dnhiggins.comdnhiggins.com/docs/leri addendum 1 plans 3.pdf · the following symbols may be used...

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

A

S1.03

A

S1.03

A

S1.03

STRUCTURAL SYMBOLS AND NOTATIONS

DRAWING INTERPRETATION MATERIAL IDENTIFICATION SYMBOLS

A. DRAWING VIEWS LABELED AS "TYPICAL"

1. PARTIAL PLANS, ELEVATIONS, SECTIONS, DETAILS, OR SCHEDULES LABELED WITH "TYPICAL" AT BEGINNING OF THEIR TITLE APPLY TO SITUATIONS OCCURING ON PROJECT THAT ARE SAME OR SIMILAR TO THOSE INDICATED. APPLICABILITY OF CONTENT OF THESE VIEWS TO LOCATIONS ON PLAN CAN BE DETERMINED FROM TITLE OF VIEWS. SUCH VIEWS APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION.

B. STRUCTURAL ABBREVIATIONS1. THE FOLLOWING ABBREVIATIONS MAY BE USED IN THE STRUCTURAL DRAWINGS:@ AT& AND# NUMBER

ROUND, DIAMETERSQUARE, TUBE

A-ANC ADHESIVE ANCHORADDL ADDITIONALAESS ARCHITECTURAL EXPOSED

STRUCTURAL STEELANC ANCHORAHU AIR HANDLING UNITALT ALTERNATEAPPRX APPROXIMATEAR ANCHOR RODARCH ARCHITECTURALBF BRACED FRAMEBLDG BUILDINGBM BEAMB/ BOTTOM OFB BOTTOMBPL BENT PLATEBRDG BRIDGINGBRG BEARINGBTWN BETWEENC CAMBER, COMPRESSIONCANT CANTILEVERCFMF COLD-FORMED METAL FRAMINGCIP CAST-IN-PLACECJ CONSTRUCTION/ CONTROL JOINTCJP COMPLETE JOINT PENETRATIONCL CENTERLINECLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONN CONNECTIONCONSTR CONSTRUCTIONCONT CONTINUOUSCOORD COORDINATECVR COVERCPRS COMPRESSIBLECTR (S ) CENTER (S )

D DEPTHdb BAR DIAMETERDBA DEFORMED BAR ANCHORDCW DEMAND CRITICAL WELDDET DETAILDIA DIAMETERDIM DIMENSIONDWG (S ) DRAWING (S )

DWL DOWELE ECCENTRICITYEA EACHEF EACH FACEEJ EXPANSION JOINTEL ELEVATIONELEV ELEVATOREMBED EMBEDMENT, EMBEDDEDENG ENGINEEREQ EQUALEQUIP EQUIPMENTEQUIV EQUIVALENTES EACH SIDEEW EACH WAYEXIST EXISTINGEXP EXPANSIONEXT EXTERIORFAB FABRICATEf'c= 28 DAY CONCRETE STRENGTH=f'm= 28 DAY MASONRY STRENGTH=FD FLOOR DRAINFDN FOUNDATIONFF FAR FACEFIN FINISHFLR FLOORFS FAR SIDEFTG FOOTINGFUT FUTUREFV FIELD VERIFYFy= YIELD STRENGTH=GALV GALVANIZE (D )

GEN GENERALGR GRADEH HORIZONTALHCA HEADED CONCRETE ANCHORHGR HANGERHI HIGHHSS HOLLOW STRUCTURAL SECTIONID INSIDE DIAMETER

LLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLO LOWLONG LONGITUDINALLSH LONG SIDE HORIZONTALLSLP LONG-SLOTTED HOLE PARALLELLSLT LONG-SLOTTED HOLE TRANSVERSELSV LONG SIDE VERTICALLWC LIGHTWEIGHT CONCRETEM MOMENTM-ANC MECHANICAL ANCHORMAS MASONRYMAX MAXIMUMMC MOMENT CONNECTIONMECH MECHANICALMEZZ MEZZANINEMFR MANUFACTURERMH HORIZONTAL MOMENTMIN MINIMUMMISC MISCELLANEOUSMTL METALMU MECHANICAL UNITNF NEAR FACENIC NOT IN CONTRACTNS NEAR SIDENTS NOT TO SCALENWC NORMALWEIGHT CONCRETEOC ON CENTEROD OUTSIDE DIAMETEROPH OPPOSITE HANDOPNG OPENINGOPP OPPOSITEOVS OVERSIZED HOLEP AXIAL LOADPAF POWDER ACTUATED FASTENERPAR PARALLELPCC PRECAST CONCRETEPCF POUNDS PER CUBIC FOOTPCY POUNDS PER CUBIC YARDPERP PERPENDICULARPL PLATEPLF POUNDS PER LINEAR FOOTPLUMB PLUMBINGPJP PARTIAL JOINT PENETRATIONPRELIM PRELIMINARYPROP PROPERTYPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT POST-TENSION (ED )

QTY QUANTITYR REACTIONRAD RADIUSREF REFERENCEREINF REINFORCEMENTREM REMAINDERREQD REQUIREDREQMT (S ) REQUIREMENT (S )

REV REVISIONRH HORIZONTAL REACTIONRS ROCK SOCKETRTU ROOF TOP UNITSC SLIP-CRITICAL, SHEAR CONNECTORSCHED SCHEDULE (D )

SDS SELF-DRILLING SCREWSECT SECTIONSHT SHEETSIM SIMILARSLBB SHORT LEG BACK TO BACKSLRS SEISMIC LOAD RESISTING SYSTEMSOG SLAB-ON-GRADESPA SPACINGSPEC SPECIFICATIONSPL SPLICESUP SUPPORTSQ SQUARESS STAINLESS STEELSSLP SHORT-SLOTTED HOLE PARALLELSSLT SHORT-SLOTTED HOLE TRANSVERSESTD STANDARDSTIF STIFFENERSTIR STIRRUPSTL STEELSTRUCT STRUCTURE, STRUCTURALSW SHEAR WALLSYM SYMMETRIC, SYMMETRICALT TENSION, TOPT/ TOP OFTHD THREADEDTHRU THROUGH

THE FOLLOWING MATERIAL IDENTIFICATION SYMBOLS MAY BE USED:

CAST-IN-PLACECONCRETE

EARTH GRAVEL GROUT

CMU STEEL

GRATING

SYMBOLIC LINEWORK

THE FOLLOWING SYMBOLIC LINEWORK MAY BE USED:

REFERENCE GRID LINE

CENTERLINE

PLAN MATCHLINE

WELDED WIRE REINFORCEMENT

VIEW REFERENCE SYMBOLS

HIDDEN LINE

SECTIONIDENTIFICATION LETTER

DRAWING WHERESECTION IS SHOWN



N REF



LAKDAS/YOHALEM ENGINEERING, INC.

e-mail: [email protected](954) 771-0630 FAX: (954) 771-0519

CONSULTING ENGINEERS2211 NE 54TH ST. - FT. LAUDERDALE FL 33308

1800 Eller Drive, Suite 600, Fort Lauderdale,

Florida 33316

Phone: 954.921.7781 � Fax: 954.921.8807

TM

Calvin, Giordano &

Associates, Inc.

LA

KD

AS

N A N A YA

K

KA

RA

PR

OFE

SS

I O N A LE

NG

IN

EE

R

STAT

EO F F L O

RIDA

P.E. # 037590

R

It's fast. It's free. It's the law.

www.callsunshine.com

KNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIG

EXPANDED LLOYD ESTATES

RESIDENTIAL AND INDUSTRIAL

IMPROVEMENT PLANCITY OF OAKLAND PARK, FL.NONO DATE REVISION BY

ISSUED FOR

REVISIONDATE DATEBY

DATEDESIGNED

DATECHECKED

SCALE

PURPOSE OF THIS SET

PROJECT No

SHEET:AS NOTED

152201

PERMITTING

LN

2-29-15

PERMIT

ISOMETRIC

SCALE: 3/32" = 1'=0"

1

S-O

ISOMETRIC

SCALE: 3/32" = 1'=0"

2

S-O

GENERAL NOTESS-0

ALL WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL

COMPLY WITH THE MOST RECENT EDITION OF THE FLORIDA

BUILDING CODE, CITY LABOR LAWS, CITY ORDINANCES, CITY/

COUNTY ZONING CODES, RULES AND REGULATIONS, AND

ANY APPLICABLE CODES. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR OBTAINING ALL REQ'D PERMITS TO CARRY

OUT THE WORK DESCRIBED IN THE CONSTRUCTION

DOCUMENTS.

STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION

WITH PROJECT SPECIFICATIONS, ARCHITECTURAL,

MECHANICAL, ELECTRICAL, PLUMBING, CIVIL AND SITE

DRAWINGS. CONSULT THESE DOCUMENTS FOR SLEEVES,

DEPRESSIONS AND ANY OTHER DETAIL NOT SHOWN ON THE

STRUCTURAL DOCUMENTS.

ALL DIMENSIONS AND CONDITIONS MUST BE VERIFY IN THE

FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE

ATTENTION OF THE ENGINEER OF RECORD BEFORE

PROCEEDING WITH THE AFFECTED PART OF THE WORK.

