Building #7 16111 Lee Road Fort Myers, Florida 33912...9990 coconut road bonita springs, florida...

Trianon Design Group

Telephone 239 390 1203

9990 Coconut RoadBonita Springs, Florida 34135

16111 Lee Road, Fort Myers, Florida, 33912

Gerald J. Yurk, AIA ARCHITECTAR 0005621

Project Description

Use of DocumentsDRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY GERALD J. YURK A.I.A. ARCHITECT TRIANON DESIGN GROUP(TDG), AND HIS CONSULTANTS,ARE INSTRUMENTS OF TDG'SSERVICE AND ARE FOR THE OWNER'S USE SOLELY WITH RESPECTTO THIS PROJECT. TDG SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. UPON COMPLETION OR TERMINATION OF THE PROJECT,ALL PARTIES, WITH THE EXCEPTION OF TDG'S, RIGHTS TO USETHESE INSTRUMENTS OF SERVICE SHALL CEASE. WHENTRANSMITTING COPYRIGHT-PROTECTED INFORMATION FOR USE ONTHE PROJECT, THE TRANSMITTING PARTY REPRESENTS THAT IT HASPERMISSION FROM THE TDG TO TRANSMIT THE INFORMATION FORITS USE ON THE PROJECT. QUESTIONS ARISING DURINGCONSTRUCTION OR REVIEW OF THE DRAWINGS SHALL BEADDRESSED TO THE ARCHITECT.

for Permit5-16-2018

New Construction - Industrial Building

PROPOSED MASONRY BUILDING WITH A PREFAB METAL BUILDINGSUB STRUCTURE

Alico Business Park

COVER SHEET

ALICO BUSINESS PARK TRACT 67

Building #7

16111 Lee Road

Fort Myers, Florida 33912

LOCATION MAP

SITE LOCATION:

SITE MAP

BUILDING #7

EXISTING

LEE COUNTY, FLORIDA

SECTION 04, TOWNSHIP 46S, RANGE 25E

Parcel Id # 04462505000670000

DOS2006-00242

ZONING IPD

FUTURE

EXISTING

FUTURE

EXISTING

EXISTING

PROPOSED

DRAWING LIST

SHEET

NO.SHEET NAME

GENERAL

T-001 BUILDING DATA, ABBREVIATIONS, GENERAL LEGEND & NOTES

ARCHITECTURAL

A-100 BUILDING FLOOR PLAN

A-101 PARTIAL FLOOR PLAN (WEST)

A-103 ROOF PLAN

A-200 EXTERIOR BUILDING ELEVATIONS

A-300 BUILDING SECTIONS

A-400 WALL SECTIONS

A-500 TYPICAL DETAILS

A-600 WINDOW AND DOOR SCHEDULES & DETAILS

T-002 LIFE SAFETY PLAN, ADA DETAILS

T-000 COVER SHEET

A-102 PARTIAL FLOOR PLAN (EAST)

STRUCTURAL

S-000 STRUCTURAL NOTES AND TYPICAL DETAILS

S-100 BUILDING FOUNDATION & FLOOR PLAN

S-101 PARTIAL FOUNDATION & FLOOR PLAN

S-102 PARTIAL FOUNDATION & FLOOR PLAN

S-200 TYPICAL STRUCTURAL SECTIONS & DETAILS

ELECTRICAL

PLUMBING

E-000

P-100

P-101

P-102

P-200

P-201

BUILDING PLUMBING PLAN, NOTES & LEGENDPARTIAL PLUMBING PLANPARTIAL PLUMBING PLANDOMESTIC WATER ISOMETRICSANITARY ISOMETRIC

ELECTRICAL LEGEND, NOTES, INDEX & ABBREVIATIONSE-100 OVERALL ELECTRICAL PLANE-101 PARTIAL ELECTRICAL PLANE-102 PARTIAL ELECTRICAL PLANE-200 LOAD CALCULATIONS, PANEL & RISER

ABBREVIATIONS

AB. ANCHOR BOLT

ACT ACOUSTICAL CEILING TILE

A.F.F. ABOVE FINISHED FLOOR

AGGR. AGGREGATE

AL. ALUMINUM

ALT. ALTERNATE

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

BD. BOARD

BLDG. BUILDING

BLOCK BLK

BLK'G. BLOCKING

BEAM BM.

BOTTOM BOT.

BTWN. BETWEEN

B.U.R. BUILT UP ROOFING

B.W. BOTH WAYS

C.J. CONTROL JT.

CEILING CLG.

CLKG. CAULKING

CLEAR CLR.

C.M.U. CONCRETE MASONRY UNIT

COLUMN COL.

CONC. CONCRETE

CONN. CONNECTION

CONSTR. CONSTRUCTION

CONT. CONTINUOUS

C.T. CERAMIC TILE

DEGREE DEG.

DETAIL DET./DTL.

D.F. DRINKING FOUNTAIN

DIAG. DIAGONAL

DIA. DIAMETER Ø

DOWN DN.

DS. DOWNSPOUT

DWG. DRAWING

EAST E

(E) EXISTING

EACH EA.

E.J. EXPANSION JOINT

E.I.F.S. EXTERIOR INSULATION AND FINISH SYSTEM

EL. ELEV. ELEVATION

ELEC. ELECTRICAL

ELEV. ELEVATION

EMER EMERGENCY

ENCL. ENCLOSURE

EQUAL EQ.

EQUIP. EQUIPMENT

E.W. EACH WAY

E.W.C. ELECTRIC WATER COOLER

EXP. EXPANSION

EXT. EXTERIOR

F.A. FIRE ALARM

F.D. FLOOR DRAIN

F.D.C. FIRE DEPARTMENT CONNECTION

FDN. FOUNDATION

F.A. FIRE EXTINGUISHER

F.A.C. FIRE EXTINGUISHER CABINET

F.F. FINSH FLOOR

F.H.C. FIRE HOSE CABINET

FINISH FIN.

F.L. FLOW LINE

FLOOR FLR.

FLUOR. FLUORESCENT

FND. FOUNDATION

.O.B. FACE OF BRICK

F.O.C. FACE OF CONCRETE

F.S. FULL SIZE

FT. FOOT OR FEET

FTG. FOOTING

FURR. FURRING

GA. GAUGE

GALV. GALVINIZED

G.C. GENERAL CONTRACTOR

G.L. GLASS

GR. GRADE

GYP. GYPSUM

GYP. BD. GYPSUM BOARD

H.B. HOSE BIBB

H.C. HOLLOW CORE

H/C HANDICAPPED

HDWD. HARDWOOD

HDWE. HARDWARE

H.M. HOLLOW METAL

HR. HOUR

HT. HEIGHT

HVAC HEATING, VENTILATION AND AIR CONDITIONING

I.D. INSIDE DIAMETER

INSUL. INSULATION

INT. INTERIOR

JAN. JANITOR

JNT. JOINT

JST. JOIST

KIT. KITCHEN

LAB. LABORATORY

LAM. LAMINATE

LAV. LAVATORY

LT. LIGHT

MAX. MAXIMUM

MECH. MECHANICAL

MEMB. MEMBRANE

MFR. MANUFACTURER

M.H. MANHOLE

MIN. MINIMUM

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

MTL. METAL

MUL. MULLION

N NORTH

N.I.C. NOT IN CONTRACT

NO. NUMBER

NOM. NOMINAL

N.T.S. NOT TO SCALE

A

PARTITION/WALL TYPE

AND GRID LINE

COLUMN BUBBLE

DOOR TAG

WINDOW TAG

DRAWING

SCALE

Room Name

DRAWING

NUMBER

ROOM TAG & NUMBER

DRAWING OR

DETAIL TITLE

ELEVATION MARKER

DRAWING NAME

1/4" = 1'-0"

DRAWING SYMBOLS

=100'-0"

REFERENCE ELEV.

=

KEYNOTE

ENLARGED DETAIL

sheet

INT. & EXT. ELEV. TAG

WALL SECTION, BLDG. SECTION, INT. &

EXT. ELEV. TAG (DETAIL NUMBER,

SHEET NUMBER)

sheet

1

1

100

P#

OD. OUTSIDE DIAMETER

OH. OVERHEAD

OPG. OPENING

OPP. OPPOSITE

PCT. PRE-CAST

P.L. PROPERTY LINE

P.LAM. PLASTIC LAMINATE

PLAS. PLASTER

PLYWD. PLYWOOD

PR. PAIR

Q.T. QUARRY TILE

R. RISER

R.D. ROOF DRAIN

RE: REFER TO ...

REFR. REFRIGERATOR

REINF. REINFORCED

REQ'D. REQUIRED

RM ROOM

R.O. ROUGH OPENING

S SOUTH

S.C. SOLID CORE

SCHED. SCHEDULE

SECT. SECTION

S.F. SQUARE FOOT

SHT. SHEET

SIM. SIMILAR

SPEC. SPECIFICATION

SQ. SQUARE

S.S. STAINLESS STEEL

STAGG. STAGGERED

STD. STANDARD

STIFF STIFFENER

STL. STEEL

STRUC. STRUCTURAL

SUSP. SUSPENDED

TR TREAD

T & B TOP AND BOTTOM

TER. TERRAZZO

T & G TONGUE & GROOVE

THK. THICK

T/ TOP OF

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

U/G UNDERGROUND

VCT VINYL COMPOSTION TILE

VER VERIFY

VERT. VERTICAL

W WEST

W/ WITH

W.C. WATER CLOSET

WD. WOOD

W/O WITHOUT

℄ CENTERLINE

⅊ PLATE






Project Description


for Permit5-16-2018



Alico Business Park

BUILDING DATA,

ABBREVIATIONS, GENERAL

LEGEND & NOTES

FLAMESPREAD INFORMATION

CARPET:

FRP PANEL SYSTEM:

ARMSTRONG ACOUSTIC CEILING TILES AND GRID:

ARMSTRONG ACOUSTIC CEILING TILES AND GRID:

ASTM E-84, FLAMESPREAD RATING, 25 OR LESS. (CLASS I) ASTM-E-84, SMOKE

DEVELOPED (10), 50 OR LESS.

ASTM E-1264, FLAMESPREAD RATING, 25 OR LESS. (CLASS I) ASTM E-1264, SMOKE

DEVELOPED, 50 OR LESS. A FIRE RESISTIVE CEILING WHEN USED IN APPLICABLE UL

ASSEMBLIES.

ASTM E-648, CLASS I - EXCEEDS .45 WATTS WATTS PER CM (DIRECT GLUE METHOD)

ASTM E-662-79, SMOKE DEVELOPED 450 OR LESS.

ASTM E-89a, FLAMESPREAD RATING (20), 25 OR LESS. (CLASS I) ASTM E-89a, SMOKE

DEVELOPED (425), 450 OR LESS.

PAINT:

ASTM E-84-79a, FLAMESPREAD RATING (15), 25 OR LESS. (CLASS I) ASTM E-84-79a,

SMOKE DEVELOPED (5), 50 OR LESS.

ARMSTRONG VINYL FLOOR TILES:

ASTM E-662, SMOKE DEVELOPED 450 OR LESS.

ASTM E-648, FLAMESPREAD RATING 25 OR LESS. (CLASS I)

ARMSTRONG VINYL BASE:

CERAMIC TILE FLOORING:

SINGLE FIRING CERAMIC TILES HAVE BEEN FOUND TO BE ABSOLUTELY INERT TO FIRE IN

PARTICULAR. THEY ARE NONFLAMMABLE.

ASTM E-648, CLASS I - EXCEEDS .45 WATTS WATTS/CM OR MORE

* = ADDITIONAL FLAME SPREAD INFORMATION REGARDING FIXTURES

* GENERAL FIRE RETARDANT COATING FOR SALES AREA ELEMENTS:

ASTM E-84, FLAMESPREAD RATING (20) - CLASS I RECOMMENDED USE: INTERIOR CLASS

A RATING. A FIRE RETARDANT AND WOOD PRESERVATIVE. IT CAN BE USED ON ANY

TYPE OF WOOD, POROUS OR NON-POROUS MATERIALS.

C

A

B

FLORIDA BUILDING CODE

SECTION 803.1.1

76 - 200

26 - 75

0 - 25

FLAME SPREAD

INDEX (FSI)

CLASSIFICATION

0-450

0-450

0-450

SMOKE-DEVELOPED

INDEX

SCOPE OF WORK

1.) EXISTING APPROVED SITE DEVELOPMENT PLAN

2.) NEW CONSTRUCTION PRE-FABRICATED METAL BUILDING WITH MASONRY SHELL.

APPLICABLE CODE REFERENCES:

FLORIDA BUILDING CODE - BUILDING 2017 6TH EDITION

FLORIDA BUILDING CODE - EXISTING 2017 6TH EDITION

FLORIDA PLUMBING CODE - 2017 6TH EDITION

FLORIDA MECHANICAL CODE - 2017 6TH EDITION

FLORIDA FUEL GAS CODE - 2017 6TH EDITION

FLORIDA FIRE PREVENTION CODE - 2017 6TH EDITION

FLORIDA ACCESSIBILITY CODE - 2017 6TH EDITION

NFPA 10, 2010 "STANDARDS FOR PORTABLE FIRE EXTINGUISHERS"

NFPA 70, 2014 "NATIONAL ELECTRIC CODE"

GROSS FLOOR AREA:

TYPICAL UNIT @ 2,400 SF EA (2) x 2,400 = 4,800



TOTAL BUILDING 15,200

I ) BUILDING CLASSIFICATION:

GROUP "S2" STORAGE (FBC SECTION 311)

II ) TYPE OF CONSTRUCTION:

BUILDING TYPE V-B, COMBUSTIBLE MATERIALS, S1-SPRINKLERED

III ) DESIGN CONSIDERATIONS PER WIND SPEED REQUIREMENTS:

THIS PROJECT SITE IS LOCATED IN A 160 MPH, EXPOSURE C, CATEGORY II ZONE.

THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING

CODE 6TH EDITION CHAPTER 16 FOR A DESIGN PRESSURE GENERATED BY A DESIGN

WIND VELOCITY OF 160 MPH. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION.

IV ) ALLOWABLE BUILDING HEIGHTS AND AREAS PER FBC TABLE 503

DESCRIPTION PERMITTED PROPOSED

BUILDING HT. 3- STORIES 1 - STORIES

60 FT 28'-0" ABOVE GRADE PLANE

54,000 S.F. 15,200 S.F.

IV ) FIRE RATINGS OF STRUCTURAL ELEMENTS PER FBC TABLE 601:

ELEMENT PERMITTED PROPOSED

STRUCTURAL FRAME 0 0

BEARING WALLS

EXTERIOR 0 0

INTERIOR 0 0

NONBEARING EXT. WALLS SEE TABLE 602

NONBEARING INT. WALLS 0 0

FLOOR CONSTRUCTION 0 0

ROOF CONSTRUCTION 0 0

V ) FIRE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION

DISTANCE PER TABLES 602 & 705.8

PERMITTED PROPOSED

EXT. WALL OPENINGS WALL RATING % OPEN WALL RATING %OPEN

EXT. BEARING WALLS

NORTH SIDE(> 30' TO ⅊)0- HR 0- HR NL 0- HR NL

SOUTH SIDE(> 30' TO ⅊)0- HR 0- HR NL 0- HR NL

EAST SIDE(> 30' TO ⅊) 0- HR NL 0- HR NL

WEST SIDE(> 30' TO ⅊) 0- HR NL 0- HR NL

NC = NON-COMBUSTIBLE

NL = NO LIMIT

VI ) OCCUPANT LOAD PER TABLE 1104.1.2

15,300 SQUARE FEET / 300 GROSS = 51 PERSONS

VII ) EGRESS REQUIREMENTS: FBC 1005.3.2

EXITS REQUIRED: 2 (PER FBC 1015.1 & 1021.2)

EXITS PROVIDED 14

MINIMUM EXIT WIDTH REQUIRED: (51 PERSONS X 0.2) = 10.2"

(MIN 32" CLEAR PER FBC 1008.1.1)

TOTAL EXIT WIDTH PROVIDED (14 X 36") = 504"

PROJECT DATA CHART

5. THE ENTIRE BUILDING SHALL BE PROTECTED WITH A FULLY AUTOMATIC FIRE

PROTECTION SYSTEM PER NFPA 13.

1. THE INTENT OF THE CONTRACT DOCUMENTS IS TO PRESENT A COMPLETE SET

OF DOCUMENTS FOR FACILITIES TO PRODUCE A COMPLETE AND FINISHED

PROJECT WITHIN THE SCOPE AS GENERALLY SHOWN IN THE DRAWINGS AND

SPECIFICATIONS. HOWEVER, THE ARCHITECT ACKNOWLEDGES THAT SPECIFIC

PARTS MAY NOT BE INCLUDED, AND CONTRACTOR AGREES TO ACCEPT ANY

NECESSARY ADDITIONAL INFORMATION AND INCLUDE AS AN INTEGRAL PART OF

THE CONTRACT DOCUMENTS WITHOUT ANY ADDITIONAL COST.

2. THE CONTRACTOR IS FURTHER CAUTIONED TO VERIFY ANY EXISTING

CONDITIONS WHICH MAY BE BELOW GROUND OR PART OF EXISTING CONDITIONS

WHICH WILL INTERFERE WITH THE CONSTRUCTION AS INDICATED ON THE

DRAWINGS AND DOCUMENTS. NO ADDITIONAL COMPENSATION WILL BE

APPROVED BY THE OWNER DUE TO FIELD CONDITIONS WHICH ARE NOT NOTED ON

THE DRAWINGS BUT WHICH COULD HAVE BEEN OBSERVED OR DETERMINED BY

SITE VISITATION AND THE REQUIREMENTS OF VERIFICATION CONTAINED AND

INHERENT IN THIS PARAGRAPH.

3. THE CONTRACTOR SHALL REPLACE ALL DAMAGED MATERIAL AND EQUIPMENT

WITH THOSE OF LIKE QUALITY SIZE AND TEXTURE, INCLUDING FINISHES ON ALL

SURFACES OF THE FACILITY W/ALL NEW PRODUCTS SO AS TO PRESENT A

FINISHED FACILITY TO THE OWNER.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY AND LOSSES

DURING CONSTRUCTION.

GENERAL NOTES:

WIND EXPOSURE

THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE

FLORIDA BUILDING CODE 5TH EDITION FOR THE FOLLOWING DESIGN

CRITERIA

WIND SPEED..........................................................................Vult = 160 MPH

Vasd = 124 MPH

BUILDING RISK CATEGORY = 2

WIND EXPOSURE = C

MEAN ROOF HEIGHT LESS THAN OR EQUAL TO 31 FEET

INTERNAL PRESSURE COEFFICIENT = 0.18 (enclosed)

ENCLOSED STRUCTURE IMPACT PROTECTION FOR BUILDING

OPENINGS SHALL BE PROVIDED BY IMPACT RESISTANT WINDOWS.

6. SEPERATE PERMITS SHALL BE REQUIRED AND SUPPLIED BY OTHERS FOR THE

FOLLOWING ITEMS

a. SPRINKLER SYSTEM

b. FIRE ALARM

c. TRASH ENCLOSURES

Corrections 10-30-18 clouded see project

data and signature

Corrections 1-22-19 clouded 15,200

SCORED STUCCO TYPICAL

8" STUCCO BAND TYPICAL8" STUCCO BAND TYPICAL

(1) 12" AND (1) 6"

STUCCO BAND TYPICAL

1'-4"x1'-4" PRECAST

MEDALION TYPICAL

T/ WALL

T/ STL

GRADE

T/ WALL

FOUNDATION SLAB ON GRADE

SEE STRUCTURAL DRAWINGS

STUCCO FINISH TYPICAL

SCORED STUCCO TYPICAL SCORED STUCCO TYPICAL


SEE SHEET A-5.00 FOR

SCORED STUCCO DETAILS

2 23 3

(1) 12" AND (1) 6"

STUCCO BAND TYPICAL

T/ WALL

T/ STL

GRADE

T/ WALL

STUCCO FINISH TYPICALSTUCCO FINISH TYPICAL

2233

PAINTED STUCCO FINISH AT INSIDE OF PARAPET WALL TYPICAL

SLOPED METAL ROOF DECKING BY STEEL BUILDING MANUFACTURER

8" DOWNSPOUT TYPICAL 8" DOWNSPOUT TYPICAL

T/ STL

GRADE

8" STUCCO BAND TYPICAL

T/ WALL

T/ STL

GRADE

T/ WALL

T/ STL

GRADE


1



8" STUCCO BAND TYPICAL

T/ WALL

T/ STL

GRADE

T/ WALL

T/ STL

GRADE


1






Project Description


for Permit5-16-2018



Alico Business Park

EXTERIOR ELEVATIONS

EXTERIOR ELEVATION

1

EXTERIOR ELEVATION

2

EXTERIOR ELEVATION

4

EXTERIOR ELEVATION

3

CORRECTIONS 10-31-18 CHANGED HT TO 30'-0"

1

2

1

CORRECTIONS 1-22-19 CHANGED HT TO 30'-0"

2

CONCRETE FOOTING SEE

STRUCTURAL PLANS

5" CONC. MONO. SLAB - 3000 PSI

W/ 6 X 6 X 2.9/2.9 W.W.M OR

SUBSTITUTE 3000 PSI FIBERMESH

CONCRETE FOR W.W.M .006 POLY

VAPOR BARRIER, SOIL POISONING

(95%) MECH. COMPACTED FILL

STEEL BUILDING

BY OTHERS

8" CMU WALL W/ VERT. REINF.

SEE STRUCTIURAL DRAWINGS

UNFINISHED WALL

SCORED STUCCO FINISH SEE

EXTERIOR ELEVATIONS FOR

LOCATIONS AND DETAILS

INTERMEDIATE TIE BEAM SEE

STRUCTIURAL DRAWINGS

0'-0"

TOP OF SLAB

27'-11 1/4"

TOP OF WALL

TOP OF WALL FLASHING

SEE DETAIL @ ROOF PLAN

VARIES

TOP OF STEEL

3/4"x8" RECESS IN SLAB

TYPICAL AT PERIMETER

PROVIDE HORIZ. REINF. EVERY

OTHER COURSE TYPICAL

STEEL BUILDING

BY OTHERS



UNFINISHED WALL





STEEL BUILDING &

ROOF BY OTHERS


STRUCTURAL PLANS


W/ 6 X 6 X 2.9/2.9 W.W.M OR





5/8" STUCCO

FINISH

5/8" STUCCO FINISH



CONT. FLASHING BEHIND STUCCO

PARAPET WALL

STUCCO FINISH

0'-0"

TOP OF SLAB

27'-11 1/4"

TOP OF WALL

25'-0"

TOP OF STEEL

30'-0"

TOP OF WALL



PRECAST LINTEL

SEE STRUCTURAL

OPEN

METAL ROOF DECKING AND

SUPPORTS TO BE SUPPLIED BY

STEEL BUILDING MFR



STUCCO TRIM BANDING SEE



3

5

8

" METAL STUDS

WITH

5

8

" DENSEGLAS @ 12'

a.f.f.

AND STUCCO PAINT TO

MATCH

EXTERIOR PAINT

OVERHEAD DOOR

SEE DOOR SCHEDULE

8" GUTTER

CONTINUOUS

8" DOWNSPOUT 25' ON

CENTER SEE ROOF PLAN

5/8" STUCCO FINISH

STEEL BUILDING

BY OTHERS



UNFINISHED WALL






W/ 6 X 6 X 2.9/2.9 W.W.M OR





STEEL BUILDING &

ROOF BY OTHERS


PARAPET WALL

STUCCO FINISH



0'-0"

TOP OF SLAB

27'-11 1/4"

TOP OF WALL

21'-8"

TOP OF STEEL



STEEL BUILDING

BY OTHERS



UNFINISHED WALL





STEEL BUILDING &

ROOF BY OTHERS


STRUCTURAL PLANS


W/ 6 X 6 X 2.9/2.9 W.W.M OR





5/8" STUCCO

FINISH




PARAPET WALL

STUCCO FINISH

0'-0"

TOP OF SLAB

27'-11 1/4"

TOP OF WALL

25'-0"

TOP OF STEEL

30'-0"

TOP OF WALL

STUCCO TRIM BANDING SEE








Project Description


for Permit5-16-2018



Alico Business Park

WALL SECTIONS

WALL SECTION WALL SECTION WALL SECTION WALL SECTION

corrections 10-31-18 changed ht of wall to 30'-0"

soffit at section 2

GARAGE DOOR OPENERGDO

ELECTRICAL SPECIFICATIONS

25. THIS CONTRACTOR SHALL TOUCH UP OR REFINISH THE FACTORY FINISH OFEQUIPMENT MARRED DURING SHIPMENT OR INSTALLATION.

24. NOMINAL MOUNTING HEIGHT OF DEVICES IN EXPOSED CONCRETE BLOCK,TILE OR BRICK WALLS SHALL ALL OCCUR WITHIN A STRUCTURAL COURSE. AMINIMUM AMOUNT OF BLOCK, TILE OR BRICK WALLS SHALL BE CUT.

23. ALL ELECTRICAL DEVICES SHALL BE NEW, SPECIFICATION GRADE AND BELISTED FOR USE BY U.L. OR AN EQUAL TESTING LABORATORY.

27. SERIES-RATING OF CIRCUIT BREAKERS SHALL BE PERMITTED WHERE LISTEDFOR USE WITH SAME MANUFACTURER. FULLY-RATED CIRCUIT BREAKERSSHALL BE USED WITH MIXING MANUFACTURER TYPES. CIRCUIT BREAKERSPROTECTING HVAC EQUIPMENT SHALL BE HACR RATED. (EQUIPMENT ISSPECIFIED TO MEET THESE REQUIREMENTS)

26. CONNECTIONS TO ELECTRICAL EQUIPMENT EXPOSED TO WEATHER SHALL BEMADE WITH WATER TIGHT FITTINGS AND BE NEMA 3R RATED.

28. VERIFY AND COMPLY WITH ALL REQUIREMENTS OF POWER COMPANY,TELEPHONE & CABLE COMPANIES PRIOR TO INSTALLATION.

29. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITER'S LABELS, WHEREAPPLICABLE.

30. ALL CIRCUIT BREAKERS, TWO AND THREE POLE, TO BE COMMON TRIP NO TIEHANDLES, TANDEMS OR "WAFER BREAKERS" WILL NOT BE ACCEPTED.

CONDUITS AND ENCLOSURES

EMT CONDUIT

EMT CONDUIT HOMERUNS, MC CABLE BEYOND SWITCH FOR LIGHTING

EMT/PVC SCHEDULE 40 CONDUIT FEEDERS, MC CABLE BRANCH CIRCUITRY

PVC SCHEDULE 40 UNDER SLAB OR GRADE AND WITHIN MASONRY WALLS WITHLISTED FITTINGS (3/4" TRADE SIZE MINIMUM)

PVC SCHEDULE 80 (SERVICE ENTRANCE)

MC CABLE, PLENUM RATED

MC CABLE WITH HVAC CIRCUITS IN OUTSIDE DWELLING UNIT IN CONDUIT

PVC SCHEDULE 40 ABOVE SLAB OR GRADE DUE TO CORROSIVE ELEMENTS

RIGID STEEL OR IMC CONDUIT

NMB NON-METALLIC, UF AND SER, CABLE TYPES

RACEWAY AND WIRING METHODS FOR DATA AND COMMUNICATIONS:

EMT CONDUIT FROM 4" SQ OUTLET BOX TO ACCESSIBLE CEILING AREA

EMT CONDUIT FROM 4" SQ OUTLET BOX TO CABLE TRAY

PVC SCHEDULE 40 UNDER SLAB FROM OUTLET BOX TO TERMINAL BACKBOARD

FREE WIRE IN WALLS AND CEILING

RACEWAY AND WIRING METHODS FOR FIRE ALARM SYSTEM:

EMT CONDUIT WITH FITTINGS LISTED FOR USE

EMT CONDUIT FROM 4" SQ OUTLET BOX TO ACCESSIBLE CEILING AREA, FREEWIRE ABOVE CEILINGS.

PVC SCHEDULE 40 UNDER SLAB FROM OUTLET BOX TO OUTLET BOX WITHLISTED FITTINGS

EMT CONDUIT IN WALLS, FREE WIRE ABOVE CEILINGS

FREE WIRE IN WALLS AND CEILINGS

CONDUCTORS USED ON THIS PROJECT:

COPPER CONDUCTORS , 75°C RATED, THWN INSULATION (MIN. #14 AWG)

COMPACT ALUMINUM CONDUCTORS, 75°C RATED, XHHW INSULATION (AS NOTED)

COMPACT ALUMINUM CONDUCTORS, TYPE USE-2 / RHH / RHW-2 DIRECT BURIALRATED, USED FOR 'TEMPORARY POWER ONLY'

SUBMIT CLEAN, MARKED IN RED INK OR YELLOW HIGHLIGHTER, AS ONE PDF SETOF SHOP DRAWING(S) FOR APPROVAL, FOR THE FOLLOWING APPLICABLE 1995DIVISIONS:

16110 - RACEWAYS, BOXES, FITTINGS HARDWARE AND SUPPORTS16120 - WIRE , CABLE, TERMINATIONS AND MARKERS16140 - WIRING DEVICES, PLATES AND COVERS16150 - DISCONNECTS, STARTERS, CONTACTORS, SURGE PROTECTION DEVICES, & FUSES16430 - SERVICE EQUIPMENT AND METERING16450 - GROUNDING SYSTEM16470 - DISTRIBUTION, PANELBOARDS AND TRANSFORMERS16510 - LIGHTING FIXTURES AND ACCESSORIES16860 - AUTOMATIC TRANSFER SWITCHES16880 - GENERATOR16990 - UNDERGROUND CONDUIT DRAWING WITH TRADE SIZES (THIS MAY BE PROVIDED SEPARATELY AS A DWG FILE OR LEGIBLY MARKED IN RED INK

ON 24" X 36" SHEET)

AMPS OR AMPERE

AMPERE INTERRUPTING CAPACITY

ABOVE BASE FLOOD ELEVATION

ABOVE FINISHED FLOORARC FAULT CIRCUIT INTERRUPTER

ALUMINUM

AMERICAN WIRE GAUGEAIR HANDLING UNIT

CIRCUIT BREAKERCONDENSING UNIT

BREAKER

AUTOMATIC TRANSFER SWITCH

AABFE

AFFAFCI

ALAIC

AHUATS

BKRCB

AWG

CU

GENERATOR

GROUNDGROUND FAULT CIRCUIT INTERRUPTERGALVANIZED RIGID STEEL

KILOWATTSKILOVOLT AMPERES

GEN

GRSGFCI

KWKVA

GRD

MAXIMUM

MOTOR CONTROL CENTERMAXIMUM OVER-CURRENT PROTECTION DEVICEMINIMUM

NEUTRALNORMALLY CLOSED

MANUAL TRANSFER SWITCHMAIN LUGS ONLY

NOT IN CONTRACT

MEDIUM VOLTAGE

MAX

MCCMOCP

MLOMIN

N

MTSMV

NC

NIC

OVERHEAD

PHASE

PRIMARY

NOT TO SCALE

PANEL, PANELBOARD OR LOADCENTER

QUANTITYRECEPTACLE

POLYVINYL CHLORIDE

NTSOH

PH

PRI

PNL

PVC

RECPTQTY

NO NORMALLY OPEN OR NUMBER

SOLID NEUTRAL

STAINLESS STEEL

SECONDARY

SWITCHSWITCHBOARD

TELEPHONE

TIME TO CLOSE OR TRAY CABLE

TELEPHONE BACKBOARD

SN

SS

SEC

SW

TCSWBD

TBBDTEL

ABBREVIATIONS

TYPICAL

VOLTS

UNDERGROUND

WEATHERPROOF

VOLT AMPERESVARIABLE FREQUENCY DRIVEWIRE, WATTS, WITH, WIDTH

UNINTERRUPTIBLE POWER SUPPLY

WEATHER RESISTANT

UG

V

TYP

UPS

VA

WPWVFD

WR

SURGE SUPPRESSION DEVICESPD

DISCONNECTDISC

ELECTRICELECELEVATIONELEVEMERGENCYEM

ELECTRICAL METALLIC CONDUITEMTELECTRIC WATER COOLEREWCEXITEXEXISTING(E)

EXHAUST FANEF

EQUIPMENT GROUND(EG)FLEXIBLE METALLIC TUBINGFMT

ABOVE COUNTER TOPACT

HEATING VENTILATION AIR CONDITIONINGHVACHOMERUNHRHEATERHTRHERTZHZ

JUNCTION BOXJ

1000 CIRCULAR MILSKCMIL

LIGHTINGLGTS

HIGH VOLTAGEHV

LIQUIDTIGHT FLEXIBLE NON-METALLIC CONDUITLFNC

HEATING, AIR-CONDITIONING, REFRIGERATIONHACR

MINIMUM CIRCUIT AMPACITYMCAMETAL-CLAD MC

PUSHBUTTONPB

NATIONAL ELECTRICAL MANUF ASSOCIATIONNEMA

PHOTO-ELECTRIC CELLP/C

TRANSFORMERXFMR

UNDERCOUNTERUC

GROUNDING ELECTRODE CONDUCTORGEC

DISCONNECT

SINGLE POLE SWITCH

3 WAY SWITCH

ELECTRICAL LEGEND

DUPLEX RECEPTACLE 125V

PANELBOARD 20" WIDE

SWITCH WIRING

RECESSED DOWNLIGHT

WALL MOUNT LIGHTING FIXTURE

SMOKE DETECTOR

DUPLEX GFCI 15A, 125V RECEPTACLE

DUPLEX RECEPTACLE 15A, 125V (HALF SWITCHED)

SINGLE RECEPTACLE 125/250V, 4-WIRE

DUPLEX FLOOR RECEPTACLE 15A, 125V

BATHROOM EXHAUST FAN

PHONE/DATA OUTLET

CATV / SATELLITE TELEVISION OUTLET

EXTERIOR SECURITY LIGHTS

COMPUTER/DATA (POINT OF ENTRY)

QUAD RECEPTACLE 15A, 125V

PENDANT / CHANDELIER

RECESSED DOWNLIGHT (WALL WASHER)

4 WAY SWITCH

SINGLE RECEPTACLE 20A, 125V

HOMERUN

SURFACE MOUNT LIGHTING FIXTURE

PANEL (CIRCUIT) DESIGNATIONA-1

S

DOOR JAMB SWITCH EQUAL TO LEVITON 1865

DEADFRONT GFCI 20A, 125V

DOOR CHIME

PUSH BUTTON

TRANSFORMER - 50V OR LESS

FLUORESCENT CLOUD FIXTURE

SCONCE OR STEP LIGHTING FIXTURE

RACEWAY & WIRING METHODS

NON FUSENF

THE METHODS IDENTIFIED BELOW SHALL BE USED FOR THIS PROJECT:

TRANSFORMER - GREATER THAN 50V

5. DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO SHOW APPROXIMATELOCATIONS. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY ANDALL DETAILS OF CONSTRUCTION. THE ELECTRICAL CONTRACTOR SHALLFURNISH AND INSTALL ALL ITEMS TO PROVIDE A COMPLETE ELECTRICALINSTALLATION WITH ALL EQUIPMENT IN PROPER WORKING ORDER.

1. THE GENERAL CONDITIONS OF THE CONTRACT, CURRENT EDITION,PUBLISHED IN STANDARD FORM BY THE AMERICAN INSTITUTE OFARCHITECTS SHALL BE PART OF THIS CONTRACT.

31. THE FIRE ALARM CONTRACTOR SHALL PROVIDE SHOP DRAWINGS, PERMIT(S)AND PAY ALL FEES ASSOCIATED WITH HIS WORK.

7. BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH ALLCONDITIONS SURROUNDING THE WORK. IN SOME AREAS, EXISTING PLANSARE NON-EXISTENT OR VAGUE. IT SHALL BE THE RESPONSIBILITY OF THEBIDDERS TO VISIT THE SITE OF THE WORK AND ACQUAINT THEMSELVES WITHALL AVAILABLE INFORMATION REGARDING THE LOCATION OF ALL EXISTINGFACILITIES. FAILURE OF THE BIDDERS TO SO INFORM THEMSELVES OFEXISTING CONDITIONS AND TO INCLUDE IN THEIR PROPOSALS A SUMSUFFICIENT TO COVER SAME WILL NOT ENTITLE THEM TO AN EXTRA.

4. THE CONTRACTOR SHALL REFERRED TO THE ARCHITECTURAL, STRUCTURALAND MECHANICAL PLANS AND SPECIFICATIONS. SUCH PLANS ANDSPECIFICATIONS ARE CONTRACT DOCUMENTS. VERIFY ALL MECHANICALREQUIREMENTS PRIOR TO INSTALLATION.

8. SHOULD ELECTRICAL WORK BE INSTALLED WHICH INTERFERES WITHCLEARANCES REQUIRED FOR GENERAL CONSTRUCTION OR WORK WITHOTHER TRADES, SUCH WORK SHALL BE CORRECTED AT NO ADDITIONAL COSTTO THE OWNER.

13. UPON COMPLETION OF THE WORK, THIS CONTRACTOR SHALL REMOVE ALLRUBBISH CAUSED BY HIS WORK AND SHALL THOROUGHLY CLEAN ALLELECTRIC EQUIPMENT.

15. ALL WORK SHALL BE GUARANTEED FREE FROM DEFECTS FOR A PERIOD OFONE YEAR FROM DATE OF CERTIFICATE OF OCCUPANCY.

12. CONTRACTOR SHALL BE RESPONSIBLE TO SEAL PENETRATIONS IN RATEDWALLS OR FLOORS WITH LISTED SMOKE/FIRE RATED ASSEMBLIES.

16. MOTOR STARTERS AND CONTROLS FURNISHED BY THE MECHANICALCONTRACTOR SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR. ALLCONTROL WIRING OF MECHANICAL CONTRACTORS EQUIPMENT SHALLINSTALLED AND TERMINATED BY THE MECHANICAL CONTRACTOR. THE E.C.SHALL PROVIDE POWER SUPPLY WIRING.

6. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURALPLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT, CONFIRMWITH OWNER'S REPRESENTATIVE.

2. THE CONTRACTOR SHALL BE A LICENSED MASTER ELECTRICIAN, ANDSHALL SUPERVISE THE ENTIRE INSTALLATION TO BE PERFORMED IN A'NEAT AND WORKMANLIKE' MANNER, PLUMB AND LEVEL, COORDINATEDWITH ALL OTHER TRADES, IN COMPLIANCE WITH THE 2008 EDITION OF THENFPA 70 NATIONAL ELECTRIC CODE, THE 2009 NFPA 70E STANDARD FORELECTRICAL SAFETY IN THE WORK PLACE, FLORIDA BUILDING CODE 2010EDITION, FLORIDA FIRE PREVENTION CODE 2010 EDITION, POWER UTILITYAND INSPECTION AUTHORITY.

17. THE CONTRACTOR SHALL PROVIDE DISCONNECT SWITCHES, EXCEPT WHENFACTORY INSTALLED.

11. EQUIPMENT SHALL BE INSTALLED ABOVE THE BASE FLOOD ELEVATION.SERVICE DISCONNECT(S) AND BREAKERS USED AS SWITCHES ABOVE 6'-7"SHALL BE ACCESSIBLE FROM FLOOR OR WORKING PLATFORM 30" WIDTH, 36"DEPTH WORK SPACE IN FRONT OF EQUIPMENT.

18. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY POWER FORCONSTRUCTION WITH GFCI PROTECTION.

14. PROVIDE AUTOCAD COMPATIBLE AS-BUILT DRAWINGS AT COMPLETION OFPROJECT.

3. THE 'CONTRACTOR' IN THESE SPECIFICATIONS SHALL REFER TO THEELECTRICAL CONTRACTOR, UNLESS NOTED OTHERWISE.

9. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINSTLIABILITY OF PROPERTY DAMAGE FOR THE DURATION OF THE WORK.

10. THE ENGINEER SHALL NOTIFY THE AUTHORITY HAVING JURISDICTION ANDTHE CONTRACTOR OF INSTALLATIONS THAT DO NOT QUALIFY AS 'NEAT ANDWORKMANLIKE', TO BE CORRECTED PRIOR TO SUBSEQUENT INSPECTION.

19. DISTRIBUTION PANELS, PANELBOARDS, AND TRANSFORMERS SHALL BEIDENTIFIED USING ENGRAVED, LAMINATED ACRYLIC OR MELAMINE LABELWHITE LETTERS ON DARK BACKGROUND, LETTER HEIGHT TO BE 3/8" AFFIXEDTO COVER.

21. JUNCTION AND PULL BOXES SHALL HAVE PANEL/CIRCUIT NUMBER MARKEDON FACE OF COVER.

22. DISCONNECTS, STARTERS, MOTOR CONTROL CENTERS SHALL BE IDENTIFIEDWITH EQUIPMENT SERVED AND CIRCUIT ORIGINATION.

{EXAMPLE: AHU-1 (B-26,28)}

20. DISCONNECTS, STARTERS, MOTOR CONTROL CENTERS SHALL BE IDENTIFIEDWITH EQUIPMENT SERVED AND PANEL/CIRCUIT NUMBER. {EXAMPLE: AHU-1(B-26,28)}

NOTE: LISTED FITTINGS FOR METALLIC ENCLOSURES ARE PVC MALE ADAPTORSWITH LOCKNUTS. SEE UL-651 SECTION

1.5.1 JUNCTION-BOX ADAPTORS COVERED BY THESE REQUIREMENTS AREFITTINGS INTENDED TO CONNECT A LENGTH OF RIGID PVC CONDUIT, A PVCELBOW TO A RIGID PVC BOX (NOT LIMITED TO JUNCTION BOXES) WITH ACOUPLING.

1.5.2 INTERNALLY-THREADED ADAPTORS COVERED BY THESE REQUIREMENTSARE FITTINGS INTENDED FOR JOINING A LENGTH OF RIGID PVC CONDUIT, APVC ELBOW TO RIGID METAL CONDUIT OR OTHER EXTERNALLY THREADEDDEVICES.

1.5.2 EXTERNALLY-THREADED ADAPTORS (ALSO REFERRED TO AS TERMINALADAPTORS) COVERED BY THESE REQUIREMENTS ARE FITTINGS INTENDEDTO JOIN A LENGTH OF RIGID PVC CONDUIT OR ELBOW TO:

a) THE KNOCKOUT AREA OF A METAL BOX WITH A METAL LOCKNUT,b) A THREADED METAL HUB OR FITTING OF A METAL BOX,c) A THREADED HUB ON A PHENOLIC BOXd) A KNOCKOUT IN A PHENOLIC BOX

S3

S4

SPECIAL RECEPTACLE

LOADCENTER 16" WIDE

EQUIPMENT GROUNDING CONDUCTOREG

CHIME

EF

F FAN RATED OUTLET BOX, FAN SWITCH LEG ONLY

J JUNCTION BOX

F FAN RATED OUTLET BOX WITH LIGHT/FAN DESIGNATIONL F

FLUORESCENT WRAP-AROUND FIXTURE

ILLUMINATED EXIT SIGN

EGRESS DIRECTIONAL CHEVRONS

EXIT SIGN / EMERGENCY LIGHTING FIXTURE COMBO

BATTERY BACKUP EMERGENCY EGRESS FIXTURE

UNDERCOUNTER LIGHTING FIXTURE

UTILITY METER

TRACK LIGHTING FIXTURE

COMBINATION MOTOR STARTER

VAPORTITE ENCLOSED & GASKETED LIGHTING FIXTURE

CONDUIT OPENINGS. CONDUIT OPENINGS SHALL BE MADE BY ECCENTRIC ANDCONCENTRIC MANUFACTURED OPENINGS AND TRADE CONDUIT SIZE FIELDKNOCKOUT PUNCH. OPENINGS SHALL NOT BE MADE BY FRACTIONAL HOLEENLARGING DRILL BITS.

USE OF PVC CONDUIT AND FITTINGS IN NEMA 3, 3R, 4, 4X & 12 METALLICENCLOSURES.THE FOLLOWING METHODS OF INSTALLATION SHALL BE PERMITTED WITH PVCCONDUIT AND FITTINGS IN (a), (b), (c) or (d) BELOW.

a) CONDUIT ENTRIES IN BOTTOM OF ENCLOSURES (BOXES, WIREWAYS ANDAUXILIARY GUTTERS) SHALL BE MADE WITH MALE ADAPTOR, AND LOCKNUTSECURED TO THE ENCLOSURE (UL 651, SECTION 1.5), PLASTIC BUSHING

b) CONDUIT ENTRIES IN THE TOP OR SIDE OF ENCLOSURES (BOXES, WIREWAYSAND AUXILIARY GUTTERS) SHALL BE MADE WITH MALE ADAPTOR, FLAT SEALINGWASHER (EXTERNAL TO ENCLOSURE) AND LOCKNUT WITHIN THE ENCLOSURE,PLASTIC BUSHING.

c) CONDUIT ENTRIES IN THE SIDE OF ENCLOSURES ABOVE THE LEVEL OFUNINSULATED LIVE PARTS (SEE NFPA 70, SECTION 312) SHALL BE MADE WITHACCEPTABLE RAINTIGHT HUB. (AN ACCEPTABLE RAINTIGHT HUB IS A HUB MADEBY THE ENCLOSURE MANUFACTURER OR A WATER TIGHT THREADED HUB)

d) CONDUIT ENTRIES IN THE BOTTOM OF AN ENCLOSURE WITH UNINSULATEDLIVE PARTS SHALL BE MADE WITH A PVC MALE ADAPTOR, FLAT SEALINGWASHER (EXTERNAL TO ENCLOSURE) AND LOCKNUT WITHIN THE ENCLOSURE,PLASTIC BUSHING.

NO ENTRIES SHALL BE MADE IN THE TOP OF ENCLOSURES WITH UNINSULATEDLIVE PARTS

PVC JUNCTION BOX ADAPTERS ARE NOT PERMITTED (UL 651, SECTION 1.5.1)

OTHER CONDUIT ENTRIES IN NEMA 3, 3R, 4, 4X & 12 METALLIC ENCLOSURES .

THE FOLLOWING METHODS OF INSTALLATION SHALL BE PERMITTED FORCONDUITS AND FITTINGS OTHER THAN PVC CONDUIT.

a) CONDUIT ENTRIES IN BOTTOM OF ENCLOSURES SHALL BE MADE WITHRAINTIGHT COMPRESSION CONNECTORS AND LOCKNUT SECURED TIGHTLY TOTHE ENCLOSURE.

b) ENTRIES IN THE SIDE OF ENCLOSURES (BOXES, WIREWAYS AND AUXILIARYGUTTERS) SHALL BE MADE WITH A CONNECTOR, FLAT SEALING WASHER(EXTERNAL TO ENCLOSURE) AND LOCKNUT WITHIN THE ENCLOSURE, PLASTICBUSHING. OTHER APPROVED MEANS ARE:

1) EMT RAINTIGHT COMPRESSION CONNECTORS EQUAL TO BRIDGEPORT 'RT2'SERIES

2) RIGID STEEL AND IMC CONDUIT AND NIPPLES WITH SEALING LOCKNUTSINSTALLED OUTSIDE OF ENCLOSURE AND LOCKNUT WITHIN ENCLOSURE,PLASTIC BUSHING.

3) ENTRIES IN THE TOP AND SIDE OF ENCLOSURES ABOVE THE LEVEL OFUNINSULATED LIVE PARTS (SEE NFPA 70, SECTION 312) SHALL BE MADE WITHACCEPTABLE RAINTIGHT HUB. AN ACCEPTABLE RAINTIGHT HUB IS A HUB MADEBY THE ENCLOSURE MANUFACTURER OR A WATER TIGHT THREADED HUB.

a) NEMA 3 AND 3R STEEL ENCLOSURE SHALL USE THREADED HUBS EQUAL TOCOOPER CROUSE-HINDS SCRU-TITE HUB 'ST' SERIES, OR GROUND HUB 'STG'ZINC OR MALLEABLE IRON CONDUIT HUB

b) NEMA 3 AND 3R ALUMINUM ENCLOSURE SHALL USE THREADED HUBS EQUALTO COOPER CROUSE-HINDS SCRU-TITE HUB 'STA' SERIES, OR GROUND HUB'STGA' ALUMINUM HUB

c) NEMA 4X STAINLESS STEEL ENCLOSURE SHALL USE THREADED HUBS EQUALTO COOPER CROUSE-HINDS SCRU-TITE HUB 'STTG' SERIES

ELECTRICAL ROUGH FOR COMMERCIAL SHELL BUILDING

SCOPE OF WORK

FLORIDA POWER & LIGHTFPL

LOW VOLTAGELV

EXIT SIGN

DRAWING INDEX

E-0.00A ELECTRICAL LEGEND, NOTES, INDEX & ABBREVIATIONSE-1.00A OVERALL ELECTRICAL PLANE-1.01A PARTIAL ELECTRICAL PLANE-1.02A PARTIAL ELECTRICAL PLANE-2.00A LOAD CALCULATIONS, PANEL & RISER

E-0.00 A

ELECTRICAL LEGEND,NOTES, INDEX &ABBREVIATIONS



8831 Business Park Drive Building 3Fort Myers, Florida 33912



Building and Code DataAPPLICABLE CODES

Project Description


for Permit7-1-2016

2014 FLORIDA BUILDING CODE-BUILDING, 5TH EDITION 2014 FLORIDA PLUMBING CODE, 5TH EDITION 2014 FLORIDA MECHANICAL CODE, 5TH EDITION 2014 FLORIDA FUEL GAS CODE, 5TH EDITION 2014 FLORIDA ENERGY CONSERVATION CODE, 5TH EDITION 2014 FLORIDA FIRE PREVENTION CODE, 5TH EDITION 2002-01 BUILDING CONSTRUCTION ADMINISTRATIVE CODE CHAPTER 16 SAFEGUARDS DURING CONSTRUCTION ALTERATION

AND DEMOLITION OPERATIONS WITH LOCAL FIRE MARSHALL 2011 NFPA 70 NATIONAL ELECTRICAL CODE



Alico Business Park

NOT FOR CONSTRUCTION

WP

A

B

C

D

E

G

F

1 2 3 84 5 6 7

UNIT7-100

UNIT7-101

UNIT7-102

UNIT7-103

UNIT7-104

UNIT7-105

UNIT7-106

ENTRY7-000

ENTRY7-001

C C

C C

C

C

C

C

C

C

C

C

C

C

1" x 12" THREADEDRIGID NIPPLE THRUROOF (TYP OF 5)







A A

EXIT SIGN

EXIT SIGN

EXIT SIGN EXIT SIGN EXIT SIGN

EXIT SIGN EXIT SIGN EXIT SIGN EXIT SIGN EXIT SIGN EXIT SIGN

CW CW CW

CW CW

CW CW

J J J JJ J J

EXM EXM EXM EXM EXM EXM EXM

EXM EXM EXM EXM

WP(SIGN)

J

WP(SIGN)

J

1 1 1 1 1 1 1

WP WP WP WPWP WP

J

WP(SIGN)

2

2 2

WP(SIGN)

J

2

3

J

3

J

3

J

3

J

3

J

3

J

3

J

3

J

TELEPHONE SERVICE

CATV SERVICE

ELECTRICALSERVICE

HOUSEPANEL

PROVIDE (2) 3/4" PVC W/ PULLSTRING ABOVE CEILING TO MIDBAY OF EACH UNIT FOR TELE /CATV

A A

EXIT SIGN EXIT SIGN

EXM EXM

WP(SIGN)

J J

WP(SIGN)

2 2

3

J

3

J

3

J

WP(SIGN)

J

2

EXIT SIGN

EXM3

J

3

J

3

J

CW

CW CW








H 5,7

H4

H 5,7 H 5,7

H 5,7

H 5,7

H 5,7

H 5,7

H 5,7H9 H9 H9 H9

H 5,7H 5,7

H2 H2 H2 H2 H2 H2 H2

H2H2H2H2H2H2H2

E-1.00 A

OVERALLELECTRICAL PLAN







Project Description


for Permit7-1-2016





Alico Business Park


BUILDING ELECTRICAL PLAN

UNIT7-100

UNIT7-101

UNIT7-102

UNIT7-103

UNIT7-104

UNIT7-105

UNIT7-106

ENTRY7-000

ENTRY7-001

KEY PLAN

WP

A

B

C

D

E

G

F

1 2 3 4 5

UNIT7-100

UNIT7-101

UNIT7-102

UNIT7-103

UNIT7-104

ENTRY7-000

C C

C C

C

C

C

C

C

C





A A

EXIT SIGN

EXIT SIGN

EXIT SIGN EXIT SIGN EXIT SIGN

EXIT SIGN EXIT SIGN EXIT SIGN EXIT SIGN

CW CW

CW

CW

J J JJ J

EXM EXM EXM EXM EXM

EXM EXM EXM EXM

WP(SIGN)

J

WP(SIGN)

J

1 1 1 1 1

WP WP WP WP

J

WP(SIGN)

2

2 2

WP(SIGN)

J

2

3

J

3

J

3

J

3

J

3

J

3

J

3

J

3

J

3

J

CW

CW





H 5,7

H4

H 5,7

H 5,7

H 5,7

H 5,7H9 H9

H 5,7

H2 H2 H2 H2 H2

H2H2H2H2

E-1.01 A

PARTIALELECTRICAL PLAN







Project Description


for Permit7-1-2016





Alico Business Park


PARTIAL ELECTRICAL PLAN

UNIT7-100

UNIT7-101

UNIT7-102

UNIT7-103

UNIT7-104

UNIT7-105

UNIT7-106

ENTRY7-000

ENTRY7-001

KEY PLAN

84 5 6 7

UNIT7-102

UNIT7-103

UNIT7-104

UNIT7-105

UNIT7-106

ENTRY7-001

C

C

C

C

C

C

C

C

C

C






EXIT SIGN

EXIT SIGN EXIT SIGN EXIT SIGN EXIT SIGN

CW CW

CW

CW

J JJ J

EXM EXM EXM EXM

EXM

1 1 1 1

WP WPWP WP

WP(SIGN)

J

2

3

J

3

J

3

J

TELEPHONE SERVICE

CATV SERVICE

ELECTRICSERVICE

HOUSEPANEL

PROVIDE (2) 3/4" PVC W/ PULLSTRING ABOVE CEILING TO MIDBAY OF EACH UNIT FOR TELE /CATV

A A

EXIT SIGN EXIT SIGN

EXM EXM

WP(SIGN)

J J

WP(SIGN)

2 2

3

J

3

J

3

J

WP(SIGN)

J

2

EXIT SIGN

EXM3

J

3

J

3

J

CW

CW






H 5,7 H 5,7

H 5,7

H 5,7

H 5,7H9 H9

H 5,7

H2 H2 H2 H2

H2H2H2H2

E-1.02 A







Project Description


for Permit7-1-2016





Alico Business Park


PARTIALELECTRICAL PLAN

PARTIAL ELECTRICAL PLAN

UNIT7-100

UNIT7-101

UNIT7-102

UNIT7-103

UNIT7-104

UNIT7-105

UNIT7-106

ENTRY7-000

ENTRY7-001

KEY PLAN

A

B

C

D

E

G

F

1 2 3 84 5 6 7

UNIT7-100

UNIT7-101

UNIT7-102

UNIT7-103

UNIT7-104

UNIT7-105

UNIT7-106

ENTRY7-000

ENTRY7-001

6" SANITARY SEWER LINE,PROVIDE Y FOR FUTURETENANT WORK LOCATE ATMIDBAY, SLOPE 1/8" PER FT

WATER METER ANDGATE VALVE 1" LINEINTO BUILDING

H.B.H.B.H.B.

C.O. C.O.C.O.

H.B.

3" VTR3" VTR

HOSE BIBB 1/2" COOPERLINE DOWN WALLINTERIOR SIDE

TYPICAL SANITARY CLEANOUT,FLUSH WITH TOP OF FLOOR W/BRASS LID MAX. 100' SPACING



H.B.

TIE INTOEXISTING 6"SANITARYSEWER LINE

3" VTR3" VTR 3" VTR3" VTR 3" VTR




3" VTR3" VTR 3" VTR3" VTR 3" VTR3" VTR 3" VTR

1" COPPER WATER SERVICE LINEOVERHEAD (IN JOIST SPACE)PROVIDE 3/4" GATE VALVE LOCATEAT MIDBAY FOR TENANTCONNECTION & CAP


FLORIDA STATUTES471.003 QUALIFICATIONS FOR PRACTICE; EXEMPTIONS.—

(1) NO PERSON OTHER THAN A DULY LICENSED ENGINEER SHALL PRACTICE ENGINEERING ORUSE THE NAME OR TITLE OF “LICENSED ENGINEER,” “PROFESSIONAL ENGINEER,” OR ANYOTHER TITLE, DESIGNATION, WORDS, LETTERS, ABBREVIATIONS, OR DEVICE TENDING TOINDICATE THAT SUCH PERSON HOLDS AN ACTIVE LICENSE AS AN ENGINEER IN THIS STATE.

(2) THE FOLLOWING PERSONS ARE NOT REQUIRED TO BE LICENSED UNDER THE PROVISIONSOF THIS CHAPTER AS A LICENSED ENGINEER:

(h) ANY ELECTRICAL, PLUMBING, AIR-CONDITIONING, OR MECHANICAL CONTRACTOR WHOSE PRACTICE INCLUDES THE DESIGN AND FABRICATION OF ELECTRICAL, PLUMBING, AIR-CONDITIONING, OR MECHANICAL SYSTEMS, RESPECTIVELY, WHICH SHE OR HE INSTALLS BY VIRTUE OF A LICENSE ISSUED UNDER CHAPTER 489, UNDER PART I OF CHAPTER 553, OR UNDER ANY SPECIAL ACT OR ORDINANCE WHEN WORKING ON ANY CONSTRUCTION PROJECT WHICH:

1. REQUIRES AN ELECTRICAL OR PLUMBING OR AIR-CONDITIONING AND REFRIGERATION SYSTEM WITH A VALUE OF $125,000 OR LESS; AND

2. a. REQUIRES AN AGGREGATE SERVICE CAPACITY OF 600 AMPERES (240 VOLTS) OR LESS ON A RESIDENTIAL ELECTRICAL SYSTEM OR 800 AMPERES (240 VOLTS) OR

LESS ON A COMMERCIAL OR INDUSTRIAL ELECTRICAL SYSTEM;

b. REQUIRES A PLUMBING SYSTEM WITH FEWER THAN 250 FIXTURE UNITS; OR c. REQUIRES A HEATING, VENTILATION, AND AIR-CONDITIONING SYSTEM NOT TO

EXCEED A 15-TON-PER-SYSTEM CAPACITY, OR IF THE PROJECT IS DESIGNED TO ACCOMMODATE 100 OR FEWER PERSONS.

BUILDING PLUMBING PLAN

P-1.00 A

BUILDINGPLUMBING PLAN,NOTES & LEGEND







Project Description


for Permit7-1-2016





Alico Business Park


UNIT7-100

UNIT7-101

UNIT7-102

UNIT7-103

UNIT7-104

UNIT7-105

UNIT7-106

ENTRY7-000

ENTRY7-001

KEY PLAN

A

B

C

D

E

G

F

1 2 3 4 5

UNIT7-100

UNIT7-101

UNIT7-102

UNIT7-103

UN7-10

ENTRY7-000

H.B.H.B.

C.O. C.O.

3" VTR3" VTR





H.B.

3" VTR3" VTR


3" VTR3" VTR 3" VTR3" VTR


PARTIAL PLUMBING PLAN

P-1.01 A

PARTIAL PLUMBINGPLAN







Project Description


for Permit7-1-2016





Alico Business Park


UNIT7-100

UNIT7-101

UNIT7-102

UNIT7-103

UNIT7-104

UNIT7-105

UNIT7-106

ENTRY7-000

ENTRY7-001

KEY PLAN

84 5 6 7

UNIT7-102

UNIT7-103

UNIT7-104

UNIT7-105

UNIT7-106

ENTRY7-001


WATER METER ANDGATE VALVE 1" LINEINTO BUILDING

H.B.H.B.

C.O.C.O.

H.B.

TYPICAL SANITARY CLEANOUT,FLUSH WITH TOP OF FLOOR W/BRASS LID MAX. 100' SPACING TIE INTO

EXISTING 6"SANITARYSEWER LINE






PARTIAL PLUMBING PLAN

P-1.02 A

PARTIAL PLUMBINGPLAN







Project Description


for Permit7-1-2016





Alico Business Park


UNIT7-100

UNIT7-101

UNIT7-102

UNIT7-103

UNIT7-104

UNIT7-105

UNIT7-106

ENTRY7-000

ENTRY7-001

KEY PLAN

P-2.00 A

DOMESTIC WATERISOMETRIC







Project Description


for Permit7-1-2016





Alico Business Park


DOMESTIC WATER ISOMETRIC

P-2.01 A

SANITARYISOMETRIC







Project Description


for Permit7-1-2016





Alico Business Park


SANITARY ISOMETRIC

Florida Building Code, Sixth Edition (2017) - Energy Conservation

EnergyGauge Summit® Fla/Com-2017, Effective Date: Dec 31, 2017

IECC 2015 - Total Building Performance Compliance Option

Check List

Applications for compliance with the Florida Building Code, Energy Conservation shall

include:

This Checklist

The full compliance report generated by the software that contains the project

summary, compliance summary, certifications and detailed component compliance

reports.

The compliance report must include the full input report generated by the software as

contigous part of the compliance report.

Boxes appropriately checked in the Mandatory Section of the complaince report.

WARNING: INPUT REPORT NOT GENERATED.

To include input report in final submission, go to the Project Form, Settings Tab and check

the box - "Append Input Report to Compliance Output Report"

Then rerun your calculation

EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017

Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option5/30/2018 Page 1 of 14

PROJECT SUMMARY

Short Desc: Bldg7 Description: Alico Business Park Bldg 7 - Shell

Owner:

Address1: 16111 Lee Rd City: Fort Myers

Address2: State: FL

Zip: 33912

Type: Workshop Class: New Shell building

Jurisdiction: FORT MYERS, LEE COUNTY, FL (461200)

Conditioned Area: 15200 SF Conditioned & UnConditioned Area: 15200 SF

No of Stories: 1 Area entered from Plans 15200 SF

Permit No: 0 Max Tonnage 5

If different, write in: ______________________



ResultCriteriaDesignComponent

Compliance Summary

Gross Energy Cost (in $) 18,983.0 27,590.0 PASSED

LIGHTING CONTROLS PASSES

EXTERNAL LIGHTING No Entry

HVAC SYSTEM PASSES

PLANT No Entry

WATER HEATING SYSTEMS No Entry

PIPING SYSTEMS No Entry

Met all required compliance from Check List? Yes/No/NA

IMPORTANT MESSAGE

Info 5009 -- -- -- An input report of this design building must be submitted along with this

Compliance Report



CERTIFICATIONS

I hereby certify that the plans and specifications covered by this calculation are in compliance with the

Florida Energy Code

Prepared By: __________________ Building Official: __________________

Date: _________________ Date: __________________

I certify that this building is in compliance with the FLorida Energy Efficiency Code

Owner Agent: __________________ Date: __________________

If Required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Energy

Efficiency Code

Architect: Trianon Design Group Reg No: __________________

Electrical Designer: __________________ Reg No: __________________

Lighting Designer: __________________ Reg No: __________________

Mechanical Designer: __________________ Reg No: __________________

Plumbing Designer: __________________ Reg No: __________________

(*) Signature is required where Florida Law requires design to be performed by registered design

professionals. Typed names and registration numbers may be used where all relevant information is

contained on signed/sealed plans.



May 30, 2018

Project: Bldg7

Title: Alico Business Park Bldg 7 - Shell

Type: Workshop

(WEA File: FL_FORT_MYERS_PAGE_FIELD.tm3)

1) Proposed 2) Baseline

Total 1,173.80

$18,983

2,021.50

$32,459

ELECTRICITY(MBtu/kWh/$) 1,173.80

343903

$18,983

2,021.50

592309

$32,459

AREA LIGHTS 3.80

1103

$61

252.60

74013

$4,056

MISC EQUIPMT 76.00

22270

$1,229

76.00

22270

$1,220

PUMPS & MISC 0.00

7

$0

0.00

6

$0

SPACE COOL 752.30

220421

$12,167

1,250.20

366310

$20,074

SPACE HEAT 31.00

9077

$501

17.20

5035

$276

VENT FANS 310.70

91025

$5,025

425.50

124675

$6,832

Building End Uses

Credits Applied: None

Passing Criteria = 27590

Design (including any credits) = 18983

Passing requires Proposed Building cost to be at most 85% of

Baseline cost. This Proposed Building is at 58.5%

PASSES



CLP

(W)

Area or Length

or No. of Units

(Sqft or ft)

Allowance

(W/Unit)

CategoryDescription

External Lighting Compliance

ELPA

(W)

Tradable?

None

Project: Bldg7


Type: Workshop


Compli-

ance

Design

CP

Min

CP

DescriptionAcronym

Lighting Controls Compliance

Ashrae

ID

Area

(sq.ft)

31,001 Workshop 15,200 2 6 PASSESPr0Zo1Sp1

PASSES

Project: Bldg7


Type: Workshop


System Report Compliance

Pr0Sy8 System 8 Constant Volume Air Cooled

Split System < 65000 Btu/hr

Component Category Capacity Design

Eff

Eff

Criteria

Design

IPLV

IPLV

Criteria

Comp-

liance

No. of Units1

Cooling System Air Conditioners Air Cooled

Split System < 65000 Btu/h

Cooling Capacity

60000 14.00 13.00 12.80 PASSES

Heating System Electric Furnace 34100 1.00 1.00 PASSES

Air Handling

System -Supply

Air Handler (Supply) -

Constant Volume

2000 0.80 0.82 PASSES

PASSES



Comp

liance

CategoryMin

IPLV

Min

Eff

Design

IPLV

Design

Eff

SizeInstalled

No

Description

Plant Compliance

None

Comp

liance

Design

Loss

Design

Eff

Max

Loss

Min

EffCategoryTypeDescription

Water Heater Compliance

None

Piping System Compliance

Category Pipe Dia

[inches]

Ins Cond

[Btu-in/hr

.SF.F]

Operating

Temp

[F]

Is

Runout?

Ins

Thick [in]

ComplianceReq Ins

Thick [in]

None



Topic Section Component Description Yes N/A Exempt

Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department

of Energy and Pacific Northwest National Laboratory.

Adopted with permission

1. To be checked by Designer or Engineer

Insulation C303.2 Envelope Below-grade wall insulation installed per

manufacturer's instructions.

Insulation C303.2 Envelope Slab edge insulation installed per manufacturer's

instructions.

Insulation C303.2 Envelope Above-grade wall insulation installed per

manufacturer's instructions.

Insulation C402.3 Envelope High-albedo roofs satisfy one of the following:

3-year-aged solar reflectance >= 0.55 and thermal

emittance >= 0.75 or 3-year-aged solar

reflectance index >= 64.0.

Fenestration C402.4.4 Envelope U-factor of opaque doors associated with the

building thermal envelope meets requirements.

SYSTEM_SPECIFIC C403.2.12.1 Mechanical HVAC fan systems at design conditions do not

exceed allowable fan system motor nameplate hp

or fan system bhp.

SYSTEM_SPECIFIC C403.2.12.2 Mechanical HVAC fan motors not oversized beyond allowable

limits.

SYSTEM_SPECIFIC C403.2.3(8) Table Mechanical Heat Rejection Equipment: Minimum Efficiency

Requirement meet those listed in Table

C403.2.3(8)

HVAC C403.2.7 Mechanical Exhaust air energy recovery on systems meeting

Table C403.2.7(1) and C403.2.7(2).

SYSTEM_SPECIFIC C403.3 Mechanical Air economizers provided where required, meet

the requirements for design capacity, control

signal, ventilation controls, high-limit shut-off,

integrated economizer control, and provide a

means to relieve excess outside air during

operation.

SYSTEM_SPECIFIC C403.3.2 Mechanical Economizer operation will not increase heating

energy use during normal operation.

SYSTEM_SPECIFIC C403.3.4,

C403.3.4.1,

C403.3.4.2,

C403.3.1

Mechanical Water economizers provided where required,

meet the requirements for design capacity,

maximum pressure drop and integrated

economizer control.

SYSTEM_SPECIFIC C403.4.2.1 Mechanical Three-pipe hydronic systems using a common

return for hot and chilled water are not used.

SYSTEM_SPECIFIC C403.4.2.3.1 Mechanical Hydronic heat pump systems connected to a

common water loop meet heat rejection and heat

addition requirements.

SYSTEM_SPECIFIC C403.4.3.4 Mechanical Open-circuit cooling towers having water cooled

chiller systems and multiple or vairable speed

condenser pumps, are designed so that tower

cells can run in parallel with larger of flow crtieria.

SYSTEM_SPECIFIC C404.2 Mechanical Service water heating equipment meets efficiency

requirements.

Wattage C405.3 Interior Lighting Exit signs do not exceed 5 watts per face.

2. To be checked by Plan Reviewer

Plan Review C103.2 Envelope Plans and/or specifications provide all information

with which compliance can be determined for the

building envelope and document where

exceptions to the standard are claimed.



Plan Review C103.2 Mechanical Plans, specifications, and/or calculations provide

all information with which compliance can be

determined for the mechanical systems and

equipment and document where exceptions to the

standard are claimed. Load calculations per

acceptable engineering st

Plan Review C103.2 Mechanical Plans, specifications, and/or calculations provide


determined for the service water heating systems

and equipment and document where exceptions

to the standard are claimed. Hot water system

sized per manufact

Plan Review C103.2 Interior Lighting Plans, specifications, and/or calculations provide


determined for the interior lighting and electrical

systems and equipment and document where


Information provided shoul

Plan Review C103.2 Exterior Lighting Plans, specifications, and/or calculations provide


determined for the exterior lighting and electrical

systems and equipment and document where


Information provided shoul

Insulation C402.2.5 Envelope Slab edge insulation depth/length. Slab insulation

extending away from building is covered by

pavement or >= 10 inches of soil.

Insulation C402.2.6 Project Radiant heating systems panels insulated to

>=R-3.5 on face opposite space being heated.

HVAC C402.2.6 Mechanical Thermally ineffective panel surfaces of sensible

heating panels have insulation >= R-3.5.

Insulation C402.2.6 Envelope Radiant panels and associated components,

designed for heat transfer from the panel surfaces

to the occupants or indoor space are insulated

with a minimum of R-3.5.

Air Leakage C402.5.7 Envelope Vestibules are installed on all building entrances .

Doors have self-closing devices.

SYSTEM_SPECIFIC C403.2.12.3 Mechanical Fans have efficiency grade (FEG) >= 67. The total

efficiency of the fan at the design point of

operation <= 15% of maximum total efficiency of

the fan.

HVAC C403.2.13 Mechanical Unenclosed spaces that are heated use only

radiant heat.

HVAC C403.2.4.2 Mechanical Each zone equipped with setback controls using

automatic time clock or programmable control

system.

SYSTEM_SPECIFIC C403.2.4.4 Mechanical Zone isolation devices and controls installed

where applicable.

SYSTEM_SPECIFIC C403.2.4.7 Mechanical Fault detection and diagnostics installed with

air-cooled unitary DX units having economizers.

SYSTEM_SPECIFIC C403.2.5 Mechanical Hot water boilers supplying heat via one- or

two-pipe systems include outdoor setback control.

HVAC C403.2.6.1 Mechanical Demand control ventilation provided for spaces

>500 ft2 and >25 people/1000 ft2 occupant

density and served by systems with air side

economizer, auto modulating outside air damper

control, or design airflow >3,000 cfm.

SYSTEM_SPECIFIC C403.4.1.1 Mechanical Hydronic and multizone HVAC system controls

areVAV fans driven by mechanical or electrical

variable speed drive per Table C403.4.1.1.

SYSTEM_SPECIFIC C403.4.1.3 Mechanical Reset static pressure setpoint for DDC controlled

VAV boxes reporting to central controller based on

the zones requiring the most pressure.

SYSTEM_SPECIFIC C403.4.2 Mechanical Temperature reset by representative building

loads in pumping systems for chiller and boiler

systems >500,000 Btu/h.



SYSTEM_SPECIFIC C403.4.2.3.2.1 Mechanical Closed-circuit cooling tower within heat pump loop

have either automatic bypass valve or lower

leakage positive closure dampers. Open-circuit

tower within heat pump loop have automatic valve

to bypass all heat pump water flow around the

tower. Open- or cl

SYSTEM_SPECIFIC C403.4.2.4 Mechanical Hydronic systems greater than 500,000 Btu/h

designed for variable fluid flow.

SYSTEM_SPECIFIC C403.4.2.5 Mechanical System turndown requirement met through

multiple single-input boilers, one or more

modulating boilers, or a combination of

single-input and modulating boilers.

Boiler input between 1.0 MBtu/h and 5 MBtu/h

has 3:1 turndown ratio, boiler input between 5.0

SYSTEM_SPECIFIC C403.4.2.6 Mechanical Chilled water plants with multiple chillers have

capability to reduce flow automatically through the

chiller plant when a chiller is shut down.

Boiler plants with multiple boilers have the

capability to reduce flow automatically through the

boiler plant

SYSTEM_SPECIFIC C403.4.3,

C403.4.3.2

Mechanical Fan systems with motors >=7.5 hp associated

with heat rejection equipment to have capability to

operate at 2/3 of full-speed and auto speed

controls to control the leaving fluid temperature or

condensing temp/pressure of heat rejection

device.

SYSTEM_SPECIFIC C403.4.4.5 Mechanical Multiple zone HVAC systems have supply air

temperature reset controls.

SYSTEM_SPECIFIC C403.4.4.6 Mechanical Multiple zone VAV systems with DDC of individual

zone boxes have static pressure setpoint reset

controls.

SYSTEM_SPECIFIC C404.2.1 Mechanical Gas-fired water-heating equipment installed in

new buildings: where a singular piece of

water-heating equipment >= 1,000 kBtu/h serves

the entire building, thermal efficiency >= 90 Et.

Where multiple pieces of water-heating

equipment serve the building wi

SYSTEM_SPECIFIC C404.4 Mechanical All piping insulated in accordance with section

details and Table C403.2.10.

SYSTEM_SPECIFIC C404.5, C404.5.1,

C404.5.2

Mechanical Heated water supply piping conforms to pipe

length and volume requirements. Refer to section

details.

SYSTEM_SPECIFIC C404.6.3 Mechanical Pumps that circulate water between a heater and

storage tank have controls that limit operation

from startup to <= 5 minutes after end of heating

cycle.

SYSTEM_SPECIFIC C404.7 Mechanical Water distribution system that pumps water from

a heated-water supply pipe back to the

heated-water source through a cold-water supply

pipe is

a demand recirculation water system. Pumps

within this system have controls that start the

pump upon receiving

Wattage C405.5.1 Exterior Lighting Exterior lighting power is consistent with what is

shown on the approved lighting plans,

demonstrating proposed watts are less than or

equal to allowed watts.

Plan Review C405.6 Project Group R-2 dwelling units have separate electrical

meters.

Plan Review C406 Project Plans, specifications, and/or calculations provide


determined for the additional energy efficiency

package options.

SYSTEM_SPECIFIC C408.2.2.2 Mechanical HVAC hydronic heating and cooling coils have

means to balance and have pressure test

connections.

SYSTEM_SPECIFIC C408.2.2.2 Mechanical HVAC hydronic heating and cooling coils have

means to balance and have pressure test

connections.



3. To be checked by Inspector

Insulation C303.1 Envelope Roof insulation installed per manufacturerâ€™s

instructions. Blown or poured loose-fill insulation

is installed only where the roof slope is <=3 in 12.

Insulation C303.1 Envelope Building envelope insulation is labeled with

R-value or insulation certificate providing R-value

and other relevant data.

Fenestration C303.1.3 Envelope Fenestration products rated in accordance with

NFRC.

Fenestration C303.1.3 Envelope Fenestration products are certified as to

performance labels or certificates provided.

Insulation C303.2, C402.2.4 Envelope Floor insulation installed per manufacturer's

instructions. Cavity or structural slab insulation

installed in permanent contact with underside of

decking or structural slabs.

Insulation C303.2.1 Envelope Exterior insulation protected against damage,

sunlight, moisture, wind, landscaping and

equipment maintenance activities.

Insulation C303.2.1 Envelope Exterior insulation is protected from damage with

a protective material. Verification for exposed

foundation insulation may need to occur during

Foundation Inspection.

Insulation C402.1.3 Envelope Non-swinging opaque doors have R-4.75

insulation.

Insulation C402.2.2 Envelope Skylight curbs are insulated to the level of roofs

with insulation above deck or R-5.

Insulation C402.2.2 Envelope Insulation intended to meet the roof insulation

requirements cannot be installed on top of a

suspended ceiling. Mark this requirement

compliant if insulation is installed accordingly.

Air Leakage C402.5 Envelope Building envelope contains a continuous air

barrier that has been tested and deemed to limit

air leakage <= 0.40 cfm/ft2.

Air Leakage C402.5.1 Envelope The building envelope contains a continuous air

barrier that is sealed in an approved manner and

either constructed or tested in an approved

manner. Air barrier penetrations are sealed in an

approved manner.

Air Leakage C402.5.1.1 Envelope All sources of air leakage in the building thermal

envelope are sealed, caulked, gasketed, weather

stripped or wrapped with moisture

vapor-permeable wrapping material to minimize

air leakage.

Air Leakage C402.5.1.2.1 Envelope The building envelope contains a continuous air


material permeability <= 0.004 cfm/ft2. Air barrier

penetrations are sealed in an approved manner.

Air Leakage C402.5.1.2.2 Envelope The building envelope contains a continuous air


average assembly air leakage <= 0.04 cfm/ft2.

Air barrier penetrations are sealed in an approved

manner.

Air Leakage C402.5.2, C402.5.4 Envelope Factory-built fenestration and doors are labeled

as meeting air leakage requirements.

Air Leakage C402.5.3 Envelope Where open combustion air ducts provide

combustion air to open combustion fuel burning

appliances, the appliances and combustion air

opening are located outside the building thermal

envelope or enclosed in a room, isolated from

inside the thermal envelope

Air Leakage C402.5.5,

C403.2.4.3

Envelope Stair and elevator shaft vents have motorized

dampers that automatically close.

Air Leakage C402.5.5,

C403.2.4.3

Envelope Outdoor air and exhaust systems have motorized

dampers that automatically shut when not in use

and meet maximum leakage rates. Check gravity

dampers where allowed.

Air Leakage C402.5.6 Envelope Weatherseals installed on all loading dock cargo

doors.



Air Leakage C402.5.8 Envelope Recessed luminaires in thermal envelope to limit

infiltration and be IC rated and labeled. Seal

between interior finish and luminaire housing.

HVAC C403.2.1 Mechanical HVAC systems and equipment design loads

calculated in accordance with

ANSI/ASHRAE/ACCA Standard 183 or by an

approved equivalent computational procedure

SYSTEM_SPECIFIC C403.2.10 Mechanical HVAC piping insulation thickness. Where piping

is installed in or under a slab, verification may

need to occur during Foundation Inspection.

HVAC C403.2.3 Mechanical HVAC equipment efficiency verified.

SYSTEM_SPECIFIC C403.2.3 Mechanical PTAC and PTHP with sleeves 16 in. by 42 in.

labeled for replacement only as per Footnote b to

Table C403.2.3(3).

SYSTEM_SPECIFIC C403.2.4.1 Mechanical Heating and cooling to each zone is controlled by

a thermostat control. Minimum one humidity

control device per installed

humidification/dehumidification system.

SYSTEM_SPECIFIC C403.2.4.1.1 Mechanical Heat pump controls prevent supplemental electric

resistance heat from coming on when not needed.

HVAC C403.2.4.1.2 Mechanical Thermostatic controls have a 5 Â°F deadband.

HVAC C403.2.4.1.2 Mechanical Thermostatic controls have a 5 Â°F deadband.

HVAC C403.2.4.1.3 Mechanical Temperature controls have setpoint overlap

restrictions.

HVAC C403.2.4.2.1,

C403.2.4.2.2

Mechanical Automatic Controls: Setback to 55°F (heat) and

85°F (cool); 7-day clock, 2-hour occupant

override, 10-hour backup

SYSTEM_SPECIFIC C403.2.4.2.3 Mechanical Systems include optimum start controls.

HVAC C403.2.4.5,

C403.2.4.6

Mechanical Snow/ice melting system sensors for future

connection to controls. Freeze protection systems

have automatic controls installed.

HVAC C403.2.6.2 Mechanical Enclosed parking garage ventilation has

automatic contaminant detection and capacity to

stage or modulate fans to 50% or less of design

capacity.

HVAC C403.2.9 Mechanical HVAC ducts and plenums insulated. Where ducts

or plenums are installed in or under a slab,

verification may need to occur during Foundation

Inspection.

SYSTEM_SPECIFIC C403.2.9.1.3 Mechanical Ductwork operating >3 in. water column requires

air leakage testing.

SYSTEM_SPECIFIC C403.4.1.2 Mechanical VAV fans have static pressure sensors located so

controller setpoint <=1.2 w.c..

SYSTEM_SPECIFIC C403.4.2.2 Mechanical Two-pipe hydronic systems using a common

distribution system have controls to allow a

deadband >=15ºF, allow operation in one mode

for at least 4 hrs before changeover, and have

rest controls to limit heating and cooling supply

temperature to <=30 ºF.

SYSTEM_SPECIFIC C403.4.2.3.3 Mechanical Two-position automatic valve interlocked to shut

off water flow when hydronic heat pump with

pumping system >10 hp is off.

SYSTEM_SPECIFIC C403.4.4.5,

C403.4.4.5.1-4

Mechanical Zone controls can limit simultaneous heating and

cooling and sequence heating and cooling to each

zone.

SYSTEM_SPECIFIC C403.4.5 Mechanical Condenser heat recovery system that can heat

water to 85ºF or provide 60% of peak heat

rejection is installed for preheating of service hot

water.

SYSTEM_SPECIFIC C403.4.6 Mechanical Hot gas bypass limited to:

<=240 kBtu/h - 50% capacity,

>240 kBtu/h - 25% capacity

SYSTEM_SPECIFIC C404.3 Mechanical Heat traps installed on non-circulating storage

water tanks.



SYSTEM_SPECIFIC C404.3 Mechanical Heat traps installed on supply and discharge

piping of non-circulating systems.

SYSTEM_SPECIFIC C404.3 Mechanical Heat traps installed on supply and discharge

piping of non-circulating systems.

SYSTEM_SPECIFIC C404.6.1 Mechanical Controls are installed that limit the operation of a

recirculation pump installed to maintain

temperature of a storage tank. System return pipe

is a dedicated return pipe or a cold water supply

pipe.

SYSTEM_SPECIFIC C404.6.1, C404.6.2 Mechanical Automatic time switches installed to automatically

switch off the recirculating hot-water system or

heat trace.

SYSTEM_SPECIFIC C404.9.1 Mechanical Pool heaters are equipped with on/off switch and

no continuously burning pilot light.

SYSTEM_SPECIFIC C404.9.2 Mechanical Time switches are installed on all pool heaters

and pumps.

SYSTEM_SPECIFIC C404.9.2 Mechanical Time switches are installed on all pool heaters

and pumps.

SYSTEM_SPECIFIC C404.9.3 Mechanical Vapor retardant pool covers are provided for

heated pools and permanently installed spas.

Controls C405.2.1 Interior Lighting Lighting controls installed to uniformly reduce the

lighting load by at least 50%.

Controls C405.2.1 Interior Lighting Occupancy sensors installed in required spaces.

Controls C405.2.1,

C405.2.2.3

Interior Lighting Independent lighting controls installed per

approved lighting plans and all manual controls

readily accessible and visible to occupants.

Controls C405.2.2.1 Interior Lighting Automatic controls to shut off all building lighting

installed in all buildings.

Controls C405.2.3 Interior Lighting Daylight zones provided with individual controls

that control the lights independent of general area

lighting.

Controls C405.2.3,

C405.2.3.1,

C405.2.3.2

Interior Lighting Primary sidelighted areas are equipped with

required lighting controls.

Controls C405.2.3,

C405.2.3.1,

C405.2.3.3

Interior Lighting Enclosed spaces with daylight area under

skylights and rooftop monitors are equipped with

required lighting controls.

Controls C405.2.4 Interior Lighting Separate lighting control devices for specific uses

installed per approved lighting plans.

Wattage C405.2.4 Interior Lighting Additional interior lighting power allowed for

special functions per the approved lighting plans

and is automatically controlled and separated

from general lighting.

Controls C405.2.5 Exterior Lighting Automatic lighting controls for exterior lighting

installed. Controls will be daylight controlled, set

based on business operation time-of-day, or

reduce connected lighting > 30%.

Wattage C405.4.1 Interior Lighting Interior installed lamp and fixture lighting power is

consistent with what is shown on the approved

lighting plans, demonstrating proposed watts are

less than or equal to allowed watts.

Mandatory Additional Efficiency PackageC406.4 Project Enhanced digital lighting controls efficiency

package: Interior lighting has following enhanced

lighting controls in accordance with Section

C405.2.2:

Luminaires capable of continuous dimming and

being addressed individually, <= 8 luminaires

controlled in

Mandatory Additional Efficiency PackageC406.6 Project Dedicate outdoor air system efficiency package:

Buildings with hydronic and/or multiple-zone

HVAC systems are equipped with an independent

ventilation system designed to provide >=

100-percent outdoor air to each individual

occupied space, as specified by



Mandatory Additional Efficiency PackageC406.7, C406.7.1 Project Enhanced Service Water Heat System efficiency

package. One of the following SWH system

enhancements must satisfy 60 percent of hot

water requirements, or 100 percent if the building

otherwise complies with heat recovery per Section

C403.4.5: Waste heat re

HVAC C408.2.2.1 Mechanical Air outlets and zone terminal devices have means

for air balancing.

HVAC C408.2.2.1 Mechanical Air outlets and zone terminal devices have means

for air balancing.

Testing C408.2.3.2 Mechanical HVAC control systems have been tested to

ensure proper operation, calibration and

adjustment of controls.

4. To be checked by Inspector at Project Completion and Prior to Issuance of

Certificate of OccupancyPost Construction C303.3, C408.2.5.2 Interior Lighting Furnished O&M instructions for systems and

equipment to the building owner or designated

representative.

Post Construction C303.3, C408.2.5.3 Mechanical Furnished O&M manuals for HVAC systems

within 90 days of system acceptance.

Fenestration C402.4.2.2 Envelope Skylights in office, storage, automotive service,

manufacturing, non-refrigerated warehouse, retail

store, and distribution/sorting area have a

measured haze value > 90 percent unless

designed to exclude direct sunlight.

Post Construction C408.2.1 Mechanical Commissioning plan developed by registered

design professional or approved agency.

Post Construction C408.2.3.1 Mechanical HVAC equipment has been tested to ensure

proper operation.

Post Construction C408.2.3.3 Mechanical Economizers have been tested to ensure proper

operation.

Post Construction C408.2.4 Mechanical Preliminary commissioning report completed and

certified by registered design professional or

approved agency.

Post Construction C408.2.5.1 Mechanical Furnished HVAC as-built drawings submitted

within 90 days of system acceptance.

Post Construction C408.2.5.1 Interior Lighting Furnished as-built drawings for electric power

systems within 90 days of system acceptance.

Post Construction C408.2.5.3 Mechanical An air and/or hydronic system balancing report is

provided for HVAC systems.

Post Construction C408.2.5.4 Mechanical Final commissioning report due to building owner

within 90 days of receipt of certificate of

occupancy.

Post Construction C408.3 Interior Lighting Lighting systems have been tested to ensure

proper calibration, adjustment, programming, and

operation.



EnergyGauge Summit® v6.00

INPUT DATA REPORT

Bldg7Project Name:

16111 Lee RdAddress:

Owner:

FLState:

Zip:

WorkshopBuilding Type:

New Shell buildingBuilding Classification:

1No.of Stories:

Orientation:

15200GrossArea:

Project Information

33912

0 Deg Clockwise. Walls & Windows will

be rotated accordinglyAlico Business Park Bldg 7 - ShellProject Title:

SF

Type DescriptionAcronym

Zones

Area

[sf]

Multiplier Total Area

[sf]

No

Pr0Zo1 Zone 1 CONDITIONED 15200.0 1 15200.0 1

Width

[ft]

Depth

[ft]

Description

Spaces

Acronym Height

[ft]

No Multi

plier

Total Area

[sf]

Total Volume

[cf]

Type

15/30/2018 EnergyGauge Summit® v6.00

Pr0Zo1In Zone:

Zo0Sp1 80.00 190.00 22.00 Pr0Zo1Sp1 1 15200.0 334400.0Workshop 1

Control TypePower

[W]

Type

Lighting

No.of

Ctrl pts

No Category No. of

Luminaires

Watts per

Luminaire

In Zone: Pr0Zo1

In Space: Pr0Zo1Sp1

1 LED 360 Manual On/Off 6General Lighting 30 12

OrientationNo

Walls (Walls will be rotated clockwise by building rotation value)

Description Width

[ft]

H (Effec)

[ft]

Multi

plier

Area

[sf]

Conductance

[Btu/hr. sf. F]

Dens.

[lb/cf]

Heat

Capacity

[Btu/sf.F]

R-Value

[h.sf.F/Btu]

Type

In Zone: Pr0Zo1

1 Pr0Zo1Wa1 80.00 23.00 1 1840.0 0.1491 5.653 37.15 6.7 5/8" stucco

/8"CMU/R4.1

FiFoil/BTWN24"oc/

.5" Gyp

North

2 Pr0Zo1Wa1 190.00 25.00 1 4750.0 0.1491 5.653 37.15 6.7 5/8" stucco

/8"CMU/R4.1

FiFoil/BTWN24"oc/

.5" Gyp

East

3 Pr0Zo1Wa1 80.00 23.00 1 1840.0 0.1491 5.653 37.15 6.7 5/8" stucco

/8"CMU/R4.1

FiFoil/BTWN24"oc/

.5" Gyp

South

4 Pr0Zo1Wa1 190.00 21.00 1 3990.0 0.1491 5.653 37.15 6.7 5/8" stucco

/8"CMU/R4.1

FiFoil/BTWN24"oc/

.5" Gyp

West


No UOrientation

Windows (Windows will be rotated clockwise by building rotation value)

Description

[Btu/hr sf F]

SHGCShaded Vis.Tra W

[ft]

H (Effec)

[ft]

Multi

plier [sf]

Total Area

Pr0Zo1In Zone:

East WallIn Wall:

1 Pr0Zo1Wa1Wi1 East 1.0700 0.52 0.76 3.00 3.00 1 9.0No

2 Pr0Zo1Wa1Wi2 East 1.0700 0.52 0.76 6.00 8.00 8 384.0No

North WallIn Wall:

1 Pr0Zo1Wa1Wi1 North 1.0700 0.52 0.76 3.00 3.00 6 54.0No

South WallIn Wall:

1 Pr0Zo1Wa1Wi1 South 1.0700 0.52 0.76 3.00 3.00 6 54.0No

Doors

No Description Area

[sf]

Multi

plier

H (Effec)

[ft]

Width

[ft]

Shaded? Cond.

[Btu/hr. sf. F]

Dens.

[lb/cf]

Heat Cap.

[Btu/sf. F]

R-Value

[h.sf.F/Btu]

Type

In Zone: Pr0Zo1

In Wall: West Wall

24.0 8 8.00 3.00 Pr0Zo1Wa6Dr1 1 0.3504 0.00 0.00 2.85 Solid core flush

(2.25)

No

168.0 8 14.00 12.00 Pr0Zo1Wa6Dr2 2 0.3504 0.00 0.00 2.85 Solid core flush

(2.25)

No

Roofs

No Description Width

[ft]

Tilt

[deg]

Area

[sf]

Multi

plier

H (Effec)

[ft]

Type Cond.

[Btu/hr. Sf. F]

Dens.

[lb/cf]

Heat Cap

[Btu/sf. F]

R-Value

[h.sf.F/Btu]

In Zone: Pr0Zo1

1 Pr0Zo1Rf2 190.00 80.00 1 15200.0 0.00 0.0868 11.5 12.01 0.93 Sngl

Ply/3"Iso/1/2"WD

Deck/WD Truss/Gyp

Br


UType DescriptionNo

Skylights

SHGC

[Btu/hr sf F]

Vis.Trans W

[ft]

H (Effec)

[ft]

Area

[Sf]

Multiplier Total Area

[Sf]

In Zone:

In Roof:

Floors

No Description Area

[sf]

Multi

plier

H (Effec)

[ft]

Width

[ft]

Type Cond.

[Btu/hr. sf. F]

Dens.

[lb/cf]

Heat Cap.

[Btu/sf. F]

R-Value

[h.sf.F/Btu]

In Zone: Pr0Zo1

1 Pr0Zo1Fl2 190.00 15200.0 1 80.00 1 ft. soil, concrete

floor, carpet and

rubber pad

0.2681 34.00 113.33 3.73

Systems

Pr0Sy8 System 8 Constant Volume Air Cooled Split

System < 65000 Btu/hr

Component Category Capacity Efficiency IPLV

1No. Of Units

1 Cooling System 60000.00 14.00 12.80

2 Heating System 34100.00 1.00

3 Air Handling System -Supply 2000.00 0.80

Eff.Inst.NoSizeCategory Equipment IPLV

Plant


LossEfficiencyI/P Rt.Cap.UnitCapacityW-Heater Description

Water Heaters

WattageArea/Len/No. of unitsCategory Description

[sf/ft/No] [W]

Ext-Lighting

No. of

Luminaires

Watts per

Luminaire

Control Type

Insulation

Thickness

[in]

Nomonal pipe

Diameter

[in]

Insulation

Conductivity

[ Btu-in/h.sf.F]

Operating

Temperature

[F]

Type

Piping

Is Runout?No

VLTSHGCGlass

Conductance

[Btu/h.sf.F]

No. of

Panes

Glass Type

Fenestration Used

Name

User Defined 1 1.0700 0.5200 0.7600 ApLbWnd13


RValue

[h.sf.F/Btu]

SpecificHeat

[Btu/lb.F]

Density

[lb/cf]

Conductivity

[Btu/h.ft.F]

Thickness

[ft]DescriptionAcronymMat No

Materials Used

Only R-Value

Used

187 Matl187 GYP OR PLAS

BOARD,1/2IN

0.0417 0.0920 50.00 0.2000 0.4533 No

178 Matl178 CARPET W/RUBBER PAD 1.2300 Yes

265 Matl265 Soil, 1 ft 1.0000 0.5000 100.00 0.2000 2.0000 No

48 Matl48 6 in. Heavyweight concrete 0.5000 1.0000 140.00 0.2000 0.5000 No

268 Matl268 0.625" stucco 0.0521 0.4000 16.00 0.2000 0.1302 No

42 Matl42 8 in. Lightweight concrete

block

0.6670 0.3300 38.00 0.2000 2.0212 No

12 Matl12 3 in. Insulation 0.2500 0.0250 2.00 0.2000 10.0000 No

279 Matl279 Solid core flush (2.25") 2.8537 Yes

244 Matl244 PLYWOOD, 1/2IN 0.0417 0.0660 34.00 0.2900 0.6318 No

82 Matl82 ASPHALT-SHINGLE AND

SIDING

0.4400 Yes

1002 ApLbMat1002 R-4.1 Fi Foil Insulatrion 4.1000 Yes

Constructs Used

1011 5/8" stucco /8"CMU/R4.1

FiFoil/BTWN24"oc/.5" Gyp

0.15 5.65 37.15 6.7

No NameConductance

[Btu/h.sf.F]

Heat Capacity

[Btu/sf.F]

Density

[lb/cf]

RValue

[h.sf.F/Btu]

Layer Material

No.

Material Thickness

[ft]

Framing

Factor

No

Simple

Construct

No

Massless

Construct

1 268 0.625" stucco 0.0521 0.000

2 42 8 in. Lightweight concrete block 0.6670 0.000

3 1002 R-4.1 Fi Foil Insulatrion 0.1746 0.000

4 187 GYP OR PLAS BOARD,1/2IN 0.0417 0.000


1042 Sngl Ply/3"Iso/1/2"WD Deck/WD Truss/Gyp

Br

0.09 0.93 12.01 11.5

No NameConductance

[Btu/h.sf.F]

Heat Capacity

[Btu/sf.F]

Density

[lb/cf]

RValue

[h.sf.F/Btu]

Layer Material

No.

Material Thickness

[ft]

Framing

Factor

No

Simple

Construct

No

Massless

Construct

1 82 ASPHALT-SHINGLE AND SIDING 0.000

2 244 PLYWOOD, 1/2IN 0.0417 0.000

3 12 3 in. Insulation 0.2500 0.000

4 187 GYP OR PLAS BOARD,1/2IN 0.0417 0.000

1057 1 ft. soil, concrete floor, carpet and rubber pad 0.27 34.00 113.33 3.7

No NameConductance

[Btu/h.sf.F]

Heat Capacity

[Btu/sf.F]

Density

[lb/cf]

RValue

[h.sf.F/Btu]

Layer Material

No.

Material Thickness

[ft]

Framing

Factor

No

Simple

Construct

No

Massless

Construct

1 265 Soil, 1 ft 1.0000 0.000

2 48 6 in. Heavyweight concrete 0.5000 0.000

3 178 CARPET W/RUBBER PAD 0.000

1058 Solid core flush (2.25) 0.35 2.9

No NameConductance

[Btu/h.sf.F]

Heat Capacity

[Btu/sf.F]

Density

[lb/cf]

RValue

[h.sf.F/Btu]

Layer Material

No.

Material Thickness

[ft]

Framing

Factor

No

Simple

Construct

Yes

Massless

Construct

1 279 Solid core flush (2.25") 0.000


2018-May-30 11:34:19Right-Suite® U niv ersal 2018 18.0.08 RSU25198 Page 1

...lico Business Park Bldg 7 - Shell 5.30.2018.rup Calc = MN5 Front Door faces: W

Alico Business Park Bld...Job:Right-Suite® Universal 2018 Load SummaryMay 30, 2018Date:

Entire Building Eric StrubleBy:

E-Calcs Plus, Inc.

9250 Corkscrew Rd, Suite 8, Estero, FL 33928 Phone: 239.810.6106 Email: [email protected] Web: www.ecalcsplus.com

Project InformationAlico Business Park Bldg 7 - Shell, Trianon Design GroupFor:16111 Lee Rd, Fort Myers, FL 33912

COOLING LOADEntire BuildingZone:

Peak load at Jul 1700 LDTat Jul 1700 LDT1. DESIGN CONDITIONSInside: °F75 Outside: °F92 TD: °F17RH: 50 % MoistDiff: gr/lb50.0 Mult: 1.0 Ins.wb °F63

Sensible Latent208232. SOLAR RADIATION THROUGH GLASS -

3. TRANSMISSION GAINS Sensible 101435 -Walls: 29388 - -Glass: 10278 - -Doors: 27880 - -Partitions: 0 - -Floors: 0 - -Ceilings: 33889 - -

4. INTERNAL HEAT GAIN Sensible Latent 1900079058Occupants: 1900010830 - -Lights: 68228 - - -Motors: 0 - - -Appliances: 00 - -

5. INFILTRATION: 699Outside air cfm: 13446 237406. SUBTOTAL: Space load Sensible Latent 42740214762

Envelope 42740214762 - -Less external 0 - - -Redistribution 00 - -

460687. SUPPLY DUCT -8. SUBTOTAL: Space load + supply duct 260830 -

1550Actual cfm: at supply TD: 20 - -Make-up air cfm:9. VENTILATION: 17539912 30966

10. RETURN AIR LOAD: Lighting + plenum (net) 0 -3928111. RETURN DUCT -

9323731764912. TOTAL LOADS ON EQUIPMENT

HEATING LOAD

13. DESIGN CONDITIONS Mult: 1.0Inside: °F70 Outside: °F47 TD: °F23

14. TRANSMISSION LOSSES 102618Walls: 29405 -Glass: 15888 -Doors: 21344 -Partitions: 0 -Floors: 14656 -Ceilings: 21326 -

15. INFILTRATION: 338861340Outside air cfm:16. SUBTOTAL: Space load 136504

Envelope 136504 -Less external 0 -Less transfer 0 -Redistribution 0 -

17. SUPPLY DUCT: 3483318. VENTILATION: 23060912Make-up air cfm:19. HUMIDIFICATION 12229

Piping 020. RETURN DUCT 855121. TOTAL HEATING LOAD ON EQUIPMENT 215177

Job #: Alico Business Park Bldg 7 - Shell Performed by Eric Struble for:

Alico Business Park Bldg 7 - Shell 16111 Lee Rd

Fort Myers, FL 33912

E-Calcs Plus, Inc.

9250 Corkscrew Rd, Suite 8 Estero, FL 33928

Phone: 239.810.6106 www.ecalcsplus.com [email protected]

Scale: 1 : 317

Page 1 Right-Suite® Universal 2018

18.0.08 RSU25198 2018-May-30 11:35:18

...ark Bldg 7 - Shell 5.30.2018.rup

N

Ground Level

Building Shell

GENERAL STRUCTURAL NOTES

GENERAL: DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND APPLY TO SIMILARSITUATIONS ELSEWHERE, EXCEPT AS OTHERWISE INDICATED. ADAPT REQUIREMENTS OF DETAILS,SECTIONS, PLANS, AND NOTES AT LOCATIONS WHERE CONDITIONS ARE SIMILAR. CENTER ALL FOOTINGSAND PIERS UNDER COLUMNS ABOVE UNLESS SPECIFICALLY DIMENSIONED OTHERWISE.

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

CONTRACTOR SHALL LOCATE ALL BURIED UTILITIES PRIOR TO EXCAVATION FOR BUILDING FOUNDATIONS.THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF POTENTIAL CONFLICTS BETWEEN FOUNDATIONS ANDBURIED UTILITIES.

CODE REQUIREMENTS: THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE2017 EDITION OF THE FLORIDA BUILDING CODE 6th EDITION. FOLLOW ALL APPLICABLE PROVISIONS FORALL PHASES OF CONSTRUCTION.

TEMPORARY CONDITIONS: THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ONINTERACTION OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, ANDOTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE WORK. THE STRUCTURESHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER FINAL CONFIGURATION ONLY.

RETAINING WALLS WHICH TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE UPPER SLABSREACH FULL STRENGTH, UNLESS ADEQUATE BRACING IS PROVIDED AT THE TOP OF THE WALL.

EXISTING CONDITIONS: ADDITIONS ARE IN COMPLIANCE WITH THE 2017 EDITION OF THE FLORIDAEXISTING BUILDING CODE.

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

EXERCISE EXTREME CARE AND CAUTION WHEN EXCAVATING AND FILLING ADJACENT TO EXISTINGSTRUCTURES. UNDER NO CIRCUMSTANCES SHALL THE STRUCTURAL INTEGRITY OF THE EXISTINGSTRUCTURES BE IMPAIRED IN ANY WAY BY CONSTRUCTION OPERATIONS AND PROCEDURES. DO NOTEXCAVATE OR DISTURB SOIL ADJACENT TO OR BENEATH EXISTING FOOTINGS.

DESIGN CRITERIA: DESIGN WAS BASED ON STRENGTH AND DEFLECTION CRITERIA OF THE2017 6th Ed FLORIDA BUILDING CODE. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS ANDALLOWABLE'S WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER THE 2017 FBC:

ROOF: 20 PSF LL 30 PSF SDL FLOORS:STORAGE: 125 PSF LL 20 PSF SDL NOTE: LOADING ABOVE INCLUDES 5 PSF FOR SPRINKLER PIPING

WIND SPEED 160 MPH ULTIMATE PER CHAPTER 26 ASCE 7-16124 MPH NOMINAL

RISK CATEGORY IIEXPOSURE: BINTERNAL PRESSURE COEFF +- 0.18 ENCLOSED

OPENINGS BELOW 60 FEET SHALL BE PROTECTED FROM WIND BORNE DEBRIS PER FBC 2017 ANDASCE 7-16 REQUIREMENTS.

FOUNDATIONS: FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSFON COMPACTED FILL. BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY SHALL BE VERIFIEDBY A SUBSURFACE INVESTIGATION, AS WELL AS FIELD AND LABORATORY TESTS PERFORMED BY ACERTIFIED TESTING LABORATORY, WHO'S REPORT SHALL INCLUDE ANALYSIS AND RECOMMENDATIONSFOR SITE PREPARATION IN ORDER TO BEAR THE FOUNDATION LOADS. ABOVE REPORT SHALL BESUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW BEFORE FOUNDATION CONSTRUCTION BEGINS.

SUBMITTALS: SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION ANDCONSTRUCTION REGARDING ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING:

CONCRETE MIX DESIGNS,CONCRETE AND MASONRY REINFORCING, STEEL DECK.

SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THEARCHITECTENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED.

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

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

COLD FORMED METAL STUDS,

SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OFFLORIDA, AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. CALCULATIONS SHALLBE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE,CONSIDERING LOCALIZED EFFECTS ON THESTRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. DESIGN SHALL BE BASED ON THEREQUIREMENTS OF THE 2017 FBC.

SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNINTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH,ELEVATIONS, DIMENSIONS, ETC. CONTRACTOR SHALL NOT BE RELIEVED FROMRESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE ENGINEER'SREVIEW.

CONCRETE: REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO THE FBC AND ACI318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". CONCRETE STRENGTHSSHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, AND SHALL BEAS FOLLOWS:

CABS WCUSE3000 PSI0.58 FOUNDATIONS SLAB ON GRADE 4000 PSI0.44 ALL USES, U.N.O.5000PSI 0.40FLOOR ROOF

CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. FLY ASH CONFORMING TO ASTM C618,TYPE F OR TYPE C, MAY BE USED TO REPLACE UP TO 20 OF THE CEMENT CONTENT,PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA. COARSE AGGREGATESHALL CONFORM TO ASTM C33 WITH A MAXIMUM SIZE OF 34". FINE AGGREGATE SHALL BECLEAN, DURABLE, NATURAL SAND CONFORMING TO ASTM C33.

A WATER-REDUCING ADMIXTURE, IF USED, SHALL CONFORM TO ASTM C494 AND USED INSTRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, SHALL BEINCORPORATED IN CONCRETE DESIGN MIXES. A HIGH-RANGE WATER-REDUCING ADMIXTURECONFORMING TO ASTM C494, TYPE F OR G, MAY BE USED IN CONCRETE MIXES, PROVIDINGTHAT THE SLUMP DOES NOT EXCEED 8”. SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMSNOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEERBEFORE POURING. NO SLEEVE, OPENING, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, ORCOLUMNS UNLESS APPROVED BY THE ENGINEER. CONDUITS EMBEDDED IN SLABS SHALL NOT BELARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOTBE SPACED CLOSER THAN THREE DIAMETERS ON CENTER.

PROVIDE 3/4” CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. WHEREINDICATED OR REQUIRED, SLOPE CONCRETE SLABS TO DRAINS SHOWN ON PLUMBING AND ORARCHITECTURAL DRAWINGS.

ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS.

SHORING AND RESHORING: SHORING AND RESHORING SHALL CONFORM TO ACI 347R-04.SHORING AND SUPPORTING FORMWORK SHALL NOT BE REMOVED FROM HORIZONTAL MEMBERSBEFORE CONCRETE STRENGTH IS AT LEAST 70 PERCENT OF DESIGN STRENGTH, AS DETERMINED BYFIELD CURE CYLINDERS. IN ADDITION, SHORING SHALL NOT BE REMOVED SOONER THAN RECOMMENDEDBY ACI 347R-04, SECTION 3.7.2.3. FORMWORK SHALL NOTBE REMOVED IN LESS THAN TEN (10) DAYS.

REINFORCING STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FORDEFORMED BAR AND ASTM A1064 FOR SMOOTH WELDED WIRE FABRIC (WWF), UNLESSOTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706.REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH 16 ANNEALED IRON WIRE.

ALL DETAILING AND ACCESSORIES SHALL CONFORM TO ACI DETAILING MANUAL SP-66.PROVIDE CHAIRS, SPACERS, BOLSTERS, AND ITEMS IN CONTACT WITH FORMS WITH HOT-DIPGALVANIZED LEGS OR PLASTIC LEGS. ACCURATELY POSITION, SUPPORT, AND SECUREREINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK CONSTRUCTION OR CONCRETEPLACEMENT OPERATIONS. "WET-STICKING" OF REINFORCING IS PROHIBITED.REQUIRED CONCRETE COVER FOR REINFORCING STEEL (UNLESS NOTED OTHERWISE):

FOOTINGS: 3" BOTTOM AND SIDES, 2" TOPSLABS: 3/4"COLUMNS: 1-1/2" TO TIES, 2"TOP BEAMS: 1-1/2" TO STIRRUPSWALLS 1-1/2”

LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BARS IN CONCRETE MEMBERS INACCORDANCE WITH ACI 318, LATEST EDITION, FOR CLASS "B" TENSION LAP SPLICES. DONOT SPLICE CONTINUOUS TOP BARS IN BEAMS AT ENDS OF CLEAR SPANS. DO NOT SPLICECONTINUOUS BOTTOM BARS IN BEAMS IN CLEAR SPANS BETWEEN SUPPORTS. SHOW ALLSPLICES ON SHOP DRAWINGS. SPLICE LOCATIONS AND METHODS SUBJECT TO APPROVAL OFSTRUCTURAL ENGINEER.

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

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

SLABS ON GRADE: PREPARE SUBGRADE AS PER THE RECOMMENDATIONS OUTLINED IN THEGEOTECHNICAL REPORT. CHAIR WIRE FABRIC DURING CONCRETE PLACEMENT TO INSUREPROPER POSITION IN SLAB. USE VAPOR RETARDED UNDER ALL ENCLOSED INTERIOR SPACES,

PER ARCHITECTURAL DRAWINGS.

PLACE CRACK CONTROL JOINTS AS SHOWN ON PLAN OR AT 12 FEET MAXIMUM FOR 4” SLAB, OR 15 FEETMAXIMUM FOR 6” SLAB.JOINT SPACING SHALL NOT EXCEED A 2 TO 1 WIDTH TO LENGTH RATIO.CONTRACTOR SHALL SUBMIT A CONTROL JOINT LAYOUT FOR ENGINEER'S AND ARCHITECT'SREVIEW PRIOR TO CONCRETE PLACEMENT. LOCATE CONTROL JOINTS AT COLUMN LINES ANDRE-ENTRANT CORNERS TYPICAL.

FOR 4” THICK SLABS ON GRADE, PROVIDE 6X6 W1.4XW1.4 WELDED WIRE FABRIC OR 1.5POUNDS PER CUBIC YARD OF MICRO SYNTHETIC FIBERS (FRC MONO-150 OR EQUAL),UNLESS NOTED OTHERWISE.FOR 6” THICK SLABS ON GRADE, PROVIDE 6X6 W2.9XW2.9 WELDED WIRE FABRICPLACED 2' BELOW TOP OF SLAB OR 3 POUNDS PER CUBIC YARD OF MACRO SYNTHETICFIBERS (FORTA FERRO OR EQUAL), UNLESS NOTED OTHERWISE.

MECHANICAL ANCHORS: MECHANICAL ANCHORS SHALL HAVE THE ICC ES EVALUATIONREPORT INDICATING CONFORMANCE WITH CURRENT APPLICABLE ICC ES ACCEPTANCECRITERIA. MECHANICAL ANCHORS SHALL BE EXPANSION TYPE OR SCREW TYPE AS NOTED ON THEDRAWINGS.

EXPANSION STYLE ANCHORS SHALL BE TORQUE-CONTROLLED, WITH IMPACT SECTION TOPREVENT THREAD DAMAGE COMPLETE WITH REQUIRED NUTS AND WASHERS. PROVIDEANCHORS WITH LENGTH IDENTIFICATION MARKINGS CONFORMING TO ICC ES AC01 OR ICC ESAC193. TYPE AND SIZE AS INDICATED ON DRAWINGS.

SCREW STYLE ANCHORS SHALL BE ONE PIECE CARBON STEEL SCREW ANCHOR WITHFINISHED HEX HEAD WITH INTEGRAL WASHER, DOUBLE LEAD THREAD, CHAMFERED TIP,RATCHET TEETH ON UNDERSIDE OF HEAD. PROVIDE ANCHORS WITH HEAD STAMPED WITHDIAMETER AND LENGTH. TYPE AND SIZE AS INDICATED ON DRAWINGS.






DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY GERALD J. YURK A.I.A. ARCHITECT TRIANON DESIGN GROUP(TDG), AND HIS CONSULTANTS,ARE INSTRUMENTS OF TDG'SSERVICE AND ARE FOR THE OWNER'S USE SOLELY WITH RESPECTTO THIS PROJECT. TDG SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. UPON COMPLETION OR TERMINATION OF THE PROJECT,ALL PARTIES, WITH THE EXCEPTION OF TDG'S, RIGHTS TO USETHESE INSTRUMENTS OF SERVICE SHALL CEASE. WHENTRANSMITTING COPYRIGHT-PROTECTED INFORMATION FOR USE ONTHE PROJECT, THE TRANSMITTING PARTY REPRESENTS THAT IT HASPERMISSION FROM THE TDG TO TRANSMIT THE INFORMATION FORITS USE ON THE PROJECT. QUESTIONS ARISING DURINGCONSTRUCTION OR REVIEW OF THE DRAWINGS SHALL BEADDRESSED TO THE ARCHITECT.

for Permit5-16-2018



JOSEPH C. KOSINSKI P.E.052288

15598 BEACH PEBBLE WAYFORT MYERS, FLORIDA 33908

239−872−2179

STRUCTURAL NOTESAND TYPICAL DETAILS

CORRECTIONS 10-31-18 CHANGE NOTESADDED 2 SHEETS AND UPDATED SEAL

CORRECTION COMMENTS DATED 1-17-19

UNLESS OTHERWISE NOTED, PROVIDE CARBON STEEL ANCHORS, ZINC PLATED INACCORDANCE WITH ASTM B633 OR HOT-DIPPED GALVANIZED ACCORDING TO ASTM A153. PERMANENTLYEXPOSED ANCHORS SHALL BE STAINLESS STEEL. USE 316 STAINLESS STEEL FORMECHANICAL EQUIPMENT AND FOR ALUMINUM AND FIBERGLASS STRUCTURES ANDASSEMBLIES.

ACCEPTABLE MECHANICAL ANCHORS FOR ANCHORAGE TO CONCRETE SHALL BE ASFOLLOWS, OR AS NOTED ON THE DRAWINGS:

1. HILTI KWIK HUS EZ AND KWIK HUS EZ-I SCREW ANCHORS PER ICC ESR-30272. HILTI KWIK BOLT-TZ EXPANSION ANCHORS PER ICC ESR-19173. HILTI KWIK BOLT 3 EXPANSION ANCHORS PER ICC ESR-2302

4. POWERS WEDGE BOLT SCREW ANCHOR PER ICC ESR-25265. POWERS POWER STUD+SD1 EXPANSION ANCHOR PER ICC ESR-28186. SIMPSON TITEN HD SCREW ANCHOR PER ICC ESR-27137. SIMPSON WEDGE ALL STRONG BOLT 2 PER ICC ESR-3037

MINIMUM EMBEDMENT FOR CONCRETE ANCHORS SHALL BE AS FOLLOWS, OR AS NOTED ONTHE DRAWINGS:1. 1/2” DIAMETER - 3 3/4” EMBEDMENT2. 5/8” DIAMETER - 5” EMBEDMENT3. 3/4" DIAMETER - 5 3/4” EMBEDMENT

FOR ANCHORAGE TO SOLID GROUTED CMU PROVIDE ONE OF THE FOLLOWING ANCHORS, ORAS NOTED ON THE DRAWINGS:1. HILTI KWIK BOLT 3 EXPANSION ANCHORS PER ICC ESR-13852. POWERS WEDGE BOLT SCREW ANCHOR PER ICC ESR-16783. POWERS POWER STUD+SD1 EXPANSION ANCHOR PER ICC ESR-29664. SIMPSON TITEN HD SCREW ANCHOR PER ICC ESR-1056

MINIMUM EMBEDMENT FOR SOLID GROUTED CMU ANCHORS SHALL BE AS FOLLOWS, OR ASNOTED ON THE DRAWINGS: ANCHORS NOT ALLOWED WITHIN 1 1/2" OF HEAD JOINTS1. 1/2” DIAMETER - 3 3/4” EMBEDMENT2. 5/8” DIAMETER - 5” EMBEDMENT3. 3/4" DIAMETER - 5 3/4” EMBEDMENT

IDENTIFY POSITION OF REINFORCING STEEL AND OTHER EMBEDDED ITEMS PRIOR TO DRILLINGHOLES FOR ANCHORS. EXERCISE CARE IN CORING OR DRILLING TO AVOID DAMAGINGEXISTING REINFORCING OR EMBEDDED ITEMS. NOTIFY THE ENGINEER IF REINFORCING STEELOR OTHER EMBEDDED ITEMS ARE ENCOUNTERED DURING DRILLING.

SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BYTHE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. SUBSTITUTIONS WILL BE EVALUATED BYTHEIR ICC ESR. INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS

MASONRY WALLS: CONSTRUCTION AND ACCESORIES SHALL CONFORM TO THE FBC AND TMS602 ACI 530.1 ASCE 6 IN ADDTION TO TMS 602 ACI 530.1 ASCE 5.

MASONRY UNITS SHALL MEET ASTM C90, TYPE 2. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVESTRENGTH OF f'm= 1500. MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C270.GROUT SHALL BE 2000 PSI MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM C476. GROUT SHALLCONSIST OF A MIXTURE OF CEMENTITIOUS MATERIALS AND AGGREGATE TO WHICH SUFFICIENT WATERHAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOUT SEGREGATION OF THECONSTITUENTS. ALL CELLS CONTAINING VERTICAL BARS, BOND BEAMS, AND ALL CELLSBELOW GRADE SHALL BE FILLED WITH GROUT. MAXIMUM HEIGHT OF GROUT POUR ALLOWEDIS 4'-0" UNLESS CLEAN_OUT OPENING IS PROVIDED AT BOTTOM OF CELLS TO BE FILLED.LOCATE CLEAN-OUT OPENINGS IN AREAS NOT EXPOSED TO VIEW.

UNLESS NOTED OTHERWISE EIGHT INCH MASONRY WALLS SHALL BE PARTIALLY REINFORCEDMASONRY WALL CONSTRUCTION WITH 5 AT 48 INCH O.C. IN GROUT FILLED CELLS. ADD (1) 5REINFORCING BAR EACH SIDE OF OPENINGS EXCEEDING 3 FEET.

PROVIDE REINFORCING BARS AT CORNERS, INTERSECTIONS, AND EACH SIDE OF OPENINGS.PROVIDE (2) REINFORCING BARS EACH SIDE OF OPENINGS OVER 4 FEET WIDE, AND ASSHOWN ON THE PLANS. PROVIDE HOOKED DOWELS INTO FOOTINGS AND STRUCTURE ABOVE ANDORBELOW TO PROVIDE CONTINUITY. PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINTREINFORCING (DUR-O_WAL OR ENGINEER-APPROVED EQUAL) AT 16” O.C.

DO NOT PLACE CONDUITS, PIPES, ETC., IN CELLS WITH VERTICAL REINFORCING.DO NOT RUN CONDUITS, PIPES, ETC., HORIZONTALLY IN CMU WALLS PARALLEL TO LENGTH OF WALL.WHERE MASONRY WALLS ABUT CONCRETE COLUMNS TO BE PLACED PRIOR TO ERECTION OFMASONRY WALLS, PROVIDE DOVETAIL SLOTS BETWEEN COLUMN AND WALLS AND GROUT THE CMU CELLCONTAINING THE DOVETAIL ANCHORS. OTHERWISE, EXTEND CMU HORIZONTAL JOINTREINFORCING THROUGH CONCRETE COLUMN.

CONTROL JOINTS SHALL BE PROVIDED IN ALL CONCRETE MASONRY CONSTRUCTION ATLOCATIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. HORIZONTAL WALL REINFORCINGSHALL BE STOPPED EACH SIDE OF CONTROL JOINTS. SEE ARCHITECTURAL DRAWINGS FORSEALANT REQUIREMENTS AT CONTROL JOINTS.

USE METAL LATH OR WIRE SCREEN FOR CAVITY CAPS. SHEET METAL, FELT, BUILDINGPAPER, OR LIKE MATERIALS ARE PROHIBITED.

TIE BEAMS: TIE BEAMS SHALL BE CONCRETE, POURED AFTER THE BLOCK WALLS BELOWARE IN PLACE. REINFORCING SHALL BE CONTINUOUS THROUGH TIE BEAMS WITH MINIMUM LAPSPLICES OF 48 BAR DIAMETERS AND BENT BARS AT CORNERS. USE METAL LATH, MORTAR,OR SPECIAL UNITS TO CONFINE CONCRETE TO AREA REQUIRED, IN ACCORDANCE WITH ACI530.1, SECTION 3.5 B. SOLID METAL OR FELT CAVITY CAPS ARE PROHIBITED.

PRECAST CONCRETE LINTELS: UNLESS INDICATED OTHERWISE, ALL LINTELS TO BE "U" TYPEPRECAST CONCRETE UNITS EQUAL TO UNITS MANUFACTURED BY CAST_CRETE CORP. ANDPRESTRESSED (AND ADDITIONALLY REINFORCED AS REQUIRED) IN ACCORDANCE WITHCAST_CRETE CORP. ''DESIGN MANUAL", LATEST EDITION, FOR THE SPAN AND LOADINGCONDITION RELATIVE TO LINTEL LOCATION.

LINTEL SIZE IF NOT SHOWN ON THE PLANS SHALL BE 8F8 FOR OPENINGS LESS THAN 6FEET,8F16-1B1T FOR OPENINGS 6 FEET TO 10 FEET, AND 8F24-1B2T FOR OPENINGS 10 FEET TO14FEET. PROVIDE 8" MINIMUM BEARING FOR LINTELS UNLESS NOTED OTHERWISE.

ANCHOR RODS: UNLESS INDICATED OTHERWISE ON THE DRAWINGS, ANCHOR RODS SHALLBE ASTM F1554 GRADE 36 AND THE SIZE SHALL BE 34 DIA. AND SHALL EMBED INTO THECONCRETE FOUNDATION A DISTANCE OF 1'-0” WITH A HEAVY HEX NUT AT THE EMBEDDED END.

STEEL ROOF DECK: STEEL ROOF DECK SHALL BE GALVANIZED AND CONFORM TO ASTMA653, STRUCTURAL QUALITY. THE GALVANIZED COATING SHALL CONFORM TO ASTM A653G60; OR G90 WHERE LEFT PERMANENTLY EXPOSED TO WEATHER. ATTACHMENTS, CLOSURESETC. SHALL BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

DECK WELDING SHALL BE 5/8” EFFECTIVE DIAMETER PUDDLE WELDS AT 12”O.C. AT TRANSVERSE ANDPERIMETER SUPPORTS, 16” O.C. AT LONGITUDINAL SUPPORTS, AND MECHANICALLY FASTEN SIDE LAPCONNECTIONS USING #10 SELF TAPPING SCREW AT 16” O.C. UNLESS NOTED OTHERWISE ON THEDRAWINGS.

LIGHT-GAGE STEEL STUDS: STEEL STUDS SHALL BE C-STUDS WITH A MINIMUM YIELD OF33,000 PSI FOR 18 AND 20 GAUGE, AND 50,000 PSI FOR 14 AND 16 GAUGE. STUDS SHALLBE OF THE SIZE, GAUGE, AND SPACING SHOWN ON THE DRAWINGS. PROVIDE BRIDGING INCONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ADEQUATE FORDEVELOPMENT OF THE FULL MOMENT CAPACITY OF THE STUDS. FOR LOAD-BEARING STUDS, TRACKSHALL BE OVERSIZE TO PROVIDE FULL STUD BEARING. SCREWS SHALL BE ELCODRIL-FLEX, HILTI KWIK-FLEX, OR APPROVED.

PRE-ENGINEERED METAL BUILDING: THE PRE-ENGINEERED METAL BUILDING SHALL CONSISTOF ROOF DECK, RIGID FRAMES, METAL WALL PANELS ON FRAMING, CANOPY FRAMING,GUTTERS AND DOWNSPOUTS, AND FLASHING. THE DESIGN SHALL BE IN ACCORDANCE TOAISC AND AISI SPECIFICATIONS AND MBMA "METAL BUILDING SYSTEMS MANUAL" DESIGNPRACTICES. METAL BUILDING SYSTEM TO BE DESIGNED TO SUPPORT THE SELFWEIGHT OFTHE METAL BUILDING SYSTEM, 5 PSF SUPERIMPOSED DEAD LOAD, AND INDICATED LIVE LOADAND WIND LOAD. FOR UPLIFT CONSIDERATIONS, THE RESISTING DEAD LOAD SHALL BE THESELFWEIGHT OF THE METAL BUILDING ONLY.

SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A STRUCTURAL ENGINEER REGISTEREDIN THE STATE OF FLORIDA. SHOP DRAWINGS SHALL INDICATE THE DESIGN LOADS ANDJOB NAME AND NUMBER. THEY SHALL INCLUDE DRAWINGS OF THE FRAMING MEMBERS WITHTHE CONNECTIONS, THE ANCHOR BOLT PLAN AND REACTIONS. STANDARD CUT SHEETS OFTHE ABOVE ARE NOT ACCEPTABLE. STANDARD CUT SHEETS MAY BE SUBMITTED FORSECONDARY FRAMING CONNECTION DETAILS, FLASHING AND SHEETING DETAILS, ETC.







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CONTROL JOINT1-#6 EACH SIDE OFJOINT THEN @ 48"

y" Z-PLATE @ 3'-4" VERTICALLYSTARTING AT TIE BEAM LOCATION.PROVIDE s"Ø HD ANCHOR BOLTS(6" EMBED.)

SCALE: 1"=1'-0"5

LINTEL SECTION OVER DOORS AND WINDOWS

CONT.REINF. WITH 2-#6FILLED WITH GROUT,VERT. BOND BEAM,

758"

BLOCK SOLID ATREINFORCING

#6 AT 48" GROUT

SEE ARCH. DWGS.

#3 @ 8"

SCALE: 1"=1'-0"4

C.M.U. CONTROL JOINT DETAIL AT COLUMN

2'-0

"G

RO

UT

ALL

CE

LLS

SO

LID

BY OTHERSEXTERNAL SLAB

FIN. FL.

FOOTING SECTION AT ENTRY

2'-0"

SCALE: 1"=1'-0"3

4-#5 CONT.

#5 @ 12"

5"4"

1'-6

"

2'-6

"

FINISH GRADEFIN. FL.

MIN

.

2

2'-0"

TYPICAL TURNDOWN SLAB SECTIONSCALE: 1"=1'-0"

1'-4

"

8"

OR SURFACE

NOTE:1. PROVIDE 16" MIN. BRG. FOR BOND BEAM AT EACH END.2. SEE 9/S-0.00 FOR WALL REINF. AT OPENINGS.

ALTERNATE TIE BEAM:16" x 8" CONCRETE W/2-#5 T & B AND #3TIES @ 8"

4-#5 CONT.0N #5 @ 12"

6"







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SECTIONS & DETAILS

CORRECTIONS 10-31-18 UPDATED SEAL

SCALE: 1"=1'-0"

NOMINAL WIND PRESSURES

SCALE: 1"=1'-0"

ULTIMATE WIND PRESSURES


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