24-8284_-_Exhibit_M_-_CAXAMBAS_TANK_STRUCTURAL_Rev._1.pdf

STANDARD ABBREVIATIONS

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ARCH ARCHITECT

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASD ALLOWABLE STRESS DESIGN

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

@ AT

BLDG BUILDING

BLK BLOCKING

BOT BOTTOM

BP BASE PLATE

BRG BEARING

BTWN BETWEEN

CANT CANTILEVER

CG CENTER OF GRAVITY

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLR CLEAR, CLEARANCE

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CTR CENTER

DEG DEGREES

DIA DIAMETER

DL DEAD LOAD

DN DOWN

DTL DETAIL

DWG DRAWING

DWL DOWEL

(E) EXISTING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

ELEV ELEVATOR

EQ EQUAL

EW EACH WAY

f’c CONCRETE STRENGTH

FBC FLORIDA BUILDING CODE

FIN FINISH

FND FOUNDATION

FTG FOOTING

Fy YIELD STRENGTH OF STEEL

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

HORIZ HORIZONTAL

K KIPS

KLF KIPS PER LINEAR FOOT

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LRFD LOAD AND RESISTANCE FACTOR DESIGN

Lr ROOF LIVE LOAD

LSH LONG SIDE HORIZONTAL

LSL LONG SLOTTED

LSV LONG SIDE VERTICAL

LW LIGHTWEIGHT

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL AND PLUMBING

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

NDS NATIONAL DESIGN SPECIFICATION FOR

WOOD

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OPP OPPOSITE

OWJ OPEN WEB JOIST

PCF POUNDS PER CUBIC FOOT

PCI PRECAST CONCRETE INSTITUTE

PL PLATE

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED, POST-TENSION

REF REFERENCE

REINF REINFORCEMENT

REQD REQUIRED

REV REVISION

SDI STEEL DECK INSTITUTE

SF SQUARE FOOT

SIM SIMILAR

SOG SLAB ON GRADE

SPEC SPECIFICATION

SS STAINLESS STEEL

SSL SHORT SLOTTED

STD STANDARD

T&B TOP AND BOTTOM

T/REFERENCE TOP OF REFERENCE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W/ WITH

W/O WITHOUT

WWF WELDED WIRE FABRIC

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JOB NO.:

SCALE: AS INDICATED

ENGINEERED BY:

DRAWN BY:

ISSUED DATE:

SEAL

SHEET TITLE:

SHEET NO.:

REVISIONS

02/26/2024

GENERAL

NOTES

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GENERAL STRUCTURAL NOTES

GENERAL: DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND APPLY TO SIMILAR SITUATIONS ELSEWHERE, EXCEPT AS OTHERWISE INDICATED. ADAPT REQUIREMENTS OF DETAILS, SECTIONS, PLANS, AND NOTES AT LOCATIONS WHERE CONDITIONS ARE SIMILAR.

CENTER ALL FOOTINGS AND PIERS UNDER COLUMNS ABOVE UNLESS SPECIFICALLY DIMENSIONED OTHERWISE.

STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL

DRAWINGS.

CONTRACTOR SHALL LOCATE ALL BURIED UTILITIES PRIOR TO EXCAVATION FOR BUILDING FOUNDATIONS. THE STRUCTURAL ENGINEER SHALL

BE NOTIFIED OF POTENTIAL CONFLICTS BETWEEN FOUNDATIONS AND BURIED UTILITIES.

CODE REQUIREMENTS: THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2023 8th EDITION OF THE FLORIDA BUILDING CODE.

FOLLOW ALL APPLICABLE PROVISIONS FOR ALL PHASES OF CONSTRUCTION. ADDITIONS ARE IN COMPLIANCE WITH THE 2023 EDITION OF THE

FLORIDA EXISTING BUILDING CODE.

TEMPORARY CONDITIONS: THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTION OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE WORK.

THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER FINAL CONFIGURATION ONLY.

RETAINING WALLS WHICH TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE UPPER SLABS REACH FULL STRENGTH, UNLESS

ADEQUATE BRACING IS PROVIDED AT THE TOP OF THE WALL.

EXISTING CONDITIONS: ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS.

