Attachment 3 - Drawings Submittal.PDF

PDF 9 MB Posted Jul 1, 2022

Attached to: Outdoor Fitness Facility
Solicitation number: FA664822R0002
Issued by: Department of the Air Force Reserve Command

About this file

Written by GovTribe AI · Dec 28, 2023

This document contains drawings and plans for the construction of an outdoor fitness facility at Homestead Air Reserve Base in Florida. The project will construct a new 2,000 square foot slab on grade and steel frame canopy to accommodate an outdoor fitness area consisting of a 50 foot by 40 foot layout. Drawings show the proposed site plan and location, and include details of existing utilities and infrastructure. The related federal contract opportunity is a solicitation from the Department of the Air Force Reserve Command to complete the outdoor fitness facility. The selected contractor will construct the new slab and canopy in accordance with sustainable design and construction practices as required by executive orders.

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Other files

File	Type	Posted
Attachment 1 - Request for Proposal Memo Rev 3.pdf	PDF	Aug 8, 2022
Solicitation Amendment FA664822R00020005 SF 30.pdf	PDF	Aug 8, 2022
Attachment 2 - KYJM19-9003_Outdoor_Fitness_Facility (SOW REV 10).pdf	PDF	Aug 3, 2022
Solicitation Amendment FA664822R00020004.pdf	PDF	Aug 3, 2022
Attachment 1 - Request for Proposal Memo Rev 2.pdf	PDF	Aug 1, 2022
Solicitation Amendment FA664822R00020003.pdf	PDF	Aug 1, 2022
Attachment 11 - Questions and Answers_1.pdf	PDF	Aug 1, 2022
Solicitation Amendment -FA664822R00020002 SF 30.pdf	PDF	Jul 22, 2022
Attachment 2 - KYJM19-9003_Outdoor_Fitness- PWS Rev9.pdf	PDF	Jul 22, 2022
Attachment 1 - Request for Proposal Memo Rev 1.pdf	PDF	Jul 7, 2022
Solicitation Amendment FA664822R00020001 SF 30 (1).pdf	PDF	Jul 7, 2022
Attachment 6 - Roofing Specifications V2.5.pdf	PDF	Jul 1, 2022
Attachment 8 - Base Access Form_Blank.pdf	PDF	Jul 1, 2022
Solicitation - FA664822R0002.pdf	PDF	Jul 1, 2022
Attachment 7 - Wage Determination_Building.pdf	PDF	Jul 1, 2022
Attachment 4 - Geotechnical Report.pdf	PDF	Jul 1, 2022
Attachment 5 - Location Map.pdf	PDF	Jul 1, 2022
Attachment 2 - Statement of Work (SOW) (Rev 8).pdf	PDF	Jul 1, 2022
Attachment 1 - Request for Proposal Memo.pdf	PDF	Jul 1, 2022

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Bougainville Blvd.

Tuskegee Blvd.

Ploesti R d.

Elmendorf St.

Campbell Dr.

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A m

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Bivouac Rd.

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C a l i f o r n i a

A v e

C a l i f o r n i a

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A v e

Arizona Ave.

Nevada Ave.

New Mexico Ave.

Reno Ave.

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G e o r g i e

B i k i v d

F l o r i e

Florida Ave.

S o u

C r o l i e

M i s s i s s i p p e

T e x a s A v e

N z a i r v d

N z a i v d

P i l s

W a m y e

T i m

B i k i v d

D o w

S t.

Bougainville Blvd.

B o u g a i n v i l v d

St. Nazaire Blvd.

L u l e v a r d

S a n d i a

A v e

S p e e d w a y

B l v d

S c h w e i n f u

B u u n

Biggs St.

WATER TAP

CAP

CLEAN OUT

6/V

c o m c o m

A-1

SITE PLAN

OUTDOOR FITNESS FACILITY AT HOMESTEAD AIR RESERVE BASE (HARB)

DESCRIPTION OF WORK:

29050 Coral Sea Blvd, Homestead, FL 33039

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

1 OVERALL SITE PLAN

N.T.S.

LOCATION PLAN

INDEX OF DRAWINGS

100%

SUBMITTAL

AREA OF WORK

PROJECT #: KYJM 19-9003

SHEET

NUMBER:

REVISIONS:

D O

O R

ITY

G B

-3

A T

A D

100% SUBMITTAL: 09/10/20

A U R E L I O

5735 SW 39TH STREET

M I A M I , F L 3 3 1 5 5 T E L : 3 0 5 . 7 7 6 . 3 2 7 6

DELGADO

ADALBERTO

A D

, F L

MEP ENGINEER

STRUCTURAL ENGINEER

archmiamiaad@gmail.com

A R 0 0 1 3 6 3 6

ARCHITECT

A D

V A

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C A R L A B, I N C.

ENGINEER AND PLANNERS

CERTIFICATE OF AUTHORIZATION 6419

8730 S.W. 25 ST., MIAMI, FL 33165

TEL: 305 283-3512; FAX: 305 226-0438

Building B-389

ARCHITECT

ADALBERTO A. DELGADO R.A.

5735 SW 39TH STREET

MIAMI, FL 33155

AR 0013636

PH: 305-776-3276

CIVIL ENGINEER

C A R L A B, I N C.

ENGINEER AND PLANNERS

CERTIFICATE OF AUTHORIZATION 6419

8730 S.W. 25 ST., MIAMI, FL 33165

TEL: 305 283-3512; FAX: 305 226-0438

STRUCTURAL ENGINEER

MEP ENGINEER

LIGHTNING PROTECTION

ENGINEER

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 90%%d BEND

AutoCAD SHX Text

90%%D BEND, 1999/1988

AutoCAD SHX Text

FIRE DELUGE

AutoCAD SHX Text

DELUGE

AutoCAD SHX Text

DELUGE

AutoCAD SHX Text 4"F

AutoCAD SHX Text 6"F

AutoCAD SHX Text 2"

AutoCAD SHX Text

AFFF

AutoCAD SHX Text 1"

AutoCAD SHX Text EASEMENT TO COUNTY FOR WATER. 6' TO EACH SIDE OF MAIN AND SOUTH 6' FROM THE METER

AutoCAD SHX Text 6"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text

6"FW

AutoCAD SHX Text P.I.V.

AutoCAD SHX Text

POSS BURIED 16" VALVE AND CAP

AutoCAD SHX Text 12" D.I.P.

AutoCAD SHX Text P.I.V.

AutoCAD SHX Text 16"

AutoCAD SHX Text 10" D.I.P. 1988

AutoCAD SHX Text 6" D.I.P.

AutoCAD SHX Text P.I.V.

AutoCAD SHX Text

AFFF RETURN

AutoCAD SHX Text

AFFF FEED

AutoCAD SHX Text 2.5"

AutoCAD SHX Text 1.5"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 1.5"

AutoCAD SHX Text 4"

AutoCAD SHX Text

10" TEST HEADER TANK RETURN 10" TANK RETURN

AutoCAD SHX Text 10"TANK RETURN 12" SUPPLY MANIFOLD 2x50KGAL AST

AutoCAD SHX Text 12" D.I.P. 1990

AutoCAD SHX Text 6"

AutoCAD SHX Text TWO 12" D.I.P.<1'APART.~3' COVER. LOCATION AND SIZE CONFIRMED NOT LIKE AS-BUILTS ON APR 05 EXCAVATION

AutoCAD SHX Text

AutoCAD SHX Text 6" SINGLE CHECK BP 12"x6" REDUCER

AutoCAD SHX Text

OLD/NEW CONNECTION

AutoCAD SHX Text 2"

AutoCAD SHX Text

LEAK FIXED EARLY 07

AutoCAD SHX Text

LEAK DETECTED 28 SEP 06. EST 5 GPM.

AutoCAD SHX Text

180,000 GAL UNDERGROUND WATER TANK 1944

AutoCAD SHX Text

REPLACEMENT DIP AND TWO COUPLES,2013

AutoCAD SHX Text

TWO 12"90°BENDS ELEV CHANGE

AutoCAD SHX Text

12"X6"REDUCER 6"90°BEND, 6"RISER OUT OFGRADE,6"90°BEND

AutoCAD SHX Text

FIRE DELUGE

AutoCAD SHX Text

16"X10"TEE.1991

AutoCAD SHX Text

AutoCAD SHX Text 10"RISER,10"TEE,10"OS&Y, 10x6"REDUCER, 6"GATE VALVE AND FLUSHING FLANGE, MOD 2008

AutoCAD SHX Text 6"

AutoCAD SHX Text 3"

AutoCAD SHX Text

1988/1999 COUPLE

AutoCAD SHX Text

10"TEE

AutoCAD SHX Text

CAPPED 2010

AutoCAD SHX Text

ACOUSTICAL TEST WELL

AutoCAD SHX Text

ACOUSTICAL TEST WELL

AutoCAD SHX Text 8"x8"TEE. PASSES UNDER DOMESTIC GRID

AutoCAD SHX Text 8"P.I.V

AutoCAD SHX Text

8"C-900 DR-14 FIRE SERVICE CONNECT

AutoCAD SHX Text

8"C-900 DR-14. APPROX 2'COVER OVER COMM. SEP 2013.

AutoCAD SHX Text

ACOUSTICAL TEST WELL

AutoCAD SHX Text

8"C-900 DR-14.EVERY OTHER JOINT MECHANICALLY RESTRAINED.TRACER WIRE.SEP 2013.

AutoCAD SHX Text

TWO 8"45°ELBOWS FOR HEIGHT OVER COMM DUCTS,LESS THAN 2'COVER

AutoCAD SHX Text

8"C-900 SLOPES DOWN TO OVER 3'COVER AND PASSES UNDER FIRE HYDRANT BRANCH

AutoCAD SHX Text

ACOUSTICAL TEST WELL

AutoCAD SHX Text

ACOUSTICAL TEST WELL

AutoCAD SHX Text

8"C-900 DR-14.OCT 2013.

AutoCAD SHX Text 8"C-900 DR-14.OCT 2013. AS LITTLE AS 1-FT APART FROM DOMESTIC MAIN AT ACOUSTICAL WELL

AutoCAD SHX Text

8"GATE VALVE

AutoCAD SHX Text

8"C-900 DR-14.EVERY OTHER JOINT MECHANICALLY RESTRAINED.TRACER WIRE.DEC 2013.

AutoCAD SHX Text 8"C-900 DR-14.EVERY OTHER JOINT MECHANICALLY RESTRAINED.TRACER WIRE.4'-8"COVER.JAN 2014.

AutoCAD SHX Text

8"GATE VALVE (TEMP)

AutoCAD SHX Text

16"GATE VALVE.1991

AutoCAD SHX Text

PASSES UNDER STORM SEWER PIPES

AutoCAD SHX Text

PASSES UNDER SANITARY SEWER PIPE.MIN 4'-8"COVER.

AutoCAD SHX Text

TWO 45° ELBOWS FOR ELEVATION CHANGETO PASS OVER U/I PIPE

AutoCAD SHX Text

PASSES UNDER ELECTRICAL

AutoCAD SHX Text 16"x8"REDUCER 2014

AutoCAD SHX Text

PARKING

AutoCAD SHX Text ADDITION OF NEW 2000 S.F. DETACHED 1 STORY OPEN AIR GAZEBO STRUCTURE TO BE USED AS FOR OUTDOOR FITNESS .

AutoCAD SHX Text A-1 COVER SHEET, OVERALL SITE PLAN, INDEX OF DRAWINGSCOVER SHEET, OVERALL SITE PLAN, INDEX OF DRAWINGS

AutoCAD SHX Text 10/22/2020

AutoCAD SHX Text

A-3 SITE PLANSITE PLAN

AutoCAD SHX Text A-2 SYMBOL LEGEND, ABBREVIATIONS, GENERAL DATA SYMBOL LEGEND, ABBREVIATIONS, GENERAL DATA

AutoCAD SHX Text

SEE 1/A-3 FOR SITE PLAN

AutoCAD SHX Text

A-4 FLOOR PLAN FLOOR PLAN

AutoCAD SHX Text

A-6 ROOF PLANROOF PLAN

AutoCAD SHX Text

A-7 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS

AutoCAD SHX Text

A-8 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS

AutoCAD SHX Text

A-9 BUILDING SECTIONSBUILDING SECTIONS

AutoCAD SHX Text

S001 STRUCTURAL NOTESSTRUCTURAL NOTES

AutoCAD SHX Text

S002 ROOF C&C WIND PRESSURES ROOF C&C WIND PRESSURES

AutoCAD SHX Text S100 FOUNDATION PLAN, COLUMN BLOCKOUT DETAILS, CONTROL JOINT DETAILSFOUNDATION PLAN, COLUMN BLOCKOUT DETAILS, CONTROL JOINT DETAILS

AutoCAD SHX Text

S101 FOOTING DETAILSFOOTING DETAILS

AutoCAD SHX Text

E-1.0 PHOTOMETRIC PLANSPHOTOMETRIC PLANS

AutoCAD SHX Text

E-1.1 LOW VOLTAGE LIGHTING PLANLOW VOLTAGE LIGHTING PLAN

AutoCAD SHX Text

E-1.2 CAT5 WIRING DIAGRAMCAT5 WIRING DIAGRAM

AutoCAD SHX Text

E-1.3 POWER PLAN, PANEL SCHEDULEPOWER PLAN, PANEL SCHEDULE

AutoCAD SHX Text E-2.0 ELECTRICAL RISER DIAGRAM, ELECTRICAL NOTES AND SYMBOLSELECTRICAL RISER DIAGRAM, ELECTRICAL NOTES AND SYMBOLS

AutoCAD SHX Text

LP-1 LIGHTNING PROTECTION PLANLIGHTNING PROTECTION PLAN

AutoCAD SHX Text

C-1 GRADING AND DRAINAGEGRADING AND DRAINAGE

AutoCAD SHX Text

S200 STRUCTURAL ROOF FRAMING PLANSTRUCTURAL ROOF FRAMING PLAN

AutoCAD SHX Text

S200 STRUCTURAL FRAMING DETAILSSTRUCTURAL FRAMING DETAILS

AutoCAD SHX Text

A-5 REFLECTED CEILING PLANREFLECTED CEILING PLAN

AutoCAD SHX Text

A-10 FENCE AND GATE DETAILSFENCE AND GATE DETAILS

AutoCAD SHX Text 10/22/2020

A-2

GENERAL DATA

A/C AIR CONDITIONING

ACT ACOUSTICAL TILE

ACT 1 ACOUSTICAL TILE

ADD ADDENDUM/ADHESIVE

ADJ ADJUSTABLE

ADM ADMIN/ADMINISTRATION

A/E ARCHITECT/ENGINEER

AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

ALT ALTERNATE

ANC ANCHOR (AGE)

ANT ANTENNA

APPROX APPROXIMATE

ARCH ARCHITECT (URAL)

AUTO AUTOMATIC

AVG AVERAGE

BD BOARD

BASE 1 RUBBER

BASE 2 CERAMIC TILE

BASE 3 QUARRY TILE

BEL BELOW

BTW BETWEEN

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BENCH MARK

BO BOTTOM OF

BOTT BOTTOM

BW BOTH WAYS

C/C CENTER TO CENTER

CC CENTER TO CENTER

CAB CABINET

CAM CAMERA

CCTV CLOSED CIRCUIT TELEVISION

CD CONDENSATE DRAIN

CEM CEMENT

CER CERAMIC

CIP CAST-IN-PLACE CONCRETE

CIR CIRCLE

CIRC CIRCUMFERENCE

CJ CONTROL JOINT

CL CHAIN LINK

CLF CHAIN LINK FENCE

CLG CEILING

CLOS CLOSET

CLR CLEAR (ANCE)

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMM COMMUNICATIONS

COMP COMPOSITE

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS OR CONTINUE

CONTR CONTRACT (OR)

CORR CORRIDOR

CP CONTROL POINT

CPT CARPET (ED)

CWSR CHILLED WATER SUPPLY AND RETURN

CUFT CUBIC FEET (FOOT)

CUIN CUBIC INCH CUBIC YARD CUYD

DBL DOUBLE

DECOR DECORATIVE

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER DIA

DIM DIMENSION

DISP DISPENSER

DN DOWN

DO DOOR OPENING

DR DOOR

DS DOWNSPOUT & SCUPPER

DWG DRAWING

E/A EXHAUST AIR

EA EACH

EF EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC (AL)

EWC ELECTRIC WATER COOLER

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EP EPOXY-PAINTED

EXPO EXPOSED TO STRUCTURE

EXT EXTERIOR

FA FIRE ALARM

FCA FIRE CONTROL ASSEMBLY

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FG FIXED GLASS

FHC FIRE HOSE CABINET

FIN FINISH (ED)

FLR FLASHING FLASH FLOOR(ING)

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUDS

FR FRAME (D) (ING)

FT FOOT

FTG FOOTING

FURR FURR (ED) (ING)

FIXT FIXTURE

GA GAGE, GAUGE

GALV GALVANIZED

GC GENERAL CONTRACT (OR)

GL GLASS, GLAZING

GRND GROUND

GWB GYPSUM WALLBOARD

GYP GYPSUM

HB HOSE BIBB

HC HANDICAP

HDR HEADER

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HT HEIGHT

HVAC HEATING/VENTILATING/AIR CONDITIONING

HWH HOT WATER HEATER

INCL INCLUDE (D) (ING)

INS INSULATE (D) (ING)

INT INTERIOR

JT JOINT

KO KNOCKOUT

L LENGTH

LAM LAMINATE

LANDG LANDING

LAV LAVATORY

LBL LABEL

LH LEFT HAND

LL LIVE LOAD

LP LOW POINT

LT LIGHT

LVR LOUVER

MAS MASONRY

MAX MAXIMUM

MECH MECHANIC (AL)

M/E/P MECH/ELEC/PLUMBING

MFR MANUFACTURE (R)

MH METAL HALIDE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MSL MEAN SEA LEVEL

MO MASONRY OPENING

MT MOUNT (ING)

MTD MOUNTED

MTG MEETING

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O/A OUTSIDE AIR

OC ON CENTER (S)

OD OUTSIDE DIAMETER

OF OVERFLOW

OFS OVERFLOW SCUPPER

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OS OVERFLOW SCUPPER

PC PRECAST

PORC PORCELAIN

PERF PERFORATE (D)

PERP PERPENDICULAR

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLS PLASTIC

PNEU PNEUMATIC

PNL PANEL

PREFAB PREFABRICATED (D)

PREP PREPARATION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAINT (ED)

PVC POLYVINYL CHLORIDE

PAVE PAVEMENT

PWD PLYWOOD

QTY QUANTITY

RA R/A RETURN AIR

RAD RADIUS

RD ROOF DRAIN

REC RECEPTACLE

RECEPT RECEPTION

REF REFERENCE

REINF REINFORCE (ING)

REQD REQUIRED

REF REFRIGERATOR/FREEZER

RFL REFLECT (ED) (IVE) (OR)

RH RIGHT HAND

RL RAIL (ING)

RLD ROOF LADDER

RM ROOM

RO ROUGH OPENING

RP REFERENCE POINT

RWL RAINWATER LEADER

SA S/A SUPPLY AIR

SAN SANITARY

SCH SCHEDULE

SECT SECTION

SH SHELF

SHT SHEET

SIM SIMILAR

SNT SEALANT

SC SMOOTH CONCRETE

SL SLOPE

SPEC SPECIFICATION

SQ SQUARE

SST STAINLESS STEEL

STL STEEL

STD STANDARD

STO STORAGE

STRUC STRUCTURE

SUPV SUPERVISOR

SUR SURFACE

SUSP SUSPENDED

SYM SYMMETRICAL

SYS SYSTEM

TEL TELEPHONE

TEMP TEMPERED

THK THICK (NESS)

TKT TICKET

TO TOP OF

TS TUBE STEEL

TYP TYPICAL

TILE 1 CERAMIC TILE

TILE 2 QUARRY TILE

UGND UNDERGROUND

UNL UNLIMITED

UON UNLESS OTHERWISE NOTED

UR URINAL

VEH VEHICLE

VEN VENEER

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VOL VOLUME

VTR VENT THROUGH ROOF

VCT VINYL COMPOSITION TILE

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDW WINDOW

WM WIRE MESH

WP WATERPROOFING

WT WEIGHT

WWF WELDED WIRE FABRIC

WS WAINSCOT

A6.01

APPROX. AREA

OF DETAIL

DETAIL DWG. NUMBER

SHEET No. ON WHICH DETAIL IS

DRAWN

DETAIL

REFERENCE

SYMBOL

APPROX.

LIMITS OF

SECTION

SECTION DRAWING NUMBER

SHEET No. ON WHICH SECTION IS

DRAWN

WALL/BLDG

SECTION

REFERENCE

SYMBOL

ELEVATION

SYMBOL

CENTER LINE

PROPERTY LINE

ELEVATION MARK

REVISION (NUMBER)

NORTH ARROW

ELEVATION

SHEET No. ON WHICH ELEVATION

IS DRAWN

DOOR

TYPE

WINDOW

TYPE

GENERAL SYMBOLS LEGEND

7/A8.01

W00

INTERIOR ELEVATION

SYMBOL INTERIOR ELEVATION.

DOOR NUMBER. SEE A7.01 FOR DOOR SCHEDULES

WINDOW TYPE. SEE A7.01 FOR WINDOW DETAILS

SHEET

NUMBER:

REVISIONS:

D O

O R

ITY

G B

-3

A T

A D

100% SUBMITTAL: 09/10/20

A U R E L I O

5735 SW 39TH STREET

M I A M I , F L 3 3 1 5 5 T E L : 3 0 5 . 7 7 6 . 3 2 7 6

DELGADO

ADALBERTO

A D

, F L

MEP ENGINEER

STRUCTURAL ENGINEER

archmiamiaad@gmail.com

A R 0 0 1 3 6 3 6

ARCHITECT

A D

V A

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B O

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ABBREVIATIONS

AutoCAD SHX Text

AutoCAD SHX Text A6.50

AutoCAD SHX Text

EL. +1'-0"

AutoCAD SHX Text

FINISH FLOOR

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

TYP. UNO

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

LSLS

X X

Elmendorf St.

W e s t o v e r

S t

St. Lo Boulevard

BUILDING

A B

A-3

SITE PLAN

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

1 SITE PLAN

SHEET

NUMBER:

REVISIONS:

D O

O R

ITY

G B

-3

A T

A D

100% SUBMITTAL: 09/10/20

A U R E L I O

5735 SW 39TH STREET

M I A M I , F L 3 3 1 5 5 T E L : 3 0 5 . 7 7 6 . 3 2 7 6

DELGADO

ADALBERTO

A D

, F L

MEP ENGINEER

STRUCTURAL ENGINEER

archmiamiaad@gmail.com

A R 0 0 1 3 6 3 6

ARCHITECT

A D

V A

N C

B O

M A

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AutoCAD SHX Text

EXISTING PARKING LOT.

AutoCAD SHX Text

NEW OPEN AIR STRUCTURE. SEE A-4 FOR FLOOR PLAN.

AutoCAD SHX Text

EXISTING BALL FIELD.

AutoCAD SHX Text

NEW FENCE.

AutoCAD SHX Text

EXISTING PAVED TRACK

AutoCAD SHX Text

REFERENCE POINT 01

AutoCAD SHX Text

ROOM # 102

AutoCAD SHX Text

(2) 1-1/2" CONDUIT IN CEILING FOR I/T AND TELECOM. SEE ELEC. DWGS.

AutoCAD SHX Text

MECHANICAL ROOM

AutoCAD SHX Text

UNDERGROUND CONDUIT FOR TELECOM. COORD. W/ OWNER CONSULTANT.

TRENCH BELOW EXISTING RUNNING TRACK.

A-8

A C

A-72

A-8 2

A-7

A-8

XXX

X X

X X X X X X X X X X X X X X X X X X X X X X X X X

X X

XXXXXXXXXXXXXXXXXX

X X X

A-4

INTERMEDIATEEND

A-4

FLOOR PLAN

RCP

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

1 FLOOR PLAN

SHEET

NUMBER:

REVISIONS:

D O

O R

ITY

G B

-3

A T

A D

100% SUBMITTAL: 09/10/20

A U R E L I O

5735 SW 39TH STREET

M I A M I , F L 3 3 1 5 5 T E L : 3 0 5 . 7 7 6 . 3 2 7 6

DELGADO

ADALBERTO

A D

, F L

MEP ENGINEER

STRUCTURAL ENGINEER

archmiamiaad@gmail.com

A R 0 0 1 3 6 3 6

ARCHITECT

A D

V A

N C

B O

M A

C A

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.R . 0

: K

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RUBBER FLOORING NOTES

A-4

SCALE: 3/4"=1'-0"2 PLAN - TYPICAL COLUMN BASE

DETAIL

SCALE: 3/4"=1'-0"3 SECTION - TYPICAL COLUMN BASE

DETAIL

SCALE: 3"=1'-0"4 ELEVATION - FLOOR MOUNTED SIT UP BAR

DETAIL

SCALE: 3"=1'-0"5 SECTION - FLOOR MOUNTED SIT UP BAR

DETAIL

AutoCAD SHX Text

EDGE OF CONC. SLAB.

AutoCAD SHX Text

RUBBERIZED FLOORING ON CONC. SLAB

AutoCAD SHX Text

STL. COLUMNS. SEE STRUCT. DWGS. TYP.

AutoCAD SHX Text

3' HIGH SPLIT FACE CMU ENCASEMENT. TYP.

AutoCAD SHX Text

R.W.L. AND CONC. SPLASH BLOCK. TYP.

AutoCAD SHX Text

CLEAR BETWEEN COLUMNS.

AutoCAD SHX Text

CLEAR BETWEEN COLUMNS.

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

7' HIGH STL. PICKET FENCE. SEE 1/A-10.

AutoCAD SHX Text

(2)-3'X6'-8" GATES. SEE 3/A-10.

AutoCAD SHX Text

3'X6'-8" GATE. SEE 2/A-10.

AutoCAD SHX Text

7' HIGH STL. PICKET FENCE. SEE 1/A-10.

AutoCAD SHX Text V.I.F.

AutoCAD SHX Text

5"CONC. WALK.

AutoCAD SHX Text

3'X6'-8" GATE. SEE 2/A-10.

AutoCAD SHX Text

FLR. MOUNTED SIT-UP BAR. SEE 4/A-4. TYP.

AutoCAD SHX Text

4"X4"X16" SOLID SPLIT FACE CMU CAP.

AutoCAD SHX Text

4"X8"X16" SOLID SPLIT FACE CMU CAP.

AutoCAD SHX Text

CONT. SEALANT.

AutoCAD SHX Text

PAINTED STL. COLUMN. SEE STRUCT. DWGS..

AutoCAD SHX Text

SHEET MTL ANCHOR ON ALTERNATE COURSES. 1 PER FACE OF COLUMN.

AutoCAD SHX Text

4"X4"X16" SOLID SPLIT FACE CMU CAP.

AutoCAD SHX Text

PAINT COLUMN W/ BITUMINOUS PAINT AT VENEER FACING.

AutoCAD SHX Text

1/2" POURED RUBBER FLOOR.

AutoCAD SHX Text

2" GALV. PIPEW/ THREADED ENDS.

AutoCAD SHX Text

GALV.PIPE FITTINGS. TYP..

AutoCAD SHX Text

(4) 3/8"X3" CONC. ANCHORS.

AutoCAD SHX Text

2" GALV. PIPE W/THREADED ENDS.

AutoCAD SHX Text

GALV. PIPE FITTINGS. TYP.

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text RUBBER FLOORING TO BE 1/2" WET POURED EPDM (ETHYLENE PROPYLENE DIENE MONOMER) RUBBER AND POLYURETHANE BINDER FLOORING.

SUBMIT (2) 9"X9" SAMPLES FOR APPROVAL.

A-8

FRONTSECTION

A-5

REFLECTED

CEILING PLAN

SHEET

NUMBER:

REVISIONS:

D O

O R

ITY

G B

-3

A T

A D

100% SUBMITTAL: 09/10/20

A U R E L I O

5735 SW 39TH STREET

M I A M I , F L 3 3 1 5 5 T E L : 3 0 5 . 7 7 6 . 3 2 7 6

DELGADO

ADALBERTO

A D

, F L

MEP ENGINEER

STRUCTURAL ENGINEER

archmiamiaad@gmail.com

A R 0 0 1 3 6 3 6

ARCHITECT

A D

V A

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C A R L A B, I N C.

ENGINEER AND PLANNERS

CERTIFICATE OF AUTHORIZATION 6419

8730 S.W. 25 ST., MIAMI, FL 33165

TEL: 305 283-3512; FAX: 305 226-0438

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

1 REFLECTED CEILING PLAN

SCALE: 3/4"=1'-0"2 ELEVATION - FAN MOUNTING

DETAIL

SCALE: 3"=1'-0"3 GUY WIRE ANCHOR

DETAIL

SCALE: 3/4"=1'-0"4 ELEVATION - ROPE CLIMBING SUPPORT

DETAIL

CEILING FAN NOTES

AutoCAD SHX Text

HIGH BAY LED LIGHT FIXTURES. TYP.

AutoCAD SHX Text

CONT. MTL. GUTTER.

AutoCAD SHX Text

5" R.W.L.TYP. OF (4).

AutoCAD SHX Text

ROPE HOOKS. TYP. OF (2)

AutoCAD SHX Text

HIGH DENSITY POLYETHYLENE BIRD NETTING ANCHORED TO B.O. PURLINS.

AutoCAD SHX Text

STL. BEAM. SEE STRUCT. DWGS. TYP.

AutoCAD SHX Text O.H.

AutoCAD SHX Text

HVLS FAN. TYP. OF (4). SEE 2/A-5 FOR MOUNTING DETAIL.

AutoCAD SHX Text

HIGH BAY LED LIGHT FIXTURES. TYP.

AutoCAD SHX Text

PURLINS ABOVE. SEE STRUCTURAL DWGS.

AutoCAD SHX Text

EXTERIOR LIGHTING.

AutoCAD SHX Text

OFFSET MOUNTING BRACKET.

AutoCAD SHX Text

EXTENSION TUBE.

AutoCAD SHX Text

GUY WIRES AT 45 .

AutoCAD SHX Text

GUY WIRE ANCHOR. SEE 3/A-5.

AutoCAD SHX Text

LOWER MOUNTING BRACKET.

AutoCAD SHX Text

SAFETY CABLE.

AutoCAD SHX Text

ALIGN B.O. FAN W/ B.O. BEAM BEYOND.

AutoCAD SHX Text

STL RAFTER. SEE STRUCTURAL DWGS.

AutoCAD SHX Text

BIRD NETTING.

AutoCAD SHX Text

WELD ANCHOR. TO RAFTER.

AutoCAD SHX Text

STL RAFTER. SEE STRUCTURAL DWGS.

AutoCAD SHX Text

1" RADIUS.

AutoCAD SHX Text

GUY WIRE ANCHOR FROM 3"X2"X1/4" STL. ANGLE.

AutoCAD SHX Text

3/4" HOLE.SMOOTH EDGES.

AutoCAD SHX Text

S.S. BIRD SPIKES ON TOP OF ANGLE..

AutoCAD SHX Text

2"X4"X1/4" STL. ANGLE.

AutoCAD SHX Text

15'-0" TO FIN. FLOOR.

AutoCAD SHX Text

2-1/2"X2-1/2"X1/4" STL. TUBE .

AutoCAD SHX Text

30"X6"X1/8" STL. STIFFENER PLATE. .

AutoCAD SHX Text

BIRD NETTING SUPPORT.

AutoCAD SHX Text

1-1/2"X1-1/2"X1/4" X 4" LONG STL. ANGLE.

AutoCAD SHX Text

3/4" THRU BOLT.

AutoCAD SHX Text

SPACER (SUPPORT FOR ROPE RIGGING).

AutoCAD SHX Text

BIRD NETTING.

AutoCAD SHX Text

S.S. BIRD SPIKES ON TOP OF ANGLE.

AutoCAD SHX Text

2"X4"X1/4" STL. ANGLE.

AutoCAD SHX Text

2-1/2"X2-1/2"X1/4" STL. TUBE.

AutoCAD SHX Text

3/4" THRU BOLT.

AutoCAD SHX Text 1.

AutoCAD SHX Text

CEILING FAN BASIS OF DESIGN:

AutoCAD SHX Text

MANUFACTURER: BIG ASS FAN.BIG ASS FAN.

AutoCAD SHX Text

MODEL: POWERFOIL D.POWERFOIL D.

SIZE: 8'-0" DIAMETER8'-0" DIAMETER

A B

A-62

A-7

A-7 2

A-6

A-8

A-6

ROOF PLAN

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

1 ROOF PLAN

SHEET

NUMBER:

REVISIONS:

D O

O R

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G B

-3

A T

A D

100% SUBMITTAL: 09/10/20

A U R E L I O

5735 SW 39TH STREET

M I A M I , F L 3 3 1 5 5 T E L : 3 0 5 . 7 7 6 . 3 2 7 6

DELGADO

ADALBERTO

A D

, F L

MEP ENGINEER

STRUCTURAL ENGINEER

archmiamiaad@gmail.com

A R 0 0 1 3 6 3 6

ARCHITECT

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ROOFING NOTES

SCALE: 6"=1'-0"3 ROOF EAVE / GUTTER

DETAIL

AutoCAD SHX Text

CONT. MTL. GUTTER.

AutoCAD SHX Text

INSULATED (R-15 MIN.) MTL. PANEL ROOFING SYSTEM.

AutoCAD SHX Text 5" R.W.L.

AutoCAD SHX Text GUTTER BRACKET: MIN. 1" WIDE ROLLED GUTTER METAL, MIN. 16-GA GALVANIZED, OR " 18" ALUMINUM (MATCH GUTTER MATERIAL). LOCATE GUTTER BRACKETS 6' O.C. AT EVERY OTHER GUTTER STRAP AND AT FREE ENDS WITHOUT DOWNSPOUTS.

AutoCAD SHX Text

POP RIVETS OR SHEET MTL SCREWS TO FASTEN GUTTER TO BRACKET AND STRAP

AutoCAD SHX Text

GUTTER RIM.

AutoCAD SHX Text

1" WIDE ROLLED GUTTER STRAP POP RIVETED TO GUTTER 36" O.C. MAX.

AutoCAD SHX Text FASTEN GUTTER BRACKETS UNDER GUTTER, SSMR: #10 FLATHEAD MTL. SCREWS THRU FASCIA AND INTO STRUCTURAL PURLIN. CAULK OVER HEADS.

AutoCAD SHX Text

FORMED ALUM. FLASHING AND EAVE BY ROOFING MANUF.

AutoCAD SHX Text

PURLIN. SEE STRUCTURAL DWGS.

AutoCAD SHX Text #12 X 1.75 FLATHEAD MTL. SCREWS THRU FASCIA AND INTO STRUCTURAL PURLIN. (2) @ EACH BRACKET. CAULK OVER HEADS.

AutoCAD SHX Text

INSULATED (R-15 MIN.) MTL. ROOF PANEL SYSTEM.

AutoCAD SHX Text

GUTTER: .032 GAUGE KYNAR PAINT PRE-FIN. GUTTER. COLOR TO BE APPROVED BY OWNER.

AutoCAD SHX Text LEADER: 3"X4" .032 GAUGE ALUMINUM KYNAR PAINT PRE-FIN. COLOR TO BE APPROVED BY OWNER.

AutoCAD SHX Text 1.

AutoCAD SHX Text

ROOFING SYSTEM BASIS OF DESIGN:

AutoCAD SHX Text

MANUFACTURER: GREEN SPAN PROFILESGREEN SPAN PROFILES

AutoCAD SHX Text

MODEL: IRP SERIES METAL ROOF PANEL SYSTEMIRP SERIES METAL ROOF PANEL SYSTEM

NOA: 19-0417.0419-0417.04

AC B

A-8

A-7

EXTERIOR

ELEVATIONS

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

NORTH ELEVATION

SCALE: 1/4"=1'-0"2

EAST ELEVATION SHEET

NUMBER:

REVISIONS:

D O

O R

ITY

G B

-3

A T

A D

100% SUBMITTAL: 09/10/20

A U R E L I O

5735 SW 39TH STREET

M I A M I , F L 3 3 1 5 5 T E L : 3 0 5 . 7 7 6 . 3 2 7 6

DELGADO

ADALBERTO

A D

, F L

MEP ENGINEER

STRUCTURAL ENGINEER

archmiamiaad@gmail.com

A R 0 0 1 3 6 3 6

ARCHITECT

A D

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AutoCAD SHX Text

2" INSULATED METAL ROOFING SYSTEM ON Z-PURLINS.

AutoCAD SHX Text

STL COLUMN SEE STUCT. DWGS.

AutoCAD SHX Text

STL BEAM, SEE STRUCT. DWGS.

AutoCAD SHX Text

12' REQD.

AutoCAD SHX Text

CONT. PAINTED MTL. GUTTER.

AutoCAD SHX Text

SPLIT FACE CMU BASE.

AutoCAD SHX Text

R.W.L. AND CONC. SPLASH BLOCK. TYP.

AutoCAD SHX Text

STL COLUMN SEE STUCT. DWGS.

AutoCAD SHX Text

SPLIT FACE CMU BASE.

AutoCAD SHX Text

STL BEAM, SEE STRUCT. DWGS.

AutoCAD SHX Text

2" INSULATED METAL ROOFING SYSTEM ON Z-PURLINS.

CONT. PAINTED MTL. GUTTER.

A-9

A C

1 2 3 4

A-9

A-8

EXTERIOR

ELEVATIONS

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

SOUTH ELEVATION

SCALE: 1/4"=1'-0"2

WEST ELEVATION SHEET

NUMBER:

REVISIONS:

D O

O R

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G B

-3

A T

A D

100% SUBMITTAL: 09/10/20

A U R E L I O

5735 SW 39TH STREET

M I A M I , F L 3 3 1 5 5 T E L : 3 0 5 . 7 7 6 . 3 2 7 6

DELGADO

ADALBERTO

A D

, F L

MEP ENGINEER

STRUCTURAL ENGINEER

archmiamiaad@gmail.com

A R 0 0 1 3 6 3 6

ARCHITECT

A D

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AutoCAD SHX Text

2" INSULATED METAL ROOFING SYSTEM ON Z-PURLINS.

AutoCAD SHX Text

STL COLUMN SEE STUCT. DWGS.

AutoCAD SHX Text

STL BEAM, SEE STRUCT. DWGS.

AutoCAD SHX Text

12' REQD.

AutoCAD SHX Text

CONT. PAINTED MTL. GUTTER.

AutoCAD SHX Text

SPLIT FACE CMU BASE.

AutoCAD SHX Text

R.W.L. AND CONC. SPLASH BLOCK. TYP.

AutoCAD SHX Text

SIT-UP BAR SEE 4/A-4

AutoCAD SHX Text

STL COLUMN SEE STUCT. DWGS.

AutoCAD SHX Text

SPLIT FACE CMU BASE.

AutoCAD SHX Text

STL BEAM, SEE STRUCT. DWGS.

AutoCAD SHX Text

CONT. PAINTED MTL. GUTTER.

AutoCAD SHX Text

2" INSULATED METAL ROOFING SYSTEM ON Z-PURLINS.

A CB

A-5

T.O. CONC. SLAB

EL. + 0'-0" (+ 8.7' NGVD)

B.O. TIE BEAM

EL. + 12'-2"

A-6

A-9

BUILDING

SECTIONS

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

BUILDING SECTION

SHEET

NUMBER:

REVISIONS:

D O

O R

ITY

G B

-3

A T

A D

100% SUBMITTAL: 09/10/20

A U R E L I O

5735 SW 39TH STREET

M I A M I , F L 3 3 1 5 5 T E L : 3 0 5 . 7 7 6 . 3 2 7 6

DELGADO

ADALBERTO

A D

, F L

MEP ENGINEER

STRUCTURAL ENGINEER

archmiamiaad@gmail.com

A R 0 0 1 3 6 3 6

ARCHITECT

A D

V A

N C

B O

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C A

O , P

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: K

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C A R L A B, I N C.

ENGINEER AND PLANNERS

CERTIFICATE OF AUTHORIZATION 6419

8730 S.W. 25 ST., MIAMI, FL 33165

TEL: 305 283-3512; FAX: 305 226-0438

SCALE: 1/4"=1'-0"2 LONGITUDINAL

BUILDING SECTION

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

TYPICAL WALL SECTION

AutoCAD SHX Text

CLEAR BETWEEN COLUMNS

AutoCAD SHX Text

STL COLUMN. SEE STRUCT. DWGS

AutoCAD SHX Text

STL BEAM. SEE STRUCT. DWGS.

AutoCAD SHX Text

SPLIT FACE CMU.

AutoCAD SHX Text

STL BEAM. SEE STRUCT. DWGS.

AutoCAD SHX Text

RUBBER FLOORING

AutoCAD SHX Text

SLOPE 1"

AutoCAD SHX Text

SLOPE 1"

AutoCAD SHX Text

CONT. GUTTER.

AutoCAD SHX Text

O.H. TYP.

AutoCAD SHX Text

INSULATED ROOF PANELS(R-15 MIN.) ON Z-PURLINS.

AutoCAD SHX Text

HI OUTPUT LED LIGHT FIXTURE TYP.

AutoCAD SHX Text

HI OUTPUT LED LIGHT FIXTURE TYP.

AutoCAD SHX Text

O.H. TYP.

AutoCAD SHX Text

STL COLUMN. SEE STRUCT. DWGS

AutoCAD SHX Text

STL BEAM. SEE STRUCT. DWGS.

AutoCAD SHX Text

12' REQD.

AutoCAD SHX Text

SPLIT FACE CMU.

AutoCAD SHX Text

INSULATED ROOF PANELS(R-15 MIN.) ON Z-PURLINS.

AutoCAD SHX Text

CONT. GUTTER.

AutoCAD SHX Text

HIGH VOLUME LOW VELOCITY (HVLV) FAN. SEE 2/A-5.

AutoCAD SHX Text

ROPE CLIMBING SUPPORT TYP. OF 2.

AutoCAD SHX Text

INSULATED MTL. ROOF PANEL SYSTEM.

AutoCAD SHX Text

CONT. PAINTED ALUMINUM GUTTER.

AutoCAD SHX Text

STEEL PURLINS. SEE STRUCT. DWGS. TYP.

AutoCAD SHX Text

STEEL TUBE W/ PAINT FINISH. SEE STRUCT. DWGS. TYP.

AutoCAD SHX Text

STEEL BEAM W/ PAINT FINISH. SEE STRUCT. DWGS. TYP.

AutoCAD SHX Text

STEEL COLUMN W/ PAINT FINISH. SEE STRUCT. DWGS. TYP.

AutoCAD SHX Text

4" SPLIT FACE CMU FACING.

PRECAST CONC. SPLASH BLOCK.

A-10

FENCE DETAILS

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

TYPICAL FENCE PANEL

ELEVATION DETAIL

SHEET

NUMBER:

REVISIONS:

D O

O R

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G B

-3

A T

A D

100% SUBMITTAL: 09/10/20

A U R E L I O

5735 SW 39TH STREET

M I A M I , F L 3 3 1 5 5 T E L : 3 0 5 . 7 7 6 . 3 2 7 6

DELGADO

ADALBERTO

A D

, F L

MEP ENGINEER

STRUCTURAL ENGINEER

archmiamiaad@gmail.com

A R 0 0 1 3 6 3 6

ARCHITECT

A D

V A

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FENCE NOTES

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

TYPICAL 3' GATE

ELEVATION DETAIL

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

TYPICAL PAIR - 3' GATES

ELEVATION DETAIL

AutoCAD SHX Text

3/4"X3/4" 14 GA. PICKETS. TYP.

AutoCAD SHX Text

18" X 40" MIN.CONC. FTG. TYP.

AutoCAD SHX Text

1-1/2" BOTTOM RAIL. TYP.

AutoCAD SHX Text

1-1/2" DOUBLE TOP RAIL. TYP.

AutoCAD SHX Text

3"X3" 12 GA. POSTS. TYP.

AutoCAD SHX Text

FLAT CAP. TYP.

AutoCAD SHX Text

MAX. (NOM.)

AutoCAD SHX Text

SLOPE AWAY FROM COLUMN 1/4" TYP.

AutoCAD SHX Text

#3 TIES @ 12" O.C.

AutoCAD SHX Text

(4) #5 VERT.

AutoCAD SHX Text

CONT. SEALANT AROUND POST. TYP.

AutoCAD SHX Text

18" X 40" DEEP MIN.CONC. FTG. TYP.

AutoCAD SHX Text 14 GA. STL. KICK PLATE BOTH SIDES TO FACE OF 2"X2" FRAME. GRIND EDGES SMOOTH. PAINTED FIN. TO MATCH GATE.

AutoCAD SHX Text

3"X3" 12 GA. POSTS. TYP.

AutoCAD SHX Text

3 HEAVY DUTY HINGES PER GATE. TYP.

AutoCAD SHX Text 14 GA. STL. PLATE ON INSIDE FACE TO MOUNT PANIC HARDWARE EXTEND TO FACE OF 2"X2" FRAME. GRIND EDGES SMOOTH. PAINTED FIN. TO MATCH GATE.

AutoCAD SHX Text

SLOPE AWAY FROM COLUMN 1/4" TO CONC. SLAB TYP.

AutoCAD SHX Text

CONT. SEALANT AROUND POST. TYP.

AutoCAD SHX Text

EXPANSION JOINT FILLER. TYP.

AutoCAD SHX Text

#3 TIES @ 12" O.C.

AutoCAD SHX Text

(4) #5 VERT.

AutoCAD SHX Text EXPANDED MTL. INFILL. FLATTENED, GALVANIZED STEEL, HOT DIPPED, 3/4" NO. 16 FLATTENED, 76% OPEN AREA.

AutoCAD SHX Text

PROVIDE 24" EXPANDED MTL. INFILL PANELS EACH SIDE OF GATE. TYP.

AutoCAD SHX Text

SELF LATCHING PANIC HARDWARE C/L MTD. 44" ABOVE T.O. FIN. FLR.

AutoCAD SHX Text

2"X2"X1/4" TOP RAIL WELDED TO POSTS.

AutoCAD SHX Text

2"X2"X1/4" TOP RAIL WELDED TO POSTS.

AutoCAD SHX Text

CLOSER.

AutoCAD SHX Text

2"X2"X1/4" TOP RAIL WELDED TO POSTS.

AutoCAD SHX Text

CLOSER.

AutoCAD SHX Text

5/8" S.S. CANEBOLT ON INSIDE OF EACH GATE.

AutoCAD SHX Text

18" X 40" DEEP MIN.CONC. FTG. TYP.

AutoCAD SHX Text 14 GA. STL. KICK PLATE BOTH SIDES TO FACE OF 2"X2" FRAME. GRIND EDGES SMOOTH. PAINTED FIN. TO MATCH GATE.

AutoCAD SHX Text

3"X3" 12 GA. POSTS. TYP.

AutoCAD SHX Text

2"X2"X1/4" TOP RAIL WELDED TO POSTS.

AutoCAD SHX Text

3 HEAVY DUTY HINGES PER GATE. TYP.

AutoCAD SHX Text 14 GA. STL. PLATE ON INSIDE FACE TO MOUNT PANIC HARDWARE EXTEND TO FACE OF 2"X2" FRAME. GRIND EDGES SMOOTH. PAINTED FIN. TO MATCH GATE.

AutoCAD SHX Text

SLOPE AWAY FROM COLUMN 1/4" TO CONC. SLAB TYP.

AutoCAD SHX Text

CONT. SEALANT AROUND POST. TYP.

AutoCAD SHX Text

EXPANSION JOINT FILLER. TYP.

AutoCAD SHX Text

#3 TIES @ 12" O.C.

AutoCAD SHX Text

(4) #5 VERT.

AutoCAD SHX Text EXPANDED MTL. INFILL. FLATTENED, GALVANIZED STEEL, HOT DIPPED, 3/4" NO. 16 FLATTENED, 76% OPEN AREA.

AutoCAD SHX Text

PANIC HARDWARE C/L MTD. 44" ABOVE T.O. FIN. FLR.

AutoCAD SHX Text

PROVIDE 24" EXPANDED MTL. INFILL PANELS EACH SIDE OF GATE. TYP.

AutoCAD SHX Text

2"X2"X1/4" TOP RAIL WELDED TO POSTS.

AutoCAD SHX Text

CLOSER.

AutoCAD SHX Text BASIS OF DESIGN: AMERISTAR PERIMETER SECURITY USA INC. MONTAGE COMMERCIAL - COMMERCIAL STEEL ORNAMENTAL FENCE SYSTEM - FUSION WELDED AND RACKABLE OR APPROVED EQUAL BY MASTER HALCO / JERIITH / LYNCHBURG FENCE & RAILING.

AutoCAD SHX Text 1.

AutoCAD SHX Text PAINT FINISH: GALVANIZED STEEL FRAMEWORK W/ MULTI-STAGE PRE-TREATMENT/WASH (WITH ZINC PHOSPHATE), FOLLOWED BY A DUPLEX CATHODIC ELECTROCOAT SYSTEM CONSISTING OF AN EPOXY PRIMER, AND AN ACRYLIC TOPCOAT ALL SIDES. COLOR: BLACK.

AutoCAD SHX Text 2.

AutoCAD SHX Text

HARDWARE:

AutoCAD SHX Text 6.

AutoCAD SHX Text ADA COMPLIANT LOCKSET BY BEST LOCK CORP OF FALCON LOCK. LEVER HANDLE FOR ALL DOORS. PROVIDE RIM CYLINDERS, MORTISE CYLINDERS, AND KNOBS OF BORED LOCKSETS WITH INTERCHANGEABLE CORES USING SEVEN PIN TUMBLERS REMOVABLE BY SPECIAL CONTROL KEYS AND CYLINDERS FROM PRODUCTS OF ONE MANUFACTURER, AND PROVIDE CORES FROM THE PRODUCTS OF BEST LOCK CORP OF FALCON LOCK.

AutoCAD SHX Text

SINGLE GATE:

AutoCAD SHX Text

5 LBS. MAX. OPERATING FORCE.

AutoCAD SHX Text

VON DUPRIN EXIT HARDWARE MODEL 98/9952.

AutoCAD SHX Text

(3) HEAVY DUTY HINGES PER GATE.

AutoCAD SHX Text

ALLEGION 4040 SERIES CLOSER.

AutoCAD SHX Text

DOUBLE GATE:

AutoCAD SHX Text

5 LBS. MAX. OPERATING FORCE.

AutoCAD SHX Text

(3) HEAVY DUTY HINGES PER GATE.

AutoCAD SHX Text

ALLEGION 4040 SERIES CLOSER.

AutoCAD SHX Text 3.

AutoCAD SHX Text PROVIDE CADR READERS AT ALL GATES. COORDINATE W/ SMARTNET REPRESENTATIVE POINT OF CONTACT IS MR. JASON (732) 476-8706.

AutoCAD SHX Text 4.

AutoCAD SHX Text

GRIND ALL SHARP EDGES INCLUDING BOLTS, SCREWS, AND FACE PLATES.

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N.T.S.

A. CODES & STANDARS:

B. DESIGN CRITERIA:

STRUCTURAL NOTES

D. CONCRETE

C. GENERAL:

B.1 GEOTECHNICAL INFORMATION:

E. REINFORCING STEEL:

F. MASONRY:

G. CONCRETE SLAB ON GRADE:

H. POST-INSTALLED ANCHORS

I. MECHANICAL ANCHORS

NOTES:

TENSION DEVELOPMENT & LAP SPLICE LENGTH SCHEDULES

J. SCREW ANCHORS

K. ADHESIVE ANCHORS

N. SHEAR STUD CONNECTORS

M. WELDING

L. STRUCTURAL STEEL

SHEET

NUMBER:

REVISIONS:

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100% SUBMITTAL: 09/10/20

A U R E L I O

5735 SW 39TH STREET

MIAMI, FL 33155

TEL:305.776.3276

DELGADO

ADALBERTO

A D

, F L

MEP ENGINEER

STRUCTURAL ENGINEER

archmiamiaad@gmail.com

AR 0013636

ARCHITECT

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AutoCAD SHX Text

1. FLORIDA BUILDING CODE 2017 EDITION. FLORIDA BUILDING CODE 2017 EDITION. 2. ACI 318-14 ACI 318-14 3. A.I.S.C. - STEEL CONSTRUCTION MANUAL 13th EDITION A.I.S.C. - STEEL CONSTRUCTION MANUAL 13th EDITION 4. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) 5. CONCRETE REINFORCING STEEL INSTITUTE (CRSI) CONCRETE REINFORCING STEEL INSTITUTE (CRSI) 6. AMERICAN WELDING SOCIETY (AWS) AMERICAN WELDING SOCIETY (AWS) 7. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 8. ACI 530-BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURESACI 530-BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

AutoCAD SHX Text

1. STRUCTURAL NOTES ARE IN CONFORMANCE WITH THE SPECIFICATIONS FOR THIS PROJECT AND IN STRUCTURAL NOTES ARE IN CONFORMANCE WITH THE SPECIFICATIONS FOR THIS PROJECT AND IN CLARIFICATION THEREOF. 2. ALL MATERIAL, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, ALL MATERIAL, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND CURRENT BUILDING CODE.

AutoCAD SHX Text

1. LIVE LOADS: FLAT ROOFS ................................................................... 30 PSF 30 PSF SLOPED ROOFS ................................................................. 20 PSF 20 PSF FLOOR RESIDENTIAL ........................................................ 40 PSF 40 PSF LIGHT STORAGE..................................................................125 PSF 2. WIND LOADS AS PER ASCE 7-2010: BASIC WIND SPEED 175 MPH (3-SECOND GUST) 175 MPH (3-SECOND GUST) IMPORTANCE FACTOR 1.00 1.00 EXPOSURE CATEGORY "C" "C" BUILDING CATEGORY II II INTERNAL PRESSURE OPEN OPEN TOPOGRAPHICAL FACTOR 1.001.00

AutoCAD SHX Text

1. ALL CONCRETE DESIGN AND WORK SHALL BE IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318-14), "SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACI-301, "GUIDE TO FORMWORK FOR CONCRETE" (ACI 347), AND "GUIDE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE" (ACI 304R). 2. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150 AND PROJECT SPECIFICATIONS. 3. AGGREGATES FOR HARDROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF ASTM C-33 AND PROJECT SPECIFICATIONS. 4. CONCRETE MIXING OPERATIONS SHALL CONFORM TO ASTM C-94. 5. MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE AS FOLLOWS: FOOTINGS 3000 PSI 0.72 W/C 3000 PSI 0.72 W/C 0.72 W/C SLABS ON GRADE 3000 PSI 0.72 W/C 3000 PSI 0.72 W/C 0.72 W/C SLABS (U.O.N.) 4000 PSI 0.72 W/C 4000 PSI 0.72 W/C 0.72 W/C COLUMN AND SHEAR WALLS 4000 PSI 0.72 W/C 4000 PSI 0.72 W/C 0.72 W/C BEAMS 4000 PSI 0.72 W/C 4000 PSI 0.72 W/C 0.72 W/C OTHER CONCRETE 3000 PSI 0.72 W/C 0.72 W/C 6. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR COMMENCEMENT OF ANY CONCRETE WORK. 7. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN WALLS OR COLUMNS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. USE HOPPERS, CHUTES OR TRUNKS OF VARYING LENGTHS SO THAT THE FREE UNCONFINED FALL OF CONCRETE DOES NOT EXCEEDS 5 FEET. 8. ALL BEAMS, SPANDREL BEAMS AND FLOOR SLABS SHALL BE PLACED MONOLITHICALLY. 9. VERTICAL CONSTRUCTION JOINTS USING APPROVED BULKHEADS MAY BE MADE AT BEAMS OR SLAB SPANS WHERE STOP IN CONCRETE WORK IS NECESSARY. CONSTRUCTION JOINTS REQUESTED BY THE GENERAL CONTRACTOR SHALL BE SHOWN ON THE SHOP DRAWINGS FOR THE ENGINEER'S REVIEW. OTHERWISE CONTRACTOR SHALL SUBMIT BULKHEAD DETAIL AND CONSTRUCTION JOINT LOCATION TO ENGINEER FOR APPROVAL. 10. ALL OPENINGS IN CONCRETE SLABS SHALL BE LOCATED, SIZED AND REINFORCED (WITH THE EXCEPTION OF SMALL OPENINGS AND/OR SLEEVES OF A SIZE THAT WILL NOT DISPLACE OR INTERRUPT THE CONTINUITY OF THE REINFORCING) AS SHOWN ON RESPECTIVE FLOOR PLANS AND TYPICAL DETAILS (SEE TYPICAL SLAB OPENING DETAIL). ANY ALTERATIONS REQUIRE APPROVAL OF THE STRUCTURAL ENGINEER. CORING OF CONCRETE IS NOT PERMITTED UNLESS OTHERWISE SHOWN ON PLANS. 11. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURE IN POSITION PRIOR TO PLACING CONCRETE. 12. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE A RESILIENT TILE FINISH SHALL BE APPROVED BY THE MANUFACTURER BEFORE USE. 13. CONTRACTOR SHALL SUBMIT TO ENGINEER CONCRETE POURING SEQUENCE PRIOR TO CONSTRUCTION. 14. CONDUIT OR PIPE SIZE (O.D.) SHALL NOT EXCEED 30% OF TOTAL SLAB THICKNESS AND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING, UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATIONS OF CONDUITS OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE PROVIDED. FOR ADDITIONAL INFORMATION REFER TO EMBEDDED PIPE DETAIL ON THE STANDARD DETAILS.

AutoCAD SHX Text

1. STRUCTURAL DRAWING SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND STRUCTURAL DRAWING SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 2. WHERE OWNER IS MENTIONED IN DWGS IT IS TO BE UNDERSTOOD EITHER OWNER OR HIS AUTHORIZED WHERE OWNER IS MENTIONED IN DWGS IT IS TO BE UNDERSTOOD EITHER OWNER OR HIS AUTHORIZED REPRESENTATIVE. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING FIELD CONDITIONS PRIOR TO STARTING CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING FIELD CONDITIONS PRIOR TO STARTING CONSTRUCTION. IF ANY DISCREPANCY ARISES BETWEEN ACTUAL CONDITIONS AND THE INFORMATION SHOWN ON THE DRAWINGS THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY BEFORE PROCEEDING WITH WORK. 4. IN CASE OF DOUBT IN THE INTERPRETATION OF ANY ASPECT OF THESE STRUCTURAL DRAWINGS AND/OR IN CASE OF DOUBT IN THE INTERPRETATION OF ANY ASPECT OF THESE STRUCTURAL DRAWINGS AND/OR SPECIFICATIONS, THE DESIGNER SHALL BE CONSULTED. 5. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. IN CASE OF DISCREPANCY DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. IN CASE OF DISCREPANCY NOTIFY THE EOR. 6. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND STANDARD NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND STANDARD DETAILS. 7. CONTRACTOR MUST VERIFY ALL DIMENSIONS ON STRUCTURAL DWGS AGAINST THE DIMENSIONS ON PROPOSED CONTRACTOR MUST VERIFY ALL DIMENSIONS ON STRUCTURAL DWGS AGAINST THE DIMENSIONS ON PROPOSED CONDITION DWGS BEFORE LAYING OUT THE WORK. 8. CONTRACTOR SHALL REFER TO THE ARCH. DWGS FOR THE FOLLOWING INFORMATION: SIZE AND LOCATION OF CONTRACTOR SHALL REFER TO THE ARCH. DWGS FOR THE FOLLOWING INFORMATION: SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR PARTITIONS, SIZE AND LOCATION OF CONCRETE CURBS, FLOOR DRAINS, SLOPES, CHAMFERS, GROOVES, INSERTS ETC., SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS, FLOOR AND ROOF FINISHES, AND DIMENSIONS NOT SHOWN ON STRUCTURAL DWGS. 9. MAIN OPENINGS ARE SHOWN IN THE STRUCTURAL DWGS; HOWEVER, FOR EXACT SIZE AND LOCATION OF ALL MAIN OPENINGS ARE SHOWN IN THE STRUCTURAL DWGS; HOWEVER, FOR EXACT SIZE AND LOCATION OF ALL OPENINGS SEE OTHER DISCIPLINE DWGS. 10. CONTRACTOR SHALL REFER TO MEP DWGS FOR THE FOLLOWING INFORMATION: CONTRACTOR SHALL REFER TO MEP DWGS FOR THE FOLLOWING INFORMATION: PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, SIZE AND LOCATION OF EQUIPMENT OR MACHINE BASES AND ANCHOR BOLTS. 11. OPENINGS LARGER THAN 6" SHALL NOT BE PLACED IN ANY STRUCTURAL ELEMENT UNLESS SPECIFICALLY OPENINGS LARGER THAN 6" SHALL NOT BE PLACED IN ANY STRUCTURAL ELEMENT UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DWGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DWGS OF OTHER DISCIPLINES INDICATE OPENINGS LARGER THAN 6". 12. CONSTRUCTION MATERIALS SHALL BE SPREAD EVENLY WHEN PLACED ON FLOORS OR ROOFS. LOADS SHALL CONSTRUCTION MATERIALS SHALL BE SPREAD EVENLY WHEN PLACED ON FLOORS OR ROOFS. LOADS SHALL NOT EXCEED DESIGN LOADS INDICATED ON THE DWGS UNLESS ADEQUATE SHORING IS PROVIDED BY THE CONTRACTOR. 13. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PRODUCE A CORRECTLY ALIGNED STRUCTURE (COLUMNS, THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PRODUCE A CORRECTLY ALIGNED STRUCTURE (COLUMNS, WALLS, BEAMS, SLABS, ETC.), CONSIDERING AMONG OTHER THINGS, THE ELASTIC DEFORMATION OF THE STRUCTURAL MEMBERS. 14. STRUCTURE HAS BEEN DESIGNED ACCORDING TO FINAL CONDITIONS. HOWEVER DURING ERECTION OF STRUCTURE HAS BEEN DESIGNED ACCORDING TO FINAL CONDITIONS. HOWEVER DURING ERECTION OF STRUCTURE CERTAIN CONDITIONS MAY ARISE FOR WHICH BEHAVIOR OF THE STRUCTURE HAS NOT BEEN CONTEMPLATED. THEREFORE THE CONTRACTOR SHALL PROVIDE AT ALL TIMES ADEQUATE SHORING AND RESHORING AND/OR TEMPORARY ERECTION BRACING AS REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL CONSTRUCTION STAGES.

AutoCAD SHX Text

1. GEOTECHNICAL INVESTIGATION BY B3 MATERIAL TESTING ENGINEERING., ON REPORT SUBMITTED ON GEOTECHNICAL INVESTIGATION BY B3 MATERIAL TESTING ENGINEERING., ON REPORT SUBMITTED ON 6/20/2020 AND PROJECT NO 20-0253 RECOMMENDS FOR THE PROPOSED STRUCTURE SHALL BE DESIGNED FOR A SHALLOW FOUNDATION SYSTEM WITH A NET STATIC PERMISSIBLE SOIL BEARING PRESSURE OF 3,500 PSF. REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION, EXCAVATION REQUIREMENTS, DEPTH AND COMPACTION RECOMMENDATIONS. 2. CONTRACTOR SHALL BECOME FAMILIAR WITH ALL THE RECOMMENDATIONS ON THE MENTIONED REPORT. FOR CONTRACTOR SHALL BECOME FAMILIAR WITH ALL THE RECOMMENDATIONS ON THE MENTIONED REPORT. FOR QUESTIONS OR CONCERNS PLEASE NOTIFY THE EOR BEFORE CONSTRUCTIONS BEGINS. 3. THE FOLLOWING FOUNDATION RECOMMENDATIONS ARE FROM THE REFERED GEOTECHNICAL INVESTIGATION. THE FOLLOWING FOUNDATION RECOMMENDATIONS ARE FROM THE REFERED GEOTECHNICAL INVESTIGATION.

AutoCAD SHX Text

a. EXCAVATE ENTIRE BUILDING AREA PLUS 5'-0" OUTSIDE THE PERIMETER OF CONSTRUCTION AND REMOVE EXCAVATE ENTIRE BUILDING AREA PLUS 5'-0" OUTSIDE THE PERIMETER OF CONSTRUCTION AND REMOVE ALL TOP SOIL, AND UNSUITABLE SUBSURFACE MATERIAL TO THE NECESSARY DEPTH. WE ANTICIPATE AN AVERAGE EXCAVATION DEPTH OF APPROXIMATELY FOUR (4') FEET. b. COMPACT EXCAVATED AREA TO A MINIMUM COMPACTION OF 98% OF THE OPTIMUM DRY DENSITY AS COMPACT EXCAVATED AREA TO A MINIMUM COMPACTION OF 98% OF THE OPTIMUM DRY DENSITY AS PER AASHTO T-180. VERIFY DENSIFICATION PROCEDURES BY TAKING AN ADEQUATE NUMBER OF FIELD DENSITY COMPACTION TESTS, ESPECIALLY IN THE FOOTING AREA. THE EXCAVATED AREA SHOULD BE INSPECTED PRIOR TO THE COMMENCEMENT OF THE BACKFILLING OPERATION TO ENSURE THAT ALL THE UNSUITABLE MATERIAL HAS BEEN REMOVED. c. BACKFILL BUILDING AREA, PLUS 5'-0" OUTSIDE THE PERIMETER OF THE STRUCTURE TO THE REQUIRED BACKFILL BUILDING AREA, PLUS 5'-0" OUTSIDE THE PERIMETER OF THE STRUCTURE TO THE REQUIRED ELEVATION WITH A CLEAN MIXTURE OF SAND, LIME ROCK AND LIME SAND FILL (OR APPROVED FILL MATERIAL) IN MAXIMUM 10" LOOSE LIFTS TO A MINIMUM OF 98% OF THE OPTIMUM DRY DENSITY AS PER AASHTO T180. d. EXCAVATE FOOTING TRENCHES TO THE REQUIRED DEPTH FROM THE GROUND ELEVATION. ALL TRENCHING EXCAVATE FOOTING TRENCHES TO THE REQUIRED DEPTH FROM THE GROUND ELEVATION. ALL TRENCHING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. e. DURING EXCAVATION FOR THE PROPOSED IMPROVEMENTS, MOVEMENT OF ADJACENT SOILS INTO THE DURING EXCAVATION FOR THE PROPOSED IMPROVEMENTS, MOVEMENT OF ADJACENT SOILS INTO THE EXCAVATION SHOULD BE PREVENTED. f. EXCAVATE FOOTING TRENCHES TO THE REQUIRED DEPTH FROM THE GROUND ELEVATION. COMPACT THE EXCAVATE FOOTING TRENCHES TO THE REQUIRED DEPTH FROM THE GROUND ELEVATION. COMPACT THE BOTTOM OF THE FOOTING TRENCH TO A MINIMUM COMPACTION OF 98% OF THE OPTIMUM DRY DENSITY AS PER AASHTO g. T- 180. VERIFY DENSIFICATION PROCEDURES BY TAKING AN ADEQUATE NUMBER OF FIELD DENSITY T- 180. VERIFY DENSIFICATION PROCEDURES BY TAKING AN ADEQUATE NUMBER OF FIELD DENSITY 180. VERIFY DENSIFICATION PROCEDURES BY TAKING AN ADEQUATE NUMBER OF FIELD DENSITY COMPACTION TESTS. h. ANY UNDERGROUND STRUCTURES SUCH AS GREASE TRAPS, SEPTIC SYSTEMS, ETC. MUST BE SUPPORTED ANY UNDERGROUND STRUCTURES SUCH AS GREASE TRAPS, SEPTIC SYSTEMS, ETC. MUST BE SUPPORTED ON PILE FOUNDATIONS, UNLESS THE DELETERIOUS MATERIAL (I.E.: SILT, MUCK, PEAT, ETC.) IS EXCAVATED IN ITS ENTIRELY AND REPLACE WITH COMPACTED WASHED GRAVEL SUCH US #57 STONE.

AutoCAD SHX Text

1. REINFORCING STEEL BARS SHALL BE HIGH STRENGTH, GRADE 60, DEFORMED NEW BILLET STEEL CONFORMING REINFORCING STEEL BARS SHALL BE HIGH STRENGTH, GRADE 60, DEFORMED NEW BILLET STEEL CONFORMING TO ASTM A615 SPECIFICATION. BARS SHALL BE FREE FROM LOOSE RUST AND SCALE. 2. ALL REINFORCING SHALL BE DETAILED AND FABRICATED FOLLOWING THE REQUIREMENTS OF ACI 315. PLACING ALL REINFORCING SHALL BE DETAILED AND FABRICATED FOLLOWING THE REQUIREMENTS OF ACI 315. PLACING OF REBARS SHALL CONFORM TO "CRSI RECOMMENDED PRACTICES FOR PLACING REINFORCING BARS". 3. ALL BARS SHALL BE SPACED AND SUPPORTED WITH THE USE OF APPROVED ADEQUATE DEVICES. SUPPORT ALL BARS SHALL BE SPACED AND SUPPORTED WITH THE USE OF APPROVED ADEQUATE DEVICES. SUPPORT BARS SHALL BE #5 OR GREATER, AND NOT SPACED MORE THAN 1'-6" C/C. SUPPORT BARS AND ENDS OF MAIN REINFORCING SHALL NOT EXTEND MORE THAN 1'-6" PAST OUTERMOST CHAIR OR SUPPORT BAR. 4. A MINIMUM OF 3 SUPPORT BARS AND 3 INDIVIDUAL HIGH CHAIRS FOR EACH SUPPORT BAR SHALL BE A MINIMUM OF 3 SUPPORT BARS AND 3 INDIVIDUAL HIGH CHAIRS FOR EACH SUPPORT BAR SHALL BE PROVIDED FOR TOP REINFORCING. 5. SLAB BOLSTERS SHALL BE PROVIDED FOR COLUMN VERTICAL REINFORCING STEEL, SUCH THAT 1 INCH SLAB BOLSTERS SHALL BE PROVIDED FOR COLUMN VERTICAL REINFORCING STEEL, SUCH THAT 1 INCH 12 INCH MINIMUM CLEARANCE IS MAINTAINED. A SAMPLE SHALL BE SENT TO THE ENGINEER FOR APPROVAL. 6. REINFORCING IS DENOTED ON PLANS AS FOLLOWS: DENOTES TOP STEEL DENOTES BOTTOM STEEL 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE SUPPORTED ON SLAB BOLSTERS. USE FLAT SHEETS ONLY. MINIMUM LAP SHALL BE 6" OR ONE FULL MESH, WHICHEVER IS GREATER. 8. ALL WALLS AND COLUMNS SHALL BE DOWELED INTO FOOTINGS W/ A 90° HOOK IN CONTACT W/ FOOTING IS BOTTOM REINFORCEMENT AND EXTENDING THE REQUIRED LAP LENGTH ABOVE FOOTING TOP SURFACE.

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