CONTRACTOR(S) SHALL FAMILIARIZE HERSELF/ HIMSELF

WITH ALL THE EXISTING CONDITIONS

AT THE SITE RELATIVE TO SCOPE OF WORK RELATING TO

THIS PROJECT, MATERIALS HANDLING, STORAGE AND

DELIVERY, WORKING SPACE AVAILABLE, SAFETY

PRECAUTIONS REQUIRED, AND ALL OTHER CONDITIONS

NECESSARY TO THE MAKING OF AN ACCURATE AND

COMPLETE PROJECT BID, NO INCREASE IN PROJECT COST

WILL BE ALLOWED FOR FAILURE OF THE CONTRACTOR TO

KNOW EXISTING SITE CONDITIONS.

THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND

STABLE AFTER THE BUILDING IS COMPLETED. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION

PROCEDURES AND SEQUENCING TO ENSURE SAFETY OF THE

BUILDING AND ITS COMPONENTS DURING ERECTION. THIS

INCLUDES THE ADDITION OF NECESSARY SHORING,

SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS.

DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. ANY

DIMENSIONS NOT INDICATED ON DRAWINGS SHALL BE

CONFIRMED WITH ENGINEER PRIOR TO CONSTRUCTION.

NO WORK SHALL BE PERFORMED OUTSIDE THE PROJECT

LIMITS WITHOUT PRIOR WRITTEN APPROVAL FROM THE

BUILDING OWNER AND OR ENGINEER.

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING

THE WORK OF ALL TRADES AS REQUIRED FOR COMPLETION

OF WORK.

MATERIALS SHALL BE NEW, OF QUALITY SPECIFIED,

DELIVERED IN A TIMELY FASHION AND AMPLE QUANTITY TO

PREVENT DELAY OF WORK. SUBSTITUTIONS REQUIRE PRIOR

APPROVAL FROM ENGINEER.

THERE ARE NO SUBSTITUTIONS ALLOWED UNLESS

APPROVED BY THE ENGINEER. THE G. C. SHALL SUBMIT IN

WRITING ALL REQUESTS FOR SUBSTITUTIONS.

THE G. C. SHALL SUBMIT IN WRITING TO THE ENGINEER

PRIOR INSTALLATION, IF ANY UNFORESEEN CONDITIONS

AFFECTING INSTALLATION ACCORDING TO SPECIFICATIONS.

ALL PLAN DETAILS AND WALL SECTIONS ARE ASSUMED TO BE

TYPICAL CONDITIONS UNLESS DETAILED OR NOTED

OTHERWISE.

CODES AND STANDARDS

THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE

FOLLOWING CODES:

A FLORIDA BUILDING CODE / 2010 EDITION & 2011

SUPPLEMENT

B BUILDING CODE REQUIREMENTS FOR

REINFORCED CONCRETE (ACI 318-02).

C MANUAL OF STANDARD PRACTICE FOR DETAILING

REINFORCED CONCRETE STRUCTURES (ACI 315 /

LATEST EDITION)

D MANUAL FOR STANDARD PRACTICE FOR WELDING

REINFORCED STEEL INSERTS & CONNECTIONS IN

REINFORCED CONCRETE CONSTRUCTION AWS. D1.4 /

LATEST EDITION.

E SPECIFICATION FOR THE DESIGN. FABRICATION &

ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.

(AMERICAN INSTITUTE OF STEEL CONSTRUCTION) ASIC

ASD / 9TH EDITION.

ALL CHANGES AND ADDITIONS MADE ON RE-SUBMITTAL MUST

BE CLEARLY FLAGGED AND NOTED THE PURPOSE OF THE

RE-SUBMITTAL MUST BE CLEARLY NOTED ON THE LETTER OF

TRANSMITTAL. ARCHITECT/ENGINEER REVIEW WILL BE

LIMITED TO THOSE ITEMS CAUSING THE RE-SUBMITTAL.

SHOP DRAWINGS REQUIRED ENGINEERING INPUT BY

SPECIALTY ENGINEER

SUBMITTAL SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT

AND APPLICABLE CODES, LIST DESIGN CRITERIA, AND SHOW

ALL DETAILS AND PLANS NECESSARY FOR PROPER

FABRICATION AND INSTALLATION CALCULATIONS AND SHOP

DRAWINGS SHALL IDENTIFY SPECIFIC PRODUCT UTILIZED.

GENERIC PRODUCT WILL NOT BE ACCEPTED.

SHOP DRAWING AND CALCULATIONS MUST BE PREPARED

UNDER THE DIRECT SUPERVISION AND CONTROL OF THE

SPECIALTY ENGINEER.

SHOP DRAWINGS AND CALCULATIONS REQUIRE THE

IMPRESSED SEAL, DATE AND SIGNATURE OF THE SPECIALTY

ENGINEER. COMPUTER PRINTOUTS ARE AN ACCEPTABLE

SUBSTITUTE FOR MANUAL COMPUTATIONS PROVIDED THEY

ARE ACCOMPANIED BY SUFFICIENT DESCRIPTIVE

INFORMATION TO PERMIT THEIR PROPER EVALUATION, SUCH

DESCRIPTIVE INFORMATION SHALL BEAR THE IMPRESSED

SEAL AND SIGNATURE OF THE SPECIALTY ENGINEER AS AN

INDICATION THAT HE/SHE HAS ACCEPTED RESPONSIBILITY

FOR THE RESULT.

DRAWINGS PREPARED SOLELY TO SERVE AS A GUIDE FOR

FABRICATION AND INSTALLATION, (SUCH AS REINFORCING

STEEL SHOP DRAWINGS OR STRUCTURAL STEEL ERECTION

DRAWINGS), AND REQUIRING NO ENGINEERING INPUT DO

NOT REQUIRE THE SEAL OF A SPECIALTY ENGINEER.

REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OF

SUBMITTAL IS LIMITED TO VERIFY THE FOLLOWING:

• THAT THE SPECIFIED STRUCTURAL SUBMITTALHAVE BEEN FURNISHED.

• THAT THE STRUCTURAL SUBMITTAL HAVE BEENSIGNED AND SEALED BY THE SPECIALTY ENGINEER.

•THAT THE SPECIALTY ENGINEER HAS

UNDERSTOOD THE DESIGN INTENT AS HAS USED

THE SPECIFIED STRUCTURAL CRITERIA. (NO DETAIL

CHECK OF DIMENSIONS OR QUANTITIES WILL BE

MADE.)

•THAT THE CONFIGURATION SET FORTH IN THE

STRUCTURAL SUBMITTAL IS CONSISTENT WITH THE

CONTRACT DOCUMENTS. (NO DETAIL CHECK OF

DIMENSIONS OR QUANTITIES WILL BE MADE).

SUBMITTAL NOT MEETING THE ABOVE REFERENCED

CRITERIA WILL NOT BE REVIEWED

FORMWORK AND SHORING (CONCRETE SLABS AND BEAMS)

NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS

REACHED AT LEAST TWO THIRDS OF THE 28 DAY DESIGN

STRENGTH. A MINIMUM OF 3 STORIES OF SHORING AND (/OR)

RE-SHORING SHALL BE USED WHICH SHALL CONSIST OF ONE

COMPLETE SET OF VERTICAL SHORES AND TWO SETS OF

VERTICALS SHORES THAT COMPROMISE AT LEAST 50% OF A

COMPLETE SET.

DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK,

SHORES AND RE-SHORES SHALL MEET REQUIREMENTS SET

FORTH IN ACI STANDARDS 347 AND 301.

DRAWINGS FOR SHORING AND RE-SHORING SHALL BE

PREPARED BY A FLORIDA REGISTERED PROFESSIONAL

ENGINEER.

PLUMBING SLEEVES

MINIMUM SLEEVE SPACING SHALL BE THREE DIAMETERS

CENTER TO CENTER OF LARGER SLEEVE OR 6" CLEAR

BETWEEN SLEEVES, WHICHEVER IS GREATER. PRIOR TO

CONSTRUCTION, SLEEVE LOCATIONS AND SIZES SHALL BE

APPROVED BY THE ENGINEER OF RECORD.

REINFORCING STEEL

SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE

FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE

WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS

OF ACI STANDARDS AND SPECIFICATIONS. SECURE

APPROVAL OF SHOP DRAWINGS PRIOR COMMENCING ANY

FABRICATION.

F SPECIFICATION FOR STRUCTURAL CONCRETE FOR

BUILDINGS. ACI 301 / LATEST EDITION.

G BUILDING CODE REQUIREMENTS AND SPECIFICATIONS

FOR MASONRY STRUCTURES (ACI 530-05 & ACI 530.1-05).

DESIGN CRITERIA

ALL WORK SHALL CONFORM WITH THE MINIMUM STANDARDS

AS SPECIFIED IN THE FLORIDA BUILDING CODE LATEST

EDITION AND ASCE 7-10.

