER SAWN LUMBER: SPECIES SYP GRADE No 2

10. RESISTANCE TO LATERAL LOADS ON STRUCTURE IS PROVIDED BY BOARDWALK DECK DIAPHRAGMS.

CONTRACTOR SHALL PROVIDE SUFFICIENT TEMPORARY BRACING UNTIL ALL LATERAL SUPPORT

SYSTEMS ARE IN PLACE AND FUNCTIONAL.

11. ALL STRUCTURAL FRAMING AND CONNECTIONS HAVE BEEN DESIGNED FOR THE FINAL COMPLETED CONDITION AND HAVE NOT BEEN INVESTIGATED FOR POTENTIAL LOADINGS ENCOUNTERED DURING

ERECTION AND CONSTRUCTION. ANY INVESTIGATION OF THE STRUCTURAL FRAMING AND

CONNECTIONS FOR ADEQUACY DURING THE ERECTION AND CONSTRUCTION PROCESS IS THE

RESPONSIBILITY OF THE CONTRACTOR.

12. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND JOB SITE SAFETY.

SPALL REPAIRS AND CRACK SEALING

1. GENERAL

A. THE REPAIRS SHALL INCLUDE ALL AREAS WHERE SPALLS, CRACKS, DEBOND, AND

DELAMINATION ARE FOUND IN THE STRUCTURAL ELEMENTS, INCLUDING SLABS, COLUMNS,

GUARDRAILS, BEAMS AND WALLS.

B. CONTRACTOR TO PROVIDE ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT, AND PERFORM ALL

PREPARATION, CONCRETE SPALL REPAIR, AND CONCRETE CRACK REPAIR, AS SHOWN ON THE

DRAWINGS, SPECIFIED HEREIN, AND REQUIRED FOR A COMPLETE AND PROPER INSTALLATION.

C. MATERIALS' MANUFACTURER MUST BE A COMPANY SPECIALIZED IN MANUFACTURING THE

PRODUCTS SPECIFIED IN THIS SECTION WITH MINIMUM 20 YEARS DOCUMENTED EXPERIENCE.

D. ALL APPLICATIONS SHALL BE DONE BY A CERTIFIED INSTALLER (MINIMUM 10 YEARS OF

DOCUMENTED EXPERIENCE) FOLLOWING THE MANUFACTURERS’ DIRECTIONS AND STANDARDS.

THE CONTRACTOR MUST SUBMIT THE TECHNICAL SPECIFICATIONS FROM THE MANUFACTURER

FOR THE PRODUCTS SELECTED TO BE REVIEWED AND APPROVED BY THE ENGINEER.

E. PRIOR TO APPLICATION, REMOVE ALL DETERIORATED CONCRETE, DIRT, OIL, GREASE, AND ALL

BOND INHIBITING MATERIALS FROM SURFACE. PREPARATION WORK SHOULD BE DONE BY

APPROPRIATE MEANS IN ORDER TO OBTAIN THE CONDITIONS REQUIRED BY THE

MANUFACTURER FOR THE APPLICATION OF ANY SPECIFIC PRODUCT. SURFACE PREPARATION

METHODS MUST BE ACCORDING TO THE MANUFACTURERS' RECOMMENDATIONS AND

APPROVED BY THE ENGINEER AND OWNER BEFORE PROCEEDING.

F. BONDING AGENT, MIXING, APPLICATION AND CURING VARIES FROM PRODUCT TO PRODUCT. THE

CONTRACTOR MUST FOLLOW THE MANUFACTURERS’ RECOMMENDATIONS FOR EACH SPECIFIC

PRODUCT.

G. SURFACE PREPARATION WORKS MUST BE INSPECTED AND DEEMED ACCEPTABLE BY THE

OWNER AND ENGINEER, PRIOR TO APPLICATION OF THE SPECIFIED PRODUCTS.

H. CONTRACTOR SHALL PROTECT EXISTING REINFORCEMENT DURING REMOVAL OF DAMAGED

CONCRETE.

SPALL REPAIRS AND CRACK SEALING (CONT'D)

2. SPALL REPAIR MATERIALS

A. REPAIR ALL CONCRETE SPALLS, AREAS OF DELAMINATED CONCRETE, CONCRETE WITH

SURFACE EXPOSED REINFORCEMENT AND CONCRETE AREAS WHERE EMBEDDED STEEL SHOWS

SIGNS OF CORROSION.

B. FOR VERTICAL AND OVERHEAD SURFACES: MIX AND APPLY TWO-COMPONENT, POLYMER-

MODIFIED, CEMENTITIOUS, NON-SAG MORTAR, SIKATOP 123 PLUS AS MANUFACTURED BY SIKA

CORPORATION (OR APPROVED EQUAL BY ENGINEER) IN STRICT ACCORDANCE WITH THE

MANUFACTURER’S INSTRUCTIONS.

