Upload
others
View
7
Download
0
Embed Size (px)
Citation preview
EXTERIORELEVATION
MARKER
SECTIONMARKER
SECTIONDETAILMARKER
ENLARGEDDETAILMARKER
INTERIORELEVATION
MARKER
NOTEMARKERS
WINDOW TYPEMARKER
DOOR TYPEMARKER
CENTER LINE
GRID LINENEW / EXISTING
ELEVATIONMARKER
PARTITIONTYPE MARKER
ROOM IDMARKER
NORTHARROW
DRAWINGTITLE TAG
REVISIONCLOUD
1
0
SCALE: 0/0" = 1'-0"
VIEW NAME00
00
XX0-0
SIM
TRUENORTH
DRAWING NUMBER
SHEET NUMBER
DRAWINGNUMBER
SHEETNUMBER
PM00.00.0(S)CT = X
DRAWING NUMBER
SHEET NUMBER
DRAWING NUMBER
SHEET NUMBER
XX0-0
00
00
00 00
DRAWING NUMBER
SHEET NUMBER
XX0-0
00
00-00
00
XX0-0
SIM
00
000ROOM NAME
000 SF
C L
XX00.0.S00'-00"
CEILINGMARKERS
00'-00" XX00.0.S
INTERIORFINISHMARKER
FIRE RATING (hrs)INSULATION (if used)
# GYP. BD. LAYERS / SIDESTUD SIZE
TOP PLATECONNECTION TYPE
FLOOR FINISHMARKER
000
STUD: M=METAL, W=WOOD
00
MATERIALMARKERS
?
0
XXX
XXX
000
XXX
WALL FINISH
WALL BASE
ROOM NUMBER
ELEVATION NAME+00'-00"
FLOOR FINISH
00
XX0-0
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
SHEET INDEX LEGEND
A 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 :
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.
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
12/2
0/2
016 2
:44:4
1 P
M
G000
OA, RS
16077
COVER SHEET
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
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
S
1
S
2
S
3
S
4
S
5
S
6
S
7
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 █
A404 WALL SECTIONS █
A405 WALL SECTIONS █
A406 WALL SECTIONS █
A407 WALL SECTIONS █
A503 PLAN DETAILS █ █
A504 PLAN DETAILS █ █
STRUCTURAL
S101 placeholder sheet
S102 placeholder sheet
S103 placeholder sheet
S104 placeholder sheet
ELECTRICAL
E101 placeholder sheet
E102 placeholder sheet
E103 placeholder sheet
E104 placeholder sheet
E105 placeholder sheet
E106 placeholder sheet
CONTACT PERSON:
ARCHITECTScott + Cormia Architecture and Interiors, LLC
429 S. Keller Road, Suite 200
Orlando, FL 32810
Rikki Tienzo
www.scottcormia.com
t: 407-660-2766 ex. 1381
CONTACT PERSON:
STRUCTURALGutherman Structural
2300 Maitland Center Pkwy, Suite 101
Maitland, FL 32751
Jack Gutherman
http://www.gstructural.com
t: 407-701-0875
CONTACT PERSON:
OWNERRT Retail Investments, LLC
5737 W. Irlo Bronson Hwy
Kissemmee, FL
Ravi Tulsyan
t: 609 216 4672
CONTACT PERSON:
MECH / PLUMB / ELECWilson & Girgenti, LLC
37 N. Orange Ave, Suite 500
Orlando, FL 32801
Brock H. Shrader
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
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
A 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 :
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.
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
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
1 2015 DEC 16 OWNER REVIEW
2 2016 DEC 22 BIDDING
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.
REMOVE WINDOW, STORE FORRE-USE.
10" 22'-0" 2'-2" 5'-4" 20'-8" 6'-0"
REMOVE TRIMS/MOLDINGS,PATCH, REPAIR ADJ. STUCCOWALL.
REMOVE TRIMS/MOLDINGS,PATCH, REPAIR ADJ. STUCCOWALL.
REMOVE DAMAGED STUCCO,RE-APPLY, PATCH, REPAIR TOMATCH ADJACENT FINISH
WEST BUILDING
NO WORK IN INTERIOR AREA
A053
1
DEMO WALL DEMO WALL
REMOVE COLUMN FINISH WHERENEEDED.
REMOVE COLUMN FINISH WHERENEEDED.
REMOVE COLUMN FINISH WHERENEEDED.REMOVE COLUMN FINISH WHERENEEDED.
REMOVE COLUMN FINISH WHERENEEDED.REMOVE COLUMN FINISH WHERENEEDED.
EAST BUILDING
NO WORK IN THE INTERIOR AREA
A053
2
A0533
A053 4
PROJECTNORTH
A 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 :
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.
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
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
1 2015 DEC 16 OWNER REVIEW
2 2016 DEC 22 BIDDING
NOT IN CONTRACT
NO WORK IN INTERIOR AREA
REMOVE STUCCO ANDSUBSTRATE.
REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USEGOOD FRAMING.
32-21
REMOVE EXISTINGCEILING/SOFFIT
REMOVE COLUMN FINISH WHERENEEDED.
32-21
REMOVE COLUMN FINISHWHERE NEEDED.
REMOVE STUCCO ANDSUBSTRATE.
REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USE
GOOD FRAMING.
32-21
32-21
32-21
32-21
32-21
32-23
32-21 32-21
REMOVE COLUMN FINISHWHERE NEEDED.
REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USE
GOOD FRAMING.
REMOVE STUCCO ANDSUBSTRATE.
REMOVE COLUMN FINISHWHERE NEEDED.
REMOVE COLUMN FINISHWHERE NEEDED.
REMOVE COLUMN FINISHWHERE NEEDED.
32-21REMOVE DEFECTIVE METAL
FRAMING, SALVAGE & RE-USEGOOD FRAMING.
REMOVE STUCCO ANDSUBSTRATE.
32-21
REMOVE COLUMN FINISHWHERE NEEDED.
REMOVE COLUMN FINISHWHERE NEEDED.
32-21
REMOVE COLUMN FINISHWHERE NEEDED.