LOAD COMBINATION AS PER ASCE 7-10

ASD

1 D + (L OR LR)

2 D + 0.75L + 0.75LR

3 D + 0.6(WP OR WS)

4 D + 0.75L + 0.75LR + 0.75(0.6WP OR 0.6WS)

LRFD

1 1.2D + 1.6L + 0.5LR

2 1.2D + 1.6LR + 1.0L

3 1.2D + 1.6 LR + 0.5(WP OR WS)

4 1.2D + (WP OR WS) + L = 0.5LR

5 0.9D + 1.0(WP OR WS)

MISC. STRUCTURAL STEEL 36,000 PSI

REINFORCEMENT - STEEL 60,000 PSI

CONCRETE

MINIMUM 28 STRENGTH 3,000 PSI

EXCEPT AS FOLLOWS U.N.O.

ROOF DECK 4,000 PSI

BEAM 4,000 PSI

COLUMN 4,000 PSI

WALL 4,000 PSI

FOUNDATION 4,000 PSI

SOIL BEARING AS PER GEOTECHNICAL REPORT

COMPONENTS AND CLADDING DESIGN

ALL EXTERIOR WALLS, ROOFING COMPONENTS AND CLADDING

SHALL BE DESIGNED FOR THE SPECIFIED WIND PRESSURES

SHOWN HERE WITH THESE DOCUMENTS, OR HAVE A

PRODUCT APPROVAL FOR THE APPLICABLE WIND

PRESSURES.

THE WIND PRESSURES LISTED IN THE DRAWINGS HAVE BEEN

OBTAINED FROM A WIND TUNNEL PROCEDURE I

ACCORDANCE WITH SECTION 6.4.3 OF ASCE 7-10.

THRESHOLD INSPECTION

THE OWNER SHALL EMPLOY A QUALIFIED SPECIAL

INSPECTOR TO PERFORM INSPECTIONS IN ACCORDANCE

WITH THE "THRESHOLD INSPECTION GUIDELINES", ISSUED

SEPARATELY BY THE ARCHITECT OR ENGINEER OF RECORD.

THE SPECIAL INSPECTOR SHALL CERTIFY WITH HIS SEAL AND

SIGNATURE AT THE END OF CONSTRUCTION, THAT THE

CONSTRUCTION OF THIS STRUCTURE HAS BEEN COMPLETED

ACCORDING TO THE PROJECT PLANS AND SPECIFICATIONS.

SPECIAL INSPECTIONS SHALL BE PERFORMED BY A

REGISTERED PROFESSIONAL ENGINEER LICENSED TO

PERFORM INSPECTIONS UNDER FLORIDA THRESHOLD LAW

OR HIS QUALIFIED FULL TIME EMPLOYEE.

SHOP DRAWING REVIEW

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.

ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE

CONTRACTOR PRIOR TO SUBMITTAL TO THE

ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT

REVIEW WILL BE RETURNED UNCHECKED.

IN ALL INSTANCES THE CONTRACT DOCUMENTS WILL

GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE

SPECIFIED IN WRITING BY THE ENGINEER OF RECORD.

REPRODUCTION OF STRUCTURAL DRAWINGS FOR USE AS

SHOP DRAWINGS IS NOT PERMITTED.

WELDED WIRE FABRIC

TO CONFORM TO ASTM A-185, FREE FROM OIL, SCALE AND

RUST AND PLACE IN ACCORDANCE WITH THE TYPICAL

PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS.

MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES.

EMBEDDED ITEMS IN CONCRETE

EMBEDDED ITEMS INCLUDING BUT NOT LIMITED TO STEEL

PLATES FOR CONNECTIONS, WATER STOPS, DOVETAIL SLOTS

FOR MASONRY ANCHORS, INSERTS FOR GLASS DOOR AND

RAILS, DOWNSPOUT PIPES IN COLUMNS SHALL BE

COORDINATED BY THE CONTRACTOR IN A TIMELY MANNER.

ALL EMBEDDED STEEL PLATES FOR THE CONNECTION OF

WALL FRAMING, ROOF FRAMING AND MISCELLANEOUS STEEL

SHALL BE COORDINATED WITH WALL PANEL JOINTS AND

OPENINGS. SUBMIT SHOP DRAWINGS AND OBTAIN ENGINEER

APPROVAL PRIOR CONCRETE PLACEMENT.

CONCRETE

SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO

ACHIEVE A STRENGTH AT 28 DAYS AS LISTED BELOW WITH A

PLASTIC AND WORKABLE MIX:

4,000 PSI FOR COLUMN: WATER TO CEMENT RATIO BY

WEIGHT SHALL NOT EXCEED 0.50

3,000 PSI FOR FOUNDATION AND SLABS ON GRADE; WATER

TO CEMENT RATIO BY WEIGHT SHALL NOT EXCEED 0.60.

4,000 PSI FOR BEAM: WATER TO CEMENT RATIO BY WEIGHT

SHALL NOT EXCEED 0.50

4,000 PSI FOR ALL OTHER STRUCTURAL CONCRETE; WATER

TO CEMENT RATIO BY WEIGHT SHALL NOT EXCEED 0.50

CONCRETE SHALL BE PLACED AND CURED ACCORDING TO

ACI STANDARDS AND SPECIFICATIONS.

SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD

CYLINDERS OR LAB TEST FOR REVIEW PRIOR TO USE. MIX

SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER

POSITIVE IDENTIFICATION. MIX SHALL MEET THE

REQUIREMENTS OF ASTM C33 FOR COARSE AGGREGATE.

CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF

ASTM STANDARDS C94 FOR MEASURING, MIXING,

TRANSPORTING, ETC.

CONCRETE TICKETS SHALL BE TIME STAMPED WITH

CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM

THE TIME THE MIXING WATER IS ADDED UNTIL IT IS

DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ON

AND ONE HALF, (1 1/2), HOURS. IF FOR ANY REASON THERE IS

A LONGER DELAY THAN THAT STATED ABOVE, THE

CONCRETE3 SHALL BE DISCARDED, IT SHALL BE THE

RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE

OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY

NONCOMPLIANCE THE ABOVE.

ALL SLABS SHALL BE CURED USING A DISSIPATING CURING

COMPOUND MEETING ASTM STANDARD C309 TYPE 1 AND

SHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BE

PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS

SOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETE

ALL SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE

SHALL BE RECOATED DAILY.

ALL CONCRETE SHALL HAVE MID-RANGE WATER REDUCING

ADMIXTURE CONFORMING TO ASTM C494 TYPE A.

ADMIXTURES CONTAINING CHLORIDE IONS MORE THAN 0.05

PERCENT BY WEIGHT IN THE ADMIXTURE SHALL NOT BE

USED. OTHERS ADMIXTURES SHALL BE APPROVED BY THE

ENGINEER OF RECORD. AIR-ENTRAINING ADMIXTURES SHALL

NOT BE USED IN STRUCTURAL CONCRETE.

ALL CONCRETE MIX DESIGN DESIGNS SHALL INCLUDE A

WRITTEN DESCRIPTION INDICATING WHERE EACH

PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE.

ALL CONCRETE DESIGN MIX SUBMITTAL SHALL INCLUDE

TESTED, STATISTICAL BACK-UP DATA AS PER CHAPTER 5 OF

ACI 318.

CONCRETE TESTING

AN INDEPENDENT TESTING LABORATORY SHALL PERFORM

THE FOLLOWING TEST ON CAST IN PLACE CONCRETE;

ASTM C143 - "STANDARD TEST METHOD FOR SLUMP OF

PORTLAND CEMENT CONCRETE". MAXIMUM SLUMP SHALL BE

4" INCHES. CONCRETE CONTAINING MID-RANGE WATER

REDUCED SHALL HAVE A MAXIMUM SLUMP OF 7.5 INCHES.

ASTM C39 - " STANDARD TEST METHOD FOR COMPRESSIVE

STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." A

SEPARATE TEST SHALL BE CONDUCTED FOR EACH CLASS,

FOR EVERY 50 CUBIC YARDS, OR FRACTION THEREOF,

PLACED PER DAY. REQUIRED CYLINDERS QUANTITIES AND

TEST AGE AS FOLLOWS:

• 1 AT 7 DAYS

• 2 AT 28 DAYS

ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER

THE DIRECTION OF THE ENGINEER, IF REQUIRED, IF 28 DAY

STRENGTH IS ACHEIVED, THE CYLINDER MAY BE DISCARDED.

PENETRATION

NO PENETRATING SHALL BE MADE IN ANY STRUCTURAL

MEMBERS OTHER THAN THOSE LOCATED ON THESE

DRAWINGS WITHOUT PREVIOUS APPROVAL OF THE

ENGINEER.

CHEMICAL ANCHORS.

SHALL BE TWO PART EPOXY POLYMER INJECTION SYSTEM,

SUCH AS RAMSET 'EPCON", RAWL "FOIL-FAST" CARTRIDGE

SYSTEM, DUR-O-WALL, "DUR-O-PAIR" EPOXY ANCHOR, OR

HILTI HSE2411 EPOXY DOWELING SYSTEM, OR APPROVED

EQUAL. INSTALL IN ACCORDANCE WITH MANUFACTURERS

INSTRUCTIONS. INSTALLERS SHALL BE TRAINED BY THE

MANUFACTURER'S REPRESENTATIVE.

WELDING

WELDING SHALL BE DONE BY A CERTIFIED WELDERS USING

ASTM E70XX SERIES FOR SHOP WELDING A36 STEEL, AND

E70XX SERIES LOW HYDROGEN ELECTRODES FOR ALL

WELDING OF HIGH STRENGTH STEELS AND FOR ALL FIELD

WELDING.

WELDS SHOWN ON STRUCTURAL DRAWINGS ARE MINIMUM

DESIGN REQUIREMENTS. THE FABRICATOR'S SHOP SHALL

REFLECT WELDS IN ACCORDANCE WITH AWS REQUIREMENTS.

FULL PENETRATION GROOVE WELDS SHALL BE INSPECTED BY

ULTRASONIC TESTING. TWENTY-FIVE PERCENT OF THE

WELDS SHALL BE INSPECTED AT RANDOM UNLESS NOTED

OTHERWISE, SEE SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS. IF NON- COMPLIANCE IS FOUND, ADDITIONAL

TEST MAY BE ORDERED BY THE ENGINEER AT THE EXPENSE

OF THE CONTRACTOR.

WHEN WELDS ARE NOT CALLED OUT ON DRAWINGS, THEY

ARE MINIMUM SIZE CONTINUOUS FILLET WELDS IN

ACCORDANCE WITH AWS D1.1. FILLET WELDS NOT SPECIFIED

AS TO LENGTH SHALL BE CONTINUOUS.

UNLESS NOTED OTHERWISE ON THE DRAWINGS ALL GROOVE

WELDS SHALL BE FULL PENETRATION.

PROVIDE FILLET WELDS AT ALL CONTACT JOINT BETWEEN

STEEL MEMBERS SUFFICIENT TO DEVELOP THE ALLOWABLE

TENSILE STRENGTH OF THE SMALLER MEMBER

AT THE JOINT UNLESS DETAILED OTHERWISE.

NET UPLIFT DESIGN

STEEL ROOF JOIST SHALL BE DESIGNED TO WITHSTAND THE

UPLIFT DUE TO WIND, SHOWN IN THE WIND LOAD UPLIFT

DIAGRAM. IN ADDITION TO THE STANDARD SJI BOTTOM

CHORD BRIDGING, WHICH INCLUDES THE FIRST END PANELS

THE JOIST MANUFACTURER SHALL PROVIDE DESIGN

CALCULATIONS FOR UPLIFT, EITHER CONFORMING THE SJI

BRIDGING REQUIREMENTS OR PROVIDING A DESIGN

ADEQUATE FOR UPLIFT. THIS SUBMITTAL SHALL BEAR THE

SIGNATURE AND IMPRESSED SEAL OF A FLORIDA

REGISTERED ENGINEER.





Florida 33316

Phone: 954.921.7781 � Fax: 954.921.8807

TM

Calvin, Giordano &

Associates, Inc.

LA

KD

AS

N A N A YA

K

KA

RA

PR

OF

E

SS

I O N A LE

NG

IN

EE

R

ST

AT

EO F F L O

RI

DA

P.E. # 037590

R







ISSUED FOR

REVISIONDATE DATEBY

DATEDESIGNED

DATECHECKED

SCALE

PURPOSE OF THIS SET

PROJECT No

SHEET:AS NOTED

152201

PERMITTING

LN

2-29-15

PERMIT

GENERAL NOTESS-01

11

22

33

44

55

66

77

B

B

C

C

D

D

22' - 5" 7' - 3"

81' - 2"

9' - 2"

9' - 2"

9' - 2"

9' - 2"

20' - 6"

19' - 6"

9' - 2"

9' - 2"

9' - 2"

20' - 6"

19' - 6"

9' - 2"

#5 @ 8" O.C. E.W. (TOP &BOTTOM)

EL. - 8.5'

24" CONCRETE SLAB

1

S.3

2

S.3

1

S.4

2

S.4

1

S.5

#5@ 8" O.C. E.W. (TOP &BOTTOM)

7' - 6"

86' - 8"

22' - 5" 7' - 3"

38' - 6"

A

A

4.68°

4.68°

42' - 8"

27' - 5"

42' - 8"

0' - 0"

13' - 0"

T.O.S.

54"X52" WIDE, CONCRETEBEAM W/ (14) #6 CONT.AND # 3 STIRRUPS @ 8"O.C.

4' - 0"

6' - 0"

2' - 6"

6"

TE-1

TE-1

TE-1

TE-3

TE-2

1

S.6

2

S.5

11

22

33

44

55

66

77

B

B

C

C

D

D

9' - 2"

9' - 2"

9' - 2"

9' - 2"

20' - 6"

19' - 6"

1

S.3

2

S.31

S.4

2

S.4

1

S.5

6' - 7" 3' - 7"

2

1

2

2

2

2

2

1

5

1

1

11

1

1

7' - 6"

25' - 0"

7' - 6"

#4 - 48" LONG , (TOP)

#4 - 48" LONG , (TOP)

#4 - 48" LONG , (TOP)

EL. -8.5'.

10' - 0" 6' - 6"

22' - 5" 7' - 3"

9' - 2"

9' - 2"

9' - 2"

9' - 2"

20' - 6"

19' - 6"

22' - 5" 7' - 3"

T.O.S

#4 - 48" LONG , (TOP)

#4 - 48" LONG , (TOP)

A

25' - 1"2' - 0"

EDGE OF FOUNDATIONSLAB, REFER TOFOUNDATION PLAN

5

94.68°

4.68°

37' - 10"

40' - 0"

#6 @8" O.C.(T&B)

#6 @8" O.C.

(T&B)

#4 @8" O.C. (TOP)

13' - 2"

24" CONCRETE SLAB

4'-6"6"

EL. -4.0'.T.O.S.

2' - 0"

9' - 10 7/8"

6"

11' - 10 7/8"

6' - 0" 6' - 0" 6' - 1"

5' - 5"

5' - 5"

6' - 1" 6' - 1"

1

S.6

1

S.6

Sim

4

C4 C4 C4

C4C4

C4

15' - 4"

2

S.5

6"

4'-0"

WALL TYPE 3, (BELOW)

EL. -4.0'.T.O.S.

ALL FOUNDATION SLAB SHALL BE 24" CONCRETE WITH # 6 @ 8" ONCENTER, EACH WAY AND EACH FACE, (TOP AND BOTTOM), U.N.O.

FOR REINFORCEMENT GRADE AND TYPE, REFER TO GENERAL NOTESOR SPECIFICATIONS.

SLAB ELEVATION SHALL BE -8.5', UNLESS NOTED OTHERWISE.

FOUNDATION PLAN, NOTES AND SPECIFICATION SHALL READ INCONJUNCTION WITH ALL RELATED DISCIPLINES DOCUMENTS.

REFER TO CIVIL DOCUMENTS FOR LAB LOCATION AND ORIENTATION.

REFER TO GEOTECHNICAL REPORT FOR SOIL BEARING CAPACITY ANDFOUNDATION RECOMMENDATIONS.

FOUNDATION SLAB SHALL BE RESTED ON A 30" DEEP LAYER OF TREMIEGROUT. REFER TO GEOTECHNICAL REPORT, FOR TREMIE GROUTSPECIFICATION AND RECOMMENDATIONS.

ANY DISCREPANCY SHALL BE REPORTED IN WRITING TO ENGINEER OFRECORD, PRIOR COMMENCING ANY WORK.

ALL REINFORCEMENT STEEL SHALL BE PLACED IN ACCORDANCE OF ACI318,AND ANY APPLICABLE CODE.

ID / SYMBOL DESCRIPTION

INDICATES SLAB @ DIFFERENT ELEVATION

. INDICATES TARGET ELEVATION

STEEL INDICATES REINFORCEMENT SIZE AND DIRECTION

INDICATES DIRECTION OF SLAB SPAN

A INDICATES GRIDE LINE ID.

INDICATES WALL TYPE1

INDICATES CENTER LINE

INDICATES STEP DOWN SLAB

ID / SYMBOL DESCRIPTION WALL TYPE DESCRIPTION

1

2

3

4

12" CONCRETE WALL W/ #6 @ 8" O.C. E.W. AND E.F.



24" CONCRETE WALL W/ (4 LAYERS #6 @ 8" O.C. E.W.

THICKEN EDGE REINFORCEMENT

(5) #6 (T&B), AND (2) MID AND #5TRANSVERSE @ 8" O.C..



TE-1

SIZE

TE-2

TE-3

42"X48"xCONT.

42"X48"xCONT.

42"X48"xCONT.

LEGEND NOTES WALL TYPES SCHEDULE THICKENED EDGE SCHEDULE

14" CONCRETE WALL W/ #6 @ 6" O.C. E.W. AND E.F.5





Florida 33316

Phone: 954.921.7781 � Fax: 954.921.8807

TM

Calvin, Giordano &

Associates, Inc.

LAKD

AS

N A N A YAK

KARA

PROFE

SSI O N A L

ENG

INEER

STAT

EO F F L O

RIDA

P.E. # 037590

R







ISSUED FOR

REVISIONDATE DATEBY

DATEDESIGNED

DATECHECKED

SCALE

PURPOSE OF THIS SET

PROJECT No

SHEET:AS NOTED

152201

PERMITTING

LN

2-29-15

PERMIT

FOUNDATION PLAN

SCALE: 1/8" = 1'=0"0' 4' 8' 16' 32'

1

S-1

FLOOR PLAN - EL. -8.5'

SCALE: 1/8" = 1'=0"0' 4' 8' 16' 32'

2

S-1

S-1FOUNDATION AND LEVEL 1 PLANS-1

11

22

33

44

55

66

77

B

B

C

C

D

D

1

S.3

2

S.3

1

S.4

2

S.4

1

S.5

9' -

2"

9' -

2"

9' -

2"

9' -

2"

20

' - 6

"1

9' -

6"

4' -

7"

4' -

7"

4' -

7"

4' -

7"

4' -

7"

4' -

7"

4' -

7"

4' -

7"

22' - 5" 7' - 3"

4' -

7"

4' -

7"

4' -

7"

4' -

7"

4' -

7"

4' -

7"

4' -

7"

PU

MP

MA

NU

FA

CT

UR

ER

VE

RIF

Y W

/

PU

MP

MA

NU

FA

CT

UR

ER

VE

RIF

Y W

/

OPEN TO BELOW

36

' - 8

"4

0' -

0"

22' - 5" 7' - 3"

11' - 0" 6' - 6"7

' - 6

"7

' - 6

"

C1

C1

C1

C3

C2

A

2' - 1

5/8

"

12' - 0"

39

' - 1

1"

15' - 4" 6' - 7" 3' - 7" 4' - 2"

1

2 2

22

2 2

5

1

1

1

PU

MP

MA

NU

F.

VE

RIF

Y W

/

1

1

1

1

1

5

25' - 1" 5' - 5"10' - 0"

6' - 6"

3

3

CONCRETE WALLBELOW

-5' - 0"

T.O.W.

-5' - 0"

T.O.W.

6' - 0

"3' - 0

"6' - 0

"

3' - 2

3/8

"

6' - 0

"

3' - 2

3/8

"

6' - 0

"

1

11

' - 6

"2

' - 0

"1

1' -

6"4

40

' - 0

"

1

S.6

1

S.6

Sim

C4 C4 C4

C4 C4 C4

5

5

2

S.5

11

22

33

44

55

66

77

B

B

C

C

D

D

22' - 5" 7' - 3"

9' -

2"

9' -

2"

9' -

2"

9' -

2"

20

' - 6

"1

9' -

6"

4' -

7"

4' -

7"

4' -

7"

4' -

7"

4' -

7"

4' -

7"

4' -

7"

4' -

7"

22' - 5" 7' - 3"

5' - 10" 3' - 8" 9' - 11 5/8" 8' - 9 3/8"

7' -

6"

7' -

6"

4' -

7"

4' -

7"

4' -

7"

4' -

7"

4' -

7"

4' -

7"

5' -

1"

9' -

2"

9' -

2"

9' -

2"

9' -

2"

20

' - 6

"1

9' -

6"

1

S.3

2

S.3

1

S.4

2

S.4

1

S.5

12" CONCRETE SLABW/ #5 @ 8" O.C. (T&B)


B-3

B-4

B-2

B-1

#4-5'-0" @ 8" O.C. (TOP)TYP. ALL AROUND

#4

-10

'-0

" @

8"

O.C

. (T

OP

)

#4

-5'-0

" @

8"

O.C

. (T

OP

)T

YP

. A

LL

AR

OU

ND


#5

@ 8

" O

.C. (T

&B

))

#5 @ 8" O.C. (T&B)

4

S.8

A

A

32' - 11"

37

' - 1

0"

10' - 0" 6' - 6" 5' - 11"

C1

2X

7.4

1

C1

2X

7.4

1

C1

2X

7.4

1

C1

2X

7.4

1

4.68°

B-1

B-1

B-2

B-2

B-2

C-1

C-1

C-1

C-2

C-3

B-4

B-4

B-4

ALUMINUM GUARDRAIL,REFER TO DETAILS

ALUMINUM GUARDRAIL,REFER TO DETAILS

11

' - 6

"2

' - 0

"1

1' -

6"

77

' - 1

0"

12' - 8"

5' - 5"

1

S.6

1

S.6

Sim

ALL EXPOSED CORNERVERTICAL AND HORIZONTALEDGES SHALL HAVE A 1 1/2" x1 1/2" CHAMFER EDGE TYP.

PROVIDE A 4x4x1/4" S.S.ANGLE W/ 4" LONG NELSONSTUDS @ EA. PUMP ANDACCESS HATCH OPENINGS,COORDINATE W/ MECHANICALSHOP DRAWINGS

4x4x1/4" ANGLE (TYP)ALUMINUM GRATING OR10" PRE-CASTCONCRETRE PLANK W/#5 @ 6" O.C. E.W.(BOTTOM)

ALUMINUM GRATING OR10" PRE-CASTCONCRETRE PLANK W/#5 @ 6" O.C. E.W.(BOTTOM)

9' - 10 7/8"

2

S.5

FOR REINFORCEMENT GRADE AND TYPE, REFER TO GENERAL NOTES ORSPECIFICATIONS.

FLOOR PLAN, NOTES AND SPECIFICATION SHALL READ IN CONJUNCTIONWITH ALL RELATED DISCIPLINES DOCUMENTS.

REFER TO CIVIL DOCUMENTS FOR STRUCTURE LOCATION ANDORIENTATION.

REFER TO GEOTECHNICAL REPORT FOR SOIL BEARING CAPACITY ANDFOUNDATION RECOMMENDATIONS.

COJNTRACTOR SHALL COORDINATE LOCATION OF SLAB OPENINGS, PIPEPENETRATION, PUMP ROOM ACCESS, PUMPS, AND ANY OTHERMECHANICAL AND ELECTRICAL EQUIPMENT PRIOR COMMENCING ANYWORK

ANY DISCREPANCY SHALL BE REPORTED IN WRITING TO ENGINEER OFRECORD FOR APPROVAL, PRIOR COMMENCING ANY WORK.

CONTRACTOR SHALL SUBMITT SHOP DRAWINGS FOR ALL STRUCTURALRELATED ITEMS INCLUDING MECHANICAL EQUIPMENT MOUNTING DETAILS.

REFER TO SHEET S-10 FOR ALL GRATING DETAILS AND SCHEDULE.

ALL DETAILS ARE INTENTED TO BE TYPICAL UNLESS NOTED OTHERWISE.

DO NOT SCALE DRAWINGS.

ID / SYMBOL DESCRIPTION

INDICATES SLAB @ DIFFERENT ELEVATION

. INDICATES TARGET ELEVATION

STEEL INDICATES REINFORCEMENT SIZE AND DIRECTION

INDICATES DIRECTION OF SLAB SPAN

A INDICATES GRIDE LINE ID.

INDICATES WALL TYPE1

INDICATES CENTER LINE

INDICATES STEP DOWN SLAB

ID / SYMBOL DESCRIPTION COLUMN TYPE REINFORCEMENT

12X38"C1

B1

C1

INDICATES COLUMN

INDICATES COLUMN BELOW

INDICATES CONCRETE BEAM

INDICATES SLAB OPENING

C2

C3

SIZE

(10) #6 VERTICAL AND #3 STIRRUPS @8" O.C.

12X25X25" (12) #6 VERTICAL AND #3 STIRRUPS @8" O.C.

12X25X25" (12) #6 VERTICAL AND #3 STIRRUPS @8" O.C.

BEAM TYPE REINFORCEMENT

12X24"

SIZE

(8) #6 CONTINOUS AND #3 STIRRUPS@ 12" O.C.

12X24"

12X24"

12X24"




B-1

B-2

B-3

B-4

LEGEND NOTES COLUMN BEAM SCHEDULE





Florida 33316

Phone: 954.921.7781 � Fax: 954.921.8807

TM

Calvin, Giordano &

Associates, Inc.

LA

KD

AS

N A N A YA

K

KA

RA

PR

OF

E

SS

I O N A LE

NG

IN

EE

R

ST

AT

EO F F L O

RI

DA

P.E. # 037590

R







ISSUED FOR

REVISIONDATE DATEBY

DATEDESIGNED

DATECHECKED

SCALE

PURPOSE OF THIS SET

PROJECT No

SHEET:AS NOTED

152201

PERMITTING

LN

2-29-15

PERMIT

LEVEL 3 PLAN - EL. -0.5'

SCALE: 1/8" = 1'=0"0' 4' 8' 16' 32'

1

S-2

TOP SLAB - EL. +6.5'

SCALE: 1/8" = 1'=0"0' 4' 8' 16' 32'

2

S-2

FLOOR PLANSS-2

Level 1-8' - 6"

Level 1-8' - 6"

Level 2-4' - 0"

Level 2-4' - 0"

Level 30' - 11"

Level 30' - 11"

Level 46' - 6"

Level 46' - 6"

1 2 3 4 5 6 72

S.4

1

S.5

S.8

1

S.8

2

19' - 6" 20' - 6" 9' - 2" 9' - 2" 9' - 2" 9' - 2"

S.8

3

4' - 6 1/4" 9' - 2" 9' - 2" 9' - 2" 4' - 7 3/4"

8' - 6"

2' - 0"

12" CONCRETE SLAB W/ # 5 @ 8"O.C. E.W. AND (T&B)

B-1, AS PER PLAN ANDSCHEDULE

12" CONCRETE WALL W/ # 5 @8" O.C. E.W. AND E.F.