C. BONDING AGENT AND REINFORCEMENT PROTECTION COATING: BONDING AGENT AND ANTI-

CORROSION COATING SHALL BE SIKA ARMATEC 110 EPOCEM AS MANUFACTURED BY SIKA

CORPORATION (OR APPROVED EQUAL BY ENGINEER) IN STRICT ACCORDANCE WITH THE

MANUFACTURER’S INSTRUCTIONS.

3. CRACK REPAIR MATERIALS

A. CRACK SIZES VARY FROM HAIRLINE TO FINE. ALL CRACKS THAT NEED TO BE REPAIRED ARE NOT NECESSARILY SHOWN IN PLAN. ALL CRACKS WITH A WIDTH OF 0.01 INCHES AT ANY LOCATION OR

WIDER NEED TO BE SEALED AS INDICATED IN DETAILS.

B. HORIZONTAL GRAVITY-FED CRACK REPAIRS: MIX AND APPLY HYBRID URETHANE, 10-MINUTE

CONCRETE MENDER AS MANUFACTURED BY ROADWARE INCORPORATED (OR APPROVED EQUAL

BY ENGINEER) IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.

C. VERTICAL AND OVERHEAD PRESSURE-INJECTED CRACK REPAIRS: MIX AND APPLY HIGH-

MODULUS, LOW-VISCOSITY, HIGH-STRENGTH, EPOXY RESIN ADHESIVE SIKADUR 35 HI-MOD LV AS

MANUFACTURED BY SIKA CORPORATION (OR APPROVED EQUAL BY ENGINEER) IN STRICT

ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS.

D. VERTICAL AND OVERHEAD CRACK SEALING AND INJECTION PORT INSTALLATION: MIX AND APPLY

HIGH-MODULUS, HIGH-STRENGTH, EPOXY PASTE ADHESIVE SIKADUR 31 HI-MOD GEL AS

MANUFACTURED BY SIKA CORPORATION (OR APPROVED EQUAL BY ENGINEER) IN STRICT

ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.

SEAL:

DRAWN BY:

APPROVED BY:

SCALE:

CHECKED BY:

DATE:

PROJECT NUMBER:

PROJECT TITLE:

ISSUE:

PROJECT INFORMATION:

SHEET TITLE:

SHEET NUMBER:

AS NOTED

www.graef-usa.com

1 2 3 4 5 6

D

C

B

A

D

C

B

A

1 2 3 4 5 6

2300 Maitland Center Parkway, Suite 210 Maitland, FL 32751

407 / 659 6500

This item has been digitally signed and sealed by Scott D. Hinrichs, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Scott D. Hinrichs PE License #: 67810

CERT # 4270

PERMIT SET

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CITY OF DAYTONA BEACH

MAIN STREET PIER

PARTIAL BOARDWALK AND

RAILING REPLACEMENT

GENERAL NOTES

05/23/2025

S001

2019-4115

JA

WL

SH

DESIGN SPECIFICATIONS

CONCRETE

GENERAL NOTES WOOD FRAMING

MISCELLANEOUS

WIND PROVISIONS FOR

COMPONENTS AND CLADDING

GENERAL NOTES (CONT'D)

A6A5A4A3A2A1

B6B5B4B3B2B1

C6C5C4C3C2C1

D6D5D4D3D2D1

LINE

BEYOND

CENTER, GRID

DEMOLITION

EXISTING

(HALFTONE)

HIDDEN

MATCHLINE

NEW (CUT)

NEW (PROJECTION)

OVERHEAD

MATERIAL

ALUMINUM

BRICK

CONCRETE

CONCRETE

MASONRY BLOCK

EARTH

GRAVEL

GROUT

WOOD STRUCTURAL

PANEL

STEEL

REFERENCE

BREAK LINE

N

A6

S-501

EXISTING GRID

INDICATOR

GRID INDICATOR

NORTH INDICATOR

SECTION VIEW

INDICATOR

SLOPE INDICATOR

STEP INDICATOR

REVISION CLOUD

SPAN DIRECTION

INDICATOR

ELEVATION VIEW

INDICATOR

KEYNOTE INDICATOR

REVISION INDICATOR

OPENING

(FLOOR, ROOF

OR WALL)

ELEVATION

INDICATOR

TOC

100'-0"

S-201

A1

A1

A1

A1B1

C1

D1

A6/S-501 VIEW INDICATOR

A6

S-501

VIEW CALLOUT

PC01

F01

DP01

TOPC 99'-0"

C01, P01

TOF 96'-0"

C01, P01

TODP 96'-0"

C01, P01

G B

TOF 96'-0"