REMOVE COLUMN FINISHWHERE NEEDED.
32-3
REMOVE EXISTINGCEILING/SOFFIT
32-21
32-21 32-21 32-21 32-21 32-21 32-2132-23
REMOVE FRAMING WALLABOVE
REMOVE STUCCO ANDSUBSTRATE.
REMOVE COLUMN FINISHWHERE NEEDED.
REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USE
GOOD FRAMING.
32-21
REMOVE EXISTINGCEILING/SOFFIT
32-21
32-21 32-21 32-21 32-21 32-21 32-21 32-21 32-21
REMOVE COLUMN FINISHWHERE NEEDED.
32-21
REMOVE COLUMN FINISHWHERE NEEDED.
REMOVE EXISTINGCEILING/SOFFIT
REMOVE COLUMN FINISHWHERE NEEDED.
REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USE
GOOD FRAMING.
REMOVE STUCCO ANDSUBSTRATE.
32-22
32-22
REMOVE COLUMN FINISH WHERENEEDED.
REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USEGOOD FRAMING.
REMOVE STUCCO ANDSUBSTRATE.
REMOVE COLUMN FINISH WHERENEEDED.
REMOVE COLUMN FINISH WHERENEEDED.
REMOVE COLUMN FINISH WHERENEEDED.
REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USEGOOD FRAMING.
REMOVE STUCCO ANDSUBSTRATE.
REMOVE DAMAGED STUCCO,RE-APPLY, PATCH, REPAIR TOMATCH ADJACENT FINISH
REMOVE EXISTINGCEILING/SOFFIT
32-21
32-21
32-21
32-21
32-21
32-23
NOT IN CONTRACT
NO WORK IN INTERIOR AREA
REMOVE COLUMN FINISHWHERE NEEDED.
REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USE
GOOD FRAMING.
32-21 32-3 32-21 32-21
32-21
REMOVE STUCCO ANDSUBSTRATE.
REMOVE COLUMN FINISHWHERE NEEDED.
REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USE
GOOD FRAMING.
REMOVE COLUMN FINISHWHERE NEEDED.
REMOVE STUCCO ANDSUBSTRATE.
32-21 32-21 32-21 32-21 32-21 32-21 32-21
REMOVE COLUMN FINISH WHERENEEDED.
32-22 32-22 32-22
REMOVE EXISTINGCEILING/SOFFIT
REMOVE EXISTINGCEILING/SOFFIT
REMOVE EXISTINGCEILING/SOFFIT
REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USE
GOOD FRAMING.
REMOVE STUCCO ANDSUBSTRATE.
REMOVE COLUMN FINISHWHERE NEEDED.
REMOVE COLUMN FINISHWHERE NEEDED.
REMOVE COLUMN FINISH WHERENEEDED.
REMOVE COLUMN FINISH WHERENEEDED.
32-22 32-22
REMOVE EXISTINGCEILING/SOFFIT
32-22
32-22
32-21
REMOVE COLUMN FINISHWHERE NEEDED.
32-21
REMOVE COLUMN FINISHWHERE NEEDED.
32-21
REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USE
GOOD FRAMING.
REMOVE COLUMN FINISHWHERE NEEDED.
REMOVE STUCCO ANDSUBSTRATE.
REMOVE EXISTINGCEILING/SOFFIT
32-22
REMOVE EXISTINGCEILING/SOFFIT
32-22
32-22
32-22
32-22
32-22
32-22
REMOVE EXISTINGCEILING/SOFFIT
2
A052
3
A052
PROJECTNORTH
A 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 :
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.
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
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
A 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 :
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.
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
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
A 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 :
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.
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
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
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
1 2015 DEC 16 OWNER REVIEW
2 2016 DEC 22 BIDDING
# DATE DESCRIPTION
1 2015 DEC 16 OWNER REVIEW
2 2016 DEC 22 BIDDING
# DATE DESCRIPTION
1 2015 DEC 16 OWNER REVIEW
2 2016 DEC 22 BIDDING
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 DAMAGED STUCCO,RE-APPLY, PATCH, REPAIR TOMATCH ADJACENT FINISH
REMOVE ROOF AND ROOFFRAMING
REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USEGOOD FRAMING.
REMOVE STUCCO ANDSUBSTRATE.
REMOVE COLUMN FINISH WHERENEEDED.
REMOVE TRIMS/MOLDINGS,PATCH, REPAIR ADJ. STUCCOWALL.
REMOVE DAMAGED STUCCO,RE-APPLY, PATCH, REPAIR TOMATCH ADJACENT FINISH
REMOVE STUCCO ANDSUBSTRATE.
REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USEGOOD FRAMING.
REMOVE COLUMN FINISH WHERENEEDED.
REMOVE TRIMS/MOLDINGS,PATCH, REPAIR ADJ. STUCCOWALL.
REMOVE WINDOW, STORE FORRE-USE.REMOVE WINDOW, STORE FORRE-USE.REMOVE WINDOW, STORE FORRE-USE.
DEMO WALLDEMO WALL
REMOVE WINDOW, STORE FORRE-USE.
REMOVE DOOR, STORE FORRE-USE.
REMOVE STUCCO ANDSUBSTRATE.
REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USEGOOD FRAMING.
REMOVE COLUMN FINISH WHERENEEDED.
24'-0"
REMOVE STUCCO ANDSUBSTRATE.
REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USEGOOD FRAMING.
REMOVE COLUMN FINISH WHERENEEDED.
REMOVE STUCCO ANDSUBSTRATE.
REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USEGOOD FRAMING.
REMOVE ROOF AND ROOFFRAMINGREMOVE ROOF AND ROOFFRAMING
REMOVE ROOF AND ROOFFRAMINGREMOVE ROOF AND ROOFFRAMING REMOVE STUCCO AND
SUBSTRATE.
REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USEGOOD FRAMING.
REMOVE STUCCO ANDSUBSTRATE.REMOVE COLUMN FINISH WHERENEEDED.
REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USEGOOD FRAMING.
REMOVE ROOF AND ROOFFRAMING
EXISTING ROOF AND ROOFFRAMING TO REMAIN
EXISTING ROOF AND ROOFFRAMING TO REMAIN
EXISTING ROOF AND ROOFFRAMING TO REMAIN
EXISTING ROOF AND ROOFFRAMING TO REMAIN
14'-6"11'-0"3'-6"
EXISTING COLUMNEXISTING COLUMN
EXISTING ROOF AND ROOFFRAMING TO REMAIN
REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USEGOOD FRAMING.
REMOVE STUCCO ANDSUBSTRATE.
EXISTING ROOF AND ROOFFRAMING TO REMAIN
REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USEGOOD FRAMING.
REMOVE STUCCO ANDSUBSTRATE.
EXISTING ROOF AND ROOFFRAMING TO REMAIN
REMOVE DAMAGED STUCCO,RE-APPLY, PATCH, REPAIR TOMATCH ADJACENT FINISH
EXISTING ROOF AND ROOFFRAMING TO REMAIN
REMOVE ROOF AND ROOFFRAMING
REMOVE STUCCO ANDSUBSTRATE.
REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USEGOOD FRAMING.
EXISTING ROOF AND ROOFFRAMING TO REMAIN
REMOVE STUCCO ANDSUBSTRATE.
REMOVE DEFECTIVE METALFRAMING, SALVAGE & RE-USEGOOD FRAMING.
REMOVE COLUMN FINISH WHERENEEDED.
REMOVE DAMAGED STUCCO,RE-APPLY, PATCH, REPAIR TOMATCH ADJACENT FINISH
PROJECTNORTH
A 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 :
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.
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
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
1 2015 DEC 16 OWNER REVIEW
2 2016 DEC 22 BIDDING
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
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"
ALIGN WITH EXISTING WALLFRAMING
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"
ALIGN WITH EXISTING WALLFRAMING
ALIGN WITH EXISTING WALLFRAMING
ALIGN WITH EXISTING WALLFRAMING
2'-1
0"
VERI
FY
2'-1
0"
ALIGN WITH EXISTING WALLFRAMING
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
A 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 :
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.
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
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
1 2015 DEC 16 OWNER REVIEW
2 2016 DEC 22 BIDDING
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
NO WORK IN INTERIOR AREA
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
NO WORK IN INTERIOR AREA
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
A 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 :
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.
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
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
1 2015 DEC 16 OWNER REVIEW
2 2016 DEC 22 BIDDING
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)
9-6 STO POWERWALL SYSTEM; STO-31214 (800 COLLECTION)
9-7 STO POWERWALL SYSTEM; STO-9433 (STO WHITE)
9-8 STO POWERWALL SYSTEM; STO-32104 (800 COLLECTION)
26-10 RECESSED CAN LIGHT FIXTURE, PL-01; SEE ELECTRICAL
26-14 WALL MOUNTED SCONCE LIGHTING, SC-03; SEE ELECTRICAL
26-15 WALL MOUNTED SCONCE LIGHTING, SC-02; SEE ELECTRICAL
26-16 WALL MOUNTED SCONCE LIGHTING, SC-01; 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"
Arcade Soffit Line+12'-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"
Arcade Soffit Line+12'-0"
3
A403
9-69-69-7 9-726-1526-1526-1526-159-7
1
A404
LEVEL 1+0'-0"
Arcade Soffit Line+12'-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 :
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.
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
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)
9-6 STO POWERWALL SYSTEM; STO-31214 (800COLLECTION)
9-7 STO POWERWALL SYSTEM; STO-9433 (STO WHITE)
9-8 STO POWERWALL SYSTEM; STO-32104 (800COLLECTION)
26-14 WALL MOUNTED SCONCE LIGHTING, SC-03; SEEELECTRICAL
26-15 WALL MOUNTED SCONCE LIGHTING, SC-02; SEEELECTRICAL
26-16 WALL MOUNTED SCONCE LIGHTING, SC-01; 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 2015 DEC 16 OWNER REVIEW
2 2016 DEC 22 BIDDING
1
A401
20'-0"
4'-0"
EXISTING WALL
REMOVE DAMAGED STUCCO,RE-APPLY, PATCH, REPAIR TO
MATCH ADJACENT FINISH
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
STO FOAM BUILD-OUT SF1;SEE A-407
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
EXISTING STOREFRONT
2'-4"
ALIGN WITH EXISTING WALLFRAMING
EXISTING ROOF AND ROOFFRAMING TO REMAIN
24" X 24" 14 GA. ROLLEDSTEEL ACCESS HATCH
STO FOAM BUILD-OUT SF2;SEE A-407
7
A401
Sim
7
A402
Sim
EXISTING ROOF TILES
EXISTING WATERPROOFINGMEMBRANE
NEW PRE-FINISHEDALUMINUM DRIP FLASHING
SILICONE SEALANT
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO FOAM BUILD-OUT SF1;SEE A-407
5/8" PLYWOOD SHEATHING
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
METAL LATH OVER #15BUILDING PAPER/FELT
12'-8"
WALL MOUNTED SCONCELIGHTING, SC-02; SEE
ELECTRICAL
METAL STUD FRAMING PERSPECIALTY ENGINEER
1
A401
Sim
EXISTING COLUMN
5
A401
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
5/8" PLYWOOD SHEATHING
METAL LATH OVER #15BUILDING PAPER/FELT
ALIGN WITH EXISTING WALLFRAMING
EXISTING ROOF AND ROOFFRAMING TO REMAIN
STO FOAM BUILD-OUT SF3;SEE A-407
STO FOAM BUILD-OUT SF3;SEE A-407
2'-4"
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
METAL STUD FRAMING PERSPECIALTY ENGINEER
2" X 10'-0" ALUMINUMVENTILATION SCREED
6
A401
STO FOAM BUILD-OUT SF1;SEE A-407
2" X 10'-0" ALUMINUMVENTILATION SCREED
5/8" PLYWOOD SHEATHING
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO POWERWALL SYSTEM(SEE REFLECTED CEILING
PLAN FOR FINISH & COLOR)
1'-0"
PRE-FINISHED METALFLASHING
EXISTING FOUNDATION TOREMAIN
NEW CONCRETE PAD; SEESTRUCTURAL
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
STO FOAM BUILD-OUT SF3;SEE A-407
WEEP SCREED
METAL LATH OVER #15BUILDING PAPER/FELT
5/8" PLYWOOD SHEATHING
2'-4"
12'-0"
8"
5
A401
Sim
1
A401
Sim
STO FOAM BUILD-OUT SF2;SEE A-407
EXISTING ROOF AND ROOFFRAMING TO REMAIN
METAL STUD FRAMING PERSPECIALTY ENGINEER
5/8" PLYWOOD SHEATHING
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
METAL LATH OVER #15BUILDING PAPER/FELT
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO POWERWALL SYSTEM(SEE REFLECTED CEILING
PLAN FOR FINISH & COLOR)
STO FOAM BUILD-OUT SF1;SEE A-407
7
A401
METAL STUD FRAMING PERSPECIALTY ENGINEER
5/8" PLYWOOD SHEATHING
STO FOAM BUILD-OUT; SEESECTION
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
STO POWERWALL SYSTEM(SEE REFLECTED CEILING
PLAN FOR FINISH & COLOR)
STO DRIP EDGE
METAL LATH OVER #15BUILDING PAPER/FELT
A 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 :
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.
