Attachment_A_-_Canova_Crossover_Structural.pdf

MATERIAL IDENTIFICATIONS

THE FOLLOWING MATERIAL IDENTIFICATIONS MAY BE USED IN THE STRUCTURAL DRAWINGS:

CONCRETE EARTH GRAVEL GROUT

MASONRY STEEL LT GAGE WOOD

DRAWING INTERPRETATION:

DRAWING VIEWS LABELED AS "TYPICAL":

PARTIAL PLANS, ELEVATIONS, SECTIONS, DETAIL, OR SCHEDULES LABELED WITH "TYPICAL"

BEGINNING OF THIER TITLE APPLY TO SITUATIONS OCCURING ON A PROJECT THAT ARE SAME

OR SIMILAR TO THOSE INDICATED WHETHER OR NOT THEY ARE KEYED AT EACH LOCATION.

APPLICABILITY CAN BE DETERMINED BY THE TITLE OF EACH VIEW.

VIEW REFERENCE SYMBOLS

THE FOLLOWING SYMBOLS MAY BE USED TO REFER TO OTHER VIEWS IN THE DRAWINGS:

DETAIL

NUMBER

SHEET

NUMBER

DETAIL SYMBOL

SECTION SYMBOL

SECTION

NUMBER

SHEET

NUMBER

SITE

VICINITY MAP LOCATION MAP

SITE

ALL STRUCTURAL WORK FOR THIS PROJECT HAS BEEN ENGINEERED

IN ACCORDANCE WITH: THE FLORIDA BUILDING CODE, 2023 ASCE-7 22

"MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES.

ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS AND

SPECIFICATIONS OF THESE CODES AND THEIR REFERENCED

STANDARDS, AND ALL OTHER APPLICABLE FEDERAL, STATE, AND

LOCAL CODES, STANDARDS, REGULATIONS AND LAWS.

DESIGN CRITERIA

DESIGN GRAVITY LOADS:

LOCATION UNIFORM LIVE LOAD

DECK 60 PSF

DESIGN WIND LOADS:

WIND SPEED: (3 SECOND GUST) V=160 MPH

RISK CATEGORY: CATEGORY II

EXPOSURE: D

ALL WOOD FRAMING CONSTRUCTION, WORKMANSHIP AND

MATERIALS SHALL CONFORM WITH THE SPECIFICATIONS AND

REQUIREMENTS OF THE REFERENCES LISTED BELOW:

*"AMERICAN INSTITUTE OF TIMBER CONSTRUCTION"

*"NATIONAL DESIGN SPECIFICATION FOR WOOD"

CONSTRUCTION" 2005 AND SUPPLEMENT.

TIMBER

USE CATEGORY

UC5B-UC5C

ALL STRUCTURAL LUMBER SHALL BE AS A MINIMUM,

NO.1 GRADE SOUTHERN YELLOW PINE FOR DECKING,

RAILING, CAP BOARD, POSTS, TYP. AND NO.2 SOUTHERN

GRADE YELLOW PINE FOR GIRDERS, JOISTS, STRINGERS,

AND SHALL HAVE AT LEAST THE FOLLOWING MINIMUM

ALLOWABLE DESIGN STRESSES AND MODULUS OF

ELASTICITY AT A MAXIMUM MOISTURE CONTENT OF 19":

1.

2.

Fb (BENDING) Fv (SHEAR) Fc (COMPRESSION) Ft (TENSION) E

1500 PSI

90 PSI

1650 PSI

825 PSI

1,6000,000 PSI

2X4 TIMBER

1250 PSI

90 PSI

1600 PSI

725 PSI

1,6000,000 PSI

2X6 TIMBER

1200 PSI

90 PSI

1550 PSI

650 PSI

1,6000,000 PSI

2X8 TIMBER

Fb (BENDING) Fv (SHEAR) Fc (COMPRESSION) Ft (TENSION) E

1050 PSI

90 PSI

1500 PSI

575 PSI

1,6000,000 PSI

2X10 TIMBER

975 PSI

90 PSI

1450 PSI

550 PSI

1,6000,000 PSI

2X12 TIMBER

ALL LUMBER SHALL BE FACTORY MARKED WITH GRADE

STAMP OF INSPECTION AGENCY, SHOWING COMPLIANCE

WITH GRADING RULE REQUIREMENTS

3.

