Exhibit_2_-_Permit_Plans.pdf

This item has been digitally signed and sealed by Jonathan Mark Hammond, PE, 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.

255 S. Orange Avenue Suite 1600

Orlando, FL 32801 P 407.841.9050 www.tlc-engineers.com

© Copyright 2019 TLC Engineering Solutions, Inc.

TLC Project No. :

COA 15

Seal

Drawing No.:

Scale:

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Drawing Title:

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Consultants:

123086

PERMIT

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COVER SHEET

CS001

ORLANDO CITY HALL - MAIN TOWER

ELECTRICAL GEAR UPGRADES

FOR

CITY OF ORLANDO

PERMIT

10-10-2024

SITE LOCATION MAP

PROJECT LOCATION

SHEET INDEX

ELECTRICAL

Sheet # Sheet Name

E001 ELECTRICAL LEGEND, AND SHEET INDEX

E002 PARTIAL RISER DIAGRAM - TEMPORARY CONDITION PHASE A

E003 PARTIAL RISER DIAGRAM - DEMOLITION CONDITION PHASE B

E004 PARTIAL RISER DIAGRAM - RENOVATION CONDITION PHASE C

E010 OVERALL SITE PLAN

EP110T BASEMENT DEMOLITION/TEMPORARY FLOOR PLAN - POWER

EP110 BASEMENT NEW FLOOR PLAN - POWER

EP111 FIRST FLOOR PLAN - POWER

EP112 SECOND FLOOR PLAN - POWER

EP113 THIRD FLOOR PLAN - POWER

EP114 FOURTH FLOOR PLAN - POWER

EP115 FIFTH FLOOR PLAN - POWER

EP116 SIXTH FLOOR PLAN - POWER

EP117 SEVENTH FLOOR PLAN - POWER

EP118 EIGHTH FLOOR PLAN - POWER

EP119 NINTH FLOOR PLAN - POWER

EP120 PENTHOUSE PLAN - POWER

E200 PANEL SCHEDULES

E300 ELECTRICAL DETAILS

STRUCTURAL

Sheet # Sheet Name

S001 ABBREVIATIONS SYMBOLS AND SHEET INDEX

S002 STRUCTURAL GENERAL NOTES

S110 BASEMENT PLAN - TOWER ELECTRICAL ROOM

S501 DETAILS AND SECTIONS

ARCHITECTURAL

Sheet # Sheet Name

A001 SPECS

A110 BASEMENT ENLARGED PLANS & DOOR SCHED. & DETAILS

COVER SHEET

Sheet # Sheet Name

CS001 COVER SHEET

No. Date Description

X X X

JOIST BEARING ELEVATION

CIP CONCRETE COLUMN ABOVE

CONCRETE COLUMN BELOW

METAL DECK

CONCRETE SLAB ON METAL DECK

STEPPED FOUNDATION

BOLTED JOIST CONNECTION

ELEVATED CAST-IN-PLACE

CONCRETE SLAB

STRUCTURAL SYMBOLS AND LEGEND

MOMENT CONNECTION

NORTH ARROW

SPAN DIRECTION

SECTION / DETAIL MARK

ELEVATION MARK

RECESS OR STEP IN SLAB

PLAN / DETAIL MARK

PLAN KEY NOTE

COLUMN GRID LINE

COLUMN AND FOUNDATION

TYPE MARKS

SLOPED SURFACE

PITCHED ROOF

TILT-UP/PRECAST CONCRETE WALL

WALL TYPES

S .F

ROOF JOIST

BEAM

ROOF JOIST

STEP HEIGHTSTEP FOUNDATION

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

RUN

RISE

NOTE: SYMBOLS AND LEGEND SHOWN ARE

GENERIC AND DO NOT NECESSARILY INDICATE

ACTUAL OCCURRENCES IN THESE DRAWINGS.

CIP CONCRETE WALL

XX

TILT-UP/PRECAST CONCRETE COLUMN

ABOVE

SPOT ELEVATION, TYPICALLY TOP OF ITEM

TAGGED (T/WALL, T/FOUNDATION, ETC)

X'-X"

P-X PANEL TYPE, SEE SCHEDULE

12M WALL TYPE DESIGNATION TAG

CAST-IN-PLACE CONCRETE SLAB

PRECAST CONCRETE PLANK

WOOD SHEATHING

NUMBER OF WELDED STUDS

SPACED EQUALLY ALONG BEAM

SIZE DESIGNATION

AMOUNT OF MIDSPAN CAMBER, UP

W24x55 [56] c=2" COMPOSITE BEAM DESIGNATION

(20)(20)(20)(20)

COMPOSITE STEEL GIRDER

DESIGNATION

W36x194 (90) c=1"

AMOUNT OF MID-SPAN CAMBER, TYP.

SIZE DESIGNATION

TOTAL NUMBER OF WELDED STUDS

PORTION OF TOTAL NUMBER

OF WELDED STUDS TO BE

SPACED EQUALLY BETWEEN

INTERSECTING BEAMS

INTERSECTING BEAM, TYP.

INCREASED FLOOR LOAD AREA IN PSF

F6.0

CC-1

LOAD BEARING MASONRY WALL

NON-LOAD BEARING MASONRY WALL

X

XXX'-X"

SLOPE

A101

SIM

STUD WALL

EARTH

GRATING

F6.

0C

C -1

BEAM FORCES

DESIGN MOMENTS AT

MOMENT CONNCTIONS

AXIAL FORCE

(+) COMPRESSION

(-) TENSION

BEAM REACTION

M=XX

R=XXK A = XXKx

M=XX

R=XXK

PRE-ENGINEERED TRUSS

DESIGNATIONU = XXk

R = XXk

UPLIFT REACTION > 1K

GRAVITY REACTION > 5K

XX

CONNECTION DESIGNATION

DETAIL NUMBER

SHEET NUMBER

A101

SIM

This item has been digitally signed and sealed by Carl W. Jenne 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.

255 S. Orange Avenue Suite 1600

Orlando, FL 32801 P 407.841.9050 www.tlc-engineers.com

© Copyright 2019 TLC Engineering Solutions, Inc.

TLC Project No. :

COA 15

Seal

Drawing No.:

Scale:

Revisions:

Drawing Title:

Approved By:

Issue Date:

Project No.:

Drawn By:

Consultants:

123086

Permit Set

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ABBREVIATIONS

SYMBOLS AND

SHEET INDEX

S001

STRUCTURAL SHEET INDEX

SHEET # SHEET TITLE

S001 ABBREVIATIONS SYMBOLS AND SHEET INDEX

S002 STRUCTURAL GENERAL NOTES

S110 BASEMENT PLAN - TOWER ELECTRICAL ROOM

S501 DETAILS AND SECTIONS

Start Page

This item has been digitally signed and sealed by Carl W. Jenne 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.

255 S. Orange Avenue Suite 1600

Orlando, FL 32801 P 407.841.9050 www.tlc-engineers.com

© Copyright 2019 TLC Engineering Solutions, Inc.

TLC Project No. :

COA 15

Seal

Drawing No.:

Scale:

Revisions:

Drawing Title:

Approved By:

Issue Date:

Project No.:

Drawn By:

Consultants:

123086

Permit Set

/1 /2

:4

:0

A M

C R e v it

L o c a ls \1

-S

T R

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C it y H a ll

M a in T o w e r

E le c tr ic a l G e a r U p g ra d e s

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STRUCTURAL

GENERAL NOTES

S002

1000 GENERAL NOTES:

1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH PROJECT SPECIFICATIONS

AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS.

CONSULT THESE DRAWINGS FOR OPENINGS, DEPRESSIONS, EQUIPMENT WEIGHTS AND

LOCATIONS, EMBEDDED ITEMS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL

DRAWINGS.

2. DIMENSIONS AND CONDITIONS MUST BE VERIFIED 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.

3. NO STRUCTURAL MEMBER OR COMPONENT SHALL BE CUT, NOTCHED, OR OTHERWISE

ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COSTS INCURRED BY THE

ENGINEER OF RECORD FOR REVIEW OF ANY SUCH DEVIATIONS.

4. DO NOT SCALE DRAWINGS.

5. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING

IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION

PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF THE BUILDING AND ITS

COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING,

SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS.

6. DETAILS ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE

PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE

APPLICABILITY OF THE DETAIL TO ITS LOCATION ON THE DRAWINGS CAN BE DETERMINED

BY THE TITLE OF DETAIL. SUCH DETAILS SHALL APPLY WHETHER OR NOT THEY ARE

REFERENCED AT EACH LOCATION. QUESTIONS REGARDING APPLICABILITY OF TYPICAL

DETAILS SHALL BE DETERMINED BY THE ENGINEER OF RECORD.

7. THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL, MECHANICAL,

ELECTRICAL, PLUMBING, CIVIL AND STRUCTURAL DRAWINGS AND REPORT ANY

DISCREPANCIES BETWEEN EACH SET OF DRAWINGS AND WITHIN EACH SET OF DRAWINGS

TO THE ARCHITECT AND ENGINEER OF RECORD PRIOR TO THE FABRICATION AND

INSTALLATION OF ANY STRUCTURAL MEMBERS.

8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED

STRUCTURE, AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE

CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY

RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES,

SEQUENCE AND SAFETY. THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND

SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES,

SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN

CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR,

SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE

FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS.

9. THE STRUCTURAL ENGINEER'S OBLIGATIONS TO REVIEW SHOP DRAWINGS AND OTHER

SUBMITTALS AND TO RETURN THEM IN A TIMELY MANNER ARE CONDITIONED UPON THE

PRIOR REVIEW AND APPROVAL OF THE SHOP DRAWINGS OR SUBMITTALS BY THE

CONTRACTOR AS REQUIRED IN THE CONSTRUCTION CONTRACT AND THE CONTRACTOR'S

SUBMITTAL OF THE SHOP DRAWINGS AND OTHER SUBMITTALS IN ACCORDANCE WITH A

WRITTEN SCHEDULE DISTRIBUTED IN ADVANCE TO THE ENGINEER IDENTIFYING THE DATES

FOR THE SUBMITTAL OF THE VARIOUS SHOP DRAWINGS AND SUBMITTALS.

10. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF TLC ENGINEERING

SOLUTIONS IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE

CONTRACTOR IS PROCEEDING IN GENERAL ACCORDANCE WITH THE STRUCTURAL

CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHALL NOT BE CONSTRUED AS

EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE WORK.

11. ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE TO EXCEED LIFE SPAN AND TO

ENSURE STRUCTURAL INTEGRITY FROM EXPOSURE TO THE ENVIRONMENT. A PLANNED

PROGRAM OF MAINTENANCE SHALL BE ESTABLISHED BY THE OWNER. THIS PROGRAM

SHALL INCLUDE ITEMS SUCH AS, BUT NOT LIMITED TO, PAINTING OF STRUCTURAL STEEL,

PROTECTIVE COATINGS FOR CONCRETE, SEALANTS, CAULKED JOINTS, EXPANSION JOINTS,

CONTROL JOINTS, SPALLS AND CRACKS IN CONCRETE, AND PRESSURE WASHING OF

EXPOSED STRUCTURAL ELEMENTS EXPOSED TO SALT ENVIRONMENT OR OTHER HARSH

CHEMICALS.

12. THE USE OF REPRODUCTIONS OF THESE CONTRACT DOCUMENTS AND USE OF CAD/REVIT

FILES BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR OR MATERIAL

SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS IS PROHIBITED UNLESS PRIOR

WRITTEN APPROVAL IS OBTAINED FROM ENGINEER OF RECORD.

13. IN THE EVENT THAT THE STRUCTURAL CONTRACTS DRAWINGS AND SPECIFICATIONS

CONFLICT ON INFORMATION, THE STRUCTURAL CONTRACT DRAWINGS SHALL SUPERSEDE

THE SPECIFICATIONS.

4810 MASONRY WALLS:

1. ALL MASONRY CONSTRUCTION SHALL CONFORM TO TMS 402 "BUILDING CODE

REQUIREMENTS FOR MASONRY STRUCTURES" AND TMS 602 "SPECIFICATION FOR

MASONRY STRUCTURES", LATEST EDITION.

2. MASONRY UNITS SHALL MEET ASTM C-90 FOR HOLLOW LOAD BEARING TYPE MASONRY

WITH UNIT STRENGTH OF 2000 PSI ON THE NET AREA (f'm = 2000 PSI). MORTAR SHALL BE

TYPE "M" OR "S" AND MEET ASTM C-270.

3. GROUT SHALL BE 3000 PSI MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM C-476 AND

HAVE A SLUMP BETWEEN 8" AND 11" WITH WATER CM RATIO OF 0.55 MAXIMUM AND WITH

3/8" MAXIMUM AGGREGATE.

4. GROUT SHALL BE POURED IN LIFTS OF 4 FEET MAXIMUM HEIGHT. GROUT SHALL BE

CONSOLIDATED AT TIME OF PLACING BY VIBRATING AND RECONSOLIDATED LATER BY

VIBRATING BEFORE PLASTICITY IS LOST.

5. WHEN TOTAL GROUT POUR EXCEEDS 5'-4" FEET IN HEIGHT, (HIGH LIFT GROUTING), THE

GROUT SHALL BE PLACED IN 4-FOOT LIFTS WITH A MINIMUM OF A 30 MINUTE DELAY

BETWEEN LIFTS. MINIMUM CELL DIMENSION SHALL BE IN ACCORDANCE WITH TABLE 5 OF

TMS 402 (3" X 3" FOR COARSE GROUT, 12 FT. MAXIMUM POUR HEIGHT).

6. WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL

CONSTRUCTION JOINTS SHALL BE MADE BY STOPPING THE POUR OF GROUT NOT LESS

THAN 1-1/2 INCH BELOW THE TOP OF THE UPPERMOST UNIT GROUTED.

7. SUBMIT WRITTEN CONSTRUCTION SEQUENCES AND PROCEDURES PRIOR TO THE START OF

MASONRY CONSTRUCTION.

8. MASONRY SUBMITTALS:

MASONRY UNITS

MASONRY GROUT

MASONRY MORTAR

MASONRY PRISM TESTING BEFORE BLOCK IS SET

MASONRY PRISM TESTING DURING CONSTRUCTION

MASONRY REINFORCING

MASONRY JOINT REINFORCING

MASONRY CONTROL JOINTS - LOCATIONS AND PRODUCTS

TEMPORARY BRACING PER SECTION 4811

PROVIDE IDENTIFICATION OF PRODUCT LOCATIONS AND USE WHEN MULTIPLE TYPES ARE

SPECIFIED ON PROJECT.

5120 STRUCTURAL STEEL:

1. STEEL WORK SHALL BE NEW AND CONFORM TO THE ANSI/AISC 360-16 SPECIFICATION FOR

STRUCTURAL STEEL BUILDINGS.

2. MATERIAL SHALL CONFORM TO THE FOLLOWING, EXCEPT AS NOTED:

ANGLES, CHANNELS AND PLATES ASTM A36 (Fy=36 KSI)

3. ALL STEEL EXPOSED TO AN UNCONDITIONED ENVIRONMENT SHALL BE HOT-DIPPED

GALVANIZED.

3601 CHEMICAL (ADHESIVE) ANCHORS:

1. SHALL BE A TWO PART EPOXY POLYMER INJECTION SYSTEM, SUCH AS HILTI HIT HY200, HILTI

RE500 SD, DEWALT PURE 100+, DEWALT AC200+, OR SIMPSON SET ADHESIVE SYSTEM, OR

ENGINEER APPROVED SUBSTITUTION.

2. EPOXY TYPES AND BRANDS VARY IN THEIR BOND STRENGTH AND SUITABILITY OF USE,

DEPENDING ON TYPE OF LOADING, ANCHOR SPACING, ETC. WHEN A PARTICULAR TYPE OF

EPOXY IS SPECIFIED IN THESE DRAWINGS, A UNIQUE CALCULATION HAS BEEN MADE BASED

ON THE PROPERTIES OF THAT SPECIFIC TYPE OF EPOXY FOR THE SPECIFIC CONDITION

SHOWN IN THE DETAIL. SUBSTITUTION OF EPOXY TYPE IS NOT ALLOWED WHERE DETAIL

SPECIFIES ONLY ONE TYPE OF EPOXY, WITHOUT PRIOR WRITTEN APPROVAL BY THE

ENGINEER OF RECORD. NOT ALL EPOXY BRANDS OR TYPES WILL BE ALLOWED AS

SUBSTITUTES. ICC-ES REPORTS FOR PROPOSED ANCHOR SUBSTITUTIONS MUST BE

SUBMITTED TO EOR FOR REVIEW. EOR MAY REQUIRE ENGINEERED CALCULATIONS FOR

REVIEW AND APPROVAL.

3. SUBSTITUTION OF EPOXIES IN ONE CONDITION SHALL NOT BE CONSTRUED AS APPROVAL

TO MAKE SIMILAR SUBSTITUTION OF EPOXIES IN OTHER DIFFERING CONDITIONS. EACH

SUBSTITUTION MUST RECEIVE PRIOR WRITTEN APPROVAL BY THE ENGINEER OF RECORD.

4. INSTALL ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED

INSTALLATION INSTRUCTIONS (MPII) IN CONJUNCTION WITH EDGE DISTANCE, SPACING, AND

EMBEDMENT SPECIFIED ON DRAWINGS.

5. ADHESIVE ANCHORS INSTALLED IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION

TO SUPPORT SUSTAINED TENSION LOADS SHALL BE DONE BY A CERTIFIED ADHESIVE

ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI/CRSI (ACI 318-14 D.9.2.2). PROOF OF

CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR

TO COMMENCEMENT OF INSTALLATION.

6. THE MANUFACTURER'S REPRESENTATIVE SHALL TRAIN INSTALLERS FOR ALL PRODUCTS TO

BE USED PRIOR TO COMMENCEMENT OF WORK. ONLY TRAINED INSTALLERS SHALL

PERFORM POST INSTALLED ANCHOR INSTALLATION. A RECORD OF TRAINING SHALL BE

MADE AVAILABLE TO THE EOR AS REQUESTED.

7. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL HOLE CLEAN-OUT

REQUIREMENTS ARE FULLY COMPLETED BY THE INSTALLERS PRIOR TO INJECTING EPOXY

INTO THE HOLES IN ACCORDANCE WITH THE MANUFACTURER'S MPII.

8. NO LOAD SHALL BE APPLIED TO THE EPOXY ANCHORS UNTIL THE EPOXY HAS FULLY CURED

AND HAS ACHIEVED IT'S SPECIFIED STRENGTH. CURE TIME SHALL BE PER

MANUFACTURERS PUBLISHED VALUES FOR SPECIFIC PRODUCT BEING USED.

9. IF DETAIL SHOWS EPOXY ANCHORS IN SLOTTED HOLES, IT IS IMPERATIVE THAT ANY EXCESS

EPOXY IS CLEANED UP FROM AROUND THE ANCHOR ROD, SO THAT IT DOES NOT

INTERFERE WITH ADJUSTABILITY OF ANCHOR ROD IN SLOTTED HOLE.

10. ADHESIVE ANCHORS IN CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN

ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193 FOR CRACKED, UNCRACKED, AND SEISMIC

CONCRETE RECOGNITION.

11. ADHESIVE ANCHORS IN MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED IN

ACCORDANCE WITH ICC-ES AC70.

12. EXISTING REINFORCING IN CONCRETE AND/OR MASONRY CONSTRUCTION SHALL NOT BE

CUT UNLESS APPROVED BY THE EOR.

13. ADHESIVE ANCHORS IN CONCRETE AND/OR MASONRY CONSTRUCTION SHALL NOT BE

INSTALLED UNTIL CONCRETE AND/OR MASONRY HAS CURED FOR AT LEAST 21-DAYS.

14. PROVIDE SPECIAL INSPECTION FOR ALL ADHESIVE ANCHORS IN ACCORDANCE WITH THE

REQUIREMENTS OF THE APPLICABLE BUILDING CODE AND THE CURRENT ICC-ES REPORT

(IBC-2015 TABLE 1705.3 NOTE B).

15. ADHESIVE ANCHORS INSTALLED IN HORIZONTAL OR UPWARDLY INCLINED ORIENTATIONS

TO RESIST SUSTAINED TENSION LOADS SHALL BE CONTINUOUSLY INSPECTED DURING

INSTALLATION BY AN INSPECTOR SPECIALLY APPROVED FOR THAT PURPOSE BY THE

BUILDING OFFICIAL (ACI 318-14 17.8.2.4)

3602 MECHANICAL ANCHORS:

1. SHALL BE EITHER HEAVY DUTY CONCRETE SCREW ANCHOR (SUCH AS DEWALT SCREW-

BOLT +, SIMPSON TITEN HD, OR HILTI HUS-H) OR WEDGE TYPE EXPANSION ANCHOR (SUCH

AS DEWALT POWER-STUD+SD1, SIMPSON WEDGE-ALL, OR HILTI KWIK BOLT 3).

2. TYPE OF ANCHOR SHALL BE AS SPECIFIED ON THE DRAWINGS, WHILE BRAND AND MODEL

OF ANCHOR MAY BE SELECTED FROM THE ABOVE LISTED ANCHORS. SUBSTITUTION

ANCHORS MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVED IN

WRITING BY THE ENGINEER OF RECORD PRIOR TO USE. ICC-ES REPORTS FOR PROPOSED

ANCHOR SUBSTITUTES MUST BE SUBMITTED TO EOR FOR REVIEW. EOR MAY REQUEST

ENGINEERED CALCULATIONS FOR REVIEW AND APPROVAL.

3. IN SOME CASES OF CRITICAL LOADING OR GEOMETRIC CONDITIONS, ONLY SPECIFIC

ANCHORS WILL BE ALLOWED, AS NOTED ON THE DRAWINGS. IN THESE CASES, THE

SPECIFIED BRAND AND MODEL OF ANCHOR MUST BE USED.

4. INSTALL ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED

INSTALLATION INSTRUCTIONS (MPII) IN CONJUNCTION WITH EDGE DISTANCE, SPACING, AND

EMBEDMENT SPECIFIED ON DRAWINGS.

5. THE MANUFACTURER'S REPRESENTATIVE SHALL TRAIN INSTALLERS FOR ALL PRODUCTS TO

BE USED PRIOR TO COMMENCEMENT OF WORK. ONLY TRAINED INSTALLERS SHALL

PERFORM POST INSTALLED ANCHOR INSTALLATION. A RECORD OF TRAINING SHALL BE

KEPT ON SITE AND MADE AVAILABLE TO THE EOR AS REQUESTED.

6. MINIMUM EMBEDMENT DEPTH OF 1/4" TAPCONS OR POWERS TAPPER + INSTALLED IN

CONCRETE SHALL BE 1.25" AND INSTALLED INTO MASONRY SHALL BE 1.5". SELECT ANCHOR

LENGTH AS REQUIRED TO ACHIEVE THE SPECIFIED MINIMUM EMBEDMENT DEPTH.

7. TAPCON SCREWS, OR DEWALT TAPPER +, MAY BE REPLACED W/ 0.157" SHANK DIAMETER

PAF ANCHORS (HILTI X-U, POWERS CSI, OR APPROVED EQUAL) ON A 1:1 SUBSTITUTION

BASIS. MINIMUM EMBEDMENT DEPTH SHALL BE 1.25" WHEN INSTALLED INTO CONCRETE OR

GROUTED MASONRY. FOLLOW MANUFACTURER'S INSTALLATION RECOMMENDATIONS,

MINIMUM EDGE DISTANCES, AND PLACEMENT LIMITATIONS (RELATIVE TO MORTAR JOINTS

IN MASONRY).

8. MECHANICAL ANCHORS IN CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE

IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC 193 FOR CRACKED, UNCRACKED AND

SEISMIC CONCRETE RECOGNITION.

9. MECHANICAL ANCHORS IN MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE

IN ACCORDANCE WITH ICC-ES AC01 OR AC106.

10. POWER ACTUATED FASTENERS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN

ACCORDANCE WITH ICC-ES AC70.

11. EXISTING REINFORCING BARS IN CONCRETE AND/OR MASONRY CONSTRUCTION SHALL NOT

BE CUT UNLESS APPROVED BY THE EOR.

12. ANCHORS SHALL NOT BE INSTALLED IN CONCRETE AND/OR MASONRY CONSTRUCTION

UNTIL THE CONCRETE AND/OR MASONRY HAS CURED FOR AT LEAST 21-DAYS.

13. PROVIDE SPECIAL INSPECTION FOR ALL MECHANICAL POST INSTALLED ANCHORS IN

ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE AND THE

CURRENT ICC-ES REPORT (IBC2015 TABLE 1705.3 NOTE B).

2220 EXISTING STRUCTURE:

1. INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS TAKEN

FROM THE DRAWINGS THAT WERE PREPARED FOR:

PREPARED BY: BROCKETTE-DAVIS-DRAKE, INC, CONSULTING ENGINEERS

ENTITLED: ORLANDO CITY HALL

DATED: DEC 4, 1989

2. WORK SHOWN ON THESE DRAWINGS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS

PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS

INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS,

DETAILS, ETC. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE

CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO NOTIFY THE ENGINEER

IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.

3. WORK SHOWN ON THESE DRAWINGS IS INCIDENTAL TO THE STRUCTURAL SYSTEM OF THE

BUILDING AND IS THEREFORE LIMITED TO SPECIFIC ITEMS SHOW HEREIN. THE

RESPONSIBILITY FOR THE OVERALL STRUCTURAL SYSTEM REMAINS WITH THE ORIGINAL

ENGINEER AND DESIGNERS OF RECORD.

3301 CONCRETE - SINGLE STRENGTH:

1. CONCRETE SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A

STRENGTH AT 28 DAYS OF 4,000 PSI WITH A PLASTIC AND WORKABLE MIX.

2. CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND

SPECIFICATIONS.

3. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW

PRIOR TO USE.

4. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION.

5. MIX SHALL MEET THE REQUIREMENT OF ASTM C33 FOR COARSE AGGREGATE.

3310 REINFORCING STEEL:

1. 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.

2. PROVIDE CONCRETE COVER OVER PRIMARY REINFORCEMENT, TIES, AND STIRRUPS, AS

FOLLOWS, UNLESS OTHERWISE NOTED:

LOCATION AND CONDITION MINIMUM COVER

A. CONCRETE CAST AGAINST AND ALL BARS 3"

PERMANENTLY EXPOSED TO EARTH.

B. CONCRETE EXPOSED TO EARTH OR WEATHER #6 OR GREATER 2"

#5 OR SMALLER 1.5"

C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND

SLABS, WALLS, AND JOISTS #11 OR SMALLER 3/4"

BEAMS AND COLUMNS ALL BARS 1.5"

3. SECURE APPROVAL OF SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION.

4. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF ALL TOP BARS.

5. WHERE REINFORCING IS SHOWN CONTINUOUS, SPLICE BOTTOM BARS OVER SUPPORTS

AND TOP BARS AT CENTER OF SPAN. ALL OTHER LAP SPLICES SHALL BE IN ACCORDANCE

WITH SPLICE TABLES AND DETAILS SHOWN ON DRAWINGS.

6. PROVIDE DOWELS INTO FOOTINGS, PILE CAPS, SUPPORT BEAMS, ETC. TO MATCH VERTICAL

BARS WITH CLASS B TENSION LAP SPLICES, U.N.O.

7. LENGTH OF LAP SPLICES AND BAR EMBEDMENT SHALL BE AS SHOWN IN TABLE, UNLESS

OTHERWISE NOTED:

BAR SIZE 3000 PSI 4000 PSI 5000 PSI

T<12" #6 OR LESS 57 Db 49 Db 44 Db

#7 OR MORE 71 Db 61 Db 55 Db

T>12" #6 OR LESS 74 Db 65 Db 57 Db

#7 OR MORE 81 Db 79 Db 72 Db

WHERE "T" IS DEPTH OF CONCRETE UNDER BARS AND "Db" IS BAR DIAMETER.

UTILIZE CLASS "B" SPLICE FOR ALL SPLICES, U.N.O. ON PLANS OR DETAILS.

8. AT CHANGES IN DIRECTION OF CONCRETE WALLS AND TIE BEAMS, PROVIDE CORNER BARS

OF SAME SIZE AND SPACING AS HORIZONTAL STEEL.

9. WHERE HOOKS ARE SHOWN ON THE PLANS OR DETAILS, HOOKS SHALL BE DETAILED TO

EXTEND DEEP ENOUGH INTO SUPPORTING STRUCTURE TO DEVELOP THE FULL STRENGTH

OF THE HOOKED BAR. PROVIDE ADDITIONAL TIES OR STIRRUPS IN SUPPORTING

STRUCTURE AS REQUIRED TO SATISFY ACI 318 HOOK DEVELOPMENT, CONFINEMENT, AND

ANCHORAGE CRITERIA.

10. AT CANTILEVER SLABS AND BEAMS, REINFORCING BARS IN DIRECTION OF CANTILEVER

SHALL BE DETAILED TO FULLY DEVELOP THE BAR STRENGTH INTO THE SUPPORTING

STRUCTURE, EITHER BY PROVIDING FULL CLASS B LAP SPLICE OR STANDARD ACI HOOKS

EMBEDDED DEEP ENOUGH BEYOND SUPPORT TO DEVELOP STRENGTH OF BAR.

No. Date Description

1060 DESIGN LOADS:

1. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE

WITH THE FLORIDA BUILDING CODE, 8th EDITION (2023), AND AS SUPPLEMENTED BY LOCAL

AMENDMENTS.

A. WIND LOADS: PER ASCE 7-22.

ULTIMATE DESIGN WIND SPEED, Vult 150 MPH (3 SEC. GUST) NOMINAL DESIGN WIND SPEED, Vasd 116 MPH (3 SEC. GUST)

RISK CATEGORY IV

EXPOSURE CER TRAVELING 50 FT/SEC AND

STRIKING NORMAL TO THE SURFACE.

K.1 K J G FH E.4 E D.8 D.4 D.2 D C D.3 A.4 A

K.1 K J G FH E.4 E D.1 C BH.7

3.5

7.7

7.1

1.4

S110

S501

. 1

EXISTING OPENING (FV)

S501

S501 5

S5011

S501

FOUNDATION PLAN NOTES

FOUNDATION KEY NOTES

FIELD VERIFY EXISTING CONDITIONS AND COORDINATE WITH

APPROVED SHOP DRAWINGS.

1. REFER TO GENERAL STRUCTURAL NOTES AND PROJECT

SPECIFICATIONS FOR DEFINITION OF SYMBOLS,

ABBREVIATIONS, AND OTHER INFORMATION AND CRITERIA

NOT SHOWN ON PLAN.

2. REFER TO ARCHITECTURAL DRAWINGS FOR LAYOUT

DIMENSIONS INCLUDING MASONRY DIMENSIONS AND WALL

LAYOUT.

3. REFER TO CIVIL AND ARCHITECTURAL DRAWINGS FOR

SLABS AND SLAB PADS OUTSIDE OF BUILDING FOOTPRINT.

4. SEE PLUMBING AND CIVIL FOR LOCATIONS AND INVERTS OF

STORM, SANITARY, CONDENSATE, AND OTHER LINES

BENEATH FOUNDATIONS.

This item has been digitally signed and sealed by Carl W. Jenne 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.

255 S. Orange Avenue Suite 1600

Orlando, FL 32801 P 407.841.9050 www.tlc-engineers.com

© Copyright 2019 TLC Engineering Solutions, Inc.

TLC Project No. :

COA 15

Seal

Drawing No.:

Scale:

Revisions:

Drawing Title:

Approved By:

Issue Date:

Project No.:

Drawn By:

Consultants:

123086

Permit Set

As indicated

/1 /2

:4

:1

A M

C R e v it

L o c a ls \1

-S

T R

R b ra d

.j o h n s o n

C

L U

.r v t

O rl a n d o

C it y H a ll

M a in T o w e r

E le c tr ic a l G e a r U p g ra d e s

S

O ra n g e A v e

O rl a n d o F

L

123086

10/10/24

RBJ

CWJ

BASEMENT PLAN -

TOWER ELECTRICAL

ROOM

S110

1" = 10'-0"S110

BASEMENT PLAN - STRUCTURAL1

NORTH

1/4" = 1'-0"S110

BASEMENT PLAN - ELECTRICAL ROOM - STRUCTURAL2

SAWCUT EDGE OF NEW OPNG

(MAX OPENING 5'-4'')

COPE ANGLE TO 1'' @ BRG

2-L-6"x3 1/2"x5/16"

(LLV) W/ 2-3/4"Ø

THRU BOLTS EA END

& BALANCE @ 1'-4'' OC

SAWCUT ALTERNATE COURSES EA SIDE

5'-4'' MAX SPAN

DRYPACK ABOVE GROUTED CELLS

GROUT 2 CELLS SOLID EA END AFTER INSTALLING

LINTEL BUT PRIOR TO CUTTING OPENING BELOW

NEW LINTEL. (PROVIDE CLEAN-OUT OPENING @ BASE

OF FILLED CELLS & VIBRATE CONC AT THRU ANCHORS

4.)

1.)

2.)

3.)

5.) SAWCUT NEW OPENING & REMOVE BLOCK.

SEQUENCE

PLAN VIEW

SECTION "A-A"

A

A

CUT HORIZ JOINT ONE SIDE, INSTALL ANGLE.

CUT HORIZ JOINT OPPOSITE SIDE, INSTALL ANGLE.

DRILL & INSTALL THRU BOLTS.

BREAK-OUT EXIST BLOCK & GROUT CELLS.

COORD w/ ARCH

BOT/LINTEL

2" 8" 4" 1' - 4" 1' - 4"

EXISTING

PAVEMENT (FV)

1" CHAMFER

EXISTING

ANGLE

6" CONCRETE PAD w/#5 AT 8" OC

EW CENTERLINE OF CONCRETE

EXISTING

CONCRETE

WALL

NEW L6x4x1/2 (LLV)

EXISTING

SHAFT

1/2"

PROVIDE 1/2" +/- SEPARATION

FROM EXISTING EIFS

(FV)

6"

(F V

EXISTING

STEEL (FV)

NEW L6x4x1/2 (LLV) w/VERT LEG

TRIMMED AT CURB

3/4"⌀ x 4" EMBED

EXP ANCHOR(2) #5 BARS

FULL LENGTH

OF PAD

#3 EW @ 8" OC MAX

LIMITS OF

EQUIPMENT

EXISTING BLDG SLAB

CHAMFER

C T

R

6" TYP

EXISTING BLDG SLAB

CHAMFER

#3 DOWELS x 8" L AT

8" OC, EPOXIED INTO

EXISTING SLAB

EXISTING

EQUIPMENT PAD

COORD. SIZE AND

LOCATION WITH ELEC

DWGS AND APPORVED

SHOP DRAWINGS

This item has been digitally signed and sealed by Carl W. Jenne 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.

255 S. Orange Avenue Suite 1600

Orlando, FL 32801 P 407.841.9050 www.tlc-engineers.com

© Copyright 2019 TLC Engineering Solutions, Inc.

TLC Project No. :

COA 15

Seal

Drawing No.:

Scale:

Revisions:

Drawing Title:

Approved By:

Issue Date:

Project No.:

Drawn By:

Consultants:

123086

Permit Set

As indicated

/1 /2

:4

:1

A M

C R e v it

L o c a ls \1

-S

T R

R b ra d

.j o h n s o n

C

L U

.r v t

O rl a n d o

C it y H a ll

M a in T o w e r

E le c tr ic a l G e a r U p g ra d e s

S

O ra n g e A v e

O rl a n d o F

L

123086

10/10/24

RBJ

CWJ

DETAILS AND

SECTIONS

S501

3/4" = 1'-0"S501

NEW OPNG LINTEL AT EXIST MASONRY1

3/4" = 1'-0"S501

NEW EQUIPMENT PAD2

1 1/2" = 1'-0"S501

EDGE OF EXTISTING OPENING3

3/4" = 1'-0"S501

TYP EQUIPMENT SUPPORT PAD4

3/4" = 1'-0"S501

ENLARGED EQUIPMENT SUPPORT PAD5 No. Date Description

DN

UP

NOTE: SOME SYMBOLS SHOWN ON

THIS LEGEND MAY NOT PERTAIN TO

THIS PROJECT.

SYMBOL DESCRIPTION

EQ

ELECTRICAL SYMBOL LEGEND

AUTOMATIC TRANSFER SWITCH

TRANSFORMERT

NEW

FUTURE

EXISTING AFFECTED BY THIS PROJECT

EXISTING TO REMAIN

EXISTING TO BE REMOVED

FLEXIBLE CONDUIT

CONDUIT CONTINUED

CONDUIT STUB

CONDUIT TURNING DOWN

CONDUIT TURNING UP

EQUIPMENT BRANCH CONDUIT

GROUND OR GROUND ROD AS NOTED

BRANCH CIRCUIT CONDUIT EXPOSED

UNDERGROUND OR UNDER FLOOR.

BRANCH CIRCUIT CONDUIT CONCEALED IN SLAB,

PHASE, NEUTRAL AND GROUND CONDUCTORS

CEILING OR IN WALL. CONDUIT SHALL INCLUDE

BRANCH CIRCUIT CONDUIT CONCEALED ABOVE

FLUSH MOUNTED

BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS,

SURFACE MOUNTED

BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS,

FLUSH MOUNTED

BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS,

BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS,

AF DENOTES AMP FUSE SIZE

AR DENOTES AMP RATING OF SWITCH

30AR

20AF

NF

30AR

SURFACE MOUNTED

NON-FUSED DISCONNECT SWITCH, SIZE AS NOTED

NF DENOTES NON-FUSED

AS REQUIRED FOR CIRCUITS (UNLESS OTHERWISE NOTED).

3 POLE UNLESS OTHERWISE NOTED

COMBINATION MAGNETIC MOTOR STARTER, SIZE AS NOTED30/3

3R

MCP

# OF POLES

NEMA STARTER SIZE

ENCLOSURE NEMA 1 UNLESS NOTED

SIZE

FUSED DISCONNECT

BASIC MATERIALS

ELECTRICAL GENERAL NOTES

GENERAL SPECIFICATIONS:

1. THE DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW EVERY DETAIL OF CONSTRUCTION, METHODS, MATERIALS AND EQUIPMENT, OR EXACT LOCATIONS, ROUTING, ETC. THEY INDICATE THE RESULT TO BE ACHIEVED BY THE ASSEMBLAGE OF SEVERAL SYSTEMS FOR A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM. DO NOT SCALE THE CONTRACT DOCUMENTS. COORDINATE EXACT EQUIPMENT LOCATIONS WITH THE STRUCTURAL CONTRACT DOCUMENTS, AS WELL AS FIELD CONDITIONS, APPROVED SHOP DRAWINGS AND WORK OF ALL OTHER DIVISIONS/TRADES.

2. THE TERM "PROVIDE" USED IN THE CONTRACT DOCUMENTS INDICATES TO FURNISH AND INSTALL MATERIALS REQUIRED FOR CORRECT INSTALLATION OF A COMPLETE SYSTEM, UNLESS SPECIFICALLY NOTED OTHERWISE.

3. UNLESS NOTED AS EXISTING, ALL ELECTRICAL INDICATED ON THE CONTRACT DOCUMENTS SHALL BE NEW, SHALL BE U.L.

LISTED, AND SHALL BEAR A U.L. LABEL. WHERE NO U.L. LABEL OR LISTING IS AVAILABLE, THE MATERIAL SHALL BE LISTED

WITH AN APPROVED, NATIONALLY RECOGNIZED ELECTRICAL TESTING AGENCY.

4. PROVIDE EXPERIENCED, QUALIFIED AND RESPONSIBLE SUPERVISION FOR ALL WORK REQUIRED BY THE CONTRACT DOCUMENTS. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, TO THE

SATISFACTION OF THE ENGINEER AND OWNER.

5. CARRY ALL INSURANCE REQUIRED TO PROTECT AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION

OF THIS PROJECT

6. GUARANTEE ALL MATERIALS AND WORKMANSHIP ARE FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE ENGINEER AND OWNER, UNLESS NOTED OTHERWISE IN DIVISION 1. AT NO ADDITIONAL COSTS, PROVIDE THE CORRECTION OF ANY DEFECTS INCLUDING REPAIR OR REPLACEMENT.

7. INCLUDE ALL COSTS ASSOCIATED WITH PERMITS, LICENSES, FEES, INSPECTIONS, TESTING AND TEMPORARY POWER IN

THE BID PRICE, UNLESS NOTED OTHERWISE.

8. IF HAZARDOUS MATERIALS ARE ENCOUNTERED, COMPLY WITH ALL APPLICABLE RULES, REGULATIONS AND GUIDELINES CONCERNING REMOVAL, HANDLING, DISPOSAL AND PROTECTION AGAINST ENVIRONMENTAL EXPOSURE OR POLLUTION.

PROVIDE DOCUMENTATION OF SAID COMPLIANCE.

9. PROVIDE ELECTRONIC SUBMITTALS (PRODUCT DATA & SHOP DRAWINGS) FOR EACH MAJOR COMPONENT OF THE ELECTRICAL SYSTEM FOR REVIEW BY THE ENGINEER AND OWNER. MAJOR COMPONENTS INCLUDE, BUT ARE NOT LIMITED TO, RACEWAYS, BOXES, WIRE AND CABLE, EQUIPMENT, SWITCHGEAR, PANELBOARDS, CIRCUIT BREAKERS, SAFETY SWITCHES, ETC. ALL SUBMITTALLS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR FOR CONFORMANCE WITH THE PROJECT REQUIREMENTS PRIOR TO SUBMITTING TO THE ENGINEER. ALLOW A MINIMUM OF TEN (10) BUSINESS

DAYS FOR REVIEW BY ENGINEER, UNLESS NOTED OTHERWISE IN DIVISION 1.

10. THE ELECTRICAL PORTION OF THE CONTRACT DOCUMENTS ARE COORDINATED WITH THE DESIGN BASIS EQUIPMENT SPECIFIED BY DIVISION 26 AND OTHER DIVISIONS. WHERE THE CONTRACTOR ELECTS TO SUBSTITUTE A PRODUCT IN LIEU OF PROVIDING THE DESIGN BASIS, AND SAID SUBSTITUTION IS ACCEPTED BY THE ENGINEER AND OWNER, THE CONTRACTOR SHALL MAKE ALL CORRECTIONS TO THE ELECTRICAL SYSTEM NECESSARY IN ORDER TO ENSURE A COMPLETE AND OPERATIONAL INSTALLATION OF THE EQUIPMENT AT NO ADDITIONAL COSTS. WHERE THE CONTRACTOR'S DESIGN SUBSTITUTION RESULTS IN THE NEED FOR THE ENGINEER TO REVISE THE CONTRACT DOCUMENTS, THE ENGINEER RESERVES THE RIGHT TO REQUEST COMPENSATION FROM THE CONTRACTOR FOR SAID SERVICES.

11. MAINTAIN A CURRENT AND ACCURATE SET OF PROJECT RECORD DOCUMENTS (AS-BUILTS) AT THE SITE THROUGHOUT THE DURATION OF THE PROJECT. RECORD DRAWINGS SHALL BE UPDATED EACH DAY TO REFLECT THE ACTUAL LOCATIONS, SIZES, ROUTING, ETC. OF EACH PORTION OF THE ELECTRICAL SYSTEMAFFECTED BY THIS WORK. A FINAL SET OF RECORD DOCUMENTS SHALL BE ISSUED TO THE ENGINEER FOR REVIEW AND THEN SUBMITTED TO THE OWNER WITHIN 30 DAYS AFTER THE DATE OF FINAL ACCEPTANCE. PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION INCLUDING SINGLE LINE DIAGRAM, POWER RISER DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM, SITE PLANS AND ALL

ELECTRICAL FLOOR PLANS, DETAILS, PANEL SCHEDULES, ETC.

WHERE THERE IS A DISCREPANCY BETWEEN ABOVE GENERAL NOTES AND SPECIFICATIONS, WHERE APPLICABLE, SPECIFICATIONS

SHALL BE FOLLOWED

APPLICABLE CODES:

ALL WORK UNDER THIS DIVISION SHALL BE IN STRICT COMPLIANCE AND IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE FOLLOWING CODES AND STANDARDS INCLUDING THE REGULATIONS OF GOVERNING LOCAL, STATE, COUNTY AND OTHER

APPLICABLE CODES. REFER TO SPECIFICATIONS FOR ADDITIONAL CODE REQUIREMENTS:

BUILDING CODES:

• FLORIDA BUILDING CODE, 8TH EDITION (2023)

• FLORIDA ENERGY CONSERVATION CODE, 8TH EDITION (2023)

• FLORIDA FIRE PREVENTION CODE, 8TH EDITION (2023)

ADDITIONAL CODES, STANDARDS, AND REQUIREMENTS

1. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI).

2. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE).

3. NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA).

4. REQUIREMENTS OF LOCAL POWER COMPANY.

5. THE AMERICANS WITH DISABILITIES ACT (ADA).

6. OWNER'S PUBLISHED DESIGN STANDARDS.

ALL MATERIALS SHALL BE NEW AND FREE OF DEFECTS, AND SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LAB, AS DEFINED BY OSHA. WHERE NO LABELING OR LISTING SERVICE IS AVAILABLE FOR CERTAIN TYPES OF EQUIPMENT, TEST DATA SHALL BE SUBMITTED TO VALIDATE THAT EQUIPMENT MEETS OF EXCEEDS AVAILABLE STANDARDS.

NATIONAL FIRE PROTECTION (NFPA) STANDARDS:.

• NFPA 70, 2020 EDITION, NATIONAL ELECTRICAL CODE®.

• NFPA 72, 2019 EDITION, NATIONAL FIRE ALARM AND SIGNALING CODE.

• NFPA 101, 2021 EDITION, LIFE SAFETY CODE®.

• NFPA 110, 2019 EDITION, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS.

• NFPA 111, 2019 EDITION, STANDARD ON STORED ELECTRICAL ENERGY EMERGENCY AND STANDBY POWER SYSTEMS.

APPLICABLE CODES

CONDUCTORS

1. CONDUCTOR SIZE SHALL BE ASSUMED TO BE #12 AWG MINIMUM OR OTHERWISE SIZED TO MEET NEC OR VOLTAGE DROP

REQUIREMENTS.

2. BRANCH CIRCUITS SHALL BE INCREASED IN SIZE AS REQUIRED TO COMPENSATE FOR VOLTAGE DROP FROM LENGTH OF CIRCUIT DUE TO FIELD ROUTING. FINAL INSTALLATION SHALL NOT EXCEED A MAXIMUM OF 3% VOLTAGE DROP FOR BRANCH CIRCUITS. REFER TO VOLTAGE DROP TABLE BELOW FOR CONDUCTOR SIZES FOR BRANCH CIRCUITS AS FOLLOWS:

A. 120V, 20A CIRCUITS SHALL BE:

i. #12 FROM 0-70 FT

ii. #10 FROM 71-115FT

iii. #8 FROM 116-180FT

B. 277V, 20A CIRCUITS SHALL BE:

i. #12 FROM 0-140FT

ii. #10 FROM 141-220FT

iii. #8 FROM 221-350FT

ANYTHING LONGER THAN THE ABOVE SHALL BE SUBMITTED TO THE ENGINEER WITH CALCULATIONS FOR APPROVAL.

3. CONDUCTORS IN CABINETS MUST BE CAREFULLY FORMED AND HARNESSED SO THAT EACH CONDUCTOR DROPS OFF

DIRECTLY OPPOSITE TO TERMINAL.

4. CONDUCTORS ARE BASED ON AMPACITIES FOR 60 OR 75 DEGREE CELSIUS TEMPERATURE RATING UP TO 100A OR UP TO #1

AWG AND 60 OR 75 DEGREE CELSIUS TEMPERATURE RATING ABOVE 100A OR ABOVE #1 AWG PER NEC 110.14(C)(1)(a)/(b) AND

TABLE 310.15(B)(16).

5. CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED, THHN/THWN-2 90 DEGREES CELSIUS; SOLID FOR #10 AWG AND

SMALLER; STRANDED FOR #8 AWG AND LARGER.

6. CONDUCTORS USED IN WET LOCATIONS, INCLUDING BUT NOT LIMITED TO UNDERGROUND CONDUITS/DUCTBANKS AND EXTERIOR CONDUITS SHALL COMPLY WITH NEC 310.10 AND BE LISTED FOR USE IN WET LOCATIONS.

7. POWER CIRCUITS HAVE BEEN DESIGNED TO MEET 2% OR LESS VOLTAGE DROP FOR FEEDERS, AND 3% OR LESS VOLTAGE

DROP FOR BRANCH CIRCUITS.

8. BRANCH CIRCUIT NEUTRALS SHALL BE DEDICATED UNLESS OTHERWISE NOTED. CIRCUITS SHARING A COMMON NEUTRAL MUST HAVE COMMON TRIP CIRCUIT BREAKERS TO ALLOW ALL TO BE TURNED OFF SIMULTANEOUSLY, AS PER NEC 210.4(B).

IDENTIFICATION

1. PROVIDE TYPED PANEL DIRECTORIES FOR ALL NEW PANELBOARDS, AND EXISTING PANELBOARDS AFFECTED BY THIS PROJECT.

DIRECTORIES SHALL REFLECT PROJECT AS-BUILT CONDITIONS FOR BRANCH CIRCUITS. DIRECTORIES SHALL INCLUDE WHERE EACH PANEL IS FED FROM. ADDITIONALLY, EACH BRANCH CIRCUIT LOAD DESCRIPTION SHALL INCLUDE THE ROOM NUMBER(S) FOR EACH LOAD (I.E., RECEPTACLES-RMS 501,503). ROOM NUMBERS SHALL BE BASED ON ACTUAL ROOM SIGNAGE INSTALLED IN FIELD. COORDINATE EXACT ROOM NUMBERS WITH ENGINEER AND OWNER PRIOR TO COMPLETION OF PANEL DIRECTORIES.

2. PROVIDE ENGRAVED PLASTIC LAMINATE NAME TAGS ON EACH SWITCHBOARD, DISTRIBUTION PANEL, PANELBOARD, SAFETY SWITCH, ENCLOSED CIRCUIT BREAKER, CABINET, STEP-DOWN TRANSFORMER, TRANSFER SWITCH, ETC., AND ANY OTHER

MAJOR COMPONENT OF THE ELECTRICAL SYSTEM.

3. PROVIDE ENGRAVED PLASTIC LAMINATE NAME TAGS FOR EACH DISTRIBUTION BREAKER OR BRANCH CIRCUIT BREAKER IN SWITCHBOARDS, AND OTHER DISTRIBUTION EQUIPMENT. NAME TAG SHALL INCLUDE LOAD DESCRIPTION AND ROOM NUMBER

FOR EACH LOAD.

4. ARC FLASH DANGER/WARNING LABELS SHALL BE APPLIED TO SWITCHBOARDS, PANELBOARDS, EQUIPMENT CONTROLLERS AND

OTHER DISTRIBUTION EQUIPMENT PER NEC.

5. PROVIDE LABELS ON THE INSIDE OF EACH DEVICE COVERPLATE, IDENTIFYING THE PANEL(S)/ CIRCUIT NUMBER(S) DEVICE IS

CONNECTED TO.

6. PROVIDE NEATLY, HANDWRITTEN IDENTIFICATION ON THE EXTERIOR COVER OF JUNCTION BOXES, PULLBOXES AND WIREWAYS, IDENTIFYING THE PANEL(S)/ CIRCUIT NUMBER(S) CONTAINED WITHIN.

7. PROVIDE A PERMANENT SIGN ON THE MAIN ELECTRICAL ROOM DOOR TO THE BUILDING STATING THAT THE MAIN SERVICE

DISCONNECTING MEANS IS LOCATED INSIDE.

8. PROVIDE A PERMANENT LABEL ON PANELBOARDS, SWITCHBOARDS, AND DISTRIBUTION PANELS STATING "DO NOT WORK ON

EQUIPMENT WHILE ENERGIZED. LOCK- OUT TAG-OUT REQUIRED".

9. PROVIDE REQUIRED IDENTIFICATION PER ANSI STANDARDS, NEC REQUIREMENTS, AND OWNER'S PUBLISHED DESIGN

STANDARDS WHERE APPLICABLE.

10. PROVIDE ENGRAVED PHENOLIC LABEL ON NEW SERVICE EQUIPMENT TO INDICATE THE MAXIMUM AVAILABLE FAULT CURRENT AND THE DATE THE FAULT CURRENT CALCULATION WAS PERFORMED. PROVIDE LABEL ON EXISTING SERVICE EQUIPMENT WHEN MODIFICATIONS OCCUR THAT AFFECT THE MAXIMUM AVAILABLE FAULT CURRENT AT THE SERVICE.

11. PROVIDE ARC FLASH HAZARD ANALYSIS PER NFPA 70E FOR ANY EQUIPMENT INCLUDED WITHIN THE SCOPE OF WORK. INCIDENT ENERGY VALUES SHALL BE INCLUDED ON THE ARC FLASH WARNING LABELS FOR EACH EQUIPMENT .

RACEWAYS

1. FLEXIBLE METAL CONDUIT AND LIQUID-TIGHT FLEXIBLE METAL CONDUIT (FMC & LFMC) SHALL NOT BE USED IN LENGTHS THAT EXCEED 6'-0" UNLESS SPECIFICALLY NOTED OTHERWISE, OR UNLESS THE ENGINEER GRANTS WRITTEN PERMISSION.

2. FEEDER AND BRANCH CIRCUIT CONDUCTORS, INCLUDING LOW VOLTAGE SYSTEMS, SHALL BE INSTALLED IN A COMPLETE

RACEWAY SYSTEM (CONDUIT) UNLESS SPECIFICALLY NOTED OTHERWISE.

3. THE USE OF ELECTRICAL NON-METALLIC TUBING (ENT) AND LIQUID-TIGHT FLEXIBLE NON-METALLIC CONDUIT (LFNC) ARE PROHIBITED UNLESS SPECIFICALLY NOTED OTHERWISE, OR UNLESS THE ENGINEER OR OWNER GRANTS WRITTEN

PERMISSION.

4. CONNECTIONS TO TRANSFORMERS SHALL BE FLEXIBLE METAL CONDUIT (FMC) FOR INDOOR, DRY LOCATIONS AND LIQUID-

TIGHT FLEXIBLE METAL CONDUIT (LFMC) FOR EXTERIOR OR INDOOR WET LOCATIONS.

5. PVC CONDUIT SHALL NOT BE USED INSIDE BUILDING UNLESS OTHERWISE NOTED. UNDERGROUND OR IN-SLAB

INSTALLATIONS ARE ACCEPTABLE. WHERE AN UNDERGROUND RACEWAY ENTERS A BUILDING OR STRUCTURE, IT SHALL BE SEALED AS PER NEC ARTICLES 230.8 AND 300.5(G). CONDUITS STUB-UPS WITHIN BUILDING SHALL BE MADE WITH GALVANIZED RIGID CONDUIT. NO NON-METALLIC RACEWAY ALLOWED WITHIN BUILDING (ASSEMBLY OCCUPANCY, NEC

ARTICLE 518)

6. CONDUIT TERMINATIONS AT TERMINAL BOARDS SHALL HAVE GROUNDING BUSHINGS AT CONDUIT ENDS.

7. CONDUITS SHALL BE CONCEALED UNLESS IMPOSSIBLE DUE TO EXISTING CONDITIONS (I.E., EXPOSED CEILINGS, BUILDING

EXTERIOR WALL RUNS). CONCEAL CONDUITS ABOVE CEILINGS OR IN WALLS AND MILLWORK. WHERE EXISTING CONDITIONS DICTATE THAT CONDUITS CANNOT BE CONCEALED, NOTIFY ENGINEER PRIOR TO INSTALLING CONDUIT FOR RESOLUTION

TO ROUTING.

8. SEAL PENETRATIONS AND OPENINGS MADE DURING EXECUTION OF WORK IN FIRE-RATED AND SMOKE-RATED WALLS.

WALLS SHALL BE SEALED WITH UL-APPROVED PRODUCT WITH THE SAME OR GREATER RATING OF WALL PENETRATED.

9. PROVIDE PENETRATIONS THROUGH FLOORS, WALLS, CEILINGS AND ROOFS WHERE REQUIRED. COORDINATE LOCATIONS

AND SIZES WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS, FIELD CONDITIONS AND WORK OF OTHER DIVISIONS/TRADES. PENETRATIONS THROUGH FLOORS, WALLS, CEILINGS AND ROOFS SHALL BE WATERTIGHT.

10. RACEWAYS THAT TURN UP THROUGH THE SLAB OR INTO ELECTRICAL EQUIPMENT FROM UNDERGROUND SHALL BE RIGID GALVANIZED STEEL (RGS) WITH BITUMASTIC COATING FOR AT LEAST THE FINAL 18" LENGTH. THE USE OF NON-METALLIC

CONDUIT ABOVE GRADE IS PROHIBITED.

11. PANEL SCHEDULES AND FLOOR PLANS MAY INDICATE DEDICATED HOMERUNS FOR EACH BRANCH CIRCUIT. BRANCH CIRCUITS MAY BE GROUPED IN A COMMON HOMERUNS WHERE THE HOMERUN DOES NOT EXCEED 3 PHASE CONDUCTORS, 3 NEUTRAL CONDUCTORS, AND 1 EQUIPMENT GROUND. THE HOMERUN RACEWAY SIZE AND CONDUCTOR SIZE SHALL BE INCREASED AS NECESSARY TO COMPLY WITH THE NEC FOR 40% MAXIMUM FILL AND DERATING REQUIREMENTS.

12. PROVIDE SEAL OFF FITTINGS, APPROVED FOR SUCH USE, WHERE RACEWAYS PENETRATE BETWEEN A DRY, CONDITIONED ENVIRONMENT AND THE EXTERIOR OR OTHER WET ENVIRONMENTS AND ADDITIONAL AREAS WHERE CONDUITS PASS FROM WARM TO COLD LOCATIONS SUCH AS WALK-IN COOLERS OR FREEZERS, BOILER ROOMS, ETC.

13. PROVIDE POLYOLEFIN JET-LINE #232 (NYLON PULL STRING) IN EACH EMPTY CONDUIT WITH ENGRAVED METAL TAG

INDICATING CONDUIT DESIGNATION.

14. HOMERUNS SHALL BE IN 3/4" RACEWAY MINIMUM. 1/2" RACEWAY IS ACCEPTABLE FOR A SINGLE CIRCUIT FROM THE

HOMERUN TO REMAINING DEVICES.

15. WHERE AN UNDERGROUND RACEWAY ENTERS A BUILDING OR STRUCTURE, IT SHALL BE SEALED AS PER NEC ARTICLES

230.8 AND 300.5(G).

GROUNDING

1. FIRE PROTECTION PIPING SHALL NOT BE USED FOR GROUNDING.

2. FEEDERS AND BRANCH CIRCUITS SHALL INCLUDE AN EQUIPMENT GROUND CONDUCTOR. METAL RACEWAYS SHALL NOT BE

USED AS THE SOLE EQUIPMENT GROUND.

3. WHERE A PHASE CONDUCTOR IS INCREASED IN SIZE DUE TO VOLTAGE DROP, THE EQUIPMENT GROUND CONDUCTOR SHALL BE

INCREASED IN SIZE PROPORTIONATELY.

4. PROVIDE A GROUND BUS BAR IN EACH ELECTRICAL ROOM IN EXISTING CONSTRUCTION WHERE THERE IS NONE INSTALLED

WITHIN AN EXISTING ROOM.

COORDINATION

1. VERIFY AND COORDINATE LOCATIONS OF ANY MISCELLANEOUS EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS WITH APPROVED SHOP DRAWINGS, OWNER-PROVIDED CUT SHEETS, MANUFACTURER'S INSTRUCTIONS, AND EQUIPMENT NAMEPLATE INFORMATION, PRIOR TO ROUGH IN, AND PROVIDE NECESSARY ELECTRICAL REQUIRED.

2. THIS PROJECT REQUIRES COORDINATION DRAWINGS BY THE CONTRACTOR. PARTICIPATE IN THE COORDINATION DRAWING PREPARATION PROCESS AND PROVIDE NECESSARY INFORMATION REQUIRED TO COORDINATE TRADE INFORMATION.

3. WORK ON THE ELECTRICAL SYSTEM REQUIRED BY THE CONTRACT DOCUMENTS SHALL BE COORDINATED WITH THE WORK OF OTHER DIVISIONS/TRADES PRIOR TO COMMENCEMENT OF WORK. AVOID INTERFERENCES WITH THE PROGRESS OF OTHER

DIVISIONS/TRADES.

4. REFER TO ARCHITECTURAL STRUCTURAL DRAWINGS FOR RELATED INFORMATION AND ADDITIONAL INSTALLATION

REQUIREMENTS TO BE PERFORMED AS PART OF THE WORK.

5. WHERE A DISCREPANCY OR CONFLICT IS FOUND BETWEEN ONE DRAWING AND ANOTHER, OR BETWEEN A DRAWING AND APPLICABLE SPECIFICATIONS, NOTIFY THE ENGINEER IMMEDIATELY IN WRITTEN FORM. IN GENERAL, THE MOST STRINGENT REQUIREMENT SHALL GOVERN UNLESS THE DISCREPANCY CONFLICTS WITH APPLICABLE CODES OR OWNER'S DESIGN

STANDARDS, WHEREIN THE CODE OR OWNER'S DESIGN STANDARDS SHALL GOVERN.

6. CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AND/OR SITE AFFECTED BY THIS WORK PRIOR TO SUBMITTING BID PRICE, SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT MAY AFFECT EXECUTION OF THE WORK. SUBMISSION OF A BID PRICE SHALL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT AND/OR MATERIALS REQUIRED DUE TO DIFFICULTIES ENCOUNTERED THAT COULD HAVE

BEEN REASONABLY OBSERVED WILL NOT BE RECOGNIZED.

7. COORDINATE PROJECT SCHEDULING AND PHASING REQUIREMENTS WITH ENGINEER AND OWNER PRIOR TO SUBMITTING BID PRICE. THIS PROJECT MAY REQUIRE PHASING SEQUENCES AND POTENTIAL PREMIUM TIME WORK AND ALL COSTS FOR SUCH SHALL BE INCLUDED IN THE BID PRICE. PROVIDE ADEQUATE WORK FORCE AND EQUIPMENT, AND INCLUDE PREMIUM TIME AS MAY BE REQUIRED IN ORDER TO ADHERE TO THE PROJECT SCHEDULE. ADDITIONALLY, ENSURE THAT LONG LEAD ITEMS DO

NOT IMPACT THE PROJECT'S SCHEDULE OR PHASING.

8. ANY TEMPORARY INTERRUPTION OF POWER REQUIRED FOR THE SYSTEM TIE-IN OR SWITCHOVER FOR ANY PORTION OF THE ELECTRICAL SYSTEM SHALL BE PRE-APPROVED IN WRITING BY THE OWNER AND SCHEDULED IN ADVANCE.

9. COORDINATE EXACT REQUIREMENTS WITH THE LOCAL UTILITY COMPANIES AND PROVIDERS (ELECTRIC) AND INCLUDE COSTS FOR PROVIDING TEMPORARY AND PERMANENT SERVICES REQUIRED FOR THIS PROJECT IN THE BID PRICE. BID PRICE SHALL INCLUDE, BUT NOT BE LIMITED TO, EXCAVATION, RACEWAYS, BACKFILL, EQUIPMENT, EQUIPMENT PADS, BACKBOARDS, METERS, GROUNDING, UTILITY ENGINEERING AND IMPACT FEES.

10. CONDUCT WORK OPERATIONS AND DEBRIS REMOVAL IN A MANNER THAT ENSURES MINIMUM INTERFERENCE WITH NORMAL BUSINESS OPERATIONS, TRAFFIC, PARKING, ETC. ONGOING IN ADJACENT OCCUPIED SPACES OR FACILITIES. PROVIDE ALL THAT IS REQUIRED TO EFFECTIVELY PROTECT SURROUNDING OCCUPANTS, EQUIPMENT, FINISHES, FURNITURE, ETC. FROM DAMAGE OR EXCESSIVE NOISE THROUGHOUT THE DURATION OF THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR ANY LOSSES OR ANY DAMAGE RESULTING FROM THE FAILURE TO ADHERE TO THIS REQUIREMENT. RESTORE DAMAGED ELEMENTS TO ORIGINAL CONDITION TO THE SATISFACTION OF THE ENGINEER AND OWNER, AT NO ADDITIONAL COSTS. REPORT OF ANY SUCH OCCURRENCE TO THE ENGINEER AND OWNER IMMEDIATELY AND AWAIT WRITTEN DIRECTION PRIOR TO PROCEEDING

WITH REPAIRS.

GENERAL REQUIREMENTS

1. THE CONSTRUCTION SEQUENCING / SCHEDULE IS PART OF THESE CONSTRUCTION DRAWINGS WHICH CONTAIN ADDITIONAL

REQUIREMENTS THAT ARE IN ADDITION TO WHAT ARE SHOWN ON THESE DRAWINGS.

2. THE DRAWINGS AND APPLICABLE SPECIFICATIONS SHALL BE CONSIDERED SUPPLEMENTARY, ONE TO THE OTHER AND ARE CONSIDERED THE "CONTRACT DOCUMENTS". WORKMANSHIP, METHODS AND/OR MATERIALS DESCRIBED OR IMPLIED BY ONE AND NOT DESCRIBED OR IMPLIED BY THE OTHER SHALL BE PROVIDED, FURNISHED OR PERFORMED AS IF IT HAD APPEARED IN BOTH SECTIONS. THE TERM "CONTRACT DOCUMENTS" DESCRIBED HEREIN IS NOT LIMITED SOLELY TO THE ELECTRICAL PORTION OF THE DRAWINGS AND SPECIFICATIONS, BUT ENCOMPASSES THE DRAWINGS AND SPECIFICATIONS OF ALL

DIVISIONS AS A WHOLE.

3. THE DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW EVERY DETAIL OF CONSTRUCTION, METHODS, MATERIALS AND EQUIPMENT, OR EXACT LOCATIONS, ROUTING, ETC. THEY INDICATE THE RESULT TO BE ACHIEVED BY THE ASSEMBLAGE OF SEVERAL SYSTEMS FOR A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM. DO NOT SCALE THE CONTRACT DOCUMENTS. COORDINATE EXACT EQUIPMENT LOCATIONS WITH THE ARCHITECTURAL, STRUCTURAL, CONTRACT DOCUMENTS, AS WELL AS FIELD CONDITIONS, APPROVED SHOP DRAWINGS AND WORK OF OTHER DIVISIONS/TRADES.

4. THE TERM "PROVIDE" USED IN THE CONTRACT DOCUMENTS INDICATES TO FURNISH AND INSTALL MATERIALS REQUIRED FOR

CORRECT INSTALLATION OF A COMPLETE SYSTEM, UNLESS SPECIFICALLY NOTED OTHERWISE.

5. UNLESS NOTED AS EXISTING, ELECTRICAL SYSTEMS AND DEVICES INDICATED ON THE CONTRACT DOCUMENTS SHALL BE NEW, SHALL BE U.L. LISTED, AND SHALL BEAR A U.L. LABEL. WHERE NO U.L. LABEL OR LISTING IS AVAILABLE, THE MATERIAL SHALL BE LISTED WITH AN APPROVED, NATIONALLY RECOGNIZED ELECTRICAL TESTING AGENCY AS DEFINED BY OSHA.

6. PROVIDE EXPERIENCED, QUALIFIED AND RESPONSIBLE SUPERVISION FOR WORK REQUIRED BY THE CONTRACT DOCUMENTS.

ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, TO THE SATISFACTION OF THE

ENGINEER AND OWNER.

7. CARRY INSURANCE REQUIRED TO PROTECT AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THIS

PROJECT.

8. GUARANTEE MATERIALS AND WORKMANSHIP ARE FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE ENGINEER AND OWNER, UNLESS NOTED OTHERWISE IN DIVISION 1. AT NO ADDITIONAL COSTS, PROVIDE THE CORRECTION OF ANY DEFECTS INCLUDING REPAIR OR REPLACEMENT.

9. INCLUDE COSTS ASSOCIATED WITH PERMITS, LICENSES, FEES, INSPECTIONS, TESTING AND TEMPORARY POWER IN THE BID

PRICE, UNLESS NOTED OTHERWISE.

10. IF HAZARDOUS MATERIALS ARE ENCOUNTERED, COMPLY WITH APPLICABLE RULES, REGULATIONS AND GUIDELINES CONCERNING REMOVAL, HANDLING, DISPOSAL AND PROTECTION AGAINST ENVIRONMENTAL EXPOSURE OR POLLUTION.

PROVIDE DOCUMENTATION OF SAID COMPLIANCE.

11. PROVIDE ELECTRONIC SUBMITTALS (PRODUCT DATA & SHOP DRAWINGS) FOR EACH MAJOR COMPONENT OF THE ELECTRICAL SYSTEM FOR REVIEW BY THE ENGINEER AND OWNER. MAJOR COMPONENTS INCLUDE, BUT ARE NOT LIMITED TO, RACEWAYS, BOXES, WIRE AND CABLE, EQUIPMENT, DEVICES, LIGHT FIXTURES, SWITCHGEAR, PANELBOARDS, CIRCUIT BREAKERS, SAFETY SWITCHES, FIRE ALARM SYSTEM, ETC. SUBMITTALS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR FOR CONFORMANCE WITH THE PROJECT REQUIREMENTS PRIOR TO SUBMITTING TO THE ENGINEER. ALLOW A MINIMUM OF TEN

(10) BUSINESS DAYS FOR REVIEW BY ENGINEER, UNLESS NOTED OTHERWISE IN DIVISION 1.

12. THE ELECTRICAL PORTION OF THE CONTRACT DOCUMENTS ARE COORDINATED WITH THE DESIGN BASIS EQUIPMENT SPECIFIED BY DIVISION 26 AND OTHER DIVISIONS. WHERE THE CONTRACTOR ELECTS TO SUBSTITUTE A PRODUCT IN LIEU OF PROVIDING THE DESIGN BASIS, AND SAID SUBSTITUTION IS ACCEPTED BY THE ENGINEER AND OWNER, THE CONTRACTOR SHALL MAKE CORRECTIONS TO THE ELECTRICAL SYSTEM NECESSARY IN ORDER TO ENSURE A COMPLETE AND OPERATIONAL INSTALLATION OF THE EQUIPMENT AT NO ADDITIONAL COSTS. WHERE THE CONTRACTOR'S DESIGN SUBSTITUTION RESULTS IN THE NEED FOR THE ENGINEER TO REVISE THE CONTRACT DOCUMENTS, THE ENGINEER RESERVES THE RIGHT TO REQUEST

COMPENSATION FROM THE CONTRACTOR FOR SAID SERVICES.

13. MAINTAIN A CURRENT AND ACCURATE SET OF PROJECT RECORD DOCUMENTS (AS-BUILTS) AT THE SITE THROUGHOUT THE DURATION OF THE PROJECT. RECORD DRAWINGS SHALL BE UPDATED EACH DAY TO REFLECT THE ACTUAL LOCATIONS, SIZES, ROUTING, ETC. OF EACH PORTION OF THE ELECTRICAL SYSTEM AFFECTED BY THIS WORK. A FINAL SET OF RECORD DOCUMENTS SHALL BE ISSUED TO THE ENGINEER FOR REVIEW AND THEN SUBMITTED TO THE OWNER WITHIN 30 DAYS AFTER THE DATE OF FINAL ACCEPTANCE. PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION INCLUDING SINGLE LINE DIAGRAM, POWER RISER DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM, SITE PLANS AND ELECTRICAL FLOOR

PLANS, DETAILS, PANEL SCHEDULES, ETC.

14. PROVIDE AN OPERATING AND MAINTENANCE MANUAL TO OWNER PRIOR TO THE FINAL ACCEPTANCE. THE MANUAL SHALL INCLUDE, AS A MINIMUM, (1) SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE, (2) PROVIDE TWO OPERATIONS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS AND METHOD OF OPERATION FOR EQUIPMENT SHALL BE CLEARLY IDENTIFIED, AND THE NAME, PHONE NUMBER AND ADDRESS OF AT LEAST ONE QUALIFIED

SERVICE AGENCY.

15. INCLUDE IN BID COSTS FOR EXCAVATION, SAW CUTTING, DIRECTIONAL BORING, CORE DRILLING, BACKFILLING, SURFACE RESTORATION, REPAIR OF FINISHES, ETC. THAT IS REQUIRED IN ORDER TO MEET THE PROJECT REQUIREMENTS.

16. INCLUDE IN BID COSTS ASSOCIATED WITH TEMPORARY ELECTRICAL SERVICE AS REQUIRED FOR USE BY TRADES DURING CONSTRUCTION. REMOVE TEMPORARY POWER AT THE COMPLETION OF THE PROJECT. OBTAIN AND PAY FOR REQUIRED PERMITS FOR TEMPORARY POWER. ENGINEER OF RECORD SHALL BE PROVIDED WITH ADDITIONAL COMPENSATION FROM THE CONTRACTOR WHERE SIGNED & SEALED DRAWINGS ARE REQUESTED BY THE CONTRACTOR TO THE ENGINEER OF RECORD IF

REQUIRED BY THE AHJ FOR THE TEMPORARY POWER.

17. PRIOR TO TRENCHING IN ANY AREA LOCATE, IDENTIFY, PROTECT AND DOCUMENT UTILITY…