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
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
7-67 STO FOAM BUILD-OUT SF2; SEE A-407
7-68 STO FOAM BUILD-OUT SF3; 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
26-15 WALL MOUNTED SCONCE LIGHTING, SC-02; SEE ELECTRICAL
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
1 2015 DEC 16 OWNER REVIEW
2 2016 DEC 22 BIDDING
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
EXISTING ROOF AND ROOFFRAMING TO REMAIN
ALIGN WITH EXISTING WALLFRAMING
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO FOAM BUILD-OUT SF4;SEE A-407
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
EXISTING WALL
METAL STUD FRAMING PERSPECIALTY ENGINEER
2" X 10'-0" ALUMINUMVENTILATION SCREED
STO FOAM BUILD-OUT SF5;SEE A-407
NEW CONCRETE PAD; SEESTRUCTURAL
EXISTING FOUNDATION TOREMAIN
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO FOAM BUILD-OUT SF5;SEE A-407
JUNCTION BOX WITHPROVISION FOR FUTURE
SIGNAGE ELECTRICAL
CEILING (SEE REFLECTEDCEILING PLAN & CEILINGSCHEDULE FOR DETAILS)
STO FOAM BUILD-OUT SF4;SEE A-407
NEW PRE-FINISHEDALUMINUM DRIP FLASHING
EXISTING ROOF AND ROOFFRAMING TO REMAIN
EXISTING WATERPROOFINGMEMBRANE
SILICONE SEALANT
METAL STUD FRAMING PERSPECIALTY ENGINEER
5/8" PLYWOOD SHEATHING
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
METAL LATH OVER #15BUILDING PAPER/FELT
2'-0"
± 1
'-5"
EXISTING ROOF AND ROOFFRAMING TO REMAIN
ALIGN WITH EXISTING WALLFRAMING
24" X 24" 14 GA. ROLLEDSTEEL ACCESS HATCH
STO FOAM BUILD-OUT SF4;SEE A-407
12'-0"
8"
EXISTING WALL
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
STO FOAM BUILD-OUT SF2;SEE A-407
2'-4"
EXISTING FOUNDATION TOREMAIN
CEILING (SEE REFLECTEDCEILING PLAN & CEILINGSCHEDULE FOR DETAILS)
4
A401
Sim
5
A402
Sim
7
A401
Sim
7
A402
Sim
METAL STUD FRAMING PERSPECIALTY ENGINEER
5/8" PLYWOOD SHEATHING5/8" PLYWOOD SHEATHING
2X PRESSURE TREATEDWOOD BLOCKING
SLOPE
EXTEND ROOFMEMBRANE UP ANDUNDER PARAPET CAP
EXISTING ROOF
PEEL AND STICKWATERPROOFINGMEMBRANE
METAL STUD FRAMING PERSPECIALTY ENGINEER
5/8" PLYWOOD SHEATHING
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
1'-0"
EXISTING WALL
6
A402
STO FOAM BUILDOUT SF6; SEEA-407
EXISTING WALL
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
WALL MOUNTED SCONCELIGHTING, SC-01; SEE
ELECTRICAL
STO FOAM BUILD-OUT SF5;SEE A-407
NEW CONCRETE PAD; SEESTRUCTURAL
EXISTING FOUNDATION TOREMAIN
STO FOAM BUILDOUT SF6; SEEA-407
EXISTING WALL
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
STO FOAM BUILD-OUT SF2;SEE A-407
12'-0"
JUNCTION BOX WITHPROVISION FOR FUTURE
SIGNAGE ELECTRICAL
6
A402
CEILING (SEE REFLECTEDCEILING PLAN & CEILINGSCHEDULE FOR DETAILS)
7
A401
Sim
STO DRIP EDGE
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
5/8" PLYWOOD SHEATHING
METAL LATH OVER #15BUILDING PAPER/FELT
A 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 :
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.
