grand oaks plaza # description s 1 s 2 s 3 s …...exterior elevation marker section marker section...

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PROJECTNORTH

SYMBOL LEGEND

CONSTRUCTION DOCUMENTS ARE FOR BUILDING SHELL ONLY.

BUILDING CODES IN EFFECT:

- FLORIDA BUILDING CODE, 5TH EDITION (2014) BUILDING

- FLORIDA BUILDING CODE, 5TH EDITION (2014) EXISTING BUILDING- FLORIDA BUILDING CODE, 5TH EDITION (2014) ENERGY CONSERVATION- FLORIDA BUILDING CODE, 5TH EDITION (2014) ACCESSIBILITY- FLORIDA FIRE PREVENTION CODE, 5TH EDITION

- NFPA 1 - UNIFORM FIRE CODE, 2012 EDITION- NFPA 70 - NATIONAL ELECTRIC CODE, 2011 EDITION- NFPA 101 - LIFE SAFETY CODE, 2012 EDITION- ADA STANDARDS FOR ACCESSIBLE DESIGN, 2010 EDITION- ORLANDO CITY CODE

WIND LOADS AS PER:

A. FLORIDA BUILDING CODE 5TH EDITION (2014) WITH AN ULTIMATE DESIGN WIND SPEED OF 139 MPH,EXPOSURE B, NOMINAL DESIGN WIND SPEED OF 107 MPH, +/-0.18 INTERNAL PRESSURE COEFFICIENT, ANDBUILDING RISK CATEGORY II.

B. THE BUILDING IS DESIGNED AS AN ENCLOSED BUILDING.

CODE DATA

PROJECT SCOPE OF WORKTHIS PROJECT WILL BE COMPLETED IN ONE PHASE.

• THIS IS A FACADE RENOVATION & EXTERIOR REPAINTING.• NO CHANGES TO STRUCTURAL.• NO NEW WALL RENOVATION OR LIFE SAFETY CHANGES BEING MADE.

• THIS IS AN OWNER IMPROVEMENT OF A SHELL SPACE.• NEW CEILINGS AND LIGHT FIXTURES.• NEW ELECTRICAL POWER AND LIGHTING CONNECTING TO EXISTING SERVICE.• ALL LIGHTING IS EXISTING AND WILL BE RELOCATED AS NEEDED FOR NEW SPACES.

• ELECTRICAL WORK IS NEW FOR NEW AREAS. SOME MODIFICATIONS TO EXISTING SYSTEMS ARENECESSARY FOR THE NEW WORK.

SEPARATE PERMITS

• FUTURE SITE LIGHTING.• FUTURE SITE SIGN.• EXTERIOR SIGNAGE.

THIS PROJECT REQUIRES SHOP DRAWINGS BE SUBMITTED AND REVIEWED BY THE DESIGN TEAM.ALL SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW TO THE ARCHITECT ELECTRONICALLY, INPDF FORMAT. HARD COPIES SHALL NOT BE ACCEPTED. SHOP DRAWINGS MUST BE REVIEWED BY THECONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT. THE TERM “SHOP DRAWINGS” ALSOINCLUDES MANUFACTURERS SPECIFICATIONS “CUT SHEETS”.

BY SUBMITTING SHOP DRAWINGS, THE CONTRACTOR WARRANTS THAT THEY HAVE REVIEWED THESHOP DRAWINGS, COORDINATED THE SHOP DRAWINGS WITH ALL RELATED TRADES, VERIFIED ALLDIMENSIONS WITH ACTUAL FIELD CONDITIONS, CONFIRMED QUANTITIES AND PERFORMANCE

REQUIREMENTS, AND FABRICATION PROCESSES.

THE DESIGN TEAM IS NOT REQUIRED TO REVIEW UNSOLICITED SHOP DRAWINGS, WHICH MAY BERETURNED WITHOUT REVIEW OR COMMENT.

REVIEW OF SHOP DRAWINGS BY THE DESIGN TEAM IS SOLELY FOR CONFORMANCE WITH THEDESIGN CONCEPT OF THE PROJECT AND FOR COMPLIANCE WITH INFORMATION ALREADY GIVEN INTHE CONSTRUCTION DOCUMENTS. APPROVAL OF SHOP DRAWINGS DOES NOT RELIEVE THECONTRACTOR OF THE RESPONSIBILITY FOR COMPLYING WITH ALL REQUIREMENTS OF THE

CONTRACT DOCUMENTS.

WHEN SHOP DRAWINGS ARE REQUIRED, NO PART OF THE STRUCTURE OR COMPONENT SHALL BECONSTRUCTED WHERE RELATED TO THE SHOP DRAWINGS UNTIL AFTER THE SHOP DRAWINGS HAVEBEEN REVIEWED AND APPROVED. IT IS THE CONTRACTOR’S RESPONSIBILITY TO PLAN AND ALLOW

TIME FOR SHOP DRAWING CREATION, REVIEW, REVISION AND APPROVAL. THE DESIGN TEAM SHALLNOT BE RESPONSIBLE FOR DELAYS CAUSED BY THE CONTRACTOR’S FAILURE TO PLAN.

THE ARCHITECTURAL SHOP DRAWINGS REQUIRED ARE AS FOLLOWS:

1. STOREFRONT SYSTEMS2. STUCCO AND ACCESSORIES3. PRE-ENGINEERED METAL FRAMING

REFER TO OTHER DISCIPLINES' DRAWINGS FOR ADDITIONAL SUBMITTAL REQUIREMENTS.

SHOP DRAWINGS/SUBMITTALS

= sheet submitted (with revisions)█□ = sheet submitted (without revisions)X = sheet removed

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CHECKED BY :

DRAWN BY :

Scott + Cormia Architecture and Interiors, LLC429 S. Keller Road, Suite 200Orlando, Florida 32810t. 407-660-2766 AA26002980f. 407-875-3276

www.scottcormia.com

PROJECT # :

© copyright 2016 All Rights Reserved

p r o j e c t

s e a l

s u b m i s s i o n s

d r a w i n g i n f o

s h e e t n u m b e r

IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.


Raymond L. Scott, AIAFL. REG. # AR0008232

To the best of our knowledge, belief andprofessional judgement, these plans andspecifications are in compliance with theapplicable building codes.

2016 DEC 22

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COVER SHEET

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FLO

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GRAN

D O

AKS P

LAZA

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OVATIO

NPLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL (PANELING)

PROP PROPERTY

PRTN PARTITION

PT PRESSURE TREATED

PTD PAINTED

QT QUARRY TILE

R RADIUS

REINF REINFORCED (REINFORCING)

REQ'D REQUIRED

REV REVERSE

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

S SOUTH

SCHED SCHEDULE

SEC SECTION

SF SQUARE FEET (FOOTAGE)

SIM SIMILAR

SL SLOPE

SLNT SEALANT

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

SW SWITCH

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T/ (TO) TOP OF

TEL TELEPHONE

TEMP TEMPERED

THRES THRESHOLD

TI TENANT IMPROVEMENT

TPD TOILET PAPER DISPENSER

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VEST VESTIBULE

VWC VINYL WALL COVERING

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WP WATERPROOF

WR WATER RESISTANT

WWM WELDED WIRE MESH

FRP FIBERGLASS REINF. PANEL

FRT FIRE RETARDANT TREATED

FRX FIRE TREATED & PRESSURE TREATED

FT FOOT (FEET)

FTG FOOTING

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GL GLASS

GR GRADE

GWB GYPSUM WALL BOARD

GYP GYPSUM

HDW HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

ID INSIDE DIMENSION

INCDSNT INCANDESCENT

INSUL INSULATION

INT INTERIOR

JT JOINT

KO KNOCK-OUT

LAM LAMINATED

LAV LAVATORY

LB POUND

LH LEFT-HAND

LP LOW POINT

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFR'D MANUFACTURED

MFR'R MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOULDING

MO MASONRY OPENING

MR MOISTURE RESISTANT

MTG MOUNTING

MTL METAL

MULL MULLION

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIMENSION

OH OVERHEAD

OPG OPENING

OPP OPPOSITE

PH PHYSICALLY HANDICAPPED

PLAM PLASTIC LAMINATE

PLAS PLASTER

(E) EXISTING

(N) NEW

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISH GRADE

ALT ALTERNATE

ALUM ALUMINUM

ANCH ANCHOR

APPROX APPROXIMATE

ARCH ARCHITECT (ARCHITECTURAL)

B/ (BO) BOTTOM OF

BD BOARD

BLDG BUILDING

BLK BLOCK

BM BEAM

BRG BEARING

BTM BOTTOM

BTWN BETWEEN

BUR BUILT-UP ROOF

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CMU CONCRETE MASONRY UNIT(S)

CO CLEAN-OUT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CT CERAMIC TILE

CTBS COLOR TO BE SELECTED

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DN DOWN

DNS DO NOT SCALE

DR DOOR

DS DOWNSPOUT

DWG DRAWING

E EAST

EA EACH

EIFS EXT. INSUL. AND FIN. SYSTEM

EJ EXPANSION JOINT

ELEV ELEVATION

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRICAL WATER COOLER

EXH EXHAUST

EXST EXISTING

EXT EXTERIOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FIN FINISH

FLR FLOOR

FLUOR FLUORESCENT

SHEET INDEX# DESCRIPTION

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GENERAL

G000 COVER SHEET █ █

ARCHITECTURAL

A011 SITE REFERENCE PLAN █ █

A051 DEMOLITION PLAN █ █

A052 DEMOLITION REFLECTED CEILING PLAN █ █

A053 DEMOLITION ELEVATION █ █

A101 NEW FLOOR PLAN █ █

A111 NEW REFLECTED CEILING PLAN █ █

A301 EXTERIOR ELEVATIONS █ █

A401 WALL SECTIONS █ █

A402 WALL SECTIONS █ █

A403 WALL SECTIONS █





A503 PLAN DETAILS █ █

A504 PLAN DETAILS █ █

STRUCTURAL

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ELECTRICAL

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CONTACT PERSON:

ARCHITECTScott + Cormia Architecture and Interiors, LLC

429 S. Keller Road, Suite 200

Orlando, FL 32810

Rikki Tienzo

[email protected]

www.scottcormia.com

t: 407-660-2766 ex. 1381

CONTACT PERSON:

STRUCTURALGutherman Structural

2300 Maitland Center Pkwy, Suite 101

Maitland, FL 32751

Jack Gutherman

[email protected]

http://www.gstructural.com

t: 407-701-0875

CONTACT PERSON:

OWNERRT Retail Investments, LLC

5737 W. Irlo Bronson Hwy

Kissemmee, FL

Ravi Tulsyan

[email protected]

t: 609 216 4672

CONTACT PERSON:

MECH / PLUMB / ELECWilson & Girgenti, LLC

37 N. Orange Ave, Suite 500

Orlando, FL 32801

Brock H. Shrader

[email protected]

http://www.wilsongirgenti.com

t: 321-230-8108

f: 727-726-2070

CONTACT PERSON:

CIVILMitch Collins, P.E., Inc.

801 E. South Street

Orlando, FL 32801

Mitch Collins

[email protected]

http://www.mitchcollinspe.com

t: (407) 850-8557

f: -

ABBREVIATIONS CONTACT INFORMATION

SUBMISSION INDEX

GENERAL NOTES1 THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND PRIOR TO COMMENCING ANY WORK.

2 DIMENSIONS USED IN THE DOCUMENTS WERE MANUALLY ACQUIRED. THE CONTRACTOR SHALLFIELD VERIFY ALL DIMENSIONS TO CHECK IF CEILING HEIGHTS, ARCH OPENINGS, ROOF HEIGHTS,ROOF SLOPES, TRIMS AND MOLDING LOCATIONS WILL APPROXIMATE HOW THEY ARE SHOWN INTHE ELEVATIONS AND SECTIONS.

3 ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE CODES AND RESTRICTIONS ENFORCED BYAUTHORITIES HAVING JURISDICTION.

4 DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL DIMENSIONS ON FLOOR PLANSINDICATE NOMINAL WIDTH UNLESS NOTED OTHERWISE ON DRAWINGS. DETAILS SHALL GOVERNOVER PLAN AND ELEVATIONS DRAWINGS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALLDETAILS. CONTACT ARCHITECT FOR UNKNOWN DIMENSIONS.

5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE SITE AS REQUIRED IN THECONTRACT DOCUMENTS.

6 ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE CONTRACTOR AND ALL AREAS SHALLBE LEFT IN A CLEAN CONDITION AT ALL TIMES DURING CONSTRUCTION.

7 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THEOCCUPANTS AND WORKERS AS REQUIRED BY GENERAL CONDITIONS AND ALL APPLICABLE LOCAL,STATE, AND FEDERAL REGULATIONS.

8 CONTRACTOR SHALL ENGAGE A FLORIDA REGISTERED SPECIALTY ENGINEER TO DETERMINE METALSTUD GAUGES AND DESIGN STUD FRAMING. METAL STUD GAUGES SHALL MEET RECOMMENDATIONSAND/OR REQUIREMENTS OF THE STUD MFR'R AND ALL APPLICABLE CODES. SHOP DRAWINGS SHALLBE SUBMITTED TO THE ARCHITECT FOR REVIEW.

9 PROVIDE DRAFT STOPPING IN CANOPIES AT INTERVALS NOT TO EXCEED 3,000 SQ. FT. & WHERESPECIFICALLY CALLED FOR ON DRAWINGS. DRAFT STOPPING SHALL BE 1/2" GYP. BD. ON ONE SIDEOF LIGHT GAUGE METAL FRAMING.

11 DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED. THECONTRACTOR IS TO CLARIFY WITH THE ARCHITECT ANY DISCREPANCIES WHICH MAY OCCUR PRIORTO COMMENCING ANY CONSTRUCTION.

12 DO NOT OBSTRUCT STREETS, SIDEWALKS, ALLEYS OR OTHER RIGHT-OF-WAYS WITHOUT FIRSTOBTAINING PROPER PERMITS.

13 ALL FIRE-RATED CONSTRUCTION SHALL CONFORM TO UL TESTED STANDARDS AND/OR LOCALREQUIREMENTS.

14 ALL PENETRATIONS THRU FIRE RATED CONSTRUCTION SHALL COMPLY WITH UL & ALL APPLICABLECODES & ORDINANCES.

15 ALL EXTERIOR MATERIALS TO MEET ALL LOCAL & STATE WIND & IMPACT TEST REQUIREMENTS.SUBMIT PRODUCT APPROVAL NUMBERS TO AUTHORITY HAVING JURISDICTION FOR REVIEW INACCORDANCE WITH THEIR REQUIREMENTS.

16 DIMENSIONS ARE TO COLUMN GRID, FACE OF MASONRY/CONCRETE/PRECAST, FACE OFMETAL/WOOD STUD, UNO.

17 ALL EXTERIOR SIDEWALK CONTROL JOINTS AND EXPANSION JOINTS TO RECEIVE POUR GRADESEALANT (SL2 MANUFACTURED BY SONNEBORN OR APPROVED EQUAL).

18 CONTRACTOR TO PROVIDE & INSTALL 2A10BC FIRE CLASS A LIGHT (LOW) HAZARD FIREEXTINGUISHERS AS REQUIRED BY LOCAL FIRE MARSHAL COORDINATE LOCATIONS / PLACEMENTSWITH FIRE MARSHAL. INSTALL QUANTITY AS REQUIRED SO AS NOT TO EXCEED 75’ OF TRAVEL TOAN EXTINGUISHER.

19 ALL INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH NFPA 101, CHAPTER 10 AND FBC-BSECTION 803.

20 NAILERS, BLOCKING, AND OTHER ROUGH CARPENTRY ITEMS INDICATED AS "WOOD", "TREATEDWOOD", OR "PT WOOD" SHALL BE TREATED FOR FIRE RESISTANCE.

21 JOINTS WHICH OCCUR IN RATED PARTITIONS SHALL BE STAGGERED IN ACCORDANCE WITH THEDESIGN ASSEMBLY REQUIREMENT. WHERE OPENINGS ARE MADE IN EXISTING RATED PARTITIONS,OR WHERE OPENINGS IN EXISTING PARTITIONS ARE CLOSED, THE EXISTING GYPSUM BOARD MAYBE REMOVED ON ONE SIDE OF THE PARTITIONS BACK TO THE NEXT STUD TO ASSURE THE PROPERSTAGGERING OF THE JOINTS.

22 SEAL / CAULK PERIMETER OF RATED WALLS AND PENETRATIONS OF RATED WALLS IN ACCORDANCEWITH APPLICABLE UL DESIGN AND REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION.

23 PER FBC-B 703.7, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKEPARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONSSHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCHIDENTIFICATION SHALL:1) BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES;

2) BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND3) INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8 INCH STROKE INA CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING: "FIRE AND/OR SMOKE

BARRIER - PROTECT ALL OPENINGS" OR OTHER WORDING.

24 ELECTRICAL DEVICES WHICH OCCUR IN RATED PARTITIONS SHALL BE LOCATED SO THAT BACKBOXES WITHIN A SINGLE STUD CAVITY SHALL NOT EXCEED A TOTAL OF 16 SQUARE INCHES IN AREAOR EXCEED A TOTAL OF 100 SQUARE INCHES IN ANY 100 SQUARE FEET OF WALL AREA. ONOPPOSITE SIDES OF WALLS OR PARTITIONS SHALL BE SEPARATED BY A MIN. HORIZ. DISTANCE OF24". WHERE THIS REQUIREMENT CANNOT BE MET, BACK BOXES IN EXCESS OF THE ALLOWED

MAXIMUM SHALL BE BACKED WITH PUTTY PADS.

26 ALL DENOTED FUTURE TENANTS ARE TO SUBMIT ALL REQUIRED INTERIOR DRAWINGS &SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO ALL EQUIPMENT, SHELVING, TENANTIMPROVEMENT WORK, AND WILL REQUIRE SEPARATE PERMIT FOR OCCUPANCY. ITEMS SHOWNUNDER THESE SET OF CONTRACT DOCUMENTS ARE ONLY ITEMS TO BE INSTALLED BY LANDLORDSCOPE OF WORK.

27 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT LOCAL UTILITY COMPANIESTO LOCATE ALL EXISTING UTILITIES AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTORSHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTYDAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. ALL FINALCONNECTIONS FROM THE BUILDING TO EXISTING UTILITIES SHALL BE BY THIS CONTRACTOR.

SUBMISSION #2 - BIDDING(2016 DEC 22)

FACADE RENOVATION

GRAND OAKS PLAZAPARCEL ID #:

PROPERTY DESCRIPTION:

PROPERTY INFORMATION04-25-28-4230-0001-1020

COM AT SE COR OF SW 1/4 OF SE 1/4, W 335.87 FT, N 68 FT, W 175 FT, N 50 FTTO N R/W HWY 192 & POB; N 275 FT TO POC, CONC SWLY, RAD 75 FT, NWLYALONG CURVE 63.08 FT, N 75 FT MOL, W 471.34 FT TO W/L OF LOT 122 OFMUNGER LAND COMPANY PB 1 PG 77, S 400 FT TO N/L OF HWY 192, E 496 FTMOL TO POB

S#DESCRIPTION

ISSUED TO DATEABBREVIATED DETAILED

1 OWNER REVIEW 90% OWNER REVIEW OWNER 2015 DEC 16

2 BIDDING BIDDING CONTRACTORS 2016 DEC 22

CONTACT PERSON:

CONTRACTOR-

-

-

-

-

t: -

f: -

BIDDING NOTES1 CONTRACTOR SHALL BE FAMILIAR WITH JOB SITE CONDITIONS AND THE LACK OF SPECIFIC

INFORMATION ON THE DRAWINGS SHALL NOT RELIEVE HIM OF ANY RESPONSIBILITY. CONTRACTORSHALL THOROUGHLY ACQUAINT HIMSELF WITH THE CONSTRUCTION DETAILS BEFORE SUBMITTINGHIS BID AS NO ALLOWANCES WILL BE MADE BECAUSE OF THE CONTRACTOR'S UNFAMILIARITY WITHTHE JOB SITE CONDITIONS.

2 PRIOR TO EXECUTING CONSTRUCTION CONTRACT, GENERAL CONTRACTOR MAY BE REQUESTED TOREVISE THEIR BID TO REFLECT THE FINAL CONSTRUCTION SET THAT MAY CONTAIN BIDDINGADDENDA’S, REGULATORY COMMENTS, CLIENT REVISIONS, DRAWING CLARIFICATIONS, OR VARIOUSOTHER MODIFICATIONS.

3 NO DOCUMENT SET OTHER THAN THE CONSTRUCTION SET SHALL BE USED FOR CONSTRUCTION,NOR ALLOWED AFTER CULMINATION OF THE BIDDING PHASE ON SITE OR DISTRIBUTED TO ANY SUBCONTRACTORS/VENDORS/TRADES WITHOUT CLIENT/ARCHITECT APPROVAL AND SPECIFICNOTIFICATION TO THE RECIPIENT THAT THE DOCUMENTS BEING PROVIDED ARE NOT THE FINAL"CONSTRUCTION SET" AND SHALL NOT BE USED FOR CONSTRUCTION.

4 IF CONFLICTS EXIST, IN DRAWINGS AND/OR SPECIFICATIONS, THE GENERAL CONTRACTOR IS TOBID THE MOST EXPENSIVE OPTION TO RESOLVE THE CONFLICT UNLESS TOLD OTHERWISE VIAADDENDUM.

5 SCOPE OF WORK SHALL INCLUDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, RIGGING ETC. TOPERFORM THE WORK AS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED FOR A COMPLETEINSTALLATION.

6 WHERE THE TERMS "APPROVED EQUAL", "EQUAL TO", OR OTHER GENERAL QUALIFYING TERMS AREUSED, IT SHALL BE UNDERSTOOD THAT REFERENCE IS MADE TO THE RULING AND JUDGEMENT OFTHE ARCHITECT.

7 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THE SUB-CONTRACTOR'S ARE BIDDINGFROM A COMPLETE SET OF DRAWINGS. NO ADD-ONS WILL BE APPROVED BY THE ARCHITECT DUE TOTHE SUBS FAILURE TO COORDINATE BETWEEN ALL DRAWINGS.

8 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL WORK BY ALLTRADES, INCLUDING THOSE PROVIDED AND DIRECTED BY THE OWNER.

# DATE DESCRIPTION

1 2015 DEC 16 OWNER REVIEW

2 2016 DEC 22 BIDDING

WEST BUILDING EAST BUILDING

RENOVATION RENOVATION

REN

OVATIO

N

REN

OVATIO

N

NO WORK INTERIOR AREA NO WORK INTERIOR AREA

PROJECTNORTH


Writt

en d

imensi

ons

on t

hese

dra

win

gs

shall

have p

rece

dence

over

scale

d d

imensi

ons.

Contr

act

or

shall

verify

and b

e r

esp

onsi

ble

for

all

dim

ensi

ons

and c

onditio

ns

on t

he job. Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC m

ust

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otified im

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tely

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riting o

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ariation f

rom

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imensi

ons

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onditio

ns

show

n o

n t

hese

dra

win

gs.

Fie

ld v

erify

all

conditio

ns

prior

to layin

g o

ut

or

fabrica

ting a

ssoci

ate

d w

ork

. Bring

to t

he a

rchitect

's a

ttention a

ny d

evia

tion fro

m d

esi

gned c

onditio

ns

and f

ield

conditio

ns

prior

to o

rdering m

ate

rials

and inst

alli

ng w

ork

, and c

oopera

te w

ith a

rchitect

to m

odify s

uch

conditio

ns

at

no a

dditio

nal co

st t

o t

he o

wner,

arc

hitect

or

arc

hitect

's c

onsu

ltants

. Shop d

eta

ils m

ust

be s

ubm

itte

d t

o t

he a

rchitect

's o

ffic

e a

nd r

evie

wed b

y t

he a

rchitect

prior

to o

rdering m

ate

rials

, fa

brica

tion a

nd d

eliv

ery

to t

he job s

ite, unle

ssoth

erw

ise p

rovid

ed f

or

under

the s

peci

fic

contr

act

ual agre

em

ent

betw

een t

he a

rchitect

and c

lient. S

cott

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orm

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ure

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riors

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ssly

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rves

its

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mon law

copyright

and o

ther

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pert

y r

ights

in t

hese

docu

ments

. T

hese

docu

ments

are

not

to b

e r

epro

duce

d, ch

anged, or

copie

d in a

ny f

orm

or

manner

whats

oever,

nor

are

they t

o b

e a

ssig

ned t

o a

third p

art

y w

ithout

firs

t obta

inin

g t

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ritt

en

perm

issi

on a

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ritt

en c

onse

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orm

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ees

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CHECKED BY :

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PROJECT # :


p r o j e c t

s e a l








2016 DEC 22

12/2

0/2

016 2

:51:5

7 P

M

A011

OA, RS

16077

SITE REFERENCE PLAN

RaT

FOR BIDDING

57

37

W.

IR

LO

BR

ON

SO

N H

WY

.

KIS

SIM

ME

E,

FLO

RID

A

GRAN

D O

AKS P

LAZA

FACAD

E R

EN

OVATIO

N

SITE NOTES1 THE SITE PLAN INFORMATION CONTAINED ON THIS SHEET IS

PROVIDED FOR REFERENCE ONLY. REFER TO CIVIL DRAWINGSFOR DETAILED SITE INFORMATION. CIVIL DRAWINGS ARECONTAINED IN A SEPARATE PERMIT PACKAGE.

2 REFER TO CIVIL DRAWINGS FOR GRADING, BUILDING LOCATIONAND LOCATION OF ALL UTILITIES.

3 THIS IS NOT A SURVEY. REFER TO THE PLATTED SURVEY FORACCURACY.

4 EXISTING BUILDING TO REMAIN.

5 EXISTING PARKING TO REMAIN.

7 EXISTING CURBS TO REMAIN.

8 EXISTING AISLE TO REMAIN.

10 NO SIGNAGE IS INCLUDED IN THIS PACKAGE. SIGNAGE SHOWNFOR REFERENCE ONLY. ALL SIGNAGE MUST BE PERMITTEDSEPARATELY.

60' 90'30'10'0

1" = 30'-0" GRAPHIC SCALE

SCALE: 1" = 30'-0"

ARCHITECTURAL SITE REFERENCE PLAN1

# DATE DESCRIPTION



EXISTING WALL TO REMAIN

WALL TO BE DEMOLISHED

WALL PHASING LEGENDRespective to the phase in these views, walls are depicted as shown:

2

A051

3

A051

REMOVE DAMAGED STUCCO,RE-APPLY, PATCH, REPAIR TO

MATCH ADJACENT FINISH

REMOVE COLUMN FINISH WHERENEEDED.

REMOVE DOOR, STORE FORRE-USE.

REMOVE WINDOW, STORE FORRE-USE.

REMOVE TRIMS/MOLDINGS,PATCH, REPAIR ADJ. STUCCO

WALL.

REMOVE TRIMS/MOLDINGS,PATCH, REPAIR ADJ. STUCCOWALL.

REMOVE STONE VENEER FINISH

REMOVE STONE VENEER FINISHREMOVE STONE VENEER FINISH

REMOVE COLUMN FINISH WHERENEEDED.REMOVE COLUMN FINISH WHERENEEDED.


10" 22'-0" 2'-2" 5'-4" 20'-8" 6'-0"



REMOVE DAMAGED STUCCO,RE-APPLY, PATCH, REPAIR TOMATCH ADJACENT FINISH

WEST BUILDING

NO WORK IN INTERIOR AREA

A053

1

DEMO WALL DEMO WALL





EAST BUILDING

NO WORK IN THE INTERIOR AREA

A053

2

A0533

A053 4

PROJECTNORTH


Writt

en d

imensi

ons

on t

hese

dra

win

gs

shall

have p

rece

dence

over

scale

d d

imensi

ons.

Contr

act

or

shall

verify

and b

e r

esp

onsi

ble

for

all

dim

ensi

ons

and c

onditio

ns

on t

he job. Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC m

ust

be n

otified im

media

tely

in w

riting o

f any v

ariation f

rom

the d

imensi

ons

and c

onditio

ns

show

n o

n t

hese

dra

win

gs.

Fie

ld v

erify

all

conditio

ns

prior

to layin

g o

ut

or

fabrica

ting a

ssoci

ate

d w

ork

. Bring

to t

he a

rchitect

's a

ttention a

ny d

evia

tion fro

m d

esi

gned c

onditio

ns

and f

ield

conditio

ns

prior

to o

rdering m

ate

rials

and inst

alli

ng w

ork

, and c

oopera

te w

ith a

rchitect

to m

odify s

uch

conditio

ns

at

no a

dditio

nal co

st t

o t

he o

wner,

arc

hitect

or

arc

hitect

's c

onsu

ltants

. Shop d

eta

ils m

ust

be s

ubm

itte

d t

o t

he a

rchitect

's o

ffic

e a

nd r

evie

wed b

y t

he a

rchitect

prior

to o

rdering m

ate

rials

, fa

brica

tion a

nd d

eliv

ery

to t

he job s

ite, unle

ssoth

erw

ise p

rovid

ed f

or

under

the s

peci

fic

contr

act

ual agre

em

ent

betw

een t

he a

rchitect

and c

lient. S

cott

+ C

orm

ia A

rchitect

ure

and I

nte

riors

, LLC e

xpre

ssly

rese

rves

its

com

mon law

copyright

and o

ther

pro

pert

y r

ights

in t

hese

docu

ments

. T

hese

docu

ments

are

not

to b

e r

epro

duce

d, ch

anged, or

copie

d in a

ny f

orm

or

manner

whats

oever,

nor

are

they t

o b

e a

ssig

ned t

o a

third p

art

y w

ithout

firs

t obta

inin

g t

he w

ritt

en

perm

issi

on a

nd w

ritt

en c

onse

nt

of Sco

tt +

Corm

ia A

rchitect

ure

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riors

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n t

he e

vent

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orize

d u

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ese

docu

ments

by a

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art

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e t

hird p

art

y s

hall

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arm

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rigin

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ments

, plu

s le

gal fe

es,

court

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s,co

llect

ion f

ees

and o

ther

cost

s.

CHECKED BY :

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PROJECT # :


p r o j e c t

s e a l








2016 DEC 22

12/2

0/2

016 2

:51:2

1 P

M

A051

OA, RS

16077

DEMOLITION PLAN

RaT

FOR BIDDING

57

37

W.

IR

LO

BR

ON

SO

N H

WY

.

KIS

SIM

ME

E,

FLO

RID

A

GRAN

D O

AKS P

LAZA

FACAD

E R

EN

OVATIO

N

DEMOLITION NOTES1 CONCTRACTOR TO PROTECT IN PLACE EXISTING UTILITIES OR REPAIR AS NEEDED

FOR NEW CONSTRUCTION.

2 CONTRACTOR TO REPAIR ANY DAMAGE TO EXISTING TENANT FIRE RATED WALLS ORFIREPROOFING AS NECESSARY.

3 ITEMS IDENTIFIED FOR RE-USE ARE TO BE CAREFULLY REMOVED AND STORED ASDIRECTED BY THE LANDLORD. CONTRACTOR SHALL PROVIDE THE BUILDING OWNERWITH AN INVENTORY OF THESE ITEMS.

3 REMOVAL PROCEDURES OF THE EXISTING FINISH CAN VARY DEPENDING ON THECONDITION OF THE EXISTING SUBSTRATE. NOTIFY ARCHITECT & OWNER IF THEREIS ANY DETRIMENTAL CONDITION SEEN BEYOND THE SCOPE OF WORK.

4 CAREFULLY REMOVE ALL DOORS, FRAMES & HARDWARE, AS SHOWN DASHED, FORPOTENTIAL RE-USE. DOORS ARE TO BE STAGED IN AREA CLEAN & FREE OFCONSTRUCTION DEBRIS. RETAIN ALL UNUSED DOORS, FRAMES & HARDWARE PEROWNER'S DISCRETION.

5 DIMENSIONS USED IN THESE PLANS ARE APPROXIMATES, CONTRACTOR SHALLVERIFY DIMENSIONS.

8 CONFIRM WIDTH & HEIGHT OF DOORS AND HARDWARE; ALERT ARCHITECT OF ANYDISCREPANCIES.

9 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTINGBUILDING AREAS AND FINISHES FROM DAMAGE & SHALL, AT HIS EXPENSE, RESTORETO ORIGINAL CONDITION ANY AREAS OR FINISHES DAMAGED BY HIS WORK.

10 ELECTRICAL OUTLETS & SWITCHES THAT OCCUR IN WALLS TO BE REMOVED SHALLHAVE THE WIRING PULLED BACK TO THE J-BOX OR PANEL.

11 PATCH & REPAIR WALLS WHICH ARE TO REMAIN WHEN ADJACENT WALLS AREREMOVED.

12 PATCH & REPAIR EXISTING WALLS TO REMAIN WHEN MILLWORKS, BUMP-OUTS ORFRAMINGS ARE REMOVED.

14 CONTRACTOR TO VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TOBEGINNING WORK. DIMENSIONS SHOWN ON DEMOLITION DRAWINGS AREAPPROXIMATE.

15 REFER TO ELECTRICAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITIONINFORMATION.

16 AT ALL TIMES, THE CONTRACTOR SHALL KEEP ALL REQUIRED EGRESS EXIT PATHSUNOBSTRUCTED, ILLUMINATED AND PROTECTED FROM CONSTRUCTION ACTIVITY.

17 PROVIDE TEMPORARY DUST SECURITY WALLS. REMOVE AT END OF PROJECT.

18 PROVIDE TEMPORARY PLASTIC DUST BARRIER HUNG FROM CEILING. TAPE ALLSEAMS AND EDGES. REMOVE AT END OF PROJECT.

19 ALL HANGERS, STRAPS & OTHER ACCESSORY OBJECTS CONNECTED TO ITEMS BEINGREMOVED SHALL BE REMOVED AS WELL.

20 ERECT TEMPORARY BARRIERS, CLOSURES, PARTITIONS AND CAPS ON DUCTWORKAND SEAL TIGHT TO PREVENT THE SPREAD OF DUST AND DEBRIS FROM THE AREATO ADJACENT OR NEARBY AREAS THAT REMAIN OCCUPIED AND OPERATIONAL.TEMPORARY WALLS SHALL BE CONSTRUCTED AS NOTED ON SHEET ___.

21 SPRINKLER HEADS, SMOKE AND FIRE DETECTION EQUIPMENT MUST BE SHIELDED TOAVOID FALSE ALARMS. COORDINATE WITH FIRE PROTECTION CONTRACTOR.

22 CONTRACTOR SHALL REMOVE ALL WIRING, CABLE AND CONDUIT NOT IN USE INAREAS OF WORK FROM WITHIN WALLS AND ABOVE CEILING. COORDINATE WITHBUILDING MANAGER.

23 ON REMAINING WALLS ADJACENT TO THOSE BEING DEMOLISHED, EXISTING BASESHALL BE REMOVED BACK TO NEAREST INSIDE CORNER AND WALLS SHALL BEREPAIRED SO AS TO CREATE A SMOOTH SURFACE READY TO RECEIVE NEW BASE.

24 CONTRACTOR TO CONSTRUCT OR PROVIDE PROTECTION BARRIERS AS NEEDED FORSAFETY AND TO CONTAIN DUST DUE TO DEMOLITION. CONTRACTOR SHALL TAKECAREFUL MEASURES TO CONTAIN THE SPREAD OF DUST AND FUMES OUT OF THEWORK AREA THROUGH OPENINGS, DUCTWORK ETC.

25 REMOVE EXISTING LOUVER VENTS AND INFILL OPENING WITH 2-HOUR CMU(UL-U905). REMOVE EXISTING BLOCK SIDE WALLS SUCH THAT NEW INFILL WALLCREATES CORRECT STAGGERED VERTICAL JOINTS TO CONSTRUCT ACCEPTED FIRRATED WALL PER UL.

26 REMOVE, REPLACE, REPATCH AND REPAIR DEFECTIVE STUCCO TO MATCH ADJACENTFINISH

27 CONTRACTOR TO EXAMINE EXISTING METAL FRAMING FOR RUST AND DEFECTS.DEFECTIVE FRAMINGS ARE TO BE REMOVED, REPLACED AND/OR REINSTALLED TORECEIVE NEW FINISH.

28 STEELS COLUMNS, BEAMS AND TRUSSES SHALL BE RETAINED UNO. NEW METALFRAMING COLUMNS SHALL NOT USED FOR STRUCTURAL PURPOSES. CONTRACTORSHALL PROVIDE SPECIALTY ENGINEERING DESIGNS FOR FRAMING ADDED TOEXISTING.

SCALE: 1" = 60'-0"

DEMOLITION KEYPLAN1

SCALE: 1" = 10'-0"

WEST BUILDING DEMOLITION PLAN2

SCALE: 1" = 10'-0"

EAST BUILDING DEMOLITION PLAN3

# DATE DESCRIPTION



NOT IN CONTRACT


REMOVE STUCCO ANDSUBSTRATE.

REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USEGOOD FRAMING.

32-21

REMOVE EXISTINGCEILING/SOFFIT


32-21

REMOVE COLUMN FINISHWHERE NEEDED.


REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USE

GOOD FRAMING.

32-21

32-21

32-21

32-21

32-21

32-23

32-21 32-21



GOOD FRAMING.





32-21REMOVE DEFECTIVE METAL

FRAMING, SALVAGE & RE-USEGOOD FRAMING.


32-21



32-21



32-3


32-21

32-21 32-21 32-21 32-21 32-21 32-2132-23

REMOVE FRAMING WALLABOVE




GOOD FRAMING.

32-21


32-21

32-21 32-21 32-21 32-21 32-21 32-21 32-21 32-21


32-21





GOOD FRAMING.


32-22

32-22











32-21

32-21

32-21

32-21

32-21

32-23

NOT IN CONTRACT




GOOD FRAMING.

32-21 32-3 32-21 32-21

32-21




GOOD FRAMING.



32-21 32-21 32-21 32-21 32-21 32-21 32-21


32-22 32-22 32-22





GOOD FRAMING.






32-22 32-22


32-22

32-22

32-21


32-21


32-21


GOOD FRAMING.




32-22


32-22

32-22

32-22

32-22

32-22

32-22


2

A052

3

A052

PROJECTNORTH


Writt

en d

imensi

ons

on t

hese

dra

win

gs

shall

have p

rece

dence

over

scale

d d

imensi

ons.

Contr

act

or

shall

verify

and b

e r

esp

onsi

ble

for

all

dim

ensi

ons

and c

onditio

ns

on t

he job. Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC m

ust

be n

otified im

media

tely

in w

riting o

f any v

ariation f

rom

the d

imensi

ons

and c

onditio

ns

show

n o

n t

hese

dra

win

gs.

Fie

ld v

erify

all

conditio

ns

prior

to layin

g o

ut

or

fabrica

ting a

ssoci

ate

d w

ork

. Bring

to t

he a

rchitect

's a

ttention a

ny d

evia

tion fro

m d

esi

gned c

onditio

ns

and f

ield

conditio

ns

prior

to o

rdering m

ate

rials

and inst

alli

ng w

ork

, and c

oopera

te w

ith a

rchitect

to m

odify s

uch

conditio

ns

at

no a

dditio

nal co

st t

o t

he o

wner,

arc

hitect

or

arc

hitect

's c

onsu

ltants

. Shop d

eta

ils m

ust

be s

ubm

itte

d t

o t

he a

rchitect

's o

ffic

e a

nd r

evie

wed b

y t

he a

rchitect

prior

to o

rdering m

ate

rials

, fa

brica

tion a

nd d

eliv

ery

to t

he job s

ite, unle

ssoth

erw

ise p

rovid

ed f

or

under

the s

peci

fic

contr

act

ual agre

em

ent

betw

een t

he a

rchitect

and c

lient. S

cott

+ C

orm

ia A

rchitect

ure

and I

nte

riors

, LLC e

xpre

ssly

rese

rves

its

com

mon law

copyright

and o

ther

pro

pert

y r

ights

in t

hese

docu

ments

. T

hese

docu

ments

are

not

to b

e r

epro

duce

d, ch

anged, or

copie

d in a

ny f

orm

or

manner

whats

oever,

nor

are

they t

o b

e a

ssig

ned t

o a

third p

art

y w

ithout

firs

t obta

inin

g t

he w

ritt

en

perm

issi

on a

nd w

ritt

en c

onse

nt

of Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

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n t

he e

vent

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unauth

orize

d u

se o

f th

ese

docu

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by a

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art

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hird p

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y s

hall

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Corm

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riors

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arm

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rigin

al docu

ments

, plu

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gal fe

es,

court

cost

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llect

ion f

ees

and o

ther

cost

s.

CHECKED BY :

DRAWN BY :


www.scottcormia.com

PROJECT # :


p r o j e c t

s e a l








2016 DEC 22

12/2

0/2

016 2

:50:3

3 P

M

A052

OA, RS

16077

DEMOLITION REFLECTED CEILING PLAN

RaT

FOR BIDDING

57

37

W.

IR

LO

BR

ON

SO

N H

WY

.

KIS

SIM

ME

E,

FLO

RID

A

GRAN

D O

AKS P

LAZA

FACAD

E R

EN

OVATIO

N

PROJECTNORTH


Writt

en d

imensi

ons

on t

hese

dra

win

gs

shall

have p

rece

dence

over

scale

d d

imensi

ons.

Contr

act

or

shall

verify

and b

e r

esp

onsi

ble

for

all

dim

ensi

ons

and c

onditio

ns

on t

he job. Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC m

ust

be n

otified im

media

tely

in w

riting o

f any v

ariation f

rom

the d

imensi

ons

and c

onditio

ns

show

n o

n t

hese

dra

win

gs.

Fie

ld v

erify

all

conditio

ns

prior

to layin

g o

ut

or

fabrica

ting a

ssoci

ate

d w

ork

. Bring

to t

he a

rchitect

's a

ttention a

ny d

evia

tion fro

m d

esi

gned c

onditio

ns

and f

ield

conditio

ns

prior

to o

rdering m

ate

rials

and inst

alli

ng w

ork

, and c

oopera

te w

ith a

rchitect

to m

odify s

uch

conditio

ns

at

no a

dditio

nal co

st t

o t

he o

wner,

arc

hitect

or

arc

hitect

's c

onsu

ltants

. Shop d

eta

ils m

ust

be s

ubm

itte

d t

o t

he a

rchitect

's o

ffic

e a

nd r

evie

wed b

y t

he a

rchitect

prior

to o

rdering m

ate

rials

, fa

brica

tion a

nd d

eliv

ery

to t

he job s

ite, unle

ssoth

erw

ise p

rovid

ed f

or

under

the s

peci

fic

contr

act

ual agre

em

ent

betw

een t

he a

rchitect

and c

lient. S

cott

+ C

orm

ia A

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ure

and I

nte

riors

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ssly

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rves

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copyright

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pert

y r

ights

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hese

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ments

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e r

epro

duce

d, ch

anged, or

copie

d in a

ny f

orm

or

manner

whats

oever,

nor

are

they t

o b

e a

ssig

ned t

o a

third p

art

y w

ithout

firs

t obta

inin

g t

he w

ritt

en

perm

issi

on a

nd w

ritt

en c

onse

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tt +

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art

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tt +

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orm

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llect

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ees

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ther

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CHECKED BY :

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PROJECT # :


p r o j e c t

s e a l








2016 DEC 22

12/2

0/2

016 2

:50:3

3 P

M

A052

OA, RS

16077


RaT

FOR BIDDING

57

37

W.

IR

LO

BR

ON

SO

N H

WY

.

KIS

SIM

ME

E,

FLO

RID

A

GRAN

D O

AKS P

LAZA

FACAD

E R

EN

OVATIO

N

PROJECTNORTH


Writt

en d

imensi

ons

on t

hese

dra

win

gs

shall

have p

rece

dence

over

scale

d d

imensi

ons.

Contr

act

or

shall

verify

and b

e r

esp

onsi

ble

for

all

dim

ensi

ons

and c

onditio

ns

on t

he job. Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC m

ust

be n

otified im

media

tely

in w

riting o

f any v

ariation f

rom

the d

imensi

ons

and c

onditio

ns

show

n o

n t

hese

dra

win

gs.

Fie

ld v

erify

all

conditio

ns

prior

to layin

g o

ut

or

fabrica

ting a

ssoci

ate

d w

ork

. Bring

to t

he a

rchitect

's a

ttention a

ny d

evia

tion fro

m d

esi

gned c

onditio

ns

and f

ield

conditio

ns

prior

to o

rdering m

ate

rials

and inst

alli

ng w

ork

, and c

oopera

te w

ith a

rchitect

to m

odify s

uch

conditio

ns

at

no a

dditio

nal co

st t

o t

he o

wner,

arc

hitect

or

arc

hitect

's c

onsu

ltants

. Shop d

eta

ils m

ust

be s

ubm

itte

d t

o t

he a

rchitect

's o

ffic

e a

nd r

evie

wed b

y t

he a

rchitect

prior

to o

rdering m

ate

rials

, fa

brica

tion a

nd d

eliv

ery

to t

he job s

ite, unle

ssoth

erw

ise p

rovid

ed f

or

under

the s

peci

fic

contr

act

ual agre

em

ent

betw

een t

he a

rchitect

and c

lient. S

cott

+ C

orm

ia A

rchitect

ure

and I

nte

riors

, LLC e

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ssly

rese

rves

its

com

mon law

copyright

and o

ther

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pert

y r

ights

in t

hese

docu

ments

. T

hese

docu

ments

are

not

to b

e r

epro

duce

d, ch

anged, or

copie

d in a

ny f

orm

or

manner

whats

oever,

nor

are

they t

o b

e a

ssig

ned t

o a

third p

art

y w

ithout

firs

t obta

inin

g t

he w

ritt

en

perm

issi

on a

nd w

ritt

en c

onse

nt

of Sco

tt +

Corm

ia A

rchitect

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ese

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art

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tt +

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orm

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rigin

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s le

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llect

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ees

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ther

cost

s.

CHECKED BY :

DRAWN BY :


www.scottcormia.com

PROJECT # :


p r o j e c t

s e a l








2016 DEC 22

12/2

0/2

016 2

:50:3

3 P

M

A052

OA, RS

16077


RaT

FOR BIDDING

57

37

W.

IR

LO

BR

ON

SO

N H

WY

.

KIS

SIM

ME

E,

FLO

RID

A

GRAN

D O

AKS P

LAZA

FACAD

E R

EN

OVATIO

N

KEYNOTE LEGEND

32-1 REMOVE DAMAGED STUCCO, RE-APPLY, PATCH, REPAIR TO MATCHADJACENT FINISH

32-2 REMOVE STUCCO AND SUBSTRATE.

32-3 REMOVE DEFECTIVE METAL FRAMING, SALVAGE & RE-USE GOOD FRAMING.

32-4 REMOVE COLUMN FINISH WHERE NEEDED.

32-21 REMOVE WALL MOUNTED LIGHTING

32-22 REMOVE RECESSED CAN LIGHTING

32-23 REMOVE EXISTING CEILING/SOFFIT

32-24 REMOVE FRAMING WALL ABOVE

DEMOLITION NOTES1 CONCTRACTOR TO PROTECT IN PLACE EXISTING UTILITIES OR REPAIR AS NEEDED

FOR NEW CONSTRUCTION.

2 CONTRACTOR TO REPAIR ANY DAMAGE TO EXISTING TENANT FIRE RATED WALLS ORFIREPROOFING AS NECESSARY.

3 ITEMS IDENTIFIED FOR RE-USE ARE TO BE CAREFULLY REMOVED AND STORED ASDIRECTED BY THE LANDLORD. CONTRACTOR SHALL PROVIDE THE BUILDING OWNERWITH AN INVENTORY OF THESE ITEMS.

3 REMOVAL PROCEDURES OF THE EXISTING FINISH CAN VARY DEPENDING ON THECONDITION OF THE EXISTING SUBSTRATE. NOTIFY ARCHITECT & OWNER IF THEREIS ANY DETRIMENTAL CONDITION SEEN BEYOND THE SCOPE OF WORK.

4 CAREFULLY REMOVE ALL DOORS, FRAMES & HARDWARE, AS SHOWN DASHED, FORPOTENTIAL RE-USE. DOORS ARE TO BE STAGED IN AREA CLEAN & FREE OFCONSTRUCTION DEBRIS. RETAIN ALL UNUSED DOORS, FRAMES & HARDWARE PEROWNER'S DISCRETION.

5 DIMENSIONS USED IN THESE PLANS ARE APPROXIMATES, CONTRACTOR SHALLVERIFY DIMENSIONS.

8 CONFIRM WIDTH & HEIGHT OF DOORS AND HARDWARE; ALERT ARCHITECT OF ANYDISCREPANCIES.

9 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTINGBUILDING AREAS AND FINISHES FROM DAMAGE & SHALL, AT HIS EXPENSE, RESTORETO ORIGINAL CONDITION ANY AREAS OR FINISHES DAMAGED BY HIS WORK.

10 ELECTRICAL OUTLETS & SWITCHES THAT OCCUR IN WALLS TO BE REMOVED SHALLHAVE THE WIRING PULLED BACK TO THE J-BOX OR PANEL.

11 PATCH & REPAIR WALLS WHICH ARE TO REMAIN WHEN ADJACENT WALLS AREREMOVED.

12 PATCH & REPAIR EXISTING WALLS TO REMAIN WHEN MILLWORKS, BUMP-OUTS ORFRAMINGS ARE REMOVED.

14 CONTRACTOR TO VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TOBEGINNING WORK. DIMENSIONS SHOWN ON DEMOLITION DRAWINGS AREAPPROXIMATE.

15 REFER TO ELECTRICAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITIONINFORMATION.

16 AT ALL TIMES, THE CONTRACTOR SHALL KEEP ALL REQUIRED EGRESS EXIT PATHSUNOBSTRUCTED, ILLUMINATED AND PROTECTED FROM CONSTRUCTION ACTIVITY.

17 PROVIDE TEMPORARY DUST SECURITY WALLS. REMOVE AT END OF PROJECT.

18 PROVIDE TEMPORARY PLASTIC DUST BARRIER HUNG FROM CEILING. TAPE ALLSEAMS AND EDGES. REMOVE AT END OF PROJECT.

19 ALL HANGERS, STRAPS & OTHER ACCESSORY OBJECTS CONNECTED TO ITEMS BEINGREMOVED SHALL BE REMOVED AS WELL.

20 ERECT TEMPORARY BARRIERS, CLOSURES, PARTITIONS AND CAPS ON DUCTWORKAND SEAL TIGHT TO PREVENT THE SPREAD OF DUST AND DEBRIS FROM THE AREATO ADJACENT OR NEARBY AREAS THAT REMAIN OCCUPIED AND OPERATIONAL.TEMPORARY WALLS SHALL BE CONSTRUCTED AS NOTED ON SHEET ___.

21 SPRINKLER HEADS, SMOKE AND FIRE DETECTION EQUIPMENT MUST BE SHIELDED TOAVOID FALSE ALARMS. COORDINATE WITH FIRE PROTECTION CONTRACTOR.

22 CONTRACTOR SHALL REMOVE ALL WIRING, CABLE AND CONDUIT NOT IN USE INAREAS OF WORK FROM WITHIN WALLS AND ABOVE CEILING. COORDINATE WITHBUILDING MANAGER.

23 ON REMAINING WALLS ADJACENT TO THOSE BEING DEMOLISHED, EXISTING BASESHALL BE REMOVED BACK TO NEAREST INSIDE CORNER AND WALLS SHALL BEREPAIRED SO AS TO CREATE A SMOOTH SURFACE READY TO RECEIVE NEW BASE.

24 CONTRACTOR TO CONSTRUCT OR PROVIDE PROTECTION BARRIERS AS NEEDED FORSAFETY AND TO CONTAIN DUST DUE TO DEMOLITION. CONTRACTOR SHALL TAKECAREFUL MEASURES TO CONTAIN THE SPREAD OF DUST AND FUMES OUT OF THEWORK AREA THROUGH OPENINGS, DUCTWORK ETC.

25 REMOVE EXISTING LOUVER VENTS AND INFILL OPENING WITH 2-HOUR CMU(UL-U905). REMOVE EXISTING BLOCK SIDE WALLS SUCH THAT NEW INFILL WALLCREATES CORRECT STAGGERED VERTICAL JOINTS TO CONSTRUCT ACCEPTED FIRRATED WALL PER UL.

26 REMOVE, REPLACE, REPATCH AND REPAIR DEFECTIVE STUCCO TO MATCH ADJACENTFINISH

27 CONTRACTOR TO EXAMINE EXISTING METAL FRAMING FOR RUST AND DEFECTS.DEFECTIVE FRAMINGS ARE TO BE REMOVED, REPLACED AND/OR REINSTALLED TORECEIVE NEW FINISH.

28 STEELS COLUMNS, BEAMS AND TRUSSES SHALL BE RETAINED UNO. NEW METALFRAMING COLUMNS SHALL NOT USED FOR STRUCTURAL PURPOSES. CONTRACTORSHALL PROVIDE SPECIALTY ENGINEERING DESIGNS FOR FRAMING ADDED TOEXISTING.

SCALE: 1" = 10'-0"

EAST BUILDING REFLECTED CEILING DEMOLITION PLAN3

SCALE: 1" = 10'-0"

WEST BUILDING REFLECTED CEILING DEMOLITION PLAN2

SCALE: 1" = 60'-0"

REFLECTED CEILING DEMOLITION KEYPLAN1

# DATE DESCRIPTION



# DATE DESCRIPTION



# DATE DESCRIPTION



REMOVE PARAPET WALLREMOVE PARAPET WALL

VERIF

Y C

UT L

INE;

REM

AIN

ING

PARAPET

SH

OU

LD

AT L

EAST B

E 1

2"

ABO

VE E

XIS

TIN

G R

OO

F L

INE.


REMOVE ROOF AND ROOFFRAMING










REMOVE WINDOW, STORE FORRE-USE.REMOVE WINDOW, STORE FORRE-USE.REMOVE WINDOW, STORE FORRE-USE.

DEMO WALLDEMO WALL


REMOVE DOOR, STORE FORRE-USE.




24'-0"






REMOVE ROOF AND ROOFFRAMINGREMOVE ROOF AND ROOFFRAMING

REMOVE ROOF AND ROOFFRAMINGREMOVE ROOF AND ROOFFRAMING REMOVE STUCCO AND

SUBSTRATE.


REMOVE STUCCO ANDSUBSTRATE.REMOVE COLUMN FINISH WHERENEEDED.



EXISTING ROOF AND ROOFFRAMING TO REMAIN




14'-6"11'-0"3'-6"

EXISTING COLUMNEXISTING COLUMN


















PROJECTNORTH


Writt

en d

imensi

ons

on t

hese

dra

win

gs

shall

have p

rece

dence

over

scale

d d

imensi

ons.

Contr

act

or

shall

verify

and b

e r

esp

onsi

ble

for

all

dim

ensi

ons

and c

onditio

ns

on t

he job. Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC m

ust

be n

otified im

media

tely

in w

riting o

f any v

ariation f

rom

the d

imensi

ons

and c

onditio

ns

show

n o

n t

hese

dra

win

gs.

Fie

ld v

erify

all

conditio

ns

prior

to layin

g o

ut

or

fabrica

ting a

ssoci

ate

d w

ork

. Bring

to t

he a

rchitect

's a

ttention a

ny d

evia

tion fro

m d

esi

gned c

onditio

ns

and f

ield

conditio

ns

prior

to o

rdering m

ate

rials

and inst

alli

ng w

ork

, and c

oopera

te w

ith a

rchitect

to m

odify s

uch

conditio

ns

at

no a

dditio

nal co

st t

o t

he o

wner,

arc

hitect

or

arc

hitect

's c

onsu

ltants

. Shop d

eta

ils m

ust

be s

ubm

itte

d t

o t

he a

rchitect

's o

ffic

e a

nd r

evie

wed b

y t

he a

rchitect

prior

to o

rdering m

ate

rials

, fa

brica

tion a

nd d

eliv

ery

to t

he job s

ite, unle

ssoth

erw

ise p

rovid

ed f

or

under

the s

peci

fic

contr

act

ual agre

em

ent

betw

een t

he a

rchitect

and c

lient. S

cott

+ C

orm

ia A

rchitect

ure

and I

nte

riors

, LLC e

xpre

ssly

rese

rves

its

com

mon law

copyright

and o

ther

pro

pert

y r

ights

in t

hese

docu

ments

. T

hese

docu

ments

are

not

to b

e r

epro

duce

d, ch

anged, or

copie

d in a

ny f

orm

or

manner

whats

oever,

nor

are

they t

o b

e a

ssig

ned t

o a

third p

art

y w

ithout

firs

t obta

inin

g t

he w

ritt

en

perm

issi

on a

nd w

ritt

en c

onse

nt

of Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

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n t

he e

vent

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unauth

orize

d u

se o

f th

ese

docu

ments

by a

third p

art

y, th

e t

hird p

art

y s

hall

hold

Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

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arm

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and a

gre

es

to r

em

unera

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cott

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orm

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rchitect

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nte

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rigin

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es,

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llect

ion f

ees

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ther

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s.

CHECKED BY :

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PROJECT # :


p r o j e c t

s e a l








2016 DEC 22

12/2

0/2

016 2

:49:5

2 P

M

A053

OA, RS

16077

DEMOLITION ELEVATION

RaT

FOR BIDDING

57

37

W.

IR

LO

BR

ON

SO

N H

WY

.

KIS

SIM

ME

E,

FLO

RID

A

GRAN

D O

AKS P

LAZA

FACAD

E R

EN

OVATIO

N

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

WEST BUILDING FRONT DEMOLITION ELEVATION1

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

WEST BUILDING FRONT DEMOLITION ELEVATION2

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

EAST BUILDING RIGHT DEMOLITION ELEVATION3

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

EAST BUILDING LEFT DEMOLITION ELEVATION4

# DATE DESCRIPTION



EXISTING WALL TO REMAIN

NEW WALL

WALL PHASING LEGENDRespective to the phase in these views, walls are depicted as shown:

2

A101

3

A101

ALIGN WITH EXISTING WALLFRAMING


2'-4" 5'-6"3'-4"6'-0"

5'-4" 20'-8" 6'-0" 18'-8"10" 22'-0" 2'-2"

2'-10"

2'-10"

2'-10"

13'-0"

3'-4"2'-2" 1'-2"


2'-10"

1'-2"

29'-4"

1

A503

2

A503

1'-6"5'-2" 17'-4" 4'-0" 17'-4" 4'-0"

1'-2"

9'-3" 3'-2" 9'-3"

1'-0"

3'-8" 22'-0" 4'-2"

3

A503

4

A503

5

A503

6

A503

2'-4"

7

A5037

A503

Sim

Mir

2

A401

3

A401

6

A401

1

A402

3

A402

5

A402

6

A402

1

A403

2

A403

A301

1

3

A401

6

A401

8'-8"

7

A504

7

A504

Sim

2'-4"

4'-0" 17'-0" 4'-0" 28'-0" 25'-6" 25'-0" 25'-0"

1'-6"5'-6" 14'-0"

1'-6"4'-0"

1'-6"10'-4" 3'-4" 10'-4" 2'-6"

10"10'-4" 3'-4" 9'-8"

1'-4" 2'-0"

9'-8" 3'-4" 9'-6"6"

3'-2" 3'-6" 17'-2"

1'-2" 2'-4"

17'-4"




2'-1

0"

VERI

FY

2'-1

0"


12'-0"

17'-6"

17'-6"

17'-6"

1'-2"

10'-8"

3'-0"

VERIF

Y3'-0"

14'-0"

3'-0"

14'-0"

3'-0"

8

A503

9

A503

9

A503

Sim

9

A503

Sim

10

A503

11

A503

12

A503

13

A503

13

A503

Sim

14

A503

14

A503

Sim

14

A503

Sim

1

A504

2

A504

3

A504

2'-2"

16'-2"

3'-6"

16'-2"

3'-6"

4

A504

5

A504

6

A504

3

A403

2

A404

4

A404

1

A405

4

A406

1

A407

A301

2

A301 3

A3014

2'-8"

1

A404

5

A404

2'-8"

3

A405

4

A405

1

A406

2

A406

2

A407

PROJECTNORTH


Writt

en d

imensi

ons

on t

hese

dra

win

gs

shall

have p

rece

dence

over

scale

d d

imensi

ons.

Contr

act

or

shall

verify

and b

e r

esp

onsi

ble

for

all

dim

ensi

ons

and c

onditio

ns

on t

he job. Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC m

ust

be n

otified im

media

tely

in w

riting o

f any v

ariation f

rom

the d

imensi

ons

and c

onditio

ns

show

n o

n t

hese

dra

win

gs.

Fie

ld v

erify

all

conditio

ns

prior

to layin

g o

ut

or

fabrica

ting a

ssoci

ate

d w

ork

. Bring

to t

he a

rchitect

's a

ttention a

ny d

evia

tion fro

m d

esi

gned c

onditio

ns

and f

ield

conditio

ns

prior

to o

rdering m

ate

rials

and inst

alli

ng w

ork

, and c

oopera

te w

ith a

rchitect

to m

odify s

uch

conditio

ns

at

no a

dditio

nal co

st t

o t

he o

wner,

arc

hitect

or

arc

hitect

's c

onsu

ltants

. Shop d

eta

ils m

ust

be s

ubm

itte

d t

o t

he a

rchitect

's o

ffic

e a

nd r

evie

wed b

y t

he a

rchitect

prior

to o

rdering m

ate

rials

, fa

brica

tion a

nd d

eliv

ery

to t

he job s

ite, unle

ssoth

erw

ise p

rovid

ed f

or

under

the s

peci

fic

contr

act

ual agre

em

ent

betw

een t

he a

rchitect

and c

lient. S

cott

+ C

orm

ia A

rchitect

ure

and I

nte

riors

, LLC e

xpre

ssly

rese

rves

its

com

mon law

copyright

and o

ther

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pert

y r

ights

in t

hese

docu

ments

. T

hese

docu

ments

are

not

to b

e r

epro

duce

d, ch

anged, or

copie

d in a

ny f

orm

or

manner

whats

oever,

nor

are

they t

o b

e a

ssig

ned t

o a

third p

art

y w

ithout

firs

t obta

inin

g t

he w

ritt

en

perm

issi

on a

nd w

ritt

en c

onse

nt

of Sco

tt +

Corm

ia A

rchitect

ure

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nte

riors

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n t

he e

vent

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orize

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se o

f th

ese

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ments

by a

third p

art

y, th

e t

hird p

art

y s

hall

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tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC h

arm

less

and a

gre

es

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em

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te S

cott

+ C

orm

ia A

rchitect

ure

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nte

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rigin

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rigin

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s le

gal fe

es,

court

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llect

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ees

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ther

cost

s.

CHECKED BY :

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PROJECT # :


p r o j e c t

s e a l








2016 DEC 22

12/2

0/2

016 2

:49:1

9 P

M

A101

OA, RS

16077

NEW FLOOR PLAN

RaT

FOR BIDDING

57

37

W.

IR

LO

BR

ON

SO

N H

WY

.

KIS

SIM

ME

E,

FLO

RID

A

GRAN

D O

AKS P

LAZA

FACAD

E R

EN

OVATIO

N

SCALE: 1" = 60'-0"

KEYPLAN1

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

NEW WEST BUILDING FLOOR PLAN2

SCALE: 1" = 10'-0"

NEW EAST BUILDING FLOOR PLAN3

# DATE DESCRIPTION



RECESSED CAN LIGHT FIXTURE(SEE ELECTRICAL)

REFLECTED CEILING PLAN LEGEND

WALL SCONCE LIGHT FIXTURES(SEE ELECTRICAL)

STO POWERWALL SYSTEM CEILING FINISH;STO STANDARD MEDIUM TEXTURE.

2"x10'-0" ALUMINUM PLASTER CHANNELSCREED VENTILATION

NOT IN CONTRACT


2

A401

3

A4016

A401

1

A402

3

A402

5

A402

6

A402

1

A403

2

A403

EL 24'-0" EL 12'-0" EL 12'-0" EL 12'-8" EL 12'-0" EL 12'-0"

EL 12'-0"

EL 12'-8"EL 12'-0" EL 12'-0"

EL 23'-4"

26-15

7-3126-10 26-10 26-10

7-31 26-15 26-16

26-10 7-31 26-10 26-10

7-31 32-18

26-10 26-10

7-31

26-10

26-15

26-10

32-18 7-31

26-10 26-10

26-15 7-31 26-15

26-1726-10 8-4

26-14 26-14

26-17 26-17 26-17

26-17

26-17

26-17

26-17

26-17

26-17

26-17

26-17

26-17

26-1026-10

9-8

9-89-8

9-6

9-7

9-5

9-59-5

9-6

9-79-7

9-6

9-5

9-5

9-79-5

NOT IN CONTRACT


3

A403

2

A404

4

A404

1

A405

4

A406

1

A407

EL 12'-0"

EL 12'-8"

EL 12'-0"

EL 12'-0"

EL 12'-0"

EL 12'-0"

EL 12'-8"

EL 12'-0" EL 12'-0"EL 12'-0"EL 12'-8" EL 12'-0" EL 12'-0" EL 12'-8" EL 12'-0" EL 12'-0"

EL 12'-0" EL 12'-8" EL 12'-0" EL 12'-0" EL 12'-8" EL 12'-0"EL 12'-0"

EL 12'-0"

EL 12'-0"

EL 12'-0"

EL 12'-8"

26-15

26-10

7-31

26-15

26-10

7-31

26-10

26-10

26-10

7-31

26-15

26-15

26-10

7-31

26-10

26-15

26-10 7-31

26-10 26-10 26-10

7-31

26-10 7-31

26-10

26-15 26-15

26-15

26-16

26-10

26-10 26-10

7-31

26-16 26-16

26-10 26-10 26-10 26-10 26-10

7-31 26-15 26-15

26-10

7-31

26-10

26-10

26-10 26-10 26-10 26-10

26-15 26-15

26-10 26-10 26-10 26-10

26-14 26-14

26-10

7-31 7-31

26-14 26-14

26-14

26-14

26-10

26-10

26-10

26-10

26-10

26-10

26-10

26-10

26-14

26-14

7-31

7-31

26-10

1

A404

5

A404

3

A405

4

A405

1

A406

2

A406

9-6

9-69-7

9-6

9-7

32-28

2

A407

2

A111

3

A111

PROJECTNORTH


Writt

en d

imensi

ons

on t

hese

dra

win

gs

shall

have p

rece

dence

over

scale

d d

imensi

ons.

Contr

act

or

shall

verify

and b

e r

esp

onsi

ble

for

all

dim

ensi

ons

and c

onditio

ns

on t

he job. Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC m

ust

be n

otified im

media

tely

in w

riting o

f any v

ariation f

rom

the d

imensi

ons

and c

onditio

ns

show

n o

n t

hese

dra

win

gs.

Fie

ld v

erify

all

conditio

ns

prior

to layin

g o

ut

or

fabrica

ting a

ssoci

ate

d w

ork

. Bring

to t

he a

rchitect

's a

ttention a

ny d

evia

tion fro

m d

esi

gned c

onditio

ns

and f

ield

conditio

ns

prior

to o

rdering m

ate

rials

and inst

alli

ng w

ork

, and c

oopera

te w

ith a

rchitect

to m

odify s

uch

conditio

ns

at

no a

dditio

nal co

st t

o t

he o

wner,

arc

hitect

or

arc

hitect

's c

onsu

ltants

. Shop d

eta

ils m

ust

be s

ubm

itte

d t

o t

he a

rchitect

's o

ffic

e a

nd r

evie

wed b

y t

he a

rchitect

prior

to o

rdering m

ate

rials

, fa

brica

tion a

nd d

eliv

ery

to t

he job s

ite, unle

ssoth

erw

ise p

rovid

ed f

or

under

the s

peci

fic

contr

act

ual agre

em

ent

betw

een t

he a

rchitect

and c

lient. S

cott

+ C

orm

ia A

rchitect

ure

and I

nte

riors

, LLC e

xpre

ssly

rese

rves

its

com

mon law

copyright

and o

ther

pro

pert

y r

ights

in t

hese

docu

ments

. T

hese

docu

ments

are

not

to b

e r

epro

duce

d, ch

anged, or

copie

d in a

ny f

orm

or

manner

whats

oever,

nor

are

they t

o b

e a

ssig

ned t

o a

third p

art

y w

ithout

firs

t obta

inin

g t

he w

ritt

en

perm

issi

on a

nd w

ritt

en c

onse

nt

of Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC I

n t

he e

vent

of

unauth

orize

d u

se o

f th

ese

docu

ments

by a

third p

art

y, th

e t

hird p

art

y s

hall

hold

Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC h

arm

less

and a

gre

es

to r

em

unera

te S

cott

+ C

orm

ia A

rchitect

ure

and I

nte

riors

, LLC for

such

use

in a

n a

mount

equal to

the o

rigin

al fe

e for

the o

rigin

al docu

ments

, plu

s le

gal fe

es,

court

cost

s,co

llect

ion f

ees

and o

ther

cost

s.

CHECKED BY :

DRAWN BY :


www.scottcormia.com

PROJECT # :


p r o j e c t

s e a l








2016 DEC 22

12/2

0/2

016 3

:07:2

5 P

M

A111

OA, RS

16077

NEW REFLECTED CEILING PLAN

RaT

FOR BIDDING

57

37

W.

IR

LO

BR

ON

SO

N H

WY

.

KIS

SIM

ME

E,

FLO

RID

A

GRAN

D O

AKS P

LAZA

FACAD

E R

EN

OVATIO

N

RCP NOTES1 CONTRACTOR TO PROVIDE CEILING FINISH SAMPLES FOR

OWNER AND ARCHITECT'S APPROVAL. ALTERNATES TO BEAPPROVED BY ARCHITECT.

2 ALL CEILING HEIGHTS ARE ABOVE FINISHED FLOOR.

3 CEILINGS ARE 12'-8" AFF UNO.

4 SOFFITS ARE 12'-0" AFF UNO.

5 IN CASE OF DISCREPANCIES IN LOCATION OF COMPONENTSWITH ELECTRICAL DRAWINGS, THE REFLECTED CEILING PLANSHALL GOVERN.

6 LOUVERS AND PANEL FRONTS SHALL BE SPRAY PAINTED TOMATCH ADJACENT SURFACES, INCLUDING FACTORY FINISHEDITEMS, UNO. BRUSH PAINTING OF THESE ITEMS WILL NOT BEPERMITTED.

7 DO NOT LOCATE ANY JUNCTION BOXES, HVAC BOXES,TRANSFORMERS, ETC. ABOVE HARD CEILING AREA. ANY ITEMSABOVE HARD CEILING REQUIRING AN ACCESS PANEL SHALL BERELOCATED SO AS TO AVOID NECESSITY OF ACCESS PANEL.

8 APPROVAL FOR ANY ADDITIONAL ACCESS PANELS REQUIRED INANY CONSTRUCTION WITHIN THIS PROJECT SHALL BEREQUESTED IN WRITING TO THE ARCHITECT.

9 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOCOORDINATE ALL AUDIO/VISUAL REQUIREMENTS WITH TENANTAND/OR AV CONSULTANT.

10 ARCHITECTURAL CEILING PLAN SHALL GOVERN FOR LOCATIONSOF ALL DEVICES AS SHOWN. ENGINEERING DOCUMENTS SHALLPREVAIL ONLY IN CASE OF SCOPE OF WORK AND ELEMENTSOCCURRING ABOVE CEILING. DISCREPANCIES BETWEENARCHITECTURAL AND ENGINEERING DOCUMENTS MUST BE

BROUGHT TO THE ARCHITECT'S ATTENTION.

SCALE: 1" = 10'-0"

NEW WEST BUILDING REFLECTED CEILING PLAN2

SCALE: 1" = 10'-0"

NEW EAST BUILDING REFLECTED CEILING PLAN3

SCALE: 1" = 60'-0"

REFLECTED CEILING DEMOLITION KEYPLAN1

# DATE DESCRIPTION



KEYNOTE LEGEND

7-31 2" X 10'-0" ALUMINUM VENTILATION SCREED

8-4 ALUMINUM STOREFRONT SYSTEM

9-5 STO POWERWALL SYSTEM; STO-33200 (800 COLLECTION)


9-7 STO POWERWALL SYSTEM; STO-9433 (STO WHITE)


26-10 RECESSED CAN LIGHT FIXTURE, PL-01; SEE ELECTRICAL

26-14 WALL MOUNTED SCONCE LIGHTING, SC-03; SEE ELECTRICAL



26-17 WALL MOUNTED DOWNLIGHT, DL-01; SEE ELECTRICAL

32-18 EXISTING COLUMN

32-28 PATCH, REPAIR, REPLACE, REFINISH EXISTING CEILING

LEVEL 1+0'-0"

Arcade Soffit Line+12'-0"

Tower Apex+39'-0"

Tower Roof Beam+34'-0"

3

A401

6

A401

1

A402

3

A402

5

A402

6

A402

1

A403

2

A403

9-89-8 9-7 26-1726-1726-1726-1426-1426-1626-16 9-69-7

9-79-7

9-5

26-1526-15

9-79-79-726-15

26-16

9-69-7

NEW STOREFRONT; MATCH EXISTING

NEW STOREFRONT DOOR; MATCHEXISTING

NEW STOREFRONT DOOR; MATCH EXISTING

NEW STOREFRONT; MATCH EXISTING

26-16 9-79-726-169-59-79-79-59-5 26-1526-15 26-2426-24

26-24

26-2426-2426-24

26-17

4'-3"

16'-0"

6'-4"

16'-0"

LEVEL 1+0'-0"


Tower Apex+39'-0"

Tower Roof Beam+34'-0"

2

A404

4

A404

1

A405

9-69-7

9-7

9-7 9-69-79-7 26-1426-1426-1426-1426-1426-1526-1526-1526-1526-1626-1626-1626-1526-1526-1526-1526-15 9-79-59-79-79-79-7 9-7 9-79-89-69-69-7

9-7

9-79-6 9-7 9-69-69-7 9-7

NEW ROOF; MATCH EXISTING

26-24

26-2426-2426-24

26-24

26-2426-24

26-24

4'-10"

12'-0"

5

A404

3

A405

4

A405

1

A406

2

A406

LEVEL 1+0'-0"


3

A403

9-69-69-7 9-726-1526-1526-1526-159-7

1

A404

LEVEL 1+0'-0"


Tower Apex+39'-0"

1

A407

9-69-79-6 26-1426-1426-14 9-79-79-69-69-7 26-1426-14

26-24

18'-0"

4'-11 1

/2"

12'-0"

4'-10"

2

A407A R C H I T E C T U R E + I N T E R I O R S

Writt

en d

imensi

ons

on t

hese

dra

win

gs

shall

have p

rece

dence

over

scale

d d

imensi

ons.

Contr

act

or

shall

verify

and b

e r

esp

onsi

ble

for

all

dim

ensi

ons

and c

onditio

ns

on t

he job. Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC m

ust

be n

otified im

media

tely

in w

riting o

f any v

ariation f

rom

the d

imensi

ons

and c

onditio

ns

show

n o

n t

hese

dra

win

gs.

Fie

ld v

erify

all

conditio

ns

prior

to layin

g o

ut

or

fabrica

ting a

ssoci

ate

d w

ork

. Bring

to t

he a

rchitect

's a

ttention a

ny d

evia

tion fro

m d

esi

gned c

onditio

ns

and f

ield

conditio

ns

prior

to o

rdering m

ate

rials

and inst

alli

ng w

ork

, and c

oopera

te w

ith a

rchitect

to m

odify s

uch

conditio

ns

at

no a

dditio

nal co

st t

o t

he o

wner,

arc

hitect

or

arc

hitect

's c

onsu

ltants

. Shop d

eta

ils m

ust

be s

ubm

itte

d t

o t

he a

rchitect

's o

ffic

e a

nd r

evie

wed b

y t

he a

rchitect

prior

to o

rdering m

ate

rials

, fa

brica

tion a

nd d

eliv

ery

to t

he job s

ite, unle

ssoth

erw

ise p

rovid

ed f

or

under

the s

peci

fic

contr

act

ual agre

em

ent

betw

een t

he a

rchitect

and c

lient. S

cott

+ C

orm

ia A

rchitect

ure

and I

nte

riors

, LLC e

xpre

ssly

rese

rves

its

com

mon law

copyright

and o

ther

pro

pert

y r

ights

in t

hese

docu

ments

. T

hese

docu

ments

are

not

to b

e r

epro

duce

d, ch

anged, or

copie

d in a

ny f

orm

or

manner

whats

oever,

nor

are

they t

o b

e a

ssig

ned t

o a

third p

art

y w

ithout

firs

t obta

inin

g t

he w

ritt

en

perm

issi

on a

nd w

ritt

en c

onse

nt

of Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC I

n t

he e

vent

of

unauth

orize

d u

se o

f th

ese

docu

ments

by a

third p

art

y, th

e t

hird p

art

y s

hall

hold

Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC h

arm

less

and a

gre

es

to r

em

unera

te S

cott

+ C

orm

ia A

rchitect

ure

and I

nte

riors

, LLC for

such

use

in a

n a

mount

equal to

the o

rigin

al fe

e for

the o

rigin

al docu

ments

, plu

s le

gal fe

es,

court

cost

s,co

llect

ion f

ees

and o

ther

cost

s.

CHECKED BY :

DRAWN BY :


www.scottcormia.com

PROJECT # :


p r o j e c t

s e a l








2016 DEC 22

12/2

0/2

016 3

:05:1

8 P

M

A301

OA, RS

16077

EXTERIOR ELEVATIONS

RaT

FOR BIDDING

57

37

W.

IR

LO

BR

ON

SO

N H

WY

.

KIS

SIM

ME

E,

FLO

RID

A

GRAN

D O

AKS P

LAZA

FACAD

E R

EN

OVATIO

N

KEYNOTE LEGEND

9-5 STO POWERWALL SYSTEM; STO-33200 (800COLLECTION)


9-7 STO POWERWALL SYSTEM; STO-9433 (STO WHITE)


26-14 WALL MOUNTED SCONCE LIGHTING, SC-03; SEEELECTRICAL



26-17 WALL MOUNTED DOWNLIGHT, DL-01; SEE ELECTRICAL

26-24 JUNCTION BOX WITH PROVISION FOR FUTURE SIGNAGEELECTRICAL

ELEVATION NOTES1 EXTERIOR PAINT TO INCLUDE M1 ADDITIVE TO PREVENT

MILDEW AND FUNGUS GROWTH.

2 PAINT SHALL BE SHERWIN WILLIAMS 25 YR SUPER PAINT ORAPPROVED EQ.

3 ALL METAL PAINT TO BE ENAMEL BASE.

4 CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL EXTERIORLIGHT FIXTURES PRIOR TO PURCHASE AND INSTALLATION FORAPPROVAL BY ARCHITECT AND OWNER.

5 CONTRACTOR TO PAINT ALL EXPOSED PIPES, CONDUCTS,DISCONNECTS & JUNCTION BOXES TO MATCH ADJACENTSURFACE.

6 CONTRACTOR TO PROVIDE FOR COMPONENTS AND CLADDING ANOTICE OF ACCEPTANCE FROM STATE OF FLORIDA AND SHOPDRAWINGS FOR APPROVAL BY ARCHITECT, ENGINEER, ANDCOUNTY PRIOR TO ORDERING AND CONSTRUCTION.

7 ELEVATION HEIGHTS ARE FOR REFERENCE ONLY TO THEARCHITECTURAL DRAWINGS. SEE CIVIL FOR ACTUAL FLOORHEIGHT ABOVE SEA LEVEL. CONTACT ARCHITECT OF RECORD IFHEIGHTS DIFFER.

8 NO SIGNAGE IS INCLUDED IN THIS PACKAGE. SIGNAGE SHOWNFOR REFERENCE ONLY. ALL SIGNS MUST BE PERMITTEDSEPARATELY.

9 COLOR SAMPLES TO BE APPROVED BY OWNER BEFOREAPPLICATION.

11 DO NOT TRANSITION PAINT COLORS ON AN EXTERIOR CORNER.ALL COLOR CHANGES SHOULD BE AT INTERIOR CORNERS, UNO.CONTACT ARCHITECT IF A CONFLICT OCCURS.

12 CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL EXTERIORLIGHT FIXTURES PRIOR TO PURCHASE AND INSTALLATIONCOMPLYING W/ APPLICABLE ADA GUIDELINES.

13 LOUVERS AND PANEL FRONTS SHALL BE SPRAY PAINTED TOMATCH ADJACENT SURFACES, INCLUDING FACTORY FINISHEDITEMS, UNO. BRUSH PAINTING OF THESE ITEMS WILL NOT BEPERMITTED.

14 PAINT ALL EXPOSED EDGES OF TRIM, INCLUDING EDGES.

15 WHERE COLOR IS SHOWN AS BEING SPECIFIC TO ONEMANUFACTURER, AN EQUIVALENT COLOR BY ANOTHERMANUFACTURER MAY BE SUBMITTED FOR APPROVAL.MANUFACTURERS AND MATERIALS SPECIFIED ARE NOTINTENDED TO LIMIT THE SELECTION OF EQUAL COLORS AND

PERFORMANCE FROM OTHER MANUFACTURERS.

SCALE: 1/8" = 1'-0"

NEW WEST BUILDING FRONT ELEVATION1

SCALE: 1/8" = 1'-0"

NEW EAST BUILDING FRONT ELEVATION2

SCALE: 1/8" = 1'-0"

NEW EAST BUILDING LEFT SIDE ELEVATION3 SCALE: 1/8" = 1'-0"

NEW EAST BUILDING RIGHT SIDE ELEVATION4

# DATE DESCRIPTION



1

A401

20'-0"

4'-0"

EXISTING WALL



METAL STUD FRAMING PERSPECIALTY ENGINEER

STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH

& COLOR)

STO FOAM BUILD-OUT SF1;SEE A-407


& COLOR)

EXISTING STOREFRONT

2'-4"



24" X 24" 14 GA. ROLLEDSTEEL ACCESS HATCH


7

A401

Sim

7

A402

Sim

EXISTING ROOF TILES

EXISTING WATERPROOFINGMEMBRANE

NEW PRE-FINISHEDALUMINUM DRIP FLASHING

SILICONE SEALANT



5/8" PLYWOOD SHEATHING


& COLOR)

METAL LATH OVER #15BUILDING PAPER/FELT

12'-8"

WALL MOUNTED SCONCELIGHTING, SC-02; SEE

ELECTRICAL


1

A401

Sim

EXISTING COLUMN

5

A401


& COLOR)







2'-4"


& COLOR)


2" X 10'-0" ALUMINUMVENTILATION SCREED

6

A401





STO POWERWALL SYSTEM(SEE REFLECTED CEILING

PLAN FOR FINISH & COLOR)

1'-0"

PRE-FINISHED METALFLASHING

EXISTING FOUNDATION TOREMAIN

NEW CONCRETE PAD; SEESTRUCTURAL



& COLOR)


WEEP SCREED



2'-4"

12'-0"

8"

5

A401

Sim

1

A401

Sim






& COLOR)






7

A401



STO FOAM BUILD-OUT; SEESECTION


& COLOR)



STO DRIP EDGE



Writt

en d

imensi

ons

on t

hese

dra

win

gs

shall

have p

rece

dence

over

scale

d d

imensi

ons.

Contr

act

or

shall

verify

and b

e r

esp

onsi

ble

for

all

dim

ensi

ons

and c

onditio

ns

on t

he job. Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC m

ust

be n

otified im

media

tely

in w

riting o

f any v

ariation f

rom

the d

imensi

ons

and c

onditio

ns

show

n o

n t

hese

dra

win

gs.

Fie

ld v

erify

all

conditio

ns

prior

to layin

g o

ut

or

fabrica

ting a

ssoci

ate

d w

ork

. Bring

to t

he a

rchitect

's a

ttention a

ny d

evia

tion fro

m d

esi

gned c

onditio

ns

and f

ield

conditio

ns

prior

to o

rdering m

ate

rials

and inst

alli

ng w

ork

, and c

oopera

te w

ith a

rchitect

to m

odify s

uch

conditio

ns

at

no a

dditio

nal co

st t

o t

he o

wner,

arc

hitect

or

arc

hitect

's c

onsu

ltants

. Shop d

eta

ils m

ust

be s

ubm

itte

d t

o t

he a

rchitect

's o

ffic

e a

nd r

evie

wed b

y t

he a

rchitect

prior

to o

rdering m

ate

rials

, fa

brica

tion a

nd d

eliv

ery

to t

he job s

ite, unle

ssoth

erw

ise p

rovid

ed f

or

under

the s

peci

fic

contr

act

ual agre

em

ent

betw

een t

he a

rchitect

and c

lient. S

cott

+ C

orm

ia A

rchitect

ure

and I

nte

riors

, LLC e

xpre

ssly

rese

rves

its

com

mon law

copyright

and o

ther

pro

pert

y r

ights

in t

hese

docu

ments

. T

hese

docu

ments

are

not

to b

e r

epro

duce

d, ch

anged, or

copie

d in a

ny f

orm

or

manner

whats

oever,

nor

are

they t

o b

e a

ssig

ned t

o a

third p

art

y w

ithout

firs

t obta

inin

g t

he w

ritt

en

perm

issi

on a

nd w

ritt

en c

onse

nt

of Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

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n t

he e

vent

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orize

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se o

f th

ese

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ments

by a

third p

art

y, th

e t

hird p

art

y s

hall

hold

Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC h

arm

less

and a

gre

es

to r

em

unera

te S

cott

+ C

orm

ia A

rchitect

ure

and I

nte

riors

, LLC for

such

use

in a

n a

mount

equal to

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rigin

al fe

e for

the o

rigin

al docu

ments

, plu

s le

gal fe

es,

court

cost

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llect

ion f

ees

and o

ther

cost

s.

CHECKED BY :

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PROJECT # :


p r o j e c t

s e a l








2016 DEC 22

12/2

0/2

016 3

:13:5

8 P

M

A401

OA, RS

16077

WALL SECTIONS

RaT

FOR BIDDING

57

37

W.

IR

LO

BR

ON

SO

N H

WY

.

KIS

SIM

ME

E,

FLO

RID

A

GRAN

D O

AKS P

LAZA

FACAD

E R

EN

OVATIO

N

KEYNOTE LEGEND

5-21 METAL STUD FRAMING PER SPECIALTY ENGINEER

6-17 5/8" PLYWOOD SHEATHING

7-1 NEW PRE-FINISHED ALUMINUM DRIP FLASHING

7-5 PRE-FINISHED METAL FLASHING

7-9 STO FOAM BUILD-OUT; SEE SECTION

7-10 EXISTING ROOF TILES

7-11 EXISTING WATERPROOFING MEMBRANE

7-31 2" X 10'-0" ALUMINUM VENTILATION SCREED

7-47 METAL LATH OVER #15 BUILDING PAPER/FELT

7-66 STO FOAM BUILD-OUT SF1; SEE A-407



7-75 SILICONE SEALANT

8-12 24" X 24" 14 GA. ROLLED STEEL ACCESS HATCH

9-3 STO POWERWALL SYSTEM (SEE ELEVATIONS FOR FINISH & COLOR)

9-14 STO POWERWALL SYSTEM (SEE REFLECTED CEILING PLAN FOR FINISH & COLOR)

9-15 WEEP SCREED

9-16 STO DRIP EDGE


32-1 REMOVE DAMAGED STUCCO, RE-APPLY, PATCH, REPAIR TO MATCH ADJACENT FINISH

32-10 ALIGN WITH EXISTING WALL FRAMING

32-15 EXISTING ROOF AND ROOF FRAMING TO REMAIN

32-16 EXISTING WALL

32-18 EXISTING COLUMN

32-19 EXISTING STOREFRONT

32-25 NEW CONCRETE PAD; SEE STRUCTURAL

32-26 EXISTING FOUNDATION TO REMAIN

# DATE DESCRIPTION



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

WALL SECTION2

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

SECTION DETAIL1

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

WALL SECTION3

SCALE: 3" = 1'-0"

SECTION DETAIL5

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

SECTION DETAIL6

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

Section 64

SCALE: 6" = 1'-0"

SECTION DETAIL7

12'-8"

4

A401

Sim

5

A402






& COLOR)

EXISTING WALL








JUNCTION BOX WITHPROVISION FOR FUTURE

SIGNAGE ELECTRICAL

CEILING (SEE REFLECTEDCEILING PLAN & CEILINGSCHEDULE FOR DETAILS)


NEW PRE-FINISHEDALUMINUM DRIP FLASHING


EXISTING WATERPROOFINGMEMBRANE

SILICONE SEALANT




& COLOR)


2'-0"

± 1

'-5"





12'-0"

8"

EXISTING WALL



& COLOR)


2'-4"



4

A401

Sim

5

A402

Sim

7

A401

Sim

7

A402

Sim


5/8" PLYWOOD SHEATHING5/8" PLYWOOD SHEATHING

2X PRESSURE TREATEDWOOD BLOCKING

SLOPE

EXTEND ROOFMEMBRANE UP ANDUNDER PARAPET CAP

EXISTING ROOF

PEEL AND STICKWATERPROOFINGMEMBRANE




& COLOR)

1'-0"

EXISTING WALL

6

A402

STO FOAM BUILDOUT SF6; SEEA-407

EXISTING WALL



& COLOR)


ELECTRICAL





EXISTING WALL



& COLOR)


12'-0"

JUNCTION BOX WITHPROVISION FOR FUTURE

SIGNAGE ELECTRICAL

6

A402


7

A401

Sim

STO DRIP EDGE



& COLOR)




Writt

en d

imensi

ons

on t

hese

dra

win

gs

shall

have p

rece

dence

over

scale

d d

imensi

ons.

Contr

act

or

shall

verify

and b

e r

esp

onsi

ble

for

all

dim

ensi

ons

and c

onditio

ns

on t

he job. Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC m

ust

be n

otified im

media

tely

in w

riting o

f any v

ariation f

rom

the d

imensi

ons

and c

onditio

ns

show

n o

n t

hese

dra

win

gs.

Fie

ld v

erify

all

conditio

ns

prior

to layin

g o

ut

or

fabrica

ting a

ssoci

ate

d w

ork

. Bring

to t

he a

rchitect

's a

ttention a

ny d

evia

tion fro

m d

esi

gned c

onditio

ns

and f

ield

conditio

ns

prior

to o

rdering m

ate

rials

and inst

alli

ng w

ork

, and c

oopera

te w

ith a

rchitect

to m

odify s

uch

conditio

ns

at

no a

dditio

nal co

st t

o t

he o

wner,

arc

hitect

or

arc

hitect

's c

onsu

ltants

. Shop d

eta

ils m

ust

be s

ubm

itte

d t

o t

he a

rchitect

's o

ffic

e a

nd r

evie

wed b

y t

he a

rchitect

prior

to o

rdering m

ate

rials

, fa

brica

tion a

nd d

eliv

ery

to t

he job s

ite, unle

ssoth

erw

ise p

rovid

ed f

or

under

the s

peci

fic

contr

act

ual agre

em

ent

betw

een t

he a

rchitect

and c

lient. S

cott

+ C

orm

ia A

rchitect

ure

and I

nte

riors

, LLC e

xpre

ssly

rese

rves

its

com

mon law

copyright

and o

ther

pro

pert

y r

ights

in t

hese

docu

ments

. T

hese

docu

ments

are

not

to b

e r

epro

duce

d, ch

anged, or

copie

d in a

ny f

orm

or

manner

whats

oever,

nor

are

they t

o b

e a

ssig

ned t

o a

third p

art

y w

ithout

firs

t obta

inin

g t

he w

ritt

en

perm

issi

on a

nd w

ritt

en c

onse

nt

of Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC I

n t

he e

vent

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unauth

orize

d u

se o

f th

ese

docu

ments

by a

third p

art

y, th

e t

hird p

art

y s

hall

hold

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tt +

Corm

ia A

rchitect

ure

and I

nte

riors

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arm

less

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gre

es

to r

em

unera

te S

cott

+ C

orm

ia A

rchitect

ure

and I

nte

riors

, LLC for

such

use

in a

n a

mount

equal to

the o

rigin

al fe

e for

the o

rigin

al docu

ments

, plu

s le

gal fe

es,

court

cost

s,co

llect

ion f

ees

and o

ther

cost

s.

CHECKED BY :

DRAWN BY :


www.scottcormia.com

PROJECT # :


p r o j e c t

s e a l








2016 DEC 22

12/2

0/2

016 3

:11:4

6 P

M

A402

OA, RS

16077

WALL SECTIONS

RaT

FOR BIDDING

57

37

W.

IR

LO

BR

ON

SO

N H

WY

.

KIS

SIM

ME

E,

FLO

RID

A

GRAN

D O

AKS P

LAZA

FACAD

E R

EN

OVATIO

N

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

WALL SECTION1

# DATE DESCRIPTION



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

SECTION DETAIL5

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

WALL SECTION2

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

SECTION DETAIL6

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

WALL SECTION3

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

WALL SECTION4

SCALE: 3" = 1'-0"

SECTION DETAIL7

12'-0"

1

A401

Sim




EXISTING CONCRETEPEDESTAL



EXISTING COLUMN



& COLOR)


& COLOR)


EXISTING ROOF TILES



2'-10"

EXISTING WALL




1

A401

Sim

EXISTING ROOF TILES


1'-0"

6'-4"

9'-4"

8"

6'-0"

12'-0"

EXISTING WALL



& COLOR)






& COLOR)

5

A401

Sim



± 1

'-5"

2'-0"24" X 24" 14 GA. ROLLED

STEEL ACCESS HATCH

7

A401

Sim

12'-0"

1

A401

Sim



EXISTING COLUMN



& COLOR)


ELECTRICAL



2'-8"



PROJECTNORTH


Writt

en d

imensi

ons

on t

hese

dra

win

gs

shall

have p

rece

dence

over

scale

d d

imensi

ons.

Contr

act

or

shall

verify

and b

e r

esp

onsi

ble

for

all

dim

ensi

ons

and c

onditio

ns

on t

he job. Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC m

ust

be n

otified im

media

tely

in w

riting o

f any v

ariation f

rom

the d

imensi

ons

and c

onditio

ns

show

n o

n t

hese

dra

win

gs.

Fie

ld v

erify

all

conditio

ns

prior

to layin

g o

ut

or

fabrica

ting a

ssoci

ate

d w

ork

. Bring

to t

he a

rchitect

's a

ttention a

ny d

evia

tion fro

m d

esi

gned c

onditio

ns

and f

ield

conditio

ns

prior

to o

rdering m

ate

rials

and inst

alli

ng w

ork

, and c

oopera

te w

ith a

rchitect

to m

odify s

uch

conditio

ns

at

no a

dditio

nal co

st t

o t

he o

wner,

arc

hitect

or

arc

hitect

's c

onsu

ltants

. Shop d

eta

ils m

ust

be s

ubm

itte

d t

o t

he a

rchitect

's o

ffic

e a

nd r

evie

wed b

y t

he a

rchitect

prior

to o

rdering m

ate

rials

, fa

brica

tion a

nd d

eliv

ery

to t

he job s

ite, unle

ssoth

erw

ise p

rovid

ed f

or

under

the s

peci

fic

contr

act

ual agre

em

ent

betw

een t

he a

rchitect

and c

lient. S

cott

+ C

orm

ia A

rchitect

ure

and I

nte

riors

, LLC e

xpre

ssly

rese

rves

its

com

mon law

copyright

and o

ther

pro

pert

y r

ights

in t

hese

docu

ments

. T

hese

docu

ments

are

not

to b

e r

epro

duce

d, ch

anged, or

copie

d in a

ny f

orm

or

manner

whats

oever,

nor

are

they t

o b

e a

ssig

ned t

o a

third p

art

y w

ithout

firs

t obta

inin

g t

he w

ritt

en

perm

issi

on a

nd w

ritt

en c

onse

nt

of Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC I

n t

he e

vent

of

unauth

orize

d u

se o

f th

ese

docu

ments

by a

third p

art

y, th

e t

hird p

art

y s

hall

hold

Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC h

arm

less

and a

gre

es

to r

em

unera

te S

cott

+ C

orm

ia A

rchitect

ure

and I

nte

riors

, LLC for

such

use

in a

n a

mount

equal to

the o

rigin

al fe

e for

the o

rigin

al docu

ments

, plu

s le

gal fe

es,

court

cost

s,co

llect

ion f

ees

and o

ther

cost

s.

CHECKED BY :

DRAWN BY :


www.scottcormia.com

PROJECT # :


p r o j e c t

s e a l








2016 DEC 22

12/2

0/2

016 3

:14:4

1 P

M

A403

OA, RS

16077

WALL SECTIONS

RaT

FOR BIDDING

57

37

W.

IR

LO

BR

ON

SO

N H

WY

.

KIS

SIM

ME

E,

FLO

RID

A

GRAN

D O

AKS P

LAZA

FACAD

E R

EN

OVATIO

N

# DATE DESCRIPTION



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

WALL SECTION1

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

WALL SECTION2SCALE: 1/2" = 1'-0"

WALL SECTION3

8"

12'-0"

1

A401

Sim




& COLOR)


ELECTRICAL


1'-0"2'-8"



5

A401

Sim7

A401

Sim


7

A402

Sim

2'-8"

1'-2"





& COLOR)


1

A401

Sim








7

A402

Sim

PEEL AND STICKWATERPROOFING MEMBRANE

FIELD FABRICATED BREAKMETAL FLASHING TO GO UP

MIN. 4" BEHIND VENEER


& COLOR)



SILICONE SEALANT




& COLOR)


12'-0"

1'-8"

1

A401

Sim

5

A404




& COLOR)




EXISTING COLUMN


& COLOR)

EXISTING WALL


ELECTRICAL






EXISTING COLUMN


1'-8"

1

A401

Sim




& COLOR)


EXISTING WALL




5

A404

12'-0"

8"

2'-8"




& COLOR)

5

A401

Sim


7

A401

Sim

7

A402

Sim

PROJECTNORTH


Writt

en d

imensi

ons

on t

hese

dra

win

gs

shall

have p

rece

dence

over

scale

d d

imensi

ons.

Contr

act

or

shall

verify

and b

e r

esp

onsi

ble

for

all

dim

ensi

ons

and c

onditio

ns

on t

he job. Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC m

ust

be n

otified im

media

tely

in w

riting o

f any v

ariation f

rom

the d

imensi

ons

and c

onditio

ns

show

n o

n t

hese

dra

win

gs.

Fie

ld v

erify

all

conditio

ns

prior

to layin

g o

ut

or

fabrica

ting a

ssoci

ate

d w

ork

. Bring

to t

he a

rchitect

's a

ttention a

ny d

evia

tion fro

m d

esi

gned c

onditio

ns

and f

ield

conditio

ns

prior

to o

rdering m

ate

rials

and inst

alli

ng w

ork

, and c

oopera

te w

ith a

rchitect

to m

odify s

uch

conditio

ns

at

no a

dditio

nal co

st t

o t

he o

wner,

arc

hitect

or

arc

hitect

's c

onsu

ltants

. Shop d

eta

ils m

ust

be s

ubm

itte

d t

o t

he a

rchitect

's o

ffic

e a

nd r

evie

wed b

y t

he a

rchitect

prior

to o

rdering m

ate

rials

, fa

brica

tion a

nd d

eliv

ery

to t

he job s

ite, unle

ssoth

erw

ise p

rovid

ed f

or

under

the s

peci

fic

contr

act

ual agre

em

ent

betw

een t

he a

rchitect

and c

lient. S

cott

+ C

orm

ia A

rchitect

ure

and I

nte

riors

, LLC e

xpre

ssly

rese

rves

its

com

mon law

copyright

and o

ther

pro

pert

y r

ights

in t

hese

docu

ments

. T

hese

docu

ments

are

not

to b

e r

epro

duce

d, ch

anged, or

copie

d in a

ny f

orm

or

manner

whats

oever,

nor

are

they t

o b

e a

ssig

ned t

o a

third p

art

y w

ithout

firs

t obta

inin

g t

he w

ritt

en

perm

issi

on a

nd w

ritt

en c

onse

nt

of Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC I

n t

he e

vent

of

unauth

orize

d u

se o

f th

ese

docu

ments

by a

third p

art

y, th

e t

hird p

art

y s

hall

hold

Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC h

arm

less

and a

gre

es

to r

em

unera

te S

cott

+ C

orm

ia A

rchitect

ure

and I

nte

riors

, LLC for

such

use

in a

n a

mount

equal to

the o

rigin

al fe

e for

the o

rigin

al docu

ments

, plu

s le

gal fe

es,

court

cost

s,co

llect

ion f

ees

and o

ther

cost

s.

CHECKED BY :

DRAWN BY :


www.scottcormia.com

PROJECT # :


p r o j e c t

s e a l








2016 DEC 22

12/2

0/2

016 3

:20:3

2 P

M

A404

OA, RS

16077

WALL SECTIONS

RaT

FOR BIDDING

57

37

W.

IR

LO

BR

ON

SO

N H

WY

.

KIS

SIM

ME

E,

FLO

RID

A

GRAN

D O

AKS P

LAZA

FACAD

E R

EN

OVATIO

N

# DATE DESCRIPTION



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

WALL SECTION1SCALE: 1/2" = 1'-0"

WALL SECTION2

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

SECTION DETAIL5

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

WALL SECTION3

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

WALL SECTION4


ELECTRICAL

4

A405

6'-0"

6'-8"

1'-8"

EXISTING WALL

EXISTING ROOF TILES




EXISTING COLUMN





& COLOR)







EXISTING COLUMN

EXISTING WALL

EXISTING STOREFRONT


2'-4"


EXISTING ROOF TILES


1

A401

Sim

1'-8"

4"




EXISTING COLUMN


& COLOR)

12'-0"

8"

1'-8"

EXISTING WALL

EXISTING ROOF TILES







EXISTING WALL

EXISTING STOREFRONT

4

A405

Sim


& COLOR)


ELECTRICAL


2'-4"

4"


7

A401

Sim

7

A402

Sim

12'-0"


ELECTRICAL

2'-8"


EXISTING WALL




EXISTING STOREFRONT







1

A401

Sim



& COLOR)



Writt

en d

imensi

ons

on t

hese

dra

win

gs

shall

have p

rece

dence

over

scale

d d

imensi

ons.

Contr

act

or

shall

verify

and b

e r

esp

onsi

ble

for

all

dim

ensi

ons

and c

onditio

ns

on t

he job. Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC m

ust

be n

otified im

media

tely

in w

riting o

f any v

ariation f

rom

the d

imensi

ons

and c

onditio

ns

show

n o

n t

hese

dra

win

gs.

Fie

ld v

erify

all

conditio

ns

prior

to layin

g o

ut

or

fabrica

ting a

ssoci

ate

d w

ork

. Bring

to t

he a

rchitect

's a

ttention a

ny d

evia

tion fro

m d

esi

gned c

onditio

ns

and f

ield

conditio

ns

prior

to o

rdering m

ate

rials

and inst

alli

ng w

ork

, and c

oopera

te w

ith a

rchitect

to m

odify s

uch

conditio

ns

at

no a

dditio

nal co

st t

o t

he o

wner,

arc

hitect

or

arc

hitect

's c

onsu

ltants

. Shop d

eta

ils m

ust

be s

ubm

itte

d t

o t

he a

rchitect

's o

ffic

e a

nd r

evie

wed b

y t

he a

rchitect

prior

to o

rdering m

ate

rials

, fa

brica

tion a

nd d

eliv

ery

to t

he job s

ite, unle

ssoth

erw

ise p

rovid

ed f

or

under

the s

peci

fic

contr

act

ual agre

em

ent

betw

een t

he a

rchitect

and c

lient. S

cott

+ C

orm

ia A

rchitect

ure

and I

nte

riors

, LLC e

xpre

ssly

rese

rves

its

com

mon law

copyright

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ther

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pert

y r

ights

in t

hese

docu

ments

. T

hese

docu

ments

are

not

to b

e r

epro

duce

d, ch

anged, or

copie

d in a

ny f

orm

or

manner

whats

oever,

nor

are

they t

o b

e a

ssig

ned t

o a

third p

art

y w

ithout

firs

t obta

inin

g t

he w

ritt

en

perm

issi

on a

nd w

ritt

en c

onse

nt

of Sco

tt +

Corm

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rchitect

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riors

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n t

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vent

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orize

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ese

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art

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art

y s

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tt +

Corm

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rchitect

ure

and I

nte

riors

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arm

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es

to r

em

unera

te S

cott

+ C

orm

ia A

rchitect

ure

and I

nte

riors

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equal to

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rigin

al fe

e for

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rigin

al docu

ments

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s le

gal fe

es,

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llect

ion f

ees

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ther

cost

s.

CHECKED BY :

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PROJECT # :


p r o j e c t

s e a l








2016 DEC 22

12/2

0/2

016 3

:22:1

8 P

M

A405

OA, RS

16077

WALL SECTIONS

RaT

FOR BIDDING

57

37

W.

IR

LO

BR

ON

SO

N H

WY

.

KIS

SIM

ME

E,

FLO

RID

A

GRAN

D O

AKS P

LAZA

FACAD

E R

EN

OVATIO

N

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

Section 221

# DATE DESCRIPTION



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

SECTION DETAIL4

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

Section 22B2

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

WALL SECTION3

12'-0"

8"


EXISTING WALL




EXISTING STOREFRONT



1

A401

Sim





& COLOR)



5

A401

Sim

2'-8"

7

A402

12'-8 9

/64"

2'-8"


EXISTING WALL




EXISTING STOREFRONT







& COLOR)

5

A401

Sim

3'-4"



ELECTRICAL

EXISTING COLUMN



5

A402

Sim

23'-0"

8"



ELECTRICAL

5

A402

Sim





& COLOR)






PATCH, REPAIR, REPLACE,REFINISH EXISTING CEILING



EXISTING WALL


24" X 24" 14 GA. ROLLEDSTEEL ACCESS HATCH 2

'-0"

± 1

'-5"

7

A401

Sim

7

A402

Sim


Writt

en d

imensi

ons

on t

hese

dra

win

gs

shall

have p

rece

dence

over

scale

d d

imensi

ons.

Contr

act

or

shall

verify

and b

e r

esp

onsi

ble

for

all

dim

ensi

ons

and c

onditio

ns

on t

he job. Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC m

ust

be n

otified im

media

tely

in w

riting o

f any v

ariation f

rom

the d

imensi

ons

and c

onditio

ns

show

n o

n t

hese

dra

win

gs.

Fie

ld v

erify

all

conditio

ns

prior

to layin

g o

ut

or

fabrica

ting a

ssoci

ate

d w

ork

. Bring

to t

he a

rchitect

's a

ttention a

ny d

evia

tion fro

m d

esi

gned c

onditio

ns

and f

ield

conditio

ns

prior

to o

rdering m

ate

rials

and inst

alli

ng w

ork

, and c

oopera

te w

ith a

rchitect

to m

odify s

uch

conditio

ns

at

no a

dditio

nal co

st t

o t

he o

wner,

arc

hitect

or

arc

hitect

's c

onsu

ltants

. Shop d

eta

ils m

ust

be s

ubm

itte

d t

o t

he a

rchitect

's o

ffic

e a

nd r

evie

wed b

y t

he a

rchitect

prior

to o

rdering m

ate

rials

, fa

brica

tion a

nd d

eliv

ery

to t

he job s

ite, unle

ssoth

erw

ise p

rovid

ed f

or

under

the s

peci

fic

contr

act

ual agre

em

ent

betw

een t

he a

rchitect

and c

lient. S

cott

+ C

orm

ia A

rchitect

ure

and I

nte

riors

, LLC e

xpre

ssly

rese

rves

its

com

mon law

copyright

and o

ther

pro

pert

y r

ights

in t

hese

docu

ments

. T

hese

docu

ments

are

not

to b

e r

epro

duce

d, ch

anged, or

copie

d in a

ny f

orm

or

manner

whats

oever,

nor

are

they t

o b

e a

ssig

ned t

o a

third p

art

y w

ithout

firs

t obta

inin

g t

he w

ritt

en

perm

issi

on a

nd w

ritt

en c

onse

nt

of Sco

tt +

Corm

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rchitect

ure

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nte

riors

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n t

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vent

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orize

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se o

f th

ese

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ments

by a

third p

art

y, th

e t

hird p

art

y s

hall

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tt +

Corm

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rchitect

ure

and I

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riors

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arm

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es

to r

em

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te S

cott

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orm

ia A

rchitect

ure

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riors

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in a

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rigin

al fe

e for

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rigin

al docu

ments

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s le

gal fe

es,

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cost

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llect

ion f

ees

and o

ther

cost

s.

CHECKED BY :

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PROJECT # :


p r o j e c t

s e a l








2016 DEC 22

12/2

0/2

016 3

:23:1

6 P

M

A406

OA, RS

16077

WALL SECTIONS

RaT

FOR BIDDING

57

37

W.

IR

LO

BR

ON

SO

N H

WY

.

KIS

SIM

ME

E,

FLO

RID

A

GRAN

D O

AKS P

LAZA

FACAD

E R

EN

OVATIO

N

# DATE DESCRIPTION



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

WALL SECTION1

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

WALL SECTION2

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

WALL SECTION4

2'-8"

5

A402

Sim

12'-0"

8"





& COLOR)


5

A401

Sim





7

A402

Sim

7

A402

Sim

2'-8"

5

A402

Sim



& COLOR)


5

A401

Sim



EXISTING COLUMN


12'-8"



1'-6"

2"

4"

10 1

/2"

1 1

/2"

3 3/4" 1"

1 1/2" 1"

1/2"

1 3/4"1 3/4"

1'-0"

2'-0"

1 3/4"

1'-0"

4"

1'-0"

2"

2'-6"

4"

1 1/4" 1" 1 3/4"

3'-4"

3 1/2"

1'-0"

4"

1'-2"

2'-6"

4"

1 1/4" 1" 1 3/4"

1 3/4"

8"

SF-1SF-2SF-3SF-4

SF-5SF-6

SF-7


Writt

en d

imensi

ons

on t

hese

dra

win

gs

shall

have p

rece

dence

over

scale

d d

imensi

ons.

Contr

act

or

shall

verify

and b

e r

esp

onsi

ble

for

all

dim

ensi

ons

and c

onditio

ns

on t

he job. Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC m

ust

be n

otified im

media

tely

in w

riting o

f any v

ariation f

rom

the d

imensi

ons

and c

onditio

ns

show

n o

n t

hese

dra

win

gs.

Fie

ld v

erify

all

conditio

ns

prior

to layin

g o

ut

or

fabrica

ting a

ssoci

ate

d w

ork

. Bring

to t

he a

rchitect

's a

ttention a

ny d

evia

tion fro

m d

esi

gned c

onditio

ns

and f

ield

conditio

ns

prior

to o

rdering m

ate

rials

and inst

alli

ng w

ork

, and c

oopera

te w

ith a

rchitect

to m

odify s

uch

conditio

ns

at

no a

dditio

nal co

st t

o t

he o

wner,

arc

hitect

or

arc

hitect

's c

onsu

ltants

. Shop d

eta

ils m

ust

be s

ubm

itte

d t

o t

he a

rchitect

's o

ffic

e a

nd r

evie

wed b

y t

he a

rchitect

prior

to o

rdering m

ate

rials

, fa

brica

tion a

nd d

eliv

ery

to t

he job s

ite, unle

ssoth

erw

ise p

rovid

ed f

or

under

the s

peci

fic

contr

act

ual agre

em

ent

betw

een t

he a

rchitect

and c

lient. S

cott

+ C

orm

ia A

rchitect

ure

and I

nte

riors

, LLC e

xpre

ssly

rese

rves

its

com

mon law

copyright

and o

ther

pro

pert

y r

ights

in t

hese

docu

ments

. T

hese

docu

ments

are

not

to b

e r

epro

duce

d, ch

anged, or

copie

d in a

ny f

orm

or

manner

whats

oever,

nor

are

they t

o b

e a

ssig

ned t

o a

third p

art

y w

ithout

firs

t obta

inin

g t

he w

ritt

en

perm

issi

on a

nd w

ritt

en c

onse

nt

of Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

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n t

he e

vent

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orize

d u

se o

f th

ese

docu

ments

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art

y, th

e t

hird p

art

y s

hall

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tt +

Corm

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and I

nte

riors

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arm

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es

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cott

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orm

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gal fe

es,

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llect

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ees

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ther

cost

s.

CHECKED BY :

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PROJECT # :


p r o j e c t

s e a l








2016 DEC 22

12/2

0/2

016 3

:26:3

7 P

M

A407

OA, RS

16077

WALL SECTIONS

RaT

FOR BIDDING

57

37

W.

IR

LO

BR

ON

SO

N H

WY

.

KIS

SIM

ME

E,

FLO

RID

A

GRAN

D O

AKS P

LAZA

FACAD

E R

EN

OVATIO

N

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

Section 281

# DATE DESCRIPTION



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

Section 292

SCALE: 3" = 1'-0"

FOAM BUILD-OUT SCHEDULE3

1'-8"

EXISTING WALL



& COLOR)



EXISTING STOREFRONT



2'-4" 5'-6" 6" 2'-10"

2'-4

"

2'-4"

2'-4"

STO POWERWALL SYSTEM (SEEELEVATIONS FOR FINISH &COLOR)METAL LATH OVER #15BUILDING PAPER/FELT



STO FOAM BUILD-OUT; SEESECTIONSTO POWERWALL SYSTEM (SEEELEVATIONS FOR FINISH &COLOR)




STO POWERWALL SYSTEM (SEEELEVATIONS FOR FINISH &COLOR)



EXISTING COLUMNEXISTING COLUMN


EXISTING WALL FRAMING LINE

8'-4"


1'-6" 1'-2" 4'-0"

2'-4"

STO POWERWALL SYSTEM (SEEELEVATIONS FOR FINISH &COLOR)METAL LATH OVER #15BUILDING PAPER/FELT


STO FOAM BUILD-OUT; SEESECTIONMETAL STUD FRAMING PERSPECIALTY ENGINEER

EXISTING COLUMNSTO FOAM BUILD-OUT; SEESECTION

EXISTING COLUMN







2'-6" 1'-6"

2'-4"



4'-0" 2'-2" 1'-2"

EXISTING WALL FRAMING LINESTO FOAM BUILD-OUT; SEESECTIONMETAL STUD FRAMING PERSPECIALTY ENGINEER





EXISTING COLUMN

3'-2" 9'-3" 2'-2" 1'-0"

2'-4"

2'-4"








& COLOR)




EXISTING COLUMN




2'-10"

EXISTING COLUMN

EXISTING CONCRETE PIER

1'-2"

1'-2"

1'-2" 2'-10"










EXISTING COLUMN




2'-8"




& COLOR)

EXISTING COLUMN




2'-8"

3'-0"

10'-8"

ALIGN WITH EXISTING WALLFRAMINGSTO FOAM BUILD-OUT; SEESECTIONEXISTING COLUMN

METAL STUD FRAMING PERSPECIALTY ENGINEER5/8" PLYWOOD SHEATHING STO POWERWALL SYSTEM (SEE

ELEVATIONS FOR FINISH &COLOR)



EXISTING COLUMN


1'-2"



& COLOR)



EXISTING COLUMN



EXISTING COLUMN


2'-8"

2'-8"

2'-4"

4"


EXISTING COLUMN

EXISTING COLUMN






3'-4"




& COLOR)


EXISTING COLUMN


4"

2'-4"



& COLOR)



3'-4"


2'-8"


PROJECTNORTH


Writt

en d

imensi

ons

on t

hese

dra

win

gs

shall

have p

rece

dence

over

scale

d d

imensi

ons.

Contr

act

or

shall

verify

and b

e r

esp

onsi

ble

for

all

dim

ensi

ons

and c

onditio

ns

on t

he job. Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC m

ust

be n

otified im

media

tely

in w

riting o

f any v

ariation f

rom

the d

imensi

ons

and c

onditio

ns

show

n o

n t

hese

dra

win

gs.

Fie

ld v

erify

all

conditio

ns

prior

to layin

g o

ut

or

fabrica

ting a

ssoci

ate

d w

ork

. Bring

to t

he a

rchitect

's a

ttention a

ny d

evia

tion fro

m d

esi

gned c

onditio

ns

and f

ield

conditio

ns

prior

to o

rdering m

ate

rials

and inst

alli

ng w

ork

, and c

oopera

te w

ith a

rchitect

to m

odify s

uch

conditio

ns

at

no a

dditio

nal co

st t

o t

he o

wner,

arc

hitect

or

arc

hitect

's c

onsu

ltants

. Shop d

eta

ils m

ust

be s

ubm

itte

d t

o t

he a

rchitect

's o

ffic

e a

nd r

evie

wed b

y t

he a

rchitect

prior

to o

rdering m

ate

rials

, fa

brica

tion a

nd d

eliv

ery

to t

he job s

ite, unle

ssoth

erw

ise p

rovid

ed f

or

under

the s

peci

fic

contr

act

ual agre

em

ent

betw

een t

he a

rchitect

and c

lient. S

cott

+ C

orm

ia A

rchitect

ure

and I

nte

riors

, LLC e

xpre

ssly

rese

rves

its

com

mon law

copyright

and o

ther

pro

pert

y r

ights

in t

hese

docu

ments

. T

hese

docu

ments

are

not

to b

e r

epro

duce

d, ch

anged, or

copie

d in a

ny f

orm

or

manner

whats

oever,

nor

are

they t

o b

e a

ssig

ned t

o a

third p

art

y w

ithout

firs

t obta

inin

g t

he w

ritt

en

perm

issi

on a

nd w

ritt

en c

onse

nt

of Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC I

n t

he e

vent

of

unauth

orize

d u

se o

f th

ese

docu

ments

by a

third p

art

y, th

e t

hird p

art

y s

hall

hold

Sco

tt +

Corm

ia A

rchitect

ure

and I

nte

riors

, LLC h

arm

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and a

gre

es

to r

em

unera

te S

cott

+ C

orm

ia A

rchitect

ure

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riors

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such

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in a

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rigin

al fe

e for

the o

rigin

al docu

ments

, plu

s le

gal fe

es,

court

cost

s,co

llect

ion f

ees

and o

ther

cost

s.

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2016 DEC 22

12/2

0/2

016 3

:29:0

4 P

M

A503

OA, RS

16077

PLAN DETAILS

RaT

FOR BIDDING

57

37

W.

IR

LO

BR

ON

SO

N H

WY

.

KIS

SIM

ME

E,

FLO

RID

A

GRAN

D O

AKS P

LAZA

FACAD

E R

EN

OVATIO

N

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# DATE DESCRIPTION



6" 3'-2" 3'-6"

2'-8"

EXISTING COLUMN







1'-2" 2'-4"

2'-8"




EXISTING COLUMN







EXISTING COLUMN

2'-1

0"






2'-8"

2'-8"

2'-1

0"






EXISTING COLUMN



2'-2"



2'-2"

1'-4"

2'-9 195/256"






EXISTING COLUMN



3'-6"

2'-8"

3'-6"






EXISTING COLUMN



3'-6"

1'-0"

EXISTING WALL







PROJECTNORTH


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PROJECT # :


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2016 DEC 22

12/2

0/2

016 3

:30:3

8 P

M

A504

OA, RS

16077

PLAN DETAILS

RaT

FOR BIDDING

57

37

W.

IR

LO

BR

ON

SO

N H

WY

.

KIS

SIM

ME

E,

FLO

RID

A

GRAN

D O

AKS P

LAZA

FACAD

E R

EN

OVATIO

N

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

PLAN DETAIL1

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


PLAN DETAIL3

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PLAN DETAIL4

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PLAN DETAIL6

# DATE DESCRIPTION



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PLAN DETAIL7

grand oaks plaza # description s 1 s 2 s 3 s …...exterior elevation marker section marker section...

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