FOUNDATION WALL,

CONTINUES UP

GRADE BEAM

PILE CAP

WALL FOOTING

FOOTING STEP

SPREAD FOOTING MARK

TOP OF FOUNDATION

ELEVATION

GRADE BEAM MARK

COLUMN OR PIER,

ENDS HERE

TOGB 99'-0"TOP OF GRADE

BEAM ELEVATION

CONCRETE COLUMN

OR PIER MARK

CJ

CJ

CJ

TOW 100'-0"TOP OF WALL

ELEVATION

SLAB ON GRADE CONTROL

OR CONSTRUCTION JOINT

CJ

PILE CAP MARK

COLUMN OR PIER,

CONTINUES UP

TOP OF PILE CAP

ELEVATION

SG01

TOC 100'-0"

FLOOR TYPE MARK

SPREAD FOOTING

TOP OF FOUNDATION

ELEVATION

DRILLED PIER

TOP OF DRILLED PIER

ELEVATION

DRILLED PIER MARK

F01

TOF 96'-0"

C01, P01

FOUNDATION WALL,

ENDS HERE

CJ

DOOR STOOP

F01

TOF 96'-0"

C01, P01

UTILITY THROUGH WALL

IE 95'-6"

TOF 95'-0"

CW01

WF01

WALL MARK

WALL FOOTING MARK

CONCRETE ENCASED

COLUMN

DIAGONAL BRACING ABOVE OR

BELOW

COLUMN CONTINUES

COLUMN ENDS HERE (BEAM

FRAMES OVER COLUMN)

ANGLE

KICKER

BRACE

BRACED BOTTOM FLANGE LOCATION

MOMENT CONNECTION

W x3

8)

1"

SECTION DESIGNATION

TOTAL NUMBER OF

SHEAR STUDS

CAMBER AT MIDSPAN

FACTORED AXIAL TRANSFER FORCE

(KIPS). DESIGN BEAM END CONNECTION

FOR TRANSFER FORCE IN ADDITION TO

SHEAR REACTION. FORCE MAY ACT IN

EITHER DIRECTION.

FACTORED END

SHEAR REACTION

(KIPS)

TOP OF STEEL ELEVATION, NOTED ON

EACH END INDICATES A SLOPED BEAM

CANTILEVER SAME SECTION AS

BACK SPAN UNLESS NOTED

OTHERWISE

CAMBER AT END OF CANTILEVER1"

COLUMN STARTS HERE

BEAM SPLICE

SHEAR CONNECTION

W P

BEAM WEB PENETRATION MARK

FACTORED END MOMENT

REACTION (FOOT-KIPS)

1'

-0

FL01

TOC 100'-0"

TOS 99'-6"

FLOOR TYPE MARK

EMBED PLATE

EDGE OF SLAB OR EDGE OF DECK

OPENING

BOTTOM FLANGE BRACE

JOIST BOTTOM

CHORD EXTENSION

FL01

TOC 100'-0"

B

SH01 SHEARHEAD MARK

DROP PANEL

BEAM MARK

BEAM

OPENING

FLOOR TYPE MARK

EDGE OF SLAB

COLUMN, CONTINUES

ABOVE FLOOR

COLUMN STRIP OR

MIDDLE STRIP

BOUNDARY

REINFORCEMENT, SHOWN

AND SCHEDULED ON PLAN

COLUMN, STOPS BELOW FLOOR

WALL, CONTINUES

ABOVE FLOOR

WALL, STOPS BELOW

FLOOR

SLAB UPWARD CAMBER

MARK

3/4"

CONCRETE SLAB ON

STEEL FLOOR DECK

(TRANSVERSE)

CONCRETE SLAB ON

STEEL FLOOR DECK

(LONGITUDINAL)

CONCRETE SLAB

ON GRADE

WELDED WIRE FABRIC

REINFORCEMENT

ANCHOR ROD

ADHESIVE ANCHOR

2'-0"

BENT BAR

2'-0" H x 3'-0" V

BAR DRILLED

AND EPOXY SET

INTO CONCRETE

EXPANSION ANCHOR

SHEAR STUDRAIL

REINFORCEMENT

SCREW ANCHOR

2# 4E

F

G

WALL REINFORCEMENT EXTENT

WALL TO BE GROUTED SOLID.

IF "G" IS OMITTED, GROUT WALL

CORES AT BAR LOCATIONS ONLY.