DESIGN CRITERIA: DESIGN WAS BASED ON STRENGTH AND DEFLECTION CRITERIA OF THE 2023 FLORIDA BUILDING CODE. THE FOLLOWING

LOADS WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER THE 2023 FBC.

WIND SPEED (ASCE 7-22) 170 MPH (132 MPH ALLOWABLE)

RISK CATEGORY II

EXPOSURE D

INTERNAL PRESSURE COEFF 0.0 OPEN BUILDING

FLOOD DESIGN: THE STRUCTURAL ELEMENTS BELOW FLOOD ELEVATION SHALL BE FLOOD DAMAGE-RESISTANT MATERIALS PER ASCE 24-14.

THE STRUCTURE IS LOCATED IN A V-ZONE, ALL WALLS AT GROUND LEVEL, NOT DESIGNATED AS SHEARWALLS, ARE BREAKAWAY WALLS AND SHALL HAVE FLOOD OPENINGS. THE GROUND FLOOR IS TO BE DRY FLOOD-PROOFED. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED TO RESIST HYDROSTATIC AND HYDRODYNAMIC LOADS AND EFFECTS OF BOUYANCY IN ACCORDANCE WITH FEMA GUIDELINES AND ASCE 24-14.

PILE FOUNDATIONS: FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL RECOMMENDATIONS IN THE REPORT PREPARED BY: Wood E&I Solutions PROJECT NUMBER: 6788-18-3064.00010.01 DATED: July 16, 2018 FOR PRE-STRESSED SQUARE PILES. CONTRACTOR SHALL FOLLOW THE RECOMMENDATIONS SPECIFIED IN THE GEOTECHNICAL REPORT INCLUDING, BUT NOT LIMITED TO, SITE PREPARATION AND PILE INSTALLATION.

THE GEOTECHNICAL ENGINEER SHALL BE RETAINED FOR FOUNDATION INSTALLATION MONITORING.

PRECAST CONCRETE PILES: CONCRETE PILES SHALL BE 14”X14”. ALL PILING SHALL BE DRIVEN OR JETTED AND DRIVEN TO A SAFE BEARING CAPACITY OF 35 TONS AND UPLIFT CAPACITY OF 10 TONS USING AN APPROPRIATE DRIVING. PILES TO BE CUT OFF SQUARE AT PROPER ELEVATIONS. AN INDEPENDENT GEOTECHNICAL CONSULTANT SHALL BE RETAINED TO MONITOR PILE INSTALLATION AND VERIFY LOAD CAPACITY.

PILE SURVEY: AN AS-BUILT SURVEY OF PILE LOCATIONS SHALL BE PERFORMED BY A PROFESSIONAL REGISTERED LAND SURVEYOR. PILES SHALL BE LOCATED ON THE AS-BUILT DRAWINGS HORIZONTALLY AND VERTICALLY FROM THE THEORETICAL PILE LOCATION. SUBMIT THE

AS-BUILT DRAWINGS TO THE STRUCTURAL ENGINEER FOR APPROVAL.

SUBMITTALS: SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION REGARDING ALL

STRUCTURAL ITEMS INCLUDING THE FOLLOWING:

CONCRETE MIX DESIGNS,

CONCRETE REINFORCING.

SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED

WITHOUT REVIEW WILL BE RETURNED UNCHECKED.

IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT LOCATION. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE SUBJECT TO THE REVIEW AND ACCEPTANCE OF THE ENGINEER.

DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS, INCLUDING:

PRECAST CONCRETE MEMBERS

SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT LOCATION AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON THE STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. DESIGN SHALL BE BASED ON THE

REQUIREMENTS OF THE 2023 FBC.

SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX

DESIGNS BY THE ENGINEER’S REVIEW.

DEFERRED SUBMITTALS: IN ACCORDANCE WITH FBC 107.3.4.1, THE FOLLOWING SPECIALITY ITEMS FOR PORTIONS OF THE BUILDING WILL NOT BE SUBMITTED AT THE TIME OF BUILDING PERMIT APPLICATION BUT WILL BE DEFERRED UNTIL AFTER THE PERMIT HAS BEEN ISSUED.