STAINLESS STEEL HANGERS AND FRAMING ANCHORS SHALL

BE USED AND SHALL BE FASTENED IN ACCORDANCE WITH

THE MANUFACTURERS SPECIFICATIONS

4.

ANCHORING AND NAILING NOT SPECIFIED SHALL COMPLY

WITH THE NAILING SCHEDULE PER THE FBC

5.

USE CATEGORY UC5C MARINE USE SOUTHERN WATERS OF

THE AMERICAN WOOD PROTECTION ASSOCIATION U1-18

6.

PRESERVATIVE RETENTION SPECIFICATIONS (SOLID SAWN MATERIALS, MARINE APPLICATION)

SOUTHERN PINE,

MIXED SOUTHERN PINE

RETENTION SPECIFICATION SOLID SAWN MATERIAL

CR/CR-S ACZA CCA

25 2.5 2.5

BACKFILL MATERIAL SHALL BE FROM AN UPLAND SOURCE AND SHALL BE

CLEAN, CONSTRUCTION-QUALITY SAND, FREE FROM ORGANICS, OILS,

GREASE AND DEBRIS. THE SOURCE COMPANY SHALL PROVIDE A SIEVE

ANALYSIS FOR EACH BACKFILL MATERIAL TYPE TO THE ENGINEER FOR

APPROVAL PRIOR TO SHIPPING THE MATERIAL.

BACKFILL NOTES

1.

BACKFILL MATERIAL SHALL BE PLACED IN MAXIMUM 12-INCH LIFTS AND

COMPACTED TO A MINIMUM DENSITY OF 98 PERCENT OF THE MODIFIED

PROCTOR TEST AS DETERMINED BY ASTM D-1557 STANDARDS. EACH 12-

INCH LIFTOF BACKFILL SHALL BE TESTED, AT THE EXPENSE OF THE

CONTRACTOR, BY A QUALIFIED INDEPENDANT TESTING COMPANY. THE

TESTING COMPANY NAME, QUALIFICATIONS, AND CONTACT INFORMATION

SHALL BE PROVIDED TO THE OWNER, OWNERS REPRESENTATIVE AND

ENGINEER FOR APPROVAL PRIOR TO COMMENCING SOIL TESTING. SEE

PROJECT SPECIFICATIONS FOR DETAILS

2.

THE BACKFILLING AND COMPACTION SHOULD BE PREFORMED WITH THE

SMALLEST PRACTICAL EQUIPMENT TO REDUCE SURCHARGE ON THE

STRUCTURE DURING OPERATION. THE CONTRACTOR SHALL REVIEW THE

BACKFILLING PROCEDURE WITH THE ENGINEER PRIOR TO COMMENCING.

3.

ALL FACILITIES, PRIVATE OR PUBLIC, USED FOR ACCESS SHALL BE

REPAIRED TO THEIR ORIGINAL CONDITION FOLLOWING "COMPLETION"

OF THE PROJECT, INCLUDING GRADE AND TOPPING (SOD,

TREE/VEGITATION COVER, ESTABLISHED ROAD, ETC.)

MOBILIZATION AND DEMOBILIZATION

1.

THE CONTRACTOR PRESENT A SHIPPING, STOCKPILE AND SITE

ADMINISTRATION PLAN (SSSAP) TO THE OWNER, OWNER'S

REPRESENTATIVEOR ENGINEER FOR APPROVAL. THE PLAN SHALL BE

SPECIFIC TO THE PROJECT REQUIREMENTS FOR THE PARTICULAR

MATERIALS TO BE DELIVERED TO THE SITE, DESCRIBING DELIVERY

POINTS, STOCKPILE AREAS, TEMPORARILY DEBRIS/TRASH STORAFE

AREAS, TEMPORARY FIELD OFFICE (INCL. UTILITIES MAINTAINED THERE),

FENCING, SECURITY ABD A STATEMENT OF COMMITMENT AND DETAILS

FOR MAINTAINING SAFETY ON THE SITE.

2.

THE OWNER, OWNER'S REP OR ENGINEER SHALL HAVE THE RIGHT TO

EXERCISE REASONABLE ALTERATIONS OR ADDITIONS TO THE SSSAP.

3.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE, AND PAY FOR,

NECESSARY UTILITIES TO OCCUPY THE SITE AND PERFORM THE WORK

4.

THE CONTRACTOR SHALL NOT DEMOBILIZE UNTIL PROJECT COMPLETION5.

THE CONTRACTOR SHALL PROVIDE "ACCESS CLOSED FOR

CONSTRUCTION" SIGNS - "NO TRESPASSING" AND BARACADES OFF OF

THE BEACH ACCESS

6.

THE CONTRACTOR SHALL MAINTAIN A CLEAN AND NEAT SITE, VOID OF

LOOSE DEBRIS, TRASH, REMNANT PARTS OR MATERIALS.

SITE MAINTENANCE

1.

TRASH RECEPTACLES AND REMOVAL SERVICE SHALL BE MAINTAINED BY

THE CONTRACTOR SPECIFICALLY FOR THIS PROJECT. PRE-EXISTING

TRASH/DEBRIS FACILITIES SHALL NOT BE USED TO MAINTAIN THE PROJECT

2.

TEMPORARY DEBRIS PILES SHALL BE LIMITED IN NUMBER AS MUCH AS

PRACTICAL AND CONTAINED IN DESIGNATED AREAS UNTIL REMOVAL.

DEBRIS AND TRASH SHALL NOT BE SCATTERED IN AREAS OUTSIDE THE

LIMITED DESIGNATED AREAS AT ANY TIME.

3.

REMOVAL OF TRASH/DEBRIS SHALL BE SCHEDULED AS APPROPRIATE TO

NOT ALLOW PILES TO REACH FIVE FEET IN HEIGHT OR GREATER THEN TEN

FEET IN DIAMETER. DEBRIS INDIVIDUALLY LARGER THEN THESE

DIMENSIONS SHALL BE REMOVED FROM THE SITE WITHIN FIVE WORKING

DAYS. RECEPTACLES SHALL NOT OVERFLOW AT ANY TIME. CONTAIN AND

PROTECT ALL DEBRIS FROM BECOMING WIND BOURNE.

4.

WHERE NECESSARY, THE CONTRACTOR SHALL EMPLOY A MAINTENANCE

OF TRAFFIC PLAN (MOTP) FOR VEHICLES AND PEDESTRIANS INCLUDING

MATERIAL DELIVERIES, STOCKPILE AREA(S), WORKER PARKING AND

CONSTRUCTION EQUIPMENT. THE PLAN MUST BE IN WRITING, INCLUDING

SKETCHES OR DRAWINGS, AND MUST BE SUBMITTED TO THE OWNER,

OWNER'S REP OR ENGINEER FOR REVIEW AND APPROVAL BEFORE

COMMENCEMENT OF ANY WORK.

5.

THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE LOCAL, STATE AND

FEDERAL CODES REGARDING SITE MAINTENANCE.

6.

THE CONTRACTOR SHALL PREPARE AND ADHERE TO A SITE-SPECIFIC

SAFETY PLAN. THE CONTENTS OF THE PLAN ARE:

1. IDENTIFICATION OF POTENTIAL HAZARDS AND INJURIES PERTAINING

TO THE SPECIFIC SITE AND PROJECT.

2. LOCATION NEAREST HOSPITAL.

3. ASSURE AVAILABILITY OF AT LEAST ONE WORKING CELL PHONE AND

ONE VEHICLE ON SITE AT ALL TIMES.

4. EMERGENCY CONTACTS WITHIN THE SUBCONTRACTORS

ORGANIZATION AND AT THE PRIME CONTRACTORS ORGANIZATION.

5. ALL FIELD PERSONNEL WEAR APPROPRIATE PERSONAL PROTECTION

EQUIPMENT FOR A GIVEN TASK/OPERATION SUCH AS SAFETY

GLASSES/GOGGLES, MASKS, SHIELDS, GLOVES, HARNESSES, HARD

HATS, STEEL-TOED BOOTS, ETC.

6. SAFETY KIT AVAILABLE ONSITE AT ALL TIMES WITH MATERIALS FOR

POTENTIAL HAZARDS AND INJURIES.

7. THE SITE SPECIFIC SAFETY PLAN SHALL BE DISTRIBUTED AND

REVIEWED WITH ALL SITE WORKERS PRIOR TO SAID WORKERS

COMMENCING WORK ON THE PROJECT SITE.

8. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE LOCAL, STATE

AND FEDERAL CODES REGARDING SITE SAFETY.

SITE SAFETY

DEMOLITION OR CLEARING MAY REQUIRE PERMITS. THE CONTRACTOR

SHALL ACQUIRE ALL NECESSARY BUILDING PERMITS FROM THE LOCAL

MUNICIPALITY PRIOR TO COMMENCING WORK.

DEMOLITION, CLEARING AND RESTORATION

1.

CLEARING AND REMOVAL OF VEGITATION, ROCKS AND DEBRIS MAY BE

REQUIRED WITHIN THE PROJECT STRUCTURE FOOTPRINT.

2.

DEMOLITION OR REMOVAL OF OBJECTS, DEBRIS, OR MATERIAL

SPECIFIED OR OBSTRUCTING CONSTRUCTION SHALL TAKE PLACE ONLY

TO THE EXISTING EXTENT NECESSARY

3.

ANY PERMITTED DEMOLITION OR REMOVAL FROM SUBMERGED LANDS

OR ADJACENT UPLANDS SHALL BE FULLY CONTAINED WITHIN SILTATION

DEVICES SUCH THAT PERMIT TURBIDITY REQUIREMENTS AND STATE

WATER QUALITY STANDARDS ARE MET.

4.

THE SITE SHALL BE RESTORED BY REMOVING AND FINISHING ALL

EVIDENCE OF CONSTRUCTION INCLUDING TEMPORARILY HAUL ROADS,

VEHICLE RUTS, STOCKPILE AREAS, SHORELINE SLOPES AND

VEGITATION, SOD AND AREAS SUBJECT TO PROJECT WORK.

5.

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No. 55343

CCOPYRIGHT STATEMENT

THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF

ADAMS ENGINEERING INC. (AEI) AND ARE ISSUED ONLY FOR THE

SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS,

REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS WITHOUT THE

EXPRESS WRITTEN CONSENT OF AEI IS PROHIBITED BY LAW.

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DESIGNED BY:

DRAWN BY:

CHECKED BY:

ENGINEER OF RECORD

THOMAS L. ADAMS, PE

PE #55343

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STRUCTURAL SHEET LIST

Sheet Number Sheet Name

Sheet Issue Date

REVISIONS

Current Revision

Current Revision Date Current Revision Description

S0.0 STRUCTURAL COVER SHEET 01/29/25

S1.0 PLAN 01/29/25

S2.0 DETAILS 01/29/25

A

STRUCTURAL 3D MODEL

(FOR REFERENCE ONLY)

PLAN NOTES

ALL POSTS SHALL BE EMBEDDED A MINIMUM OF 7'-0" INTO EXISTING GRADE1.

DECKING SHALL BE INSTALLED WITH 1/4" GAP2.

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS SHOWN AND

BRING ANY MAJOR DISCREPANCIES TO THE ATTENTION OF THE ENGINEER

PRIOR TO STARTING WORK.

3.

- DENOTES NEW DECK ELEVATIONS4. X.X

- DENOTES EXISTING SAND ELEVATIONS5. X.X

2X10 STRINGERS

AT 24" O.C., TYP.

6X6 POSTS, TYP.

2X8 TOP RAIL, AND

2X6 SIDE RAILS TYP.

2X10 GIRDERS, TYP.

5' - 0" 5' - 0"

101' - 2 3/4"

97' - 2 3/4"

' - 0

' - 0

5' - 0" 6' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

2 3/4"

6' - 6"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 6"

2 3/4"

SLOPE 1/12

' - 0

' - 0

' - 0

' - 0

' - 0

' - 0

' - 0

' - 0

' - 0

' - 0

' - 0

' - 0

' - 0

' - 0

' - 0

' - 0

' - 0

SLOPE 1/16

14.5'

17.0'

17.0'

17.0'

16.0'

16.0'

13.5'

13.5'

11.0'

11.0'

8.5'

8.5'

6.5'

10' - 0"

S2.0

S2.0

14.7

14.5

15.1

14.7

14.4

15.0

14.7 12.1

14.4 9.7

9.6

9.0

8.6

9.1

9.5

9.5

10.1

9.7

9.9

8.1

8.2

8.1

7.8

8.0

8.0

4X4 FOR HANDRAIL

SUPPORT TYP AT

MID SPAN

S2.0

S L O

P E

/1

S L O

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No. 55343

CCOPYRIGHT STATEMENT

THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF

ADAMS ENGINEERING INC. (AEI) AND ARE ISSUED ONLY FOR THE

SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS,

REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS WITHOUT THE

EXPRESS WRITTEN CONSENT OF AEI IS PROHIBITED BY LAW.

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DESIGNED BY:

DRAWN BY:

CHECKED BY:

ENGINEER OF RECORD

THOMAS L. ADAMS, PE

PE #55343

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3/16" = 1'-0"

PLAN

/2

/4

/4

T/DECK

SEE PLAN

P.T. 2X10 GIRDER W/ (2)-3/4"Ø S.S.

THRU BOLTS, NUTS AND WASHERS

@ EACH POST

2X6 P.T. DECKING W/ (2)-#10X3" S.S

DECK SCREWS PER BOARD CONN.

P.T. 2X10 PERIMETER JOIST W/ (2)-3/4"Ø S.S.

THRU BOLT, NUTS, AND WASHERS

AT EACH POST

P.T. 2X6 CONT. RAIL W/ (3)-#10X3" S.S.

WOOD SCREWS AT EACH POST

P.T. 2X8 CONT. CAP RAIL W/ (3)-#10X3"

S.S. WOOD SCREWS AT EACH POST

P.T. 2X10 JOISTS AT 24" O.C.

SECURE TO GIRDER WITH SIMPSON

H2.5ASS EACH JOIST, TYP.

/2

/2

P.T. 6X6 POST, SEE PLAN.

SET POSTS A MINIMUM OF

7'-0" INTO EXISTING GRADE

T/DECK

SEE PLAN

P.T. 6X6 POST, SEE PLAN.

SET POSTS A MINIMUM OF

7'-0" INTO EXISTING GRADE

P.T. 2X6 CONT. RAIL W/ (3)-#10X3"

WOOD SCREWS AT EACH POST, TYP.

P.T. 2X8 CONT. CAP RAIL W/ (3)-#10X3"

WOOD SCREWS AT EACH POST

/4 " 3

/4

P.T. 2X10 GIRDER W/ (2)-3/4"Ø S.S.

THRU BOLTS, NUTS AND WASHERS

@ EACH POST

P.T. 2X10 PERIMETER JOIST W/ (2)-3/4"Ø S.S.

THRU BOLT, NUTS, AND WASHERS

AT EACH POST

2X6 P.T. DECKING W/ (2)-#10X3" S.S

DECK SCREWS PER BOARD CONN.

T/DECK

SEE PLAN

P.T. 4X4 FOR HANDRAIL SUPPORT

TYP BETWEEN ALL MAIN 6X6 POSTS.

SEE PLAN

P.T. 2X6 CONT. RAIL W/ (3)-#10X3"

WOOD SCREWS AT EACH POST, TYP.

P.T. 2X8 CONT. CAP RAIL W/ (3)-#10X3"

WOOD SCREWS AT EACH POST

/4

P.T. 2X10 PERIMETER JOIST W/ (2)-3/4"Ø S.S.

THRU BOLT, NUTS, AND WASHERS

AT EACH POST

2X6 P.T. DECKING W/ (2)-#10X3" S.S

DECK SCREWS PER BOARD CONN.

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STATE OF

No. 55343

CCOPYRIGHT STATEMENT

THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF

ADAMS ENGINEERING INC. (AEI) AND ARE ISSUED ONLY FOR THE

SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS,

REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS WITHOUT THE

EXPRESS WRITTEN CONSENT OF AEI IS PROHIBITED BY LAW.

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PROJ. NO. :

SCALE

DATE

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ENGINEER OF RECORD

THOMAS L. ADAMS, PE

PE #55343

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3/4" = 1'-0"

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3/4" = 1'-0"

DETAIL

3/4" = 1'-0"

DETAIL

3/4" = 1'-0"

DETAIL