BAR SIZE

NUMBER OF BARS

BAR SPACING (INCHES)

LOCATION OF BAR(S) WITHIN

BLOCK CORE:

EF = 1/2 TOTAL NUMBER OF

BARS EACH FACE

C = CENTER IN WALL

IF = INSIDE FACE

OF = OUTSIDE FACE

VERTICAL BARS TO PASS

THROUGH INTERMEDIATE BOND

BEAMS

L0

MP01

MW01

MASONRY

WALL MARK

MASONRY

LINTEL MARK

MASONRY

PIER MARK

DEFINES OVER WHAT LENGTH OF

WALL REINFORCEMENT IS TO OCCUR

MASONRY

BEARING PLATE

MARK

MBP1 MBP1

STEEL BEAM

OR JOIST

BOND BEAM

CONCRETE MASONRY

UNIT (SECTION)

CONCRETE

MASONRY UNIT (TOP)

BRICK VENEER

L2 -1

H 2-

S

W

SW2

QUANTITY OF 2x MEMBERS

SAWN LUMBER HEADER

NOMINAL DEPTH

HOLD DOWN

SHEAR WALL

LVL HEADER OR BEAM

COLUMN

JOIST OR PRE-ENGINEERED

WOOD TRUSS

BEARING WALL

2 +/- 3.5 KIPS

HOLLOW CORE

PRECAST PLANK

(LONGITUDINAL)

HOLLOW CORE

PRECAST PLANK

(TRANSVERSE)

PRECAST TEE

(TRANSVERSE)

PRECAST TEE

(LONGITUDINAL)

STEEL ROOF DECK

(TRANSVERSE)

STEEL ROOF DECK

(LONGITUDINAL)

BOLT

SHEAR STUD

THREADED ROD

WOOD

BLOCKING OR

SHIM

WOOD FRAMING

WOOD GLULAM

WOOD MICROLAM

WOOD PARALAM

NAIL

LAG SCREW

SECTION TOP (T) FRONT (F) BACK (B) BOTTOM (BOT)

HP,

M, W

C, MC

L

(2) L

SLBB LLBB

HSS

HSS

(ROUND),

PIPE

MT,

WT

BG,

DLH,

G, K, LH,

VG

LLVLLH

T

BOT

F B

F B

T

BOT

T

BOT

T

BOT

T

BOT

T

BOT

T

BOT

T

BOT

SECTION ELEVATION (E)TOP (T)

T

T

T

T

T

T

E E

C JOIST

C STUD

FURRING

CHANNEL

FURRING

HAT

CHANNEL

LIGHT

GAUGE

ANGLE

RUNNER

CHANNEL

FL01

TOC 100'-0"

B

SH01 SHEARHEAD MARK

DROP PANEL

BEAM MARK

BEAM

OPENING

FLOOR TYPE MARK

EDGE OF SLAB

COLUMN, CONTINUES

ABOVE FLOOR

MILD REINFORCEMENT

COLUMN, STOPS AT FLOOR

F =X

X K

/F T

U

POST-TENSIONING FORCE

REQUIRED AT UNIFORM TENDONS

X

X X .X

X

UNIFORM POST-TENSIONING

TENDONS

X .X

X X

.X X

X.XXX.XXX.XX

F=XX K/FT

B

POST-TENSIONING FORCE

REQUIRED AT BANDED TENDONS

BANDED POST-TENSIONING TENDONS

X .X

X X

.X X

TENDON CGS ELEVATION AT MIDSPAN

OR CENTERLINE OF SUPPORT

FL01

TOC 100'-0"

G

01 GIRDER MARK

GIRDER

OPENING

FLOOR TYPE MARK

EDGE OF SLAB

COLUMN, CONTINUES

ABOVE FLOOR

COLUMN, STOPS AT FLOOR

F =X

X K

/F T

POST-TENSIONING FORCE

REQUIRED AT SLAB TENDONS

TENDON CGS ELEVATION AT MIDSPAN

OR CENTERLINE OF SUPPORT

G

B01

B01X .X

X X

.X X

X .X

X

B01

X .X

X

X .X

X

SLAB POST-TENSIONING TENDONS

BEAM MARK

BEAM

MILD REINFORCEMENTX

G

SEAL:

DRAWN BY:

APPROVED BY:

SCALE:

CHECKED BY:

DATE:

PROJECT NUMBER:

PROJECT TITLE:

ISSUE:

PROJECT INFORMATION:

SHEET TITLE:

SHEET NUMBER:

AS NOTED

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D

C

B

A

D

C

B

A

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407 / 659 6500

This item has been digitally signed and sealed by Scott D. Hinrichs, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Scott D. Hinrichs PE License #: 67810

CERT # 4270

PERMIT SET

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R ev it\ Lo ca l F ile s\

R el ea se

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P

M

CITY OF DAYTONA BEACH

MAIN STREET PIER

PARTIAL BOARDWALK AND

RAILING REPLACEMENT

GENERAL INFORMATION

05/23/2025

S002

2019-4115

JA

WL

SH

1WAY ONE-WAY

AB ANCHOR BOLT

ADDL ADDITIONAL

ADDM ADDENDUM

AHU AIR HANDLING UNIT

ALT ALTERNATE

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

B PL BASE…