HomeMy WebLinkAbout3706 Sanford Ave (rev) (a)Revision 1� City of Sanford
Response to Comments ❑ Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building0sanfordfl.gov
Permit # Submittal Date :3' Z
Project Address: SA J FdV4) : �L
Contact: fir) rw L 4iI�C L E Y
Ph: 14ol- 945-o136 Fax:
Email: S (u ng ley Co 1ltti O-- L-04 Cry
Trades encompassed in revision:
L� Building
❑ Plumbing
Electrical
❑ Mechanical
❑ Life Safety
Generale
description of revision:
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❑ Waste Water
ROUTING INFORMATION
Department Approvals
❑ Utilities
❑ Waste Water
❑ Planning
❑ Engineering
❑ Fire Prevention
❑ uilding
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IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY
TEEN CHALLENGE
SOUTHEAST REGION - ORLANDO
SUBMISSION #7
VE & GC REVISIONS
(2018 MARCH 02)
ADMINISTRATION BLDG
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.
PROPERTY INFORMATION
PARCEL ID #: 12-20-30-300-019B-0000
PROPERTY DESCRIPTION:
SEC 12 TWP 20S RGE 30E BEG 305.77 FT W & 310.29 FT N OF SE COR RUN N
811.4 FT E TO W R/W SANFORD AVE S TO A PT E OF BEG W TO BEG & E 3 FT OF
LOTS 13 5 7 & 9 & E 3 FT OF N 21.4 FT OF LOT 11 KEYES SEMINOLE INDUSTRIAL
PARK PB 30 PG 85
7 THE EN
FROM A COMPLETE SET OF DRAWINGS. NO ADD-ONS WILL BE APPROVED BY THE ARCHITECT DUE TO
THE SUBS FAILURE TO COORDINATE BETWEEN ALL DRAWINGS.
8 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL WORK BY ALL
TRADES, INCLUDING THOSE PROVIDED AND DIRECTED BY THE OWNER.
CODE DATA
ALL BUILDING AND OCCUPANCY DATA SHOWN ON SHEET A021
BUILDING CODES IN EFFECT:
• FLORIDA BUILDING CODE, STH EDITION (2014) BUILDING
• FLORIDA BUILDING CODE, 5TH EDITION (2014) EXISTING BUILDING
• FLORIDA BUILDING CODE, STH EDITION (2014) ENERGY CONSERVATION
• FLORIDA BUILDING CODE, 5TH EDITION (2014) FUEL GAS
• FLORIDA BUILDING CODE, 5TH EDITION (2014) PLUMBING
• FLORIDA BUILDING CODE, 5TH EDITION (2014) MECHANICAL
• FLORIDA BUILDING CODE, 5TH EDITION (2014) TEST PROTOCOLS
• 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
• CITY OF SANFORD 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,
AND BUILDING RISK CATEGORY II.
B. THE BUILDING IS DESIGNED AS AN ENCLOSED BUILDING.
NORTH
ARROW
DRAWING
TITLE TAG
REVISION
CLOUD
TRUE PROJECT
NORTH NORTH
00 VIEW NAME
SCALE: -0"
GENERAL NOTES
1 THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING
ANY WORK.
2 ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE CODES AND RESTRICTIONS ENFORCED BY
AUTHORITIES HAVING JURISDICTION.
3 DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL DIMENSIONS ON FLOOR PLANS
INDICATE NOMINAL WIDTH UNLESS NOTED OTHERWISE ON DRAWINGS. DETAILS SHALL GOVERN
OVER PLAN AND ELEVATIONS DRAWINGS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL
DETAILS. CONTACT ARCHITECT FOR UNKNOWN DIMENSIONS.
4 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT LOCAL UTILITY COMPANIES
TO LOCATE ALL EXISTING UTILITIES AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR
SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY
DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. ALL FINAL
CONNECTIONS FROM THE BUILDING TO EXISTING UTILITIES SHALL BE BY THIS CONTRACTOR.
5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE SITE AS REQUIRED IN THE
CONTRACT DOCUMENTS.
6 ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE CONTRACTOR AND ALL AREAS SHALL
BE LEFT IN A CLEAN CONDITION AT ALL TIMES DURING CONSTRUCTION.
7 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE
OCCUPANTS 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 METAL
STUD GAUGES AND DESIGN STUD FRAMING. METAL STUD GAUGES SHALL MEET RECOMMENDATIONS
AND/OR REQUIREMENTS OF THE STUD MFR'R AND ALL APPLICABLE CODES. SHOP DRAWINGS SHALL
BE SUBMITTED TO THE ARCHITECT FOR REVIEW.
9 PROVIDE DRAFT STOPPING IN CANOPIES AT INTERVALS NOT TO EXCEED 3,000 SQ. FT. & WHERE
SPECIFICALLY CALLED FOR ON DRAWINGS. DRAFT STOPPING SHALL BE 1/2" GYP. BD. ON ONE SIDE
OF LIGHT GAUGE METAL FRAMING.
10 CONTRACT SHALL OBTAIN A COPY OF THE SOILS INVESTIGATION REPORT FROM THE OWNER, AND
SHALL COMPLY WITH ALL REQUIREMENTS OF THE REPORT.
11 DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED. THE
CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT ANY DISCREPANCIES WHICH MAY OCCUR PRIOR
TO COMMENCING ANY CONSTRUCTION.
12 DO NOT OBSTRUCT STREETS, SIDEWALKS, ALLEYS OR OTHER RIGHT-OF-WAYS WITHOUT FIRST
OBTAINING PROPER PERMITS.
13 ALL FIRE -RATED CONSTRUCTION SