Y22-765_Goldenrod_Rec_Center_Drawings.pdf

COVER SHEET

T-0.1

OCTOBER 18, 2021

GOLDENROD PARK MAGIC GYM

HANSON PROFESSIONAL SERVICES INC.

720 N. Maitland Ave., Suite 102

Maitland, FL 32751

(407) 622-2050

4863 N. GOLDENROD ROAD

ORLANDO, FL 32792

PROJECT LOCATION

PROJECT LOCATION

CODES IN EFFECT AT TIME OF

DRAWING SUBMITTAL

FLORIDA BUILDING CODE, SEVENTH EDITION (2020)

FLORIDA ENERGY CONSERVATION CODE, SEVENTH EDITION

(2020)

FLORIDA ACCESSIBILITY CODE, SEVENTH EDITION (2020)

FLORIDA FIRE PREVENTION CODE, SEVENTH EDITION (2020)

NFPA 1 FIRE CODE, 2012 EDITION

NFPA 101 (LIFE SAFETY CODE) 2012 EDITION WITH FL

AMENDMENTS

NFPA 13 (2007 EDITION)

NEC (NFPA 70) 2014 EDITION

TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE

PLANS AND SPECIFICATIONS COMPLY WITH THE 2017

FLORIDA BUILDING CODE WITH ALL CURRENT

AMENDMENTS.

PROJECT INFORMATION

1.

2.

3.

4.

SCOPE OF WORK

CONTRACTOR SHALL PROVIDE AND INSTALL ALL

WORK AND MATERIALS NECESSARY FOR A

COMPLETE AND OPERABLE STANDBY POWER

SYSTEM UPON PROJECT COMPLETION.

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

CONSULTANTS

EB0007061

AA0003116

IB0001058

SHEET TITLE

REVIEWED BY:

DRAWN BY:

DESIGN BY:

PROJECT NO:

ISSUE:

© Copyright Hanson Professional Services Inc. 2020

54321 6

E

D

C

B

A

54321 6

MARK DATE DESCRIPTION

720 N. Maitland Ave., Suite 102 Maitland, FL 32751

(407) 622-2050

(407) 622-2051

GOLDENROD PARK

MAGIC GYM

STANDBY

GENERATOR

INSTALLATION

4863 N. GOLDENROD

ROAD

ORLANDO, FL 32792

10/18/2021 18G0011B-1300

DLH

TAGS

SP

SEAL

This item has been digitally signed and sealed by Salvador Perez P.E. on the date listed using a digital signature.

Printed copies of this document are not considered sign and sealed and the SHA authentication code must be verified on any electronic copies.

ISSUED FOR BIDDING

CONSTRUCTION DOCS

CONSTRUCTION DOCUMENTS

SCOPE OF WORK ENCOMPASS AN OWNER PROVIDED

CONTRACTOR INSTALLED STANDBY POWER GENERATOR

SYSTEM FOR THIS ORANGE COUNTY GOVERNMENT MAGIC

GYM FACILITY. STANDBY POWER GENERATOR WILL

PROVIDE THE MEANS FOR PERMANENT EMERGENCY

POWER GENERATION TO THE EXISTING ELECTRICAL SERVICE

EQUIPMENT FEEDING THE FACILITY AS NECESSARY TO

MAINTAIN ELECTRICAL SERVICES IN OPERATION DURING

TIMES OF EXTENDED POWER OUTAGES DUE TO

HURRICANES OR OTHER INCLEMENT WEATHER OR

UNFORESEEN EVENTS.

CONSTRUCTION DOCUMENTS AND SPECIFICATIONS

INCLUDE THE DESIGN AND WORK NECESSARY TO

INTERCEPT THE EXISTING FACILITY ELECTRICAL SERVICE FOR

THE INSTALLATION OF THE OWNER PROVIDED STANDBY

POWER GENERATOR AND ASSOCIATED CONTRACTOR

PROVIDED AND INSTALLED POWER TRANSFER EQUIPMENT

TO SERVE THE FACILITY ELECTRICAL POWER SYSTEM.

NEW EXTERIOR AUTOMATIC TRANSFER SWITCH TO BE

PROVIDED AND INSTALLED TO REPLACE THE EXISTING

MANUAL TRANSFER SWITCH DOWNSTREAM OF THE

EXISTING MAIN SERVICE DISCONNECTING MEANS AT THE

FACILITY. THE EXISTING SECONDARY SERVICE FEEDERS WILL

BE INTERCEPTED AT THE EXISTING MANUAL TRANSFER

SWITCH AND CONNECTED TO THE NEW AUTOMATIC

TRANSFER SWITCH. CONTRACTOR SHALL SCHEDULE AND

COORDINATE ALL POWER OUTAGES WITH THE OWNER AND

LOCAL POWER COMPANY AS NECESSARY TO COMPLETE

THE WORK. ADDITIONAL EQUIPMENT AND FEEDERS SHALL

BE PROVIDED AND INSTALLED BY THE CONTRACTOR AS

INDICATED IN THESE CONSTRUCTION DOCUMENTS TO

COMPLETE THE STANDBY GENERATOR INSTALLATION.

STANDBY POWER GENERATOR

INDEX OF DRAWINGS

ELECTRICAL & CIVIL ENGINEERINGCAD CONSULTANT

STRUCTURAL ENGINEERING

AutoCAD SHX Text Copyright © 2020 by Hanson Professional Services Inc. All rights reserved. This 2020 by Hanson Professional Services Inc. All rights reserved. This document is intended solely for the use of the individual or the entity to which it is addressed. The information contained in this document shall not be duplicated, stored electronically, or distributed, in whole or in part, without the express written permission of Hanson Professional Services Inc., 1525 S. Sixth St., Springfield, IL 62703, (217) 788-2450, www.hanson-inc.com. Unauthorized reproduction or transmission of any part of this document is a violation of federal law.

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ELECTRICAL SITE PLAN

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ELECTRICAL GENERATOR LOCATION PLAN

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EXISTING ELECTRICAL DISTRIBUTION SYSTEM - ONE-LINE DIAGRAM

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NEW ELECTRICAL DISTRIBUTION SYSTEM - ONE-LINE DIAGRAM

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ELECTRICAL LEGEND AND GENERAL NOTES

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ELECTRICAL GENERATOR SITE PLAN DETAILS

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TITLE AND COVER SHEET

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STRUCTURAL NOTES, PLAN AND DETAILS

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CIVIL SITE PLAN

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CIVIL DETAILS

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ELECTRICAL GENERATOR EQUIPMENT DETAILS

AutoCAD SHX Text SPECIAL CONSTRUCTION SCHEDULE NOTE: ORANGE COUNTY DESIRES TO HAVE GENERATOR POWER AVAILABLE AS SOON AS POSSIBLE IN THE EVENT OF A HURRICANE OR SIMILAR INCLEMENT WEATHER EVENT. ORANGE COUNTY WOULD LIKE TO AT LEAST HAVE THE GENERATOR PERMANENTLY SET IN PLACE ON ITS CONCRETE PAD, GENERATOR STARTUP COMPLETED WITH TANK FUELED AND READY FOR OPERATION AS SOON AS POSSIBLE IN THE CONSTRUCTION PROCESS WITH TEMPORARY CONNECTING CABLES AVAILABLE ON SITE TO CONNECT FROM THE GENERATOR TO THE EXISTING MANUAL TRANSFER SWITCH IN THE EVENT OF A HURRICANE WHILE CONSTRUCTION IS UNDERWAY. CONTRACTOR SHALL REVIEW AND COORDINATE SHELTER POWER NEEDS WITH OWNER AS NECESSARY TO PROVIDE STANDBY POWER SERVICES DURING INCLEMENT WEATHER.

AutoCAD SHX Text GENERATOR DELIVERY AND MOVEMENT TO SITE NOTE: ORANGE COUNTY INTENDS TO TAKE DELIVERY OF THE PRE-PURCHASED GENERATORS AT THE COUNTY WAREHOUSE FACILITIES LOCATED AT 1651 N. ORANGE BLOSSOM TRAIL IN ORLANDO, FL 32804. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH ORANGE COUNTY FOR THE MOVEMENT OF THE PRE-PURCHASED GENERATOR FOR THIS PROJECT LOCATION FROM THE COUNTY WAREHOUSE LOCATION TO THE SITE ONCE THE CONCRETE GENERATOR PAD AND ASSOCIATED UTILITIES ARE IN PLACE TO ACCEPT INSTALLATION OF THE NEW GENERATOR. THE CONTRACTOR SHALL PROVIDE TRANSPORTATION OF THE GENERATOR FROM THE COUNTY WAREHOUSE TO THE SITE AS WELL AS SUPPLYING CRANES FOR BOTH PICKING UP THE GENERATOR FROM THE COUNTY WAREHOUSE FACILITY AND FOR THE SETTING/INSTALLATION OF THE GENERATOR AT THE SITE. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION, FINAL CONNECTIONS, FUELING, TESTING, AND CARE OF THE GENERATOR FROM THE TIME OF MOVEMENT FROM THE COUNTY WAREHOUSE TO THE SITE UNTIL FINAL COMPELETION OF THE PROJECT.

AutoCAD SHX Text GENERAL SITE CONDITIONS/SURVEYING NOTES: GENERATOR IS NOT LOCATED IN ANY FLOOD ZONE. FLOOD ZONE STUDIES OF THE SITE WERE CONDUCTED DURING DESIGN. FLOOD ZONE STUDY INFORMATION CAN BE MADE AVAILABLE TO THE CONTRACTOR AWARDED THE PROJECT UPON REQUEST IF NEEDED. THE CONTRACTOR MAY HAVE SURVEYING RESPONSIBILITIES BUT ONLY IN AS MUCH AS MAY BE NECESSARY TO PROPERLY LOCATE THE GENERATOR COMPOUND FENCING, GENERATOR CONCRETE SLAB, OR OTHER MINOR ALTERATIONS PARTICULAR TO THE SITE AS NECESSARY TO COMPLETE THE WORK OF THE CONSTRUCTION DOCUMENTS.

AutoCAD SHX Text GENERAL PROJECT CONTRACT NOTES: 1. ORANGE COUNTY HAS NOTED THAT DAVIS-BACON WAGES ARE EFFECTIVE FOR THE PROJECT. ORANGE COUNTY HAS NOTED THAT DAVIS-BACON WAGES ARE EFFECTIVE FOR THE PROJECT. CONTRACTOR SHALL OBTAIN THE PROJECT SPECIFIC WAGE INFORMATION FROM THE OWNER AS NECESSARY FOR THE WORK OF THESE CONTRACT DOCUMENTS. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING ANY SEPARATE THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING ANY SEPARATE SUB-CONTRACT/TRADE PERMITS THAT MAY BE REQUIRED FOR COMPLETION OF THE PROJECT. ORANGE COUNTY (OWNER) WILL PAY FOR ALL PERMITS, LICENSES, AND FEES IMPOSED BY THE WORK/ PROJECT BY AGENCIES OF THE ORANGE COUNTY BOARD OF COMMISSIONERS. 3. THIS PROJECT IS ONE OF EIGHT SEPARATE BUT SIMILAR PROJECTS BEING CONSTRUCTED BY THIS PROJECT IS ONE OF EIGHT SEPARATE BUT SIMILAR PROJECTS BEING CONSTRUCTED BY ORANGE COUNTY UNDER THIS DESIGN PROFESSIONAL'S CONTRACT. THE CONTRACTOR SHALL NOTE THAT SINCE ALL PROJECTS ARE INTENDED TO BE CONSTRUCTED CONCURRENTLY, THE PROJECT SCHEDULE (NUMBER OF DAYS TO COMPLETION) WILL RUN CONCURRENTLY FOR ALL EIGHT PROJECTS AND MANPOWER, CONCRETE SCHEDULING, GENERATOR DELIVERIES, AND OTHER CRITICAL PATH CONSTRUCTION EVENTS MAY BE IMPACTED FOR CONTRACTORS THAT COULD BE AWARDED MULTIPLE PROJECTS AND CONTRACTOR SHALL PLAN ACCORDINGLY FOR MAINTAING CONCURRENT CONSTRUCTION SCHEDULES IF SUCCESSFUL IN THEIR BIDS FOR MULTIPLE PROJECTS. 4. THE GENERATOR INDICATED IN THESE CONSTRUCTION DOCUMENTS IS BEING PROVIDED BY THE THE GENERATOR INDICATED IN THESE CONSTRUCTION DOCUMENTS IS BEING PROVIDED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ALL OTHER ASPECTS OF THE GENERATOR DELIVERY TO THE SITE AND SUBSEQUENT INSTALLATION AS NECESSARY FOR A COMPLATE AND OPERABLE SYSTEM AS SHOWN IN THESE CONSTRUCTION DOCUMENTS. 5. DAILY SITE SECURITY IS NOT FORESEEN AS A REQUIREMENT FOR THIS PROJECT HOWEVER, THE DAILY SITE SECURITY IS NOT FORESEEN AS A REQUIREMENT FOR THIS PROJECT HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR SECURING THE PROJECT WORK AREA(S) AT THE END OF EACH DAY UNTIL THE WORK IS SUBSTANTIALLY COMPLETE. SEE SECTION 01 01 00 OF THE CONTRACT SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY TOILETS, DRINKING WATER FOR ITS CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY TOILETS, DRINKING WATER FOR ITS EMPLOYEES, AND TEMPORARY POWER FOR CONSTRUCTION IF PERMANENT POWER IS NOT READILY AVAILABLE. OTHER ITEMS INDICATED IN SECTION 01 50 00 OF THE CONTRACT SPECIFICATIONS ARE GENERALLY NOT NECESSARY OR APPLICABLE TO THIS PROJECT PER ORANGE COUNTY (OWNER). 6. CONTRACTOR IS RESPONSIBLE FOR TERMITE CONTROL/TREATMENT UNDER THE GENERATOR SLAB(S) CONTRACTOR IS RESPONSIBLE FOR TERMITE CONTROL/TREATMENT UNDER THE GENERATOR SLAB(S) UNDER PROJECT CLOSEOUT REQUIREMENTS. OTHERWISE, NO OTHER PEST CONTROL IS REQUIRED.

8' -8

6'

-5

4' -1

1"

31'-6"

3'-0" SINGLE MAN GATE

6" CRUSHED LIMESTONE

ON FILTER FABRIC

PROPOSED VINYL COATED

CHAIN LINK FENCE

CONCRETE SLAB

SEE SHEET S-2.1

SAW CUT EXISTING SIDEWALK (TYP)

DEMO EXISTING SIDEWALK TO

LIMITS OF PROPOSED

SIDEWALK

PROPOSED 50 L.F. SIDEWALK

5' WIDTH

PROPOSED DOUBLE

SWING GATE

EXISTING CURB

4' 4' 23'-6"

EXISTING WALL

DEMO EXISTING CURB TO LIMITS

OF DOUBLE SWING GATE TO

ALLOW FULL GATE OPERABILITY

8'

Civil Site Plan

C-1.1

N

S

W E

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

CONSULTANTS

EB0007061

AA0003116

IB0001058

SHEET TITLE

REVIEWED BY:

DRAWN BY:

DESIGN BY:

PROJECT NO:

ISSUE:

© Copyright Hanson Professional Services Inc. 2020

54321 6

E

D

C

B

A

54321 6

MARK DATE DESCRIPTION

720 N. Maitland Ave., Suite 102 Maitland, FL 32751

(407) 622-2050

(407) 622-2051

GOLDENROD PARK

MAGIC GYM

STANDBY

GENERATOR

INSTALLATION

4863 N. GOLDENROD

ROAD

ORLANDO, FL 32792

10/18/2021 18G0011B-1300

DS

DS

DAW

ISSUED FOR BIDDING

CONSTRUCTION DOCS

1" = 5'

GENERAL NOTES:

CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS PRIOR TO ALL CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD REGARDING ANY DIFFERENCES IN THE SITE CONDITIONS.

LIMITS OF CONSTRUCTION TO BE DETERMINED BY CONTRACTOR DURING ON-SITE INSPECTION.

APPROVED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING, EXCAVATION, FILLING, OR OTHER LAND-DISTURBING ACTIVITIES EXCEPT THOSE OPERATIONS

NEEDED TO INSTALL SUCH MEASURES.

CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS CONCERNING EROSION AND SEDIMENT CONTROL. ADDITIONAL MEASURES MAY BE REQUIRED BY THE ENVIRONMENTAL INSPECTOR TO CONTROL SEDIMENTS. ANY ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES REQUIRED TO PREVENT

SEDIMENTS FROM LEAVING THE SITE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CONTINUOUSLY MAINTAINED BY THE CONTRACTOR

DURING THE CONSTRUCTION PHASE OF THE PROJECT.

IN THE EVENT OF A CONFLICT BETWEEN THESE PLANS AND ANY APPLICABLE LOCAL CODES, THE LOCAL CODES

WILL GOVERN.

SECURED MOBILIZATION AREAS FOR THIS PROJECT WILL BE DETERMINED PRIOR TO CONSTRUCTION THROUGH

AGREEMENT BETWEEN THE CONTRACTOR AND THE LOCAL GOVERNMENT.

COARSE AGGREGATE SHALL BE CA-57 CRUSHED LIMESTONE PER FDOT STANDARD SPECS SECTION 901.

GEOTEXTILE FABRIC SHALL BE TYPE D3 PER FDOT STANDARDS SPECS SECTION 514.

PROPOSED TOP OF SLAB ELEVATIONS FOR REFERENCE USE ONLY. CONTRACTOR SHALL VERIFY SITE CONDITIONS, INCLUDING GRADING OF THE SITE, AND SHALL CONTACT THE ENGINEER OF RECORD FOR

ALTERNATE ELEVATIONS.

CONTRACTOR SHALL RESTORE TO ORIGINAL CONDITION ALL PROJECT DISTURBED SOIL, SOD, SIDEWALKS, ASPHALT, CURBS, GUTTERS, AND UTILITIES AFFECTED BY THIS PROJECT. ASPHALT CUTS SHALL BE RESTORED WITH CONCRETE PER OWNER'S DIRECTION. ASPHALT COLD PATCH SHALL NOT BE USED PER OWNERS

DIRECTION.

AutoCAD SHX Text Copyright © 2020 by Hanson Professional Services Inc. All rights reserved. This 2020 by Hanson Professional Services Inc. All rights reserved. This document is intended solely for the use of the individual or the entity to which it is addressed. The information contained in this document shall not be duplicated, stored electronically, or distributed, in whole or in part, without the express written permission of Hanson Professional Services Inc., 1525 S. Sixth St., Springfield, IL 62703, (217) 788-2450, www.hanson-inc.com. Unauthorized reproduction or transmission of any part of this document is a violation of federal law.

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GRAPHIC SCALE IN FEET

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R

4 x 4 - W2.9 x W2.9

WELDED WIRE

FABRIC

4" JOINT FILLER

CONTROL JOINT

STANDARD SIDWALK DETAIL

FINISHED GRADE 6" CA-57

CRUSHED LIMESTONE

POST DIA. 10"POST DIA. 10" POST DIA. 8"

10'-0" MAXIMUM 10'-0" MAXIMUM

CHAIN LINK FENCE DETAIL

C-1.2

NOTES:

N.T.S

LINE POST DETAIL GATE, CORNER, OR TERMINATION POST DETAIL

WIRE TIES FOR TOP OR BRACE RAIL TENSION BAND

BAND FOR WIRE STRETCHING

TERMINATION OR GATE POST DETAIL

WIRE TIE POST DETAIL

DOOR

SINGLE MAN GATE

N.T.S. N.T.S. N.T.S.

N.T.S.N.T.S.N.T.S.

N.T.S. N.T.S.

DOUBLE SWING GATE DETAIL

N.T.S.

DROP RECEIVER DETAIL

N.T.S.

3000 PSI

CONCRETE

4'-0" 4'-0"

BOX OUT (TYP)

8" GATE FRAME

SCH.40

CENTER STOP

12"X12"X12"

(SEE DETAIL 10)

PAVEMENT

FINISHED GRADE

8" ADJ.

TRUSS RODS

3" GATE POST

SCH.40(TYP) GATE

CORNER

C-1.2 C-1.2

C-1.2 C-1.2 C-1.2

C-1.2 C-1.2 C-1.2

C-1.2

C-1.2

3,000 PSI CONCRETE

FDOT SECTION 347

PORTLAND CEMENT

CONCRETE-CLASS NS

EXISTING GROUND

EXISTING GROUND

D3 FILTER FABRIC

FINISHED GRADE 6" CA-57

CRUSHED LIMESTONE

NATIVE SOIL COMPACTED TO 95%

MAXIMUM DRY DENSITY,

STANDARD PROCTOR

NATIVE SOIL COMPACTED TO 95%

MAXIMUM DRY DENSITY, STANDARD

PROCTOR

3000 PSI CONCRETE (TYP)

FDOT SECTION 347

LINE POST

TOP AND BOTTOM OF FABRIC SHALL

BE TWISTED AND KNUCKLED

#9 GUAGE VINYL

COATED FABRIC

1. ALL CHAIN LINK FENCING FABRIC SHALL BE VINYL COATED. COLOR: BLACK

2. ALL POSTS AND ACCESSORIES SHALL BE PAINTED BLACK TO MATCH FABRIC COLOR.

COILED SPRING

REINFORCING WIRE

BRACE

TRUSS ROD

8" MINIMUM DIA.

CORNER POST BRACE POST

TOP RAIL

TOP OR BRACE RAIL,

TIE WIRE 24" ON

CENTER MAX

FABRIC

8" CARRIAGE BOLT

STRETCHER BAR

(WIRE SIMILAR)

STRETCHER BAR TO

ENGAGE EACH FABRIC LINE

FABRIC

8" CARRIAGE BOLT

TENSION BAND TO BE

4" MAX. FROM TOP & BOTTOM

5 PER BAR EQUALLY SPACED < 15"

8" CARRIAGE BOLT

COIL SPRING WIRE

TIE WIRE 24"

ON CENTER MAX

FABRIC

LATCH

FLUSH W/CA-57 CRUSHED LIMESTONE

ENCASE 1" PVC SLEEVE

IN CONCRETE FOR DROP

RECIEVER

CONCRETE SHALL BE CROWNED 1"

ABOVE NATURAL GROUND AT

ALL POSTS (TYP)

3,000 PSI CONCRETE

FDOT SECTION 347

PORTLAND CEMENT

CONCRETE-CLASS NS

D3 FILTER FABRIC

FDOT INDEX 550-002

INSIDE OF SITEOUTSIDE OF SITE

FDOT INDEX 550-002

INSIDE OF SITEOUTSIDE OF SITE

Civil Details

C-1.2

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

CONSULTANTS

EB0007061

AA0003116

IB0001058

SHEET TITLE

REVIEWED BY:

DRAWN BY:

DESIGN BY:

PROJECT NO:

ISSUE:

© Copyright Hanson Professional Services Inc. 2020

54321 6

E

D

C

B

A

54321 6

MARK DATE DESCRIPTION

720 N. Maitland Ave., Suite 102 Maitland, FL 32751

(407) 622-2050

(407) 622-2051

GOLDENROD PARK

MAGIC GYM

STANDBY

GENERATOR

INSTALLATION

4863 N. GOLDENROD

ROAD

ORLANDO, FL 32792

10/18/2021 18G0011B-1300

DS

DS

DAW

ISSUED FOR BIDDING

CONSTRUCTION DOCS

GENERAL NOTES

1. THE FABRIC, POSTS, FASTENINGS, FITTINGS AND OTHER ACCESSORIES FOR CHAIN LINK FENCE

SHALL MEET THE REQUIREMENTS OF FDOT INDEX 550-002, FENCE TYPE B

2. STEEL MATERIALS SHALL BE HOT-DIPPED GALVANIZED

3. THE BASE METAL OF THE FABRIC SHALL BE A GOOD COMMERCIAL QUALITY 9-GAUGE STEEL WIRE.

4. THE FABRIC SHALL BE OF UNIFORM QUALITY AND SHALL BE 6-FOOT HIGH WITH A 2-INCH MESH

SIZE AND SHALL BE BLACK VINYL COATED.

5. ALL POSTS AND RAILS AND MISCELLANEOUS FITTINGS SHALL BE PAINTED BLACK.

6. POST CAPS, DESIGNED TO PROVIDE A DRIVE FIT OVER THE TOP OF THE TUBULAR POST TO

EXCLUDE MOISTURE, SHALL BE PROVIDED.

7. THE FABRIC SHALL NOT BE PLACED UNTIL THE POSTS HAVE BEEN PERMANENTLY POSITIONED

AND CONCRETE FOUNDATIONS HAVE ATTAINED ADEQUATE STRENGTH. THE FABRIC SHALL BE

PLACED BY SECURING ONE END AND APPLYING SUFFICIENT TENSION TO REMOVE ALL SLACK

BEFORE MAKING PERMANENT ATTACHMENTS AT INTERMEDIATE POINTS.

8. THE FABRIC SHALL BE FASTENED TO ALL CORNER, END AND PULL POSTS BY SUBSTANTIAL AND

APPROVED MEANS. TENSION FOR STRETCHING THE FABRIC SHALL BE APPLIED BY MECHANICAL

FENCE STRETCHERS.

9. SWING GATES SHALL BE TWO, 4-FOOT WIDE DOUBLE-HUNG GATES AS INDICATED ON THE

DRAWINGS AND HINGED TO SWING THROUGH 180 DEGREES FROM CLOSED TO OPEN.GATES

SHALL BE COMPLETE WITH LATCHES, LOCKING DEVICE, STOPS KEEPER, HINGES, FABRIC AND

BRACES. EACH GATE OPENING SHALL HAVE BOX OUTS FOR HAND ACCESS TO INSTALL CHAIN AND LOCKS FOR SECURING GATES. GATES SHALL BE THE SAME HEIGHT AS THE FENCE AND THE GATE

FABRIC SHALL BE THE SAME AS THE FENCE FABRIC.

10. GATE LEAVES SHALL HAVE TRUSS RODS OR INTERMEDIATE BRACES. TO PROVIDE RIGID

CONSTRUCTION, FREE FROM SAG OR TWIST.

11. ALL WORK SHALL BE IN ACCORDANCE WITH DRAWING, SPECIFICATIONS, AND INDUSTRY

STANDARDS.

12. CONCRETE SHALL BE A STRENGTH OF 3,000 PSI AND BE IN ACCORDANCE OF FDOT 347 PORTLAND

CEMENT CONCRETE - CLASS NS

13. EXPOSED EDGES SHALL BE ROUNDED WITH A 1/2" EDGING TOOL.

14. SURFACE SHALL BE BROOMED FINISH PERPENDICULAR TO TRAVEL WAY.

15. EXPANSION JOINTS SHALL BE EVENLY SPACED AT A MAXIMUM OF TWENTY-FEET (20').

16. EXPANSION JOINT MATERIAL SHALL BE 3/4" PREFORMED JOINT FILLER TO BE INSTALLED 1/2"

BELOW THE SURFACE OF THE SIDE WALK AND HAVE A ONE PART SELF LEVELING

URETHANE SEALANT INSTALLED TO LEVEL SURFACE.

17. CONTROL JOINTS SHALL BE EVENLY SPACED AT A MAXIMUM SPACING EQUAL TO THE WIDTH OF THE SIDEWALK. CONTROL JOINTS SHALL BE 1/8" WIDE BY 1-1/2" IN DEPTH. REINFORCING STEEL

FOR THE SIDEWALK SHALL CONTINUE THROUGH THE CONTROL JOINT.

18. SUBGRADE SHALL BE COMPACTED TO A FIRM EVEN SURFACE, TRUE TO GRADE AND CROSS

SECTION, AND MOIST WHEN CONCRETE IS PLACE.

19. PROVIDE ADEQUATE WORKING CLEARANCES ABOUT ELECTRICAL EQUIPMENT, INCLUDING BUT

NOT LIMITED TO ENGINE GENERATORS AND ASSOCIATED EQUIPMENT, PER THE REQUIREMENTS

OF NATIONAL ELECTRICAL CODE 110.26 “SPACES ABOUT ELECTRICAL EQUIPMENT”.

ADJUST/INCREASE CLEARANCE FROM FENCE TO ENGINE GENERATORS AND ASSOCIATED

EQUIPMENT TO PROVIDE PROPER WORKING CLEARANCES.

20. PROVIDE CONSPICUOUS WARNING SIGNS AT EACH GATE FORBIDDING UNQUALIFIED PERSONS TO

ENTER THE FENCED AREA AROUND OF THE ENGINE GENERATOR TO COMPLY WITH NATIONAL

ELECTRICAL CODE 110.27 “GUARDING OF LIVE PARTS”. SIGNS SHALL BE LABELED “DANGER

STANDBY GENERATOR AUTOMATICALLY STARTS DURING POWER OUTAGE, THIS AREA

RESTRICTED TO AUTHORIZED PERSONNEL ONLY” OR SIMILAR NOTE. SIGNS SHALL MEET OSHA

STANDARDS AND THE AUTHORITY OF JURISDICTION. PROVIDE A SIGN FOR EACH GATE AND/OR

POINT OF ENTRY.

21. PROVIDE LOCKS ON EACH GATE TO PREVENT UNQUALIFIED PERSONS TO ENTER THE FENCED

AREA AROUND OF THE ENGINE GENERATOR. ACCESS TO THE FENCED AREA AROUND OF THE

ENGINE GENERATOR SHALL BE LIMITED TO QUALIFIED AUTHORIZED PERSONNEL ONLY.

22. ALL NON-CURRENT-CARRYING METAL PARTS OF FIXED, PORTABLE, AND MOBILE EQUIPMENT AND

ASSOCIATED FENCING, HOUSINGS, AND SUPPORTING STRUCTURES SHALL BE GROUNDED IN

ACCORDANCE WITH NATIONAL ELECTRICAL CODE 250.190 GROUNDING OF EQUIPMENT, AND

OTHER APPLICABLE SECTIONS OF NATIONAL ELECTRICAL CODE.

23. FENCE AROUND THE STANDBY GENERATOR AND ASSOCIATED EQUIPMENT SHALL BE GROUNDED.

THERE SHALL BE A GROUND LOCATED NEAR EACH GATE IN EACH SECTION OF THE FENCE

ADJACENT TO THE GATE. FENCE UNDER A POWER LINE SHALL BE GROUNDED BY THREE

GROUNDS; ONE DIRECTLY UNDER THE CROSSING AND ONE ON EACH SIDE 25 FEET TO 50 FEET

AWAY. A SINGLE GROUND SHALL BE LOCATED DIRECTLY UNDER EACH TELEPHONE WIRE OR

CABLE CROSSING. THE GROUND WIRE SHALL BE CONNECTED TO THE FENCE FABRIC AND

TENSION WIRE WITH UL LISTED FENCE FABRIC GROUND CLAMPS; BURNDY CAT. NO. FFGC6,

HARGER CAT, NO. FGC6 OR APPROVED. GROUNDING CONNECTORS SHALL BE SIZED AND

SUITABLE FOR THE RESPECTIVE APPLICATION. CONNECTIONS TO GROUND RODS SHALL BE WITH

UL LISTED GROUNDING CONNECTORS SUITABLE FOR DIRECT BURIAL IN EARTH OR EXOTHERMIC

WELD TYPE CONNECTORS, CADWELD BY PENTAIR ERICO PRODUCTS, INC., THERMOWELD BY

CONTINENTAL INDUSTRIES, INC., ULTRAWELD BY HARGER, OR APPROVED EQUAL. EXOTHERMIC

WELD CONNECTIONS SHALL BE INSTALLED IN CONFORMANCE WITH THE RESPECTIVE

MANUFACTURER'S DIRECTIONS USING MOLDS SUITABLE FOR EACH RESPECTIVE APPLICATION.

GROUND RODS FOR FENCING SHALL BE 5/8-IN. DIAMETER BY 8 FEET LONG (MINIMUM), UL-LISTED, COPPER-CLAD. THE GROUND WIRE USED TO BOND THE FENCE FABRIC AND TENSION WIRE TO

THE GROUND ROD SHALL BE #6 AWG (MINIMUM) BARE SOLID COPPER CONDUCTOR. FENCE

GROUNDING SHALL BE CONNECTED TO THE GROUNDING ELECTRODE SYSTEM AT THE ENGINE

GENERATOR SITE TO MAINTAIN EQUAL POTENTIAL.

24. MAKE SURE THE FENCE HAS ADEQUATE CLEARANCE FROM THE ENGINE GENERATOR EXHAUST TO

PREVENT DAMAGE DUE TO HEAT SOURCE.

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AutoCAD SHX Text Copyright © 2020 by Hanson Professional Services Inc. All rights reserved. This 2020 by Hanson Professional Services Inc. All rights reserved. This document is intended solely for the use of the individual or the entity to which it is addressed. The information contained in this document shall not be duplicated, stored electronically, or distributed, in whole or in part, without the express written permission of Hanson Professional Services Inc., 1525 S. Sixth St., Springfield, IL 62703, (217) 788-2450, www.hanson-inc.com. Unauthorized reproduction or transmission of any part of this document is a violation of federal law.

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R

23'-6"

8' -8

12" SLAB-ON-GRADE REINF. W/#5 @ 12" O.C. EACH WAY TOP AND BOTTOM

G.C. TO COORDINATE SLAB SIZE WITH MANUFACTURER'S REQUIREMENTS.

1/S-2.1

TYP.

1/S-2.1

TYP.

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

CONSULTANTS

EB0007061

AA0003116

IB0001058

SHEET TITLE

REVIEWED BY:

DRAWN BY:

DESIGN BY:

PROJECT NO:

ISSUE:

© Copyright Hanson Professional Services Inc. 2020

54321 6

E

D

C

B

A

54321 6

MARK DATE DESCRIPTION

720 N. Maitland Ave., Suite 102 Maitland, FL 32751

(407) 622-2050

(407) 622-2051

GOLDENROD PARK

MAGIC GYM

STANDBY

GENERATOR

INSTALLATION

4863 N. GOLDENROD

ROAD

ORLANDO, FL 32792

18G0011B-1300

SEAL

Printed copies of this document are not considered sign and sealed and the SHA authentication code must be verified on any electronic copies.

LBB

MR

SA

CERTIFICATE OF AUTHORIZATION No. 27343 LAURA BARBERO-BUFFA, P.E. No. 74027

1214 EAST CONCORD STREET

ORLANDO, FLORIDA 32803

P: 407.377.7227

Engineering + Construction | CGC 1521662

CONSULTANTS

This item has been digitally signed and sealed by Laura Isabel Barbero Buffa, P.E. on the date listed using a digital signature.

10/18/2021

ISSUED FOR BIDDING

CONSTRUCTION DOCS

TO

T

H E

BE

ST

O F

TH

E

EN

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IN

EE

R 'S

K N

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G E, T H

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AN

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PL

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W

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D E

STRUCTURAL NOTES,

PLAN AND DETAILS

S-2.1

GENERAL

1. NO PROVISION OF ANY REFERENCED STANDARD SPECIFICATION, MANUAL OR CODE (WHETHER OR

NOT SPECIFICALLY INCORPORATED BY REFERENCE IN THE CONTRACT DOCUMENTS) SHALL BE

EFFECTIVE TO CHANGE THE DUTIES AND RESPONSIBILITIES OF OWNER, CONTRACTOR, DESIGN

PROFESSIONAL, SUPPLIER, OR ANY OF THEIR CONSULTANTS, AGENTS, OR EMPLOYEES FROM

THOSE SET FORTH IN THE CONTRACT DOCUMENTS. NOR SHALL IT BE EFFECTIVE TO ASSIGN TO

THE DESIGN PROFESSIONAL OF RECORD OR ANY OF THE DESIGN PROFESSIONAL OF RECORD'S

CONSULTANTS, AGENTS, OR EMPLOYEES ANY DUTY OR AUTHORITY TO SUPERVISE OR DIRECT THE

FURNISHING OR PERFORMANCE OF THE WORK OR ANY DUTY OR AUTHORITY TO UNDERTAKE

RESPONSIBILITIES CONTRARY TO THE PROVISIONS OF THE CONTRACT DOCUMENTS.

2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN ALL CONTRACT DOCUMENTS AND

LATEST ADDENDA AND TO SUBMIT SUCH DOCUMENTS TO ALL SUBCONTRACTORS AND MATERIAL

SUPPLIERS PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS, FABRICATION OF ANY STRUCTURAL MEMBERS, AND ERECTION IN THE FIELD.

3. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND, EXCEPT WHERE SPECIFICALLY SHOWN, 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, AND SEQUENCE.

4. REFERENCE TO STANDARD SPECIFICATIONS OF ANY TECHNICAL SOCIETY, ORGANIZATION, OR

ASSOCIATION OR TO CODES OF LOCAL OR STATE AUTHORITIES, SHALL MEAN THE LATEST

STANDARD, CODE, SPECIFICATION OR TENTATIVE SPECIFICATION ADOPTED AT THE DATE OF

TAKING BIDS, UNLESS SPECIFICALLY STATED OTHERWISE.

5. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF

PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC, OR OTHER STANDARDS. WHERE A CONFLICT

OCCURS WITHIN THE CONTRACT DOCUMENTS, THE STRICTEST REQUIREMENT SHALL GOVERN.

6. MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE.

7. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ELECTRICAL, SHOP

DRAWINGS AND SPECIFICATIONS. CONTRACTOR SHALL COORDINATE THE STRUCTURAL

DOCUMENTS WITH THE ELECTRICAL DOCUMENTS. DESIGN PROFESSIONAL SHALL BE NOTIFIED OF

ANY DISCREPANCY OR OMISSION. FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS

SEE THE ELECTRICAL DRAWINGS.

8. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE

STARTING WORK. DESIGN PROFESSIONAL SHALL BE NOTIFIED OF ANY DISCREPANCY.

9. OPENINGS THROUGH SLABS FOR CONDUIT SHALL BE COORDINATED BY THE CONTRACTOR.

CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND

PROCEDURES OF CONSTRUCTION.

10. THE STRUCTURE IS STABLE ONLY IN ITS COMPLETED FORM. TEMPORARY SUPPORTS REQUIRED

FOR STABILITY DURING ALL INTERMEDIATE STAGES OF CONSTRUCTION SHALL BE DESIGNED,

FURNISHED, AND INSTALLED BY THE CONTRACTOR.

11. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA REGULATIONS.

12. REVIEW OF SUBMITTALS OR SHOP DRAWINGS BY THE DESIGN PROFESSIONAL DOES NOT RELIEVE

THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW AND CHECK ALL SUBMITTALS AND

SHOP DRAWINGS BEFORE SUBMITTING TO THE DESIGN PROFESSIONAL. CONTRACTOR REMAINS

SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF

SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN

THE CONTRACT DOCUMENTS.

13. CONTRACTOR TO ISSUE REQUEST FOR INFORMATION (RFI) FOR ANY INFORMATION NOT

CLEAR/NOT SHOWN IN THE DRAWINGS.

14. DO NOT SCALE DRAWINGS.

15. ANY MATERIALS OR PRODUCTS SUBMITTED FOR APPROVAL THAT ARE DIFFERENT FROM THE

MATERIAL OR PRODUCTS SPECIFIED IN THE STRUCTURAL CONTRACT DOCUMENTS WILL BE

APPROVED ONLY IF THE FOLLOWING CRITERIA ARE SATISFIED:

a. A COST SAVINGS TO THE OWNER IS DOCUMENTED AND SUBMITTED WITH THE REQUEST.

b. THE MATERIAL OR PRODUCT HAS BEEN APPROVED BY THE INTERNATIONAL CODE COUNCIL (ICC)

AND THE ICC REPORT IS SUBMITTED WITH THE REQUEST.

c. THE ICC ESR THAT IS SUBMITTED MUST REFERENCE THE BUILDING CODE UNDER WHICH THE

PROJECT IS PERMITTED. ICC REPORTS THAT HAVE BEEN DISCONTINUED AT THE TIME OF

PRODUCT INSTALLATION WILL NOT BE ACCEPTED.

SUBMITTALS NOT SATISFYING THE ABOVE CRITERIA WILL NOT BE CONSIDERED. REFER TO

SPECIFICATIONS FOR SUBSTITUTION PROCEDURES. BASE CONSULTANTS, INC. RETAINS THE RIGHT TO

REJECT ANY SUBSTITUTION REQUESTS.

CODE/DESIGN CRITERIA

1. STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FOLLOWING:

§ FLORIDA BUILDING CODE 2020.

§ ASCE 7-16

2. DESIGN WIND LOADS:

ULTIMATE WIND SPEED 150 MPH

NOMINAL WIND SPEED 115 MPH

RISK CATEGORY IV

EXPOSURE C

ULTIMATE LATERAL PRESSURE ON GENERATOR: 41.56 PSF (24.94 PSF NOMINAL). ULTIMATE UPLIFT

PRESSURE ON GENERATOR: 48.42 PSF (29.06 PSF NOMINAL). THESE PRESSURES ACT

SIMULTANEOUSLY ON THE EQUIPMENT.

REINFORCED CONCRETE

1. ALL CONCRETE SHALL CONFIRM TO THE REQUIREMENTS OF ACI 301- SPECIFICATIONS FOR

STRUCTURAL CONCRETE FOR BUILDINGS.

2. STANDARDS:

· DESIGN - ACI318

· DETAILS - ACI315

· MATERIALS - ACI 301

3. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE CURRENT "ACI MANUAL OF CONCRETE

PRACTICE".

4. CONCRETE 28 DAY COMPRESSIVE STRENGTH AND DENSITY REQUIREMENTS:

USAGE STRENGTH TYPE

ALL CONCRETE 4000 NWT

a. INDICATED CONCRETE TYPES SHALL BE PROPORTIONED FOR MAXIMUM WATER CEMENT RATIO

OF 0.52.

b. NWT = NORMAL WEIGHT CONCRETE

c. ALL CONCRETE SHALL HAVE ALLOWABLE UNIT SHRINKAGE OF 0.03% AT 28 DAYS. (SEE ASTM

C157)

d. EXTERIOR CONCRETE SLABS SHALL HAVE 4% TO 6% ENTRAINED AIR

e. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE I OR II.

f. ALL AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL MEET ASTM C 33.

5. REINFORCING STEEL

a. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTED

OTHERWISE ON THE DRAWINGS.

b. REINFORCEMENT SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 315.

c. REINFORCEMENT SHALL BE SECURELY PLACED TO PREVENT DISPLACEMENT DURING

CONCRETE PLACEMENT. PROVIDE THE CONCRETE COVER FOR REINFORCING PER TABLE 3.3.2.3

OF ACI 301-2010, UNLESS SPECIFICALLY DETAILED OTHERWISE.

d. REINFORCING STEEL COVERAGE SHOULD CONFORM TO THE REQUIREMENTS ACI 318 UNLESS

SPECIFIED OTHERWISE ON THE DRAWINGS. THE REINFORCING STEEL DETAILER SHALL ADJUST

REINFORCING STEEL CAGE SIZES AT INTERSECTING STRUCTURAL MEMBERS AS REQUIRED TO

ALLOW CLEARANCE FOR INTERSECTING REINFORCING BAR LAYERS WITH MINIMUM SPECIFIED

COVER.

e. CHAMFER ALL PERMANENTLY EXPOSED CONCRETE EDGES 3/4-INCH, UNO.

f. ALUMINUM SHALL NOT BE EMBEDDED IN ANY CONCRETE.

POST-INSTALLED ANCHORS

1. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS.

2. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER OF RECORD PRIOR TO USING

POST-INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST-IN-PLACE ANCHORS.

3. CARE SHALL BE GIVEN TO AVOID CONFLICTS WITH EXISTING REBAR. HOLES SHALL BE DRILLED

AND CLEANED PER THE MANUFACTURER'S INSTRUCTIONS. ANCHORS SHALL BE INSTALLED PER

THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGE

DISTANCES AND/OR SPACINGS INDICATED IN THE MANUFACTURER'S LITERATURE. CONTACT

MANUFACTURER PRIOR TO ANCHOR INSTALLATION, IF TRAINING IS REQUIRED.

4. UNLESS SPECIFIED OTHERWISE, ANCHORS SHALL BE EMBEDDED IN THE APPROPRIATE SUBSTRATE

WITH A MINIMUM EMBEDMENT OF 8 TIMES THE NOMINAL ANCHOR DIAMETER OR THE EMBEDMENT

REQUIRED TO SUPPORT THE INTENDED LOAD.

5. DRILLING, CORING, SAW CUTTING AND ETC. INTO EXISTING CONCRETE SHALL MEET LATEST OSHA

REGULATIONS FOR SILICA DUST EXPOSURE

6. ACCEPTABLE PRODUCTS ARE:

a. "CRACKED CONCRETE" MECHANICAL ANCHORS:

· "HILTI KB-TZ" BY HILTI.

· "STRONG-BOLT" BY SIMPSON STRONG-TIE.

b. "CRACKED CONCRETE" ADHESIVE ANCHORS:

· "HIT RE500-SD" BY HILTI.

SUBMITTALS

1. THE GENERAL CONTRACTOR SHALL PREPARE A DETAILED LIST AND SCHEDULE OF ALL SUBMITTAL

ITEMS TO BE SENT TO THE STRUCTURAL ENGINEER PRIOR TO THE START OF CONSTRUCTION.

2. GENERAL CONTRACTORS SHALL REVIEW AND STAMP ALL SHOP DRAWINGS BEFORE SUBMITTING FOR REVIEW. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND/OR ENGINEER AND

HAVE THE ENGINEER'S SHOP DRAWING APPROVAL STAMP AFFIXED PRIOR TO FABRICATION.

FABRICATION AND ERECTION SHALL BE FROM REVIEWED SHOP DRAWINGS.

3. A RECORD SET OF APPROVED SHOP DRAWINGS SHALL BE KEPT IN THE FIELD BY THE GENERAL

CONTRACTOR.

4. ANY DEVIATION FROM, ADDITION TO, SUBSTITUTION FOR, OR MODIFICATION TO THE STRUCTURE

OR ANY PART OF THE STRUCTURE DETAILED ON THE CONTRACT DOCUMENTS SHALL BE

SUBMITTED IN WRITING TO THE ENGINEER FOR REVIEW. SHOP DRAWINGS SUBMITTED FOR REVIEW DO NOT CONSTITUTE “IN-WRITING” UNLESS IT IS CLEARLY NOTED THAT SPECIFIC CHANGES ARE

BEING SUGGESTED.

5. THE OMISSION FROM THE SHOP DRAWINGS OF ANY MATERIALS REQUIRED BY THE CONTRACT

DOCUMENTS TO BE FURNISHED SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY

OF FURNISHING AND INSTALLING SUCH MATERIALS, REGARDLESS OF WHETHER THE SHOP

DRAWINGS HAVE BEEN REVIEWED AND APPROVED.

6. THE USE OF ELECTRONIC FILES OR REPRODUCTIONS OF THESE CONTRACT DOCUMENTS BY ANY

CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF

PREPARATION OF SHOP DRAWINGS SIGNIFIES THEIR ACCEPTANCE OF ALL INFORMATION SHOWN

HEREON AS CORRECT, AND OBLIGATES THEMSELVES TO ANY JOB EXPENSE, REAL OR IMPLIED,

RISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON.

7. REQUEST FOR INFORMATION (RFI) SHALL BE ORIGINATED BY THE CONTRACTOR AND SHALL BE

SUBMITTED TO THE ENGINEER VIA ARCHITECT OR DIRECTLY TO ENGINEER WHEN APPROVED BY

ARCHITECT. RFI SHALL BE SUBMITTED IN A PROMPT MANNER TO AVOID DELAYS IN THE

CONTRACTORS WORK.

8. RFI RESPONSES ARE NOT INTENDED TO AUTHORIZE ANY INCREASE IN CONSTRUCTION COST, SCHEDULE OR CONFLICT WITH APPLICABLE STANDARDS OR CODES. IT IS THE RESPONSIBILITY OF

THE CONTRACTOR TO NOTIFY DESIGN TEAM IMMEDIATELY OF ANY PERCEIVED COST, SCHEDULE

OR SCOPE IMPACTS.

9. SUBMITTALS BY THE CONTRACTOR ARE NOT A PART OF THE CONTRACT DOCUMENTS.

10. CONTRACTOR SHALL DIRECT SPECIFIC ATTENTION ON THE SUBMITTAL TO ANY DEVIATION FROM

THE CONTRACT DOCUMENTS. CONTRACTOR SHALL STAMP AND SIGN SHOP DRAWINGS AND

PRODUCT DATA, AND SIGN OR INITIAL EACH SAMPLE TO CERTIFY COMPLIANCE WITH

REQUIREMENTS OF CONTRACT DOCUMENTS. SUBMITTALS RECEIVED WITHOUT THE

CONTRACTOR'S STAMP OF REVIEW WILL BE RETURNED TO THE CONTRACTOR FOR REVIEW AND

RESUBMITTAL.

11. WORK REQUIRING SHOP DRAWINGS, WHETHER CALLED FOR BY THE CONTRACT DOCUMENTS OR

REQUESTED BY THE CONTRACTOR, SHALL NOT COMMENCE UNTIL THE SUBMISSION HAS BEEN

REVIEWED BY THE DESIGN PROFESSIONAL. WORK MAY COMMENCE IF THE CONTRACTOR VERIFIES

THE ACCURACY OF THE DESIGN PROFESSIONAL'S CORRECTIONS AND NOTATIONS AND COMPLIES

WITH THEM WITHOUT EXCEPTION AND WITHOUT REQUESTING CHANGE IN CONTRACT SUM OR

CONTRACT TIME. A COPY OF THE MARKED STRUCTURAL SHOP DRAWINGS WITH THE DESIGN

PROFESSIONAL'S REVIEW STAMP IS TO BE MAINTAINED AT THE JOB SITE.

12. THE FOLLOWING SHOP DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR FOR THE

ENGINEER'S REVIEW:

§ CONCRETE MIX DESIGNS

§ REINFORCING STEEL

§ POST-INSTALLED ANCHORS - PRODUCT DATA

ABBREVIATIONS

JT JOINT

P or PL P.S.F.

P.S.I.

REINF

REQ'D

STL

STD

GA.

GALV

EQ.

EXT

E.W.

GALVANIZE

GAGE, GAUGE

EQUAL

EXTERIOR

EACH WAY

EA.

E.J.

E.F.

EL.

EXPANSION JOINT

ELEVATION

EACH FACE

EACH

L

STEEL

STANDARD

REINFORCE(D) (ING)

PLATE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

LSH

LSV

L.S.H.

MAX

MECH

O.C.

OPNG

OPP

CONC

CONT

COL

C.M.U. CONCRETE MASONRY UNIT

CONCRETE

CONTINUOUS

COLUMN

A.I.S.C. AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

A.B.

A.C.I. AMERICAN CONCRETE INSTITUTE

ANCHOR BOLT

OPENING

ON CENTER

OPPOSITE

MAXIMUM

MECHANICAL

LONG SIDE HORIZONTAL

LONG SLOTTED HOLES

LONG SIDE VERTICAL

WELDED WIRE REINFORCEMENT

VERTICAL

W/ WITH

WWR

VERT

C or CL CENTERLINE

DWG

DWL

DIA

DOWEL

DRAWING

DIAMETER

C.J. CONSTRUCTION JOINT

OR CONTROL JOINT

BOTT. BOTTOM

HORIZ HORIZONTAL

NTS NOT TO SCALE

REQUIRED

MIN. MINIMUM

U.N.O. UNLESS NOTED OTHERWISE

= REVISION MARK

= ELEVATION MARK ON DETAILS

= SECTION MARK ON DETAILS

SHEET NO.

SECTION NO.

STRUCTURAL SYMBOLS

SHEET NO.

SECTION NO.

= SECTION CUT ON PLANS

SECTION

0/S-00

NEW 12" SLAB-ON-GRADE

REINF. W/#5 @ 12" O.C.

EACH WAY TOP AND

BOTTOM

S-2.1

GENERATOR SLAB DETAIL

SCALE: N.T.S.

4" CHAMFER

(TYP.)

3" C

LR

2" CLR.

2" C

LR

SCALE:

02 GENERATOR SLAB PLAN

0 1' 2' 4'

1/2"=1'-0"

ATTACHMENT TO

CONCRETE FOUNDATION BY

STAIR/PLATFORM

MANUFACTURER

3'-0" 3"

C

LR

. T

YP

3'-0"x3'-0"x12"

FOUNDATION REINF.

W/(4)-#5 EA. WAY BOTTOM

BARS

NOTES:

1. COAT ALL METALS IN CONTACT WITH CONCRETE WITH BITUMINOUS PAINT ON THE

CONTACT SURFACE. NEOPRENE GASKETS CAN BE PROVIDED IN LIEU OF BITUMINOUS

PAINT.

1' -0

T.O. GRADE

T.O. FOUNDATION

S2-1

STAIR PLATFORM FOUNDATION

SCALE: 1" = 1'-0"

AutoCAD SHX Text Copyright © 2020 by Hanson Professional Services Inc. All rights reserved. This 2020 by Hanson Professional Services Inc. All rights reserved. This document is intended solely for the use of the individual or the entity to which it is addressed. The information contained in this document shall not be duplicated, stored electronically, or distributed, in whole or in part, without the express written permission of Hanson Professional Services Inc., 1525 S. Sixth St., Springfield, IL 62703, (217) 788-2450, www.hanson-inc.com. Unauthorized reproduction or transmission of any part of this document is a violation of federal law.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3/4" = 1'-0"

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

CONSULTANTS

EB0007061

AA0003116

IB0001058

SHEET TITLE

REVIEWED BY:

DRAWN BY:

DESIGN BY:

PROJECT NO:

ISSUE:

© Copyright Hanson Professional Services Inc. 2020

54321 6

E

D

C

B

A

54321 6

MARK DATE DESCRIPTION

720 N. Maitland Ave., Suite 102 Maitland, FL 32751

(407) 622-2050

(407) 622-2051

GOLDENROD PARK

MAGIC GYM

STANDBY

GENERATOR

INSTALLATION

4863 N. GOLDENROD

ROAD

ORLANDO, FL 32792

10/18/2021 18G0011B-1300

DLH

TAGS

SP

SEAL

This item has been digitally signed and sealed by Salvador Perez P.E. on the date listed using a digital signature.

Printed copies of this document are not considered sign and sealed and the SHA authentication code must be verified on any electronic copies.

ISSUED FOR BIDDING

CONSTRUCTION DOCS

2 GENERATOR SITE LOCATION

NOT TO SCALE

1 NOT TO SCALE

BUILDING SITE LOCATION

ELECTRICAL LEGEND

ABBREVIATIONS ELECTRICAL SYMBOLS

GENERAL SYMBOLS

ELECTRICAL GENERAL NOTES

ELECTRICAL LEGEND

& GENERAL NOTES

E-0.1

AutoCAD SHX Text Copyright © 2020 by Hanson Professional Services Inc. All rights reserved. This 2020 by Hanson Professional Services Inc. All rights reserved. This document is intended solely for the use of the individual or the entity to which it is addressed. The information contained in this document shall not be duplicated, stored electronically, or distributed, in whole or in part, without the express written permission of Hanson Professional Services Inc., 1525 S. Sixth St., Springfield, IL 62703, (217) 788-2450, www.hanson-inc.com. Unauthorized reproduction or transmission of any part of this document is a violation of federal law.

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DISCONNECT SWITCH

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FLUSH ELECTRICAL POWER OR APPLIANCE PANEL

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ARROWHEAD INDICATES HOMERUN TO PANEL -

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NUMBER AND SIZE OF CONDUCTORS AS PER

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N.E.C. NUMBERS DENOTE PANEL AND CIRCUIT

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QUAD (2-20A DUPLEX) RECEPTACLE MTD 6"

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REFERENCED NOTES

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DEMOLITION HATCHING - INDICATES ITEMS TO

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BE REMOVED UNLESS OTHERWISE NOTED

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ITEMS SHOWN DASHED AND RELATIVELY LIGHT

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ARE EXISTING UNLESS NOTED OTHERWISE

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REVISION CLOUD AND REFERENCE NUMBER

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CENTERLINE

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ROOM NUMBERS

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SECTION/DETAIL DESIGNATIONS

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EQUIPMENT DESIGNATION

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TOP = EQUIPMENT TAG

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X = SECTION (LETTER) OR DETAIL (NUMBER)

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Y = SHEET WHERE DETAIL/SECTION IS REFERENCED

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Z = SHEET WHERE DETAIL/SECTION IS SHOWN

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BOTTOM = EQUIPMENT NUMBER

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TAG

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NOTE: SOME SYMBOLS SHOWN IN ELECTRICAL LEGEND MAY NOT APPLY TO THIS PROJECT.

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ELECTRICAL METER

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CIRCUIT BREAKER

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FUSE

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MOTOR

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CONTACTOR

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JUNCTION BOX

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SPECIAL RECEPTACLE, SEE POWER PLANS

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240V OUTLET

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TO CENTER ABOVE BACKSPLASH.

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CONDUIT RUN

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ASC - APPLICATION SPECIFIC CONTROLLER

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ATC - AUTOMATIC TEMPERATURE CONTROL

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FAAP - FIRE ALARM ANNUNCIATOR PANEL

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GAP - GENERATOR ANNUNCIATOR PANEL

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FT - FOOT OR FEET

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HP - HORSE POWER

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FTU - FAN TERMINAL UNIT

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GFI - GROUND FAULT INTERRUPTING

AutoCAD SHX Text G or GND - GROUND

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HZ - HERTZ (CYCLES PER SECOND)

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FCU - FAN COIL UNIT

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FLA - FULL LOAD AMPS

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EM - EMERGENCY

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EWC - ELECTRIC WATER COOLER

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EWH - ELECTRIC WATER HEATER

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EX - EXISTING

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EXTR - EXISTING TO REMAIN

AutoCAD SHX Text %%dF - DEGREES FAHRENHEIT

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FACP - FIRE ALARM CONTROL PANEL

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FATC - FIRE ALARM TERMINAL CABINET

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EPO - EMERGENCY POWER OFF

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CT - COOLING TOWER

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EF - EXHAUST FAN

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EDH - ELECTRIC DUCT HEATER

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ELEC - ELECTRIC OR ELECTRICAL

AutoCAD SHX Text %%dC - DEGREES CENTIGRADE

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C - CONDUIT

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CB - CIRCUIT BREAKER

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CCTV - CLOSED CIRCUIT TELEVISION

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D/D - DUSK TO DAWN

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CONC - CONCRETE

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COND - CONDUCTOR

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DN - DOWN

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- ALUMINUM

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- AIR CONDITIONING

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- ABOVE FINISHED FLOOR

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- AIR HANDLING UNIT

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AC - ALTERNATING CURRENT

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AFG - ABOVE FINISHED GRADE

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ATS - AUTOMATIC TRANSFER SWITCH

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BG - BELOW GRADE

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ABCLG - ABOVE CEILING

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APPROX - APPROXIMATELY

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BLDG - BUILDING

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AHU

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AFF

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AL

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FLUORESCENT FIXTURE, WALL MOUNTED

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SHADING INDICATES EMER. LIGHT FIXTURE

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RECESSED DOWN LIGHT

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FLUORESCENT STRIP FIXTURE

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FLUORESCENT FIXTURE

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INDICATOR CIRCUIT

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C=CEILING MOUNTED GFI=GROUND FAULT

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QUAD (2-20A DUPLEX) RECEPTACLE

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GFI=GROUND FAULT INDICATOR CIRCUIT

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SS=SURGE SUPRESSION IG=ISOLATED GND.

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DUPLEX RECEPTACLE 20A. C = CEILING MTD.

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ABOVE BACKSPLASH. H=HORIZONTAL MOUNTED

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DUPLEX RECEPTACLE 20A MTD 6" TO CENTER

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INDICATES FIXTURE TYPE. SEE LIGHTING FIXTURE SCHEDULE.

AutoCAD SHX Text "a" - LOWER CASE LETTER ADJACENT TO LIGHT FIXTURE

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"A" - CAPITAL LETTER ADJACENT TO LIGHT FIXTURE SYMBOL

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SYMBOL INDICATES SWITCHING WHERE APPLICABLE.

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%%ULIGHTING SYMBOL NOTES:

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WALL MOUNTED FIXTURE

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3-WAY TOGGLE SWITCH

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4-WAY TOGGLE SWITCH

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SPST TOGGLE SWITCH

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PTAC - PACKAGED TERMINAL AIR CONDITIONER

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UL - UNDERWRITER'S LABORATORIES

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WH - WATER HEATER

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VAV - VARIABLE AIR VOLUME

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VFD - VARIABLE FREQUENCY DRIVE

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WP - WEATHERPROOF

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TYP - TYPICAL

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RLA - RUNNING LOAD AMPS

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SHT - SHEET

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SF - SUPPLY FAN

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RTU - ROOF TOP UNIT

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UGE - UNDERGROUND ELECTRIC

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TTC - TELEPHONE TERMINAL CABINET

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TTB - TELEPHONE TERMINAL BOARD

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ST - SHUNT TRIP

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R - RELOCATE

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MTD - MOUNTED

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POAU - PACKAGED OUTDOOR AIR UNIT

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OAU - OUTDOOR AIR HANDLING UNIT

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P - PUMP

AutoCAD SHX Text PH or %%C - PHASE

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NTS - NOT TO SCALE

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OHE - OVERHEAD ELECTRIC

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NO - NORMALLY OPEN

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NL - NIGHT LIGHT

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NF - NON-FUSED

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NIC - NOT IN CONTRACT

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NC - NORMALLY CLOSED

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MCB - MAIN CIRCUIT BREAKER

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MIN - MINIMUM

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MAX - MAXIMUM

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MH - MANHOLE

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MDF - MAIN DISTRIBUTION FRAME

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MCA - MINIMUM CIRCUIT AMPACITY

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MLO - MAIN LUGS ONLY

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GFI=GROUND FAULT INDICATOR CIRCUIT

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SS=SURGE SUPRESSION IG=ISOLATED GND.

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SIMPLEX RECEPTACLE 20A. C = CEILING MTD.

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1. THE DRAWINGS AND APPLICABLE SPECIFICATIONS SHALL BE CONSIDERED SUPPLEMENTARY, ONE TO THE OTHER AND ARE THE DRAWINGS AND APPLICABLE SPECIFICATIONS SHALL BE CONSIDERED SUPPLEMENTARY, ONE TO THE OTHER AND ARE CONSIDERED THE "CONTRACT DOCUMENTS." ALL 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. 2. WHERE A DISCREPANCY OR CONFLICT IS FOUND BETWEEN ONE DRAWING AND ANOTHER, OR BETWEEN A DRAWING AND WHERE A DISCREPANCY OR CONFLICT IS FOUND BETWEEN ONE DRAWING AND ANOTHER, OR BETWEEN A DRAWING AND APPLICABLE SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE A/E IMMEDIATELY IN WRITTEN FORM. CONTRACTOR SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL A WRITTEN DIRECTIVE HAS BEEN RETURNED. 3. THE DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW EVERY DETAIL OF CONSTRUCTION, METHODS, 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 AND STRUCTURAL PORTIONS OF THE CONTRACT DOCUMENTS, AS WELL AS FIELD CONDITIONS, APPROVED SHOP DRAWINGS, AND WORK OF ALL OTHER DIVISIONS/TRADES. 4. THE TERM "PROVIDE" USED IN THE CONTRACT DOCUMENTS INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL THE TERM "PROVIDE" USED IN THE CONTRACT DOCUMENTS INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL MATERIALS, INCLUDING ALL COST FOR SHIPPING, UNLOADING, STORAGE, UNPACKING, ERECTION, ANCHORING, ETC. REQUIRED FOR CORRECT INSTALLATION OF A COMPLETE SYSTEM. 5. UNLESS NOTED AS EXISTING, ALL ELECTRICAL INDICATED IN THE CONTRACT DOCUMENTS SHALL BE NEW, SHALL BE U.L. UNLESS NOTED AS EXISTING, ALL ELECTRICAL INDICATED IN 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.