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
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
1 2015 DEC 16 OWNER REVIEW
2 2016 DEC 22 BIDDING
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
STO FOAM BUILD-OUT SF2;SEE A-407
STO FOAM BUILDOUT SF7; SEEA-407
STO FOAM BUILDOUT SF7; SEEA-407
EXISTING CONCRETEPEDESTAL
STO FOAM BUILD-OUT SF3;SEE A-407
STO FOAM BUILD-OUT SF3;SEE A-407
EXISTING COLUMN
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
METAL STUD FRAMING PERSPECIALTY ENGINEER
EXISTING ROOF TILES
EXISTING ROOF AND ROOFFRAMING TO REMAIN
EXISTING FOUNDATION TOREMAIN
2'-10"
EXISTING WALL
METAL STUD FRAMING PERSPECIALTY ENGINEER
REMOVE DAMAGED STUCCO,RE-APPLY, PATCH, REPAIR TO
MATCH ADJACENT FINISH
1
A401
Sim
EXISTING ROOF TILES
EXISTING ROOF AND ROOFFRAMING TO REMAIN
1'-0"
6'-4"
9'-4"
8"
6'-0"
12'-0"
EXISTING WALL
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
STO POWERWALL SYSTEM(SEE REFLECTED CEILING
PLAN FOR FINISH & COLOR)
STO POWERWALL SYSTEM(SEE REFLECTED CEILING
PLAN FOR FINISH & COLOR)
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
5
A401
Sim
STO FOAM BUILD-OUT SF2;SEE A-407
STO FOAM BUILDOUT SF7; SEEA-407
± 1
'-5"
2'-0"24" X 24" 14 GA. ROLLED
STEEL ACCESS HATCH
7
A401
Sim
12'-0"
1
A401
Sim
STO FOAM BUILD-OUT SF1;SEE A-407
METAL STUD FRAMING PERSPECIALTY ENGINEER
EXISTING COLUMN
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
WALL MOUNTED SCONCELIGHTING, SC-02; SEE
ELECTRICAL
EXISTING ROOF AND ROOFFRAMING TO REMAIN
STO FOAM BUILD-OUT SF5;SEE A-407
2'-8"
STO FOAM BUILD-OUT SF5;SEE A-407
NEW CONCRETE PAD; SEESTRUCTURAL
PROJECTNORTH
A 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 :
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.
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
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
1 2015 DEC 16 OWNER REVIEW
2 2016 DEC 22 BIDDING
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
STO FOAM BUILD-OUT SF1;SEE A-407
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
WALL MOUNTED SCONCELIGHTING, SC-02; SEE
ELECTRICAL
EXISTING ROOF AND ROOFFRAMING TO REMAIN
1'-0"2'-8"
STO POWERWALL SYSTEM(SEE REFLECTED CEILING
PLAN FOR FINISH & COLOR)
5
A401
Sim7
A401
Sim
STO FOAM BUILDOUT SF7; SEEA-407
7
A402
Sim
2'-8"
1'-2"
STO FOAM BUILD-OUT SF5;SEE A-407
STO FOAM BUILD-OUT SF5;SEE A-407
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
EXISTING ROOF AND ROOFFRAMING TO REMAIN
1
A401
Sim
STO FOAM BUILD-OUT SF1;SEE A-407
NEW CONCRETE PAD; SEESTRUCTURAL
EXISTING FOUNDATION TOREMAIN
STO POWERWALL SYSTEM(SEE REFLECTED CEILING
PLAN FOR FINISH & COLOR)
STO POWERWALL SYSTEM(SEE REFLECTED CEILING
PLAN FOR FINISH & COLOR)
7
A402
Sim
PEEL AND STICKWATERPROOFING MEMBRANE
FIELD FABRICATED BREAKMETAL FLASHING TO GO UP
MIN. 4" BEHIND VENEER
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
METAL STUD FRAMING PERSPECIALTY ENGINEER
METAL LATH OVER #15BUILDING PAPER/FELT
SILICONE SEALANT
STO FOAM BUILD-OUT SF1;SEE A-407
METAL LATH OVER #15BUILDING PAPER/FELT
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
METAL STUD FRAMING PERSPECIALTY ENGINEER
12'-0"
1'-8"
1
A401
Sim
5
A404
EXISTING ROOF AND ROOFFRAMING TO REMAIN
STO FOAM BUILD-OUT SF1;SEE A-407
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO FOAM BUILD-OUT SF1;SEE A-407
METAL STUD FRAMING PERSPECIALTY ENGINEER
EXISTING COLUMN
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
EXISTING WALL
WALL MOUNTED SCONCELIGHTING, SC-02; SEE
ELECTRICAL
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO POWERWALL SYSTEM(SEE REFLECTED CEILING
PLAN FOR FINISH & COLOR)
STO FOAM BUILD-OUT SF5;SEE A-407
STO FOAM BUILD-OUT SF5;SEE A-407
EXISTING COLUMN
NEW CONCRETE PAD; SEESTRUCTURAL
1'-8"
1
A401
Sim
EXISTING ROOF AND ROOFFRAMING TO REMAIN
STO FOAM BUILD-OUT SF1;SEE A-407
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
METAL STUD FRAMING PERSPECIALTY ENGINEER
EXISTING WALL
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO POWERWALL SYSTEM(SEE REFLECTED CEILING
PLAN FOR FINISH & COLOR)
5
A404
12'-0"
8"
2'-8"
STO FOAM BUILDOUT SF7; SEEA-407
STO FOAM BUILD-OUT SF1;SEE A-407
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
5
A401
Sim
24" X 24" 14 GA. ROLLEDSTEEL ACCESS HATCH
7
A401
Sim
7
A402
Sim
PROJECTNORTH
A 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 :
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.
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
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
1 2015 DEC 16 OWNER REVIEW
2 2016 DEC 22 BIDDING
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
WALL MOUNTED SCONCELIGHTING, SC-02; SEE
ELECTRICAL
4
A405
6'-0"
6'-8"
1'-8"
EXISTING WALL
EXISTING ROOF TILES
EXISTING ROOF AND ROOFFRAMING TO REMAIN
STO FOAM BUILD-OUT SF1;SEE A-407
METAL STUD FRAMING PERSPECIALTY ENGINEER
EXISTING COLUMN
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO FOAM BUILDOUT SF7; SEEA-407
STO FOAM BUILDOUT SF7; SEEA-407
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO POWERWALL SYSTEM(SEE REFLECTED CEILING
PLAN FOR FINISH & COLOR)
STO FOAM BUILD-OUT SF3;SEE A-407
STO FOAM BUILD-OUT SF3;SEE A-407
NEW CONCRETE PAD; SEESTRUCTURAL
EXISTING COLUMN
EXISTING WALL
EXISTING STOREFRONT
EXISTING FOUNDATION TOREMAIN
2'-4"
ALIGN WITH EXISTING WALLFRAMING
EXISTING ROOF TILES
ALIGN WITH EXISTING WALLFRAMING
1
A401
Sim
1'-8"
4"
EXISTING ROOF AND ROOFFRAMING TO REMAIN
STO FOAM BUILD-OUT SF1;SEE A-407
METAL STUD FRAMING PERSPECIALTY ENGINEER
EXISTING COLUMN
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
12'-0"
8"
1'-8"
EXISTING WALL
EXISTING ROOF TILES
EXISTING ROOF AND ROOFFRAMING TO REMAIN
STO FOAM BUILD-OUT SF1;SEE A-407
METAL STUD FRAMING PERSPECIALTY ENGINEER
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO POWERWALL SYSTEM(SEE REFLECTED CEILING
PLAN FOR FINISH & COLOR)
EXISTING WALL
EXISTING STOREFRONT
4
A405
Sim
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
WALL MOUNTED SCONCELIGHTING, SC-01; SEE
ELECTRICAL
EXISTING FOUNDATION TOREMAIN
2'-4"
4"
ALIGN WITH EXISTING WALLFRAMING
7
A401
Sim
7
A402
Sim
12'-0"
WALL MOUNTED SCONCELIGHTING, SC-02; SEE
ELECTRICAL
2'-8"
METAL STUD FRAMING PERSPECIALTY ENGINEER
EXISTING WALL
STO POWERWALL SYSTEM(SEE REFLECTED CEILING
PLAN FOR FINISH & COLOR)
METAL STUD FRAMING PERSPECIALTY ENGINEER
EXISTING STOREFRONT
NEW CONCRETE PAD; SEESTRUCTURAL
STO FOAM BUILD-OUT SF3;SEE A-407
STO FOAM BUILD-OUT SF3;SEE A-407
EXISTING FOUNDATION TOREMAIN
EXISTING ROOF AND ROOFFRAMING TO REMAIN
STO FOAM BUILD-OUT SF1;SEE A-407
1
A401
Sim
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
STO FOAM BUILD-OUT; SEESECTION
A 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 :
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.
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
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
1 2015 DEC 16 OWNER REVIEW
2 2016 DEC 22 BIDDING
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"
METAL STUD FRAMING PERSPECIALTY ENGINEER
EXISTING WALL
STO POWERWALL SYSTEM(SEE REFLECTED CEILING
PLAN FOR FINISH & COLOR)
METAL STUD FRAMING PERSPECIALTY ENGINEER
EXISTING STOREFRONT
EXISTING FOUNDATION TOREMAIN
EXISTING ROOF AND ROOFFRAMING TO REMAIN
1
A401
Sim
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO FOAM BUILD-OUT SF1;SEE A-407
STO FOAM BUILDOUT SF7; SEEA-407
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
STO POWERWALL SYSTEM(SEE REFLECTED CEILING
PLAN FOR FINISH & COLOR)
5
A401
Sim
2'-8"
7
A402
12'-8 9
/64"
2'-8"
METAL STUD FRAMING PERSPECIALTY ENGINEER
EXISTING WALL
STO POWERWALL SYSTEM(SEE REFLECTED CEILING
PLAN FOR FINISH & COLOR)
METAL STUD FRAMING PERSPECIALTY ENGINEER
EXISTING STOREFRONT
STO FOAM BUILD-OUT SF5;SEE A-407
STO FOAM BUILD-OUT SF5;SEE A-407
EXISTING ROOF AND ROOFFRAMING TO REMAIN
STO FOAM BUILD-OUT SF4;SEE A-407
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
5
A401
Sim
3'-4"
ALIGN WITH EXISTING WALLFRAMING
WALL MOUNTED SCONCELIGHTING, SC-03; SEE
ELECTRICAL
EXISTING COLUMN
NEW CONCRETE PAD; SEESTRUCTURAL
EXISTING FOUNDATION TOREMAIN
5
A402
Sim
23'-0"
8"
EXISTING ROOF AND ROOFFRAMING TO REMAIN
WALL MOUNTED SCONCELIGHTING, SC-03; SEE
ELECTRICAL
5
A402
Sim
EXISTING ROOF AND ROOFFRAMING TO REMAIN
STO FOAM BUILD-OUT SF4;SEE A-407
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
STO FOAM BUILDOUT SF7; SEEA-407
STO POWERWALL SYSTEM(SEE REFLECTED CEILING
PLAN FOR FINISH & COLOR)
STO POWERWALL SYSTEM(SEE REFLECTED CEILING
PLAN FOR FINISH & COLOR)
PATCH, REPAIR, REPLACE,REFINISH EXISTING CEILING
REMOVE DAMAGED STUCCO,RE-APPLY, PATCH, REPAIR TO
MATCH ADJACENT FINISH
EXISTING WALL
ALIGN WITH EXISTING WALLFRAMING
24" X 24" 14 GA. ROLLEDSTEEL ACCESS HATCH 2
'-0"
± 1
'-5"
7
A401
Sim
7
A402
Sim
A 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 :
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.
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
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
1 2015 DEC 16 OWNER REVIEW
2 2016 DEC 22 BIDDING
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"
STO FOAM BUILDOUT SF7; SEEA-407
STO FOAM BUILD-OUT SF4;SEE A-407
EXISTING ROOF AND ROOFFRAMING TO REMAIN
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
METAL STUD FRAMING PERSPECIALTY ENGINEER
5
A401
Sim
STO POWERWALL SYSTEM(SEE REFLECTED CEILING
PLAN FOR FINISH & COLOR)
STO POWERWALL SYSTEM(SEE REFLECTED CEILING
PLAN FOR FINISH & COLOR)
7
A402
Sim
7
A402
Sim
2'-8"
5
A402
Sim
EXISTING ROOF AND ROOFFRAMING TO REMAIN
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
METAL STUD FRAMING PERSPECIALTY ENGINEER
5
A401
Sim
STO POWERWALL SYSTEM(SEE REFLECTED CEILING
PLAN FOR FINISH & COLOR)
EXISTING COLUMN
STO FOAM BUILD-OUT SF5;SEE A-407
12'-8"
NEW CONCRETE PAD; SEESTRUCTURAL
EXISTING FOUNDATION TOREMAIN
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
A 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 :
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.
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
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
1 2015 DEC 16 OWNER REVIEW
2 2016 DEC 22 BIDDING
SCALE: 1/2" = 1'-0"
Section 292
SCALE: 3" = 1'-0"
FOAM BUILD-OUT SCHEDULE3
1'-8"
EXISTING WALL
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
METAL LATH OVER #15BUILDING PAPER/FELT
5/8" PLYWOOD SHEATHING
EXISTING STOREFRONT
ALIGN WITH EXISTING WALLFRAMING
STO FOAM BUILD-OUT; SEESECTION
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
5/8" PLYWOOD SHEATHING
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO FOAM BUILD-OUT; SEESECTIONSTO POWERWALL SYSTEM (SEEELEVATIONS FOR FINISH &COLOR)
STO FOAM BUILD-OUT; SEESECTION
STO FOAM BUILD-OUT; SEESECTION
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO POWERWALL SYSTEM (SEEELEVATIONS FOR FINISH &COLOR)
METAL LATH OVER #15BUILDING PAPER/FELT
METAL LATH OVER #15BUILDING PAPER/FELT
EXISTING COLUMNEXISTING COLUMN
METAL STUD FRAMING PERSPECIALTY ENGINEER
EXISTING WALL FRAMING LINE
8'-4"
STO FOAM BUILD-OUT; SEESECTION
1'-6" 1'-2" 4'-0"
2'-4"
STO POWERWALL SYSTEM (SEEELEVATIONS FOR FINISH &COLOR)METAL LATH OVER #15BUILDING PAPER/FELT
5/8" PLYWOOD SHEATHING
STO FOAM BUILD-OUT; SEESECTIONMETAL STUD FRAMING PERSPECIALTY ENGINEER
EXISTING COLUMNSTO FOAM BUILD-OUT; SEESECTION
EXISTING COLUMN
METAL STUD FRAMING PERSPECIALTY ENGINEER
5/8" PLYWOOD SHEATHING
STO POWERWALL SYSTEM (SEEELEVATIONS FOR FINISH &COLOR)
METAL LATH OVER #15BUILDING PAPER/FELT
STO FOAM BUILD-OUT; SEESECTION
STO FOAM BUILD-OUT; SEESECTION
2'-6" 1'-6"
2'-4"
EXISTING WALL FRAMING LINE
EXISTING WALL FRAMING LINE
4'-0" 2'-2" 1'-2"
EXISTING WALL FRAMING LINESTO FOAM BUILD-OUT; SEESECTIONMETAL STUD FRAMING PERSPECIALTY ENGINEER
STO FOAM BUILD-OUT; SEESECTION
5/8" PLYWOOD SHEATHING
STO POWERWALL SYSTEM (SEEELEVATIONS FOR FINISH &COLOR)
METAL LATH OVER #15BUILDING PAPER/FELT
EXISTING COLUMN
3'-2" 9'-3" 2'-2" 1'-0"
2'-4"
2'-4"
STO POWERWALL SYSTEM (SEEELEVATIONS FOR FINISH &COLOR)
5/8" PLYWOOD SHEATHING
METAL LATH OVER #15BUILDING PAPER/FELT
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO FOAM BUILD-OUT; SEESECTION
STO FOAM BUILD-OUT; SEESECTION
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
5/8" PLYWOOD SHEATHING
METAL LATH OVER #15BUILDING PAPER/FELT
METAL STUD FRAMING PERSPECIALTY ENGINEER
EXISTING COLUMN
STO FOAM BUILD-OUT; SEESECTION
ALIGN WITH EXISTING WALLFRAMING
ALIGN WITH EXISTING WALLFRAMING
2'-10"
EXISTING COLUMN
EXISTING CONCRETE PIER
1'-2"
1'-2"
1'-2" 2'-10"
METAL STUD FRAMING PERSPECIALTY ENGINEER
5/8" PLYWOOD SHEATHING
STO POWERWALL SYSTEM (SEEELEVATIONS FOR FINISH &COLOR)
METAL LATH OVER #15BUILDING PAPER/FELT
ALIGN WITH EXISTING WALLFRAMING
STO FOAM BUILD-OUT; SEESECTION
STO POWERWALL SYSTEM (SEEELEVATIONS FOR FINISH &COLOR)
5/8" PLYWOOD SHEATHING
METAL LATH OVER #15BUILDING PAPER/FELT
EXISTING COLUMN
METAL STUD FRAMING PERSPECIALTY ENGINEER
ALIGN WITH EXISTING WALLFRAMING
STO FOAM BUILD-OUT; SEESECTION
2'-8"
STO FOAM BUILD-OUT; SEESECTION
5/8" PLYWOOD SHEATHING
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
EXISTING COLUMN
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO FOAM BUILD-OUT; SEESECTION
ALIGN WITH EXISTING WALLFRAMING
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)
METAL LATH OVER #15BUILDING PAPER/FELT
STO FOAM BUILD-OUT; SEESECTION
EXISTING COLUMN
ALIGN WITH EXISTING WALLFRAMING
1'-2"
5/8" PLYWOOD SHEATHING
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
METAL LATH OVER #15BUILDING PAPER/FELT
METAL STUD FRAMING PERSPECIALTY ENGINEER
EXISTING COLUMN
STO FOAM BUILD-OUT; SEESECTION
STO FOAM BUILD-OUT; SEESECTION
EXISTING COLUMN
ALIGN WITH EXISTING WALLFRAMING
2'-8"
2'-8"
2'-4"
4"
STO FOAM BUILD-OUT; SEESECTION
EXISTING COLUMN
EXISTING COLUMN
5/8" PLYWOOD SHEATHING
STO POWERWALL SYSTEM (SEEELEVATIONS FOR FINISH &COLOR)
METAL LATH OVER #15BUILDING PAPER/FELT
ALIGN WITH EXISTING WALLFRAMING
METAL STUD FRAMING PERSPECIALTY ENGINEER
3'-4"
5/8" PLYWOOD SHEATHING
METAL LATH OVER #15BUILDING PAPER/FELT
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
METAL STUD FRAMING PERSPECIALTY ENGINEER
EXISTING COLUMN
ALIGN WITH EXISTING WALLFRAMING
4"
2'-4"
STO FOAM BUILD-OUT; SEESECTION
STO POWERWALL SYSTEM(SEE ELEVATIONS FOR FINISH
& COLOR)
5/8" PLYWOOD SHEATHING
METAL LATH OVER #15BUILDING PAPER/FELT
3'-4"
ALIGN WITH EXISTING WALLFRAMING
2'-8"
METAL STUD FRAMING PERSPECIALTY ENGINEER
PROJECTNORTH
A 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 :
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.
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
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
SCALE: 3/4" = 1'-0"
PLAN DETAIL1
SCALE: 3/4" = 1'-0"
PLAN DETAIL2SCALE: 3/4" = 1'-0"
PLAN DETAIL3
SCALE: 3/4" = 1'-0"
PLAN DETAIL4
SCALE: 3/4" = 1'-0"
PLAN DETAIL5
SCALE: 3/4" = 1'-0"
PLAN DETAIL6
SCALE: 3/4" = 1'-0"
PLAN DETAIL7
SCALE: 3/4" = 1'-0"
PLAN DETAIL8
SCALE: 3/4" = 1'-0"
PLAN DETAIL9
SCALE: 3/4" = 1'-0"
PLAN DETAIL10
SCALE: 3/4" = 1'-0"
PLAN DETAIL11
SCALE: 3/4" = 1'-0"
PLAN DETAIL12
SCALE: 3/4" = 1'-0"
PLAN DETAIL13SCALE: 3/4" = 1'-0"
PLAN DETAIL14
# DATE DESCRIPTION
1 2015 DEC 16 OWNER REVIEW
2 2016 DEC 22 BIDDING
6" 3'-2" 3'-6"
2'-8"
EXISTING COLUMN
METAL LATH OVER #15BUILDING PAPER/FELT
5/8" PLYWOOD SHEATHING
STO POWERWALL SYSTEM (SEEELEVATIONS FOR FINISH &COLOR)
STO FOAM BUILD-OUT; SEESECTION
STO FOAM BUILD-OUT; SEESECTION
METAL STUD FRAMING PERSPECIALTY ENGINEER
1'-2" 2'-4"
2'-8"
STO POWERWALL SYSTEM (SEEELEVATIONS FOR FINISH &COLOR)
5/8" PLYWOOD SHEATHING
METAL LATH OVER #15BUILDING PAPER/FELT
EXISTING COLUMN
STO FOAM BUILD-OUT; SEESECTION
METAL STUD FRAMING PERSPECIALTY ENGINEER
ALIGN WITH EXISTING WALLFRAMING
ALIGN WITH EXISTING WALLFRAMING
ALIGN WITH EXISTING WALLFRAMING
METAL STUD FRAMING PERSPECIALTY ENGINEER
EXISTING COLUMN
2'-1
0"
STO FOAM BUILD-OUT; SEESECTION
STO FOAM BUILD-OUT; SEESECTION
5/8" PLYWOOD SHEATHING
STO POWERWALL SYSTEM (SEEELEVATIONS FOR FINISH &COLOR)
METAL LATH OVER #15BUILDING PAPER/FELT
2'-8"
2'-8"
2'-1
0"
STO POWERWALL SYSTEM (SEEELEVATIONS FOR FINISH &COLOR)
METAL LATH OVER #15BUILDING PAPER/FELT
5/8" PLYWOOD SHEATHING
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO FOAM BUILD-OUT; SEESECTION
EXISTING COLUMN
METAL STUD FRAMING PERSPECIALTY ENGINEER
STO FOAM BUILD-OUT; SEESECTION
2'-2"
ALIGN WITH EXISTING WALLFRAMING
ALIGN WITH EXISTING WALLFRAMING
2'-2"
1'-4"
2'-9 195/256"
STO FOAM BUILD-OUT; SEESECTION
STO FOAM BUILD-OUT; SEESECTION
STO POWERWALL SYSTEM (SEEELEVATIONS FOR FINISH &COLOR)
5/8" PLYWOOD SHEATHING
METAL LATH OVER #15BUILDING PAPER/FELT
EXISTING COLUMN
METAL STUD FRAMING PERSPECIALTY ENGINEER
ALIGN WITH EXISTING WALLFRAMING
3'-6"
2'-8"
3'-6"
STO FOAM BUILD-OUT; SEESECTION
METAL STUD FRAMING PERSPECIALTY ENGINEER
5/8" PLYWOOD SHEATHING
STO POWERWALL SYSTEM (SEEELEVATIONS FOR FINISH &COLOR)
METAL LATH OVER #15BUILDING PAPER/FELT
EXISTING COLUMN
ALIGN WITH EXISTING WALLFRAMING
ALIGN WITH EXISTING WALLFRAMING
3'-6"
1'-0"
EXISTING WALL
REMOVE DAMAGED STUCCO,RE-APPLY, PATCH, REPAIR TOMATCH ADJACENT FINISH
METAL STUD FRAMING PERSPECIALTY ENGINEER
5/8" PLYWOOD SHEATHING
STO POWERWALL SYSTEM (SEEELEVATIONS FOR FINISH &COLOR)
METAL LATH OVER #15BUILDING PAPER/FELT
STO FOAM BUILD-OUT; SEESECTION
PROJECTNORTH
A 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 :
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.
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
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 DETAIL2SCALE: 3/4" = 1'-0"
PLAN DETAIL3
SCALE: 3/4" = 1'-0"
PLAN DETAIL4
SCALE: 3/4" = 1'-0"
PLAN DETAIL5SCALE: 3/4" = 1'-0"
PLAN DETAIL6
# DATE DESCRIPTION
1 2015 DEC 16 OWNER REVIEW
2 2016 DEC 22 BIDDING
SCALE: 3/4" = 1'-0"
PLAN DETAIL7