FOUNDATION, AS PER PLAN



30" CONCRETE WALL W/ # 6 @8" O.C. E.W. AND T&B

FOUNDATION, AS PER PLAN

+/- 30" TREMIE GROUT

2

S.5

Level 1-8' - 6"

Level 1-8' - 6"

Level 2-4' - 0"

Level 2-4' - 0"

Level 30' - 11"

Level 30' - 11"

Level 46' - 6"

Level 46' - 6"

1 2 3 4 5 6 72

S.4

1

S.5

S.6

2S.6

3

19' - 6" 20' - 6" 9' - 2" 9' - 2" 9' - 2" 9' - 2"

2' - 7 7/8" 2' - 5" 2' - 5" 4' - 4 1/8" 2' - 5" 2' - 5" 4' - 4" 2' - 5" 2' - 5" 5' - 5"

1' - 4" 1' - 4"

3' - 11"

4' - 6 7/8" 4' - 7 1/8" 4' - 7" 4' - 7" 4' - 7" 4' - 7" 4' - 7" 4' - 7"

37' - 10"

7' - 6" 25' - 0" 7' - 6"

12" CONCRETE SLAB W/ #5 @8" O.C. E.W. AND E.F.

2 2 2

12" CONCRETE SLAB W/ #5 @8" O.C. E.W. AND E.F.

30" CONCRETE SLAB W/ #6@ 8" O.C. E.W. AND (T&B)

4

S.10

4

S.10

4

S.10

4


15

2

S.5

12" CONCRETE SLAB W/ #5@ 8" O.C. E.W. AND E.F.(BEYOND)

1

1

1





Florida 33316

Phone: 954.921.7781 � Fax: 954.921.8807

TM

Calvin, Giordano &

Associates, Inc.

LAKD

AS

N A N A YAK

KARA

PROFE

SSI O N A L

ENG

INEER

STAT

EO F F L O

RIDA

P.E. # 037590

R







ISSUED FOR

REVISIONDATE DATEBY

DATEDESIGNED

DATECHECKED

SCALE

PURPOSE OF THIS SET

PROJECT No

SHEET:AS NOTED

152201

PERMITTING

LN

2-29-15

PERMIT

SECTION

SCALE: 1/4" = 1'=0"0' 2' 4' 8' 16'

1

S-3

SECTION

SCALE: 1/4" = 1'=0"0' 2' 4' 8' 16'

2

S-3

BUILDIDNG SECTIONSS-3

Level 1-8' - 6"

Level 1-8' - 6"

Level 2-4' - 0"

Level 2-4' - 0"

Level 30' - 11"

Level 30' - 11"

Level 46' - 6"

Level 46' - 6"

1 2 3 4 5 6 72

S.4

1

S.5

S.7

3

S.7

2

S.7

1

S.7

4

19' - 6" 20' - 6" 9' - 2" 9' - 2" 9' - 2" 9' - 2"

7' - 6" 25' - 0" 44' - 9"

15

1

B-8, AS PER PLAN

B-7, AS PER PLAN, (BEYOND)

12" CONCRETE SLAB AS PER PLAN


22

2



S.8

4

STEEL GRATING, AS PER PLAN

541

2

S.5


Level 1-8' - 6"

Level 1-8' - 6"

Level 2-4' - 0"

Level 2-4' - 0"

Level 30' - 11"

Level 30' - 11"

Level 46' - 6"

Level 46' - 6"

B C D1

S.3

2

S.3

1

S.4

S.9

1

S.9

2

22' - 5" 7' - 3"

4' - 8" 6' - 1" 11' - 8"

MANUFACTURER

COORDINATE W/ PUMP

MANUFACTURER

COORD. W/ PUMP12" CONCRETE SLAB W/#5 @ 8" O.C. E.W. AND(T&B)

30" CONCRETE SLAB W/#6 @ 8" O.C. E.W. AND(T&B)

CONCRETE BEAM,BEYOND



CONCRETE BEAM ASPER PLAN

11





Florida 33316

Phone: 954.921.7781 � Fax: 954.921.8807

TM

Calvin, Giordano &

Associates, Inc.

LA

KD

AS

N A N A YA

K

KA

RA

PR

OF

E

SS

I O N A LE

NG

IN

EE

R

ST

AT

EO F F L O

RI

DA

P.E. # 037590

R







ISSUED FOR

REVISIONDATE DATEBY

DATEDESIGNED

DATECHECKED

SCALE

PURPOSE OF THIS SET

PROJECT No

SHEET:AS NOTED

152201

PERMITTING

LN

2-29-15

PERMIT

SECTION

SCALE: 1/4" = 1'=0"0' 2' 4' 8' 16'

1

S-4

SECTION

SCALE: 1/4" = 1'=0"0' 2' 4' 8' 16'

2

S-4

BUILDING SECTIONSS-4

Level 1-8' - 6"

Level 1-8' - 6"

Level 2-4' - 0"

Level 2-4' - 0"

Level 30' - 11"

Level 30' - 11"

Level 46' - 6"

Level 46' - 6"

B C D1

S.3

2

S.3

1

S.4

S.9

3

4

S.8

4' - 8" 6' - 1" 11' - 8"

22' - 5" 7' - 3"

MANUFACTURER

COORDINATE W/ PUMP

12" CONCRETE SLAB W/ #5 @ 8" O.C. E.W. AND(T&B)

1

2

CONCRETE BEAM,BEYOND


CONCRETE BEAM, ASPER PLAN


OPEN

12" CONCRETE WALL W/ #6 @ 8" O.C. E.W. AND E.F.,(BEYOND)

S.9

1Sim

S.9

2Sim

1

Level 1-8' - 6"

Level 1-8' - 6"

Level 2-4' - 0"

Level 2-4' - 0"

Level 30' - 11"

Level 30' - 11"

Level 46' - 6"

Level 46' - 6"

B C D2

S.3

1

S.4

1

S.6

22' - 5" 7' - 3"

10' - 0" 6' - 6" 18' - 7"

0' - 6"6' - 1"6' - 0"6' - 0"

12' CONCRETE SLAB W/ # 6@ 8" O.C. E.W. AND (T&B)

30" CONCRETE SLAB W/ #6 @ 8" O.C. E.W. AND (T&B)

8" CONCRETE SLAB W/ # 5@ 8" O.C. E.W. AND (T&B)

S.9

4





Florida 33316

Phone: 954.921.7781 � Fax: 954.921.8807

TM

Calvin, Giordano &

Associates, Inc.

LAKD

AS

N A N A YAK

KARA

PROFE

SSI O N A L

ENG

INEER

STAT

EO F F L O

RIDA

P.E. # 037590

R







ISSUED FOR

REVISIONDATE DATEBY

DATEDESIGNED

DATECHECKED

SCALE

PURPOSE OF THIS SET

PROJECT No

SHEET:AS NOTED

152201

PERMITTING

LN

2-29-15

PERMIT

SECTION

SCALE: 1/4" = 1'=0"0' 2' 4' 8' 16'

1

S-5

BUILDING SECTIONSS-5

SECTION

SCALE: 1/4" = 1'=0"0' 2' 4' 8' 16'

2

S-5

Level 1-8' - 6"

Level 1-8' - 6"

Level 2-4' - 0"

Level 30' - 11"

Level 46' - 6"

3 42

S.4

9' - 2"

2' - 5" 2' - 5"

4' - 7" 4' - 7"

2' - 7 7/8" 4' - 4 1/8"

COORDINATE W/ PUMP MANUFACTURER


#4 - STD 90 @ 8" O.C.

#6 STD. 90 BAR @ 8" O.C.


CONCRETE BEAM W/ (5) #5CONT., (T&B), AND #3 STIRRUPS@ 6" O.C.

CONCRETE BEAM W/ (7) #5CONT., (T&B), AND #3 STIRRUPS@ 6" O.C.

7' - 0"

7' - 0"

Level 1-8' - 6"

Level 1-8' - 6"

Level 2-4' - 0"

Level 2-4' - 0"

Level 30' - 11"

Level 30' - 11"

Level 46' - 6"

Level 46' - 6"

6 79' - 2"

4' - 7" 4' - 7"

EQ EQ

VERIFY W/ PUMP MANUFACTURER


#4 - STD. 90 @ 8" O.C.

12" CONCRETEWALL W/ #6 @ 8"O.C. E.W. AND E.F.

#6 STD. 90 @ 8" O.C.

CONCRETE BEAM W/ (9) #5 CONT.,(T&B), AND #3 STIRRUPS @ 6" O.C.

CONCRETE BEAM W/ (8) #5 CONT.,AND #3 STIRRUPS @ 6" O.C.

5' - 5" 3' - 11"

14" CONCRETEWALL W/ #6 @ 6"O.C. E.W. AND E.F.

30" CONCRETE SLAB W/ #6 @ 8"O.C. E.W. AND (T&B)

Level 1-8' - 6"

Level 2-4' - 0"

Level 30' - 11"

Level 46' - 6"

1

CONCRETE COLUMN, (C-4), W/ (6)# 6 VERTICAL AND # 3 STIRRUPS@ 8" O.C.

12" CONCRETE WALL W/ #6 @8" O.C. E.W. AND E.F.

#6 STD. 90 @ 8" O.C.

24" CONCRETE SLAB W/ #6 @ 8"O.C. E.W. AND (T&B).





Florida 33316

Phone: 954.921.7781 � Fax: 954.921.8807

TM

Calvin, Giordano &

Associates, Inc.

LAKD

AS

N A N A YAK

KARA

PROFE

SSI O N A L

ENG

INEER

STAT

EO F F L O

RIDA

P.E. # 037590

R







ISSUED FOR

REVISIONDATE DATEBY

DATEDESIGNED

DATECHECKED

SCALE

PURPOSE OF THIS SET

PROJECT No

SHEET:AS NOTED

152201

PERMITTING

LN

2-29-15

PERMIT

WALL SECTION

SCALE: 1/2" = 1'=0"0' 1' 2'

1

S-6

WALL SECTION

SCALE: 1/2" = 1'=0"0' 1' 2'

2

S-6

WALL SECTION

SCALE: 1/2" = 1'=0"0' 1' 2'

3

S-6

WALL SECTIONSS-6

Level 1-8' - 6"

Level 2-4' - 0"

Level 30' - 11"

Level 46' - 6"

1

#4- STD. 90 BAR @ 8" O.C.

12" CONCRETE SLAB W/ #5 @ 8" O.C. E.W. AND(T&B).

30" CONCRETE SLAB W/ #6 @ 8" O.C. E.W. AND(T&B).

#4 STD. 90 BAR @ 8"O.C.

14" CONCRETE WALL W/#6 @6" O.C. E.W. AND E.F.

S.10

4

KEYED JOINT W/ WATERSTOP


14' - 0"

12" CONCRETE WALL W/#6 @8" O.C. E.W. AND E.F.


2

S.5


#6 STD. 90 BAR @ 8"O.C.

Level 1-8' - 6"

Level 2-4' - 0"

Level 30' - 11"

Level 46' - 6"

2

24" CONCRETE WALL W/ #6 @8" O.C. E.W. AND E.F.

#4 STD 90 BAR @ 8" O.C.

30" CONCRETE SLAB W/ #6 @8" O.C. E.W. AND (T&B)

2x2 KEYED JOINT W/ WATERSTOP

S.10

4

S.10

4

C12X7.41, AS PER PLAN

ALUMINUM GRATING


Level 1-8' - 6"

Level 2-4' - 0"

Level 30' - 11"

Level 46' - 6"

3

#4 - STD 90 @ 8" O.C. (TOP)


32x12 CONCRETE BEAM W/(8) #5 CONT. AND # 3STIRRUPS @ 8" O.C.

12" CONCRETE WALL W/ #6@ 8" O.C. E.W. AND E.F.

8' - 0"

#6 STD 90 @ 8" O.C.


S.10

4

7' - 0"

7' - 0"

CONSTRUCTION JOINT W/WATER STOP



#4 STD 90 @ 8" O.C.

Level 1-8' - 6"

Level 2-4' - 0"

Level 30' - 11"

Level 46' - 6"

7

#4 - STD 90 @ 8" O.C. (TOP)


CONCRETE BEAM 48x12 W/(8) # 5 CONT. AND #3STIRRUPS @ 8" O.C.

14" CONCRETE WALL W/ # 6@ 6" O.C. E.W. AND E.F.

#6 - STD 90 @ 8" O.C. (TOP)


7' - 0"

7' - 0"


JOINT W/ WATER STOP.





Florida 33316

Phone: 954.921.7781 � Fax: 954.921.8807

TM

Calvin, Giordano &

Associates, Inc.

LA

KD

AS

N A N A YA

K

KA

RA

PRO

FE

SS

I O N A LENG

INEER

STAT

EO F F L O

RIDA

P.E. # 037590

R







ISSUED FOR

REVISIONDATE DATEBY

DATEDESIGNED

DATECHECKED

SCALE

PURPOSE OF THIS SET

PROJECT No

SHEET:AS NOTED

152201

PERMITTING

LN

2-29-15

PERMIT

WALL SECTION

SCALE: 1/2" = 1'=0"0' 1' 2'

1

S-7

WALL SECTION

SCALE: 1/2" = 1'=0"0' 1' 2'

2

S-7

WALL SECTION

SCALE: 1/2" = 1'=0"0' 1' 2'

3

S-7

WALL SECTION

SCALE: 1/2" = 1'=0"0' 1' 2'

4

S-7

WALL SECTIONSS-7

Level 1-8' - 6"

Level 2-4' - 0"

Level 30' - 11"

Level 46' - 6"

3

2

S.4

4' -

0"

6' -

6"

4' - 7 1/8"

PUMP MANUFACTURER

COORDINATE W/ MECH. DWGS.

8' -

6"

2' -

0"

12" CONCRETE SLAB W/ 5 @ 8" O.C.E.W. AND E.F.

CONCRETE BEAM, (B-3), REFER TOSCHEDULE

#4 - 8'-0" @ 8" O.C. (TOP)

12" CONCRETE WALL W/ #6 @ 8"O.C. E.W. AND E.F.,(BEYOND)

ALUMINUM GUARDRAIL, REFER TODETAILS

30" CONCRETE SLAB W/ #6 @ 8"O.C. E.W. AND (T&B)

24" CONCRETE SLAB (BEYOND)


Level 1-8' - 6"

Level 2-4' - 0"

Level 30' - 11"

Level 46' - 6"

7

2' - 3"

EQ EQ

PU

MP

MA

NU

FA

CT

UR

ER

VE

RIF

Y W

/


#4 STD 90 @ 8" O.C. (TOP)

14" CONCRETE WALL W/ # 6 @ 6"O.C. E.W. AND E.F.


#6 - 60 dia. BAR, SPLICE


KEYED JOINT W/ WATER STOP

Level 30' - 11"

Level 46' - 6"

51

S.5

#6

@ 8

" O

.C. E

.F.

#6@ 8" O.C. E.F.

AS PER DTL.

12" CONCRETE SLAB W/ #5 @ 8" O.C. E.W. AND E.F.

4' -

0"

4' - 6 1/2" 4' - 7 1/8"

AS PER DTL.

Level 46' - 6"

5

B-3, CONCRETE BEAM W/ (16) #5CONT. AND #3 STIRRUPS @ 8" O.C.

B-8, CONCRETE BEAM W/ (8) #6CONT. AND #3 STIRRUPS @ 8" O.C.

12" CONCRETE SLAB W/ #5 @ 8"O.C. E.W. AND (T&B).





Florida 33316

Phone: 954.921.7781 � Fax: 954.921.8807

TM

Calvin, Giordano &

Associates, Inc.

LA

KD

AS

N A N A YA

K

KA

RA

PR

OF

E

SS

I O N A LE

NG

IN

EE

R

ST

AT

EO F F L O

RI

DA

P.E. # 037590

R







ISSUED FOR

REVISIONDATE DATEBY

DATEDESIGNED

DATECHECKED

SCALE

PURPOSE OF THIS SET

PROJECT No

SHEET:AS NOTED

152201

PERMITTING

LN

2-29-15

PERMIT

WALL SECTION

SCALE: 1/2" = 1'=0"0' 1' 2'

1

S-8

WALL SECTION

SCALE: 1/2" = 1'=0"0' 1' 2'

2

S-8

DETAIL

SCALE: 1/2" = 1'=0"

3

S-80' 1' 2'

DETAIL

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

4

S-80' 1' 2'

WALL SECTIONS AND DETAILS-8

Level 2-4' - 0"

Level 30' - 11"

Level 46' - 6"

12" CONCRETE SLAB W/ #5 @ 8" O.C. E.W. AND (T&B)

CONCRETE BEAM AS PERPLAN

WALL OPNG. REFER TOMECH. DOCUMENTS

12" CONCRETE WALL W/# 5 @ 8" O.C. E.W. ANDE.F.

12" CONCRETE WALL W/# 5 @ 8" O.C. E.W. ANDE.F.


+/- TREMIE GROUT

DW

GS

.

SEE M

EC

H.

2' -

0"

SE M

EC

H. D

WG

S.

Level 1-8' - 6"

Level 2-4' - 0"

Level 30' - 11"

Level 46' - 6"

B1

S.3

DW

GS

SEE M

EC

H

DW

GS

.

REFER

TO

MEC

HR

EFER

TO

MEC

H. D

WG

S.


CONCRETE BEAM, AS PERPLAN

12" CONCRETE WALL W/ #5@ 8" O.C. E.W. AND E.F.

#5 @ 8" O.C. E.W.



# 6 STD. 90 BAR @ 8" O.C.

Level 1-8' - 6"

Level 2-4' - 0"

Level 30' - 11"

Level 46' - 6"

C1

S.4

79.87°

6' - 7" 3' - 7 1/8"

CONCRETE BEAM AS PERPLAN


OPEN


#4 @ 8" O.C.


#4 @ 8" O.C.

#5 @ 8" O.C.

#5 @

8" O

.C.


Level 1-8' - 6"

Level 2-4' - 0"

Level 30' - 11"

Level 46' - 6"

1

S.4

S.10

3

3

1

CONCRETE SLAB AS PERPLAN (BEYOND)

ALUMINUM GRATING ORPRECAST SLAB

12" CONCRETE SLAB W/ # 5 @8" O.C. E.W. AND (T&B)


12" CONCRETE WALL, AS PERPLAN


#4 STD. 90 @ 8" O.C.

30" TREMIE GROUT

6' - 6"

#5 STD. 90 @ 8" O.C.





Florida 33316

Phone: 954.921.7781 � Fax: 954.921.8807

TM

Calvin, Giordano &

Associates, Inc.

LA

KD

AS

N A N A YA

K

KA

RA

PR

OF

E

SS

I O N A LE

NG

IN

EE

R

ST

AT

EO F F L O

RI

DA

P.E. # 037590

R







ISSUED FOR

REVISIONDATE DATEBY

DATEDESIGNED

DATECHECKED

SCALE

PURPOSE OF THIS SET

PROJECT No

SHEET:AS NOTED

152201

PERMITTING

LN

2-29-15

PERMIT

WALL SECTION

SCALE: 1/2" = 1'=0"0' 1' 2'

1

S-9

WALL SECTION

SCALE: 1/2" = 1'=0"0' 1' 2'

2

S-9

WALL SECTION

SCALE: 1/2" = 1'=0"0' 1' 2'

3

S-9

WALL SECTIONS AND DETAILS-9

WALL SECTION

SCALE: 1/2" = 1'=0"0' 1' 2'

4

S-9

PROVIDE MIN. LAP AS NOTED OR SHOWN ON DRAWINGS.

TYPICAL FOR ALL CONCRETE WALLS AND SLABS UNLESSOTHERWISE INDICATED ON DRAWINGS.

FOR ROUND OPENINGS LESS THAN 12", USEREINFORCEMENT PATTERN SAME AS FOR RECTANGULAROPENINGS.

NOTES:

REINFORCEMENT CUT, ("A" BARS)

REINFORCEMENT CUT, ("B" BARS)

(1) #5 DIAGONAL AT EA. CORNERFOR EA. LAYER OFREINFORCEMENT

(TYP.)2'

- 0"

X

X

BARS CUT

AREA OF BARS EQUAL "B"

BARS CUT

AREA OF BARS EQUAL "A"

BARS CUT

AREA OF BARS EQUAL "A"

BARS CUT

AREA OF BARS EQUAL "B"

INDICATES GRATING SPAN DIRECTION. (SEE PLANS)

SHOP DRAWINGS BASED ON FIELD DIMENSIONS SHALL BE SUBMITTED TOTHE ENGINEER OF RECORD PRIOR FABRICATION.

GRATING AND GRATING SUPPORTS SHALL BE THE SAME MATERIAL.

UNLESS NOTED OTHERWISE ON PLANS, GRATING THICKNESS SHALL BEAS NOTED IN TABLE BELOW. MINIMUM BEARING BAR THICKNESS SHALLBE 3/16".

ALL EDGES SHALL HAVE A BAND 1/4" X BEARING BAR DEPTH.

MAXIMUM WIDTH OF GRATING SECTIONS SHALL BE 3'-0" UNLESSINDICATED OTHERWISE ON PLANS.

PROVIDE GRATING FASTENING SYSTEM AS REQUIRED.

STEEL GRATING AND SUPPORTS TO BE GALVANIZED UNLESS NOTEDOTHERWISE ON PLANS.

NOTCH GRATING SUPPORTS AT GATES AS REQUIRED. EXTEND GRATINGCONTINUOUSLY OVER GATE GUIDES AND GATES.

GRATING SUPPORTS SHALL BE MATERIAL TYPE SHOWN ON PLANS ORSPECIFIED. THIS IS A STANDARD DETAIL ILLUSTRATING 3 DESIGNMATERIALS ALTHOUGH ALL 3 MATERIAL MAY BE INCLUDED IN THEPROJECT.

GRATING NOTES GRATING THICKNESS TABLE

MAXIMUM SPAN ALUMINUM STEEL FIBERGLASS

3'-6"

4'-0"

4'-6"

5'-0"

5'-6"

6'-0"

6'-6"

7'-0"

1 1/4"

1 1/2"

1 3/4"

1 3/4"

2"

2 1/4"

2 1/4"

2 1/2"

1"

1 1/4"

1 1/4"

1 1/2"

1 1/2"

1 3/4"

1"

1"

1 1/2"

1 1/2"

MAX. SPANALLOWABLE IS 4'-0"

(ALLOWABLEDEFLECTION 1/4"MAX.)

SUPPORT TYPE 1SUPPORT TYPE 2

GRATING, SEE PLAN

FASTENERS AS PERGRATING SYSTEM MFRSRECOMMENDATIONS

SUPPORT MEMBERSEE DWGS. FORSIZE, TYPE & ENDCONDITIONS

GRATING, SEE PLAN

FASTENERS AS PERGRATING SYSTEM MFRSRECOMMENDATIONS

SUPPORT ANGLE4 X 4 X 1/4 ( ALUM OR SST)

GRATINGTHICKNESS(SEE SCHD)

GRATINGTHICKNESS(SEE SCHD)

0' - 4"

0' - 1 1/2"

1' - 0"

(TYP)

0' - 1 1/2"

0' - 1 1/2"5/8" SST BOLTSNUTS & WASHERS

1/4" SST ANGLE3" X 4" X 10" LONG

1/2" RETURN ATTOP & BOTTOM 1/4

3/4" X 6" S.S. ANCHORSTUDS @ 6" GAGEEQ. SPACED

SST WELD PLATE1/2" X 6" X 12"

TOP OF GRATING TO MATCH TOP OF WALL

ALUM C12X7.41W/ BOLTS SLOTS5/8" DIA 1 1/2" LONG

HANDRAILPOST

1/2" PL2-5/8" X 6"

BEAM FLG.

5/8" SST BOLTS

(TYP)

0' - 3"

(TYP)0' - 0 7/8"

0' - 3 3/4"

0' - 2 3/4"

HANDRAIL POST

0' - 0 7/8" (TYP)

STAIRSTRINGERFLG

5/8" SST BOLTS

1/4

BEAM CONNECTION STAIR STRINGER

NOTES: 1) BASE PLATE, HANDRAIL & POT TO BE SAME MATERIAL. PROVIDE PROTECTION FOR DISSIMILAR METALS AND CONCRETE AS PER SPECIFICATIONS.

2) WELD POST CONNECTION AS SHOWN FOR STEEL & STAINLESS STEEL. FOR ALUMINUM PROVIDE CONNECTION DEVELOPING FULL PIPE STRENGHT FOR SHOP DRAWING REVIEW.

POST EQUAL SPACED5' - 0" MAX

1' - 3"

1' - 1 1/2"1' - 1 1/2"

TOE BOARDWHERE SHOWNON DRAWINGS

3' - 6"

HANDRAIL POSTACHORAGE

0' - 1 1/2" (M

IN.)

CONCTRUCTION JOINTROUGH & CLEAR PRIORTO WALL POUR

3/16" X 6" WATERSTOP AS SPECIFIED& LOCATED ON DRAWINGS

SLAB AS SHOWN ONDRAWINGS

WALL AS DETAILEDON DRAWINGS

TYPICAL DOUBLE MAT CORNER

AND INTERSECTION REINFORCING

STD ACI-31890 HOOK

TYPICAL HORIZONTALWALL REINFORCING ASSHOWN ON DRAWINGS

ALTERNAE LAPON SIDE OF WALLIN NEXT LAYER

STD ACI-31890 HOOK

ADDITIONAL CORNERREINFORCINGBAR (SAME SIZE ANDSPACING AS O.F.HORIZONTAL WALLREINFORCING )

40 BAR DIA

40 BAR DIA

STD ACI-31890 HOOK

(2) 5/8" SSTEPOXY BOLTS

HANDRAILPOST

1/2" PL4" X 6"

1/4

PLAN ELEVATION

0' - 3" 0' - 3"

0' - 6"

0' - 4"





Florida 33316

Phone: 954.921.7781 � Fax: 954.921.8807

TM

Calvin, Giordano &

Associates, Inc.

LA

KD

AS

N A N A YA

K

KA

RA

PRO

FE

SS

I O N A LENG

INEER

STAT

EO F F L O

RIDA

P.E. # 037590

R







ISSUED FOR

REVISIONDATE DATEBY

DATEDESIGNED

DATECHECKED

SCALE

PURPOSE OF THIS SET

PROJECT No

SHEET:AS NOTED

152201

PERMITTING

LN

2-29-15

PERMIT

WALL / SLAB OPNG. DETAIL

SCALE: N.T.S.

1

S-10

GRATING SCHEDULE

SCALE: N.T.S.

2

S-10

GRATING DETAIL

SCALE: N.T.S.

3

S-10

GRATING DETAIL

SCALE: N.T.S.

4

S-10

RAILING DETAIL

SCALE: N.T.S.

5

S-10

RAILING DETAIL

SCALE: N.T.S.

6

S-10

REINFORCEMENT DETAIL

SCALE: N.T.S.

8

S-10

SLAB / WALL CONNECTION DTL.

SCALE: N.T.S.

7

S-10

GUARDRAIL POST DETAIL

SCALE: N.T.S.

9

S-10

DETAILSS-10

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