PRECAST CONCRETE MEMBERS

THESE ELEMENTS ARE PERFORMANCE-BASED DESIGN. THE CONTRACTOR SHALL CONTRACT FOR THE DESIGN AND CONSTRUCTION OF THESE ELEMENTS DURING THE CONSTRUCTION PHASE. THE SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED AND SIGNED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT LOCATION. THEY SHALL BE SUBMITTED FOR REVIEW AND APPROVAL

PRIOR TO FABRICATION.

THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE

BUILDING OFFICIAL.

CONCRETE: REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO THE FBC AND ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS

FOLLOWS:

f’c USE

4000 PSI ALL USES, U.N.O.

CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. FLY ASH CONFORMING TO ASTM C618, TYPE F OR TYPE C, MAY BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA. COARSE AGGREGATE SHALL CONFORM TO ASTM C33 WITH A MAXIMUM SIZE OF 3/4". FINE AGGREGATE SHALL BE CLEAN, DURABLE, NATURAL SAND CONFORMING TO ASTM C33.

A WATER-REDUCING ADMIXTURE, IF USED, SHALL CONFORM TO ASTM C494 AND USED IN STRICT ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES. A HIGH-RANGE WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494, TYPE F OR G, MAY BE USED IN CONCRETE MIXES, PROVIDING THAT THE SLUMP DOES NOT EXCEED 8”.

SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. NO SLEEVE, OPENING, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER.

PROVIDE 3/4” CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. WHERE INDICATED OR REQUIRED, SLOPE

CONCRETE SLABS TO DRAINS SHOWN ON PLUMBING AND/OR ARCHITECTURAL DRAWINGS.

ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS.

REINFORCING STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BAR AND ASTM A1064 FOR SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706.

REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRON WIRE.

ALL DETAILING AND ACCESSORIES SHALL CONFORM TO ACI DETAILING MANUAL SP-66. PROVIDE CHAIRS, SPACERS, BOLSTERS, AND ITEMS IN CONTACT WITH FORMS WITH HOT-DIP GALVANIZED LEGS OR PLASTIC LEGS. ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK CONSTRUCTION OR CONCRETE PLACEMENT OPERATIONS. "WET-STICKING" OF REINFORCING IS

PROHIBITED.

REQUIRED CONCRETE COVER FOR REINFORCING STEEL (UNLESS NOTED OTHERWISE):

SLABS 4" BOTTOM, 1 1/2" TOP AND SIDES

LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BARS IN CONCRETE MEMBERS IN ACCORDANCE WITH ACI 318-19, FOR CLASS "B" TENSION LAP SPLICES. DO NOT SPLICE CONTINUOUS TOP BARS IN BEAMS AT ENDS OF CLEAR SPANS. DO NOT SPLICE CONTINUOUS BOTTOM BARS IN BEAMS IN CLEAR SPANS BETWEEN SUPPORTS. SHOW ALL SPLICES ON SHOP DRAWINGS. SPLICE LOCATIONS AND METHODS SUBJECT TO

APPROVAL OF STRUCTURAL ENGINEER.

AT SLAB RE-ENTRANT CORNERS, PROVIDE (2) #5 X 4’-0” DIAGONAL BARS. AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF (2) #5 BARS ALL FOUR SIDES AND DIAGONALLY; EXTEND THESE BARS A LAP DISTANCE OR A MINIMUM OF 24” PAST THE OPENING OR HOOK BARS IF

DISCONTINUOUS.

DOWEL ALL WALLS AND COLUMNS TO FOOTINGS WITH BAR SIZE AND SPACING TO MATCH VERTICAL REINFORCING UNLESS OTHERWISE SHOWN.

WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE SHOULD BE CLEANED AND ROUGHENED

TO A MINIMUM 1/4” AMPLITUDE.

CONCRETE ACCESSORIES:

PERMANENTLY EXPOSED STEEL CONNECTIONS SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION.

ADHESIVE ANCHORS: ADHESIVE ANCHORS (EPOXY STYLE) SHALL HAVE THE ICC ES EVALUATION REPORT INDICATING CONFORMANCE WITH

CURRENT APPLICABLE ICC ES ACCEPTANCE CRITERIA.

INSTALLATION SHALL BE IN CONFORMANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. EMBEDMENT SHALL BE AS

INDICATED ON THE STRUCTURAL DRAWINGS.

IDENTIFY POSITION OF REINFORCING STEEL AND OTHER EMBEDDED ITEMS PRIOR TO DRILLING HOLES FOR ANCHORS. EXERCISE CARE IN CORING OR DRILLING TO AVOID DAMAGING EXISTING REINFORCING OR EMBEDDED ITEMS. NOTIFY THE ENGINEER IF REINFORCING STEEL OR

OTHER EMBEDDED ITEMS ARE ENCOUNTERED DURING DRILLING.

NO. DATE DESCRIPTION

07/16/2024

16/07/2024

THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND

SEALED USING A DIGITAL SIGNATURE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

S2.0

31' - 9"

CONCRETE

SLAB_20" W/ #5

@ 10" OC EW

T&B

3' - 0" 8' - 1" 9' - 7" 9' - 7" 1' - 6"

THICKNESS = 1'-8"

BOLLARD BY OTHERS, TYP.

T/SLAB

1'-8"

FINISH GRADE

0'-0"

DRILL AND EPOXY (4) #6 HOOKED BARS

W/ HILTI HIT-RE 500 V3 EPOXY. 12" EMBED MIN.

PROVIDE 4" CLR DISTANCE FROM EDGE OF

PILE TO CENTER OF REBAR.

CONCRETE SLAB PER PLAN

24"

12"

FOUNDATION PLAN NOTES:

1. REFER TO ARCHITECTURAL DRAWINGS FOR VAPOR BARRIER REQUIREMENTS, SLOPES, STEPS, AND DRAIN LOCATIONS IN FLOOR SLABS.

2. REFER TO GEOTECHNICAL RECOMMENDATIONS FOR SUBGRADE COMPACTION AND DRAINAGE REQUIREMENTS.

3. DO NOT SCALE DRAWINGS. VERIFY/COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS BEFORE COMMENCING CONSTRUCTION. NOTIFY THE STRUCTURAL ENGINEER AND ARCHITECT OF RECORD OF ANY DISCREPANCIES BEFORE PROCEEDING WITH CONSTRUCTION.

4. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCING CONSTRUCTION. NOTIFY THE ENGINEER OF

RECORD OF ANY DISCREPANCIES.

5. VERIFY/COORDINATE THE LOCATION OF ALL UNDERGROUND PIPING WITH THE FOUNDATION.

6. FOUNDATION DESIGN IS PRELIMINARY BASED ON PROVIDED TANK DIMENSIONS. DESIGN IS SUBJECT TO CHANGE PENDING FINAL TANK DIMENSIONS.

(2) #5 CONT

SLAB ON GRADE

PER PLAN

FINISH GRADE

8"

S2.0

4'

6"

13' - 6"

COORDINATE DIMENSIONS OF

OPENING IN PAD WITH DISPENSER

SUMP OPENING DIMENSIONS

5" CONCRETE

SLAB ON GRADE

W/ 6X6

W2.1XW2.1 WWF

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c o m

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A u th

JOB NO.:

SCALE: AS INDICATED

ENGINEERED BY:

DRAWN BY:

ISSUED DATE:

SEAL

SHEET TITLE:

SHEET NO.:

REVISIONS

02/26/2024

FOUNDATION

PLAN

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SCALE: 3/8" = 1'-0"

FUEL TANK SLAB/PILE CAP

SCALE: 3/8" = 1'-0"

SLAB SECTION

FUEL TANK AND SADDLE

CONNECTIONS TO SLAB PER MANUFACTURER

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

THICKENED SLAB EDGE

NOTE: FOUNDATION DESIGN IS FOR TANK WITH THE FOLLOWING LOAD CONDITIONS

MAXIMUM WEIGHT OF FULL TANK = 100 kips NET BUOYANCY FORCE OF EMPTY TANK = 82 kips.

NO. DATE DESCRIPTION

A1 07.16.2024 ADDENDUM #1

SCALE: 3/8" = 1'-0"

FUEL DISPENSER SLAB

A1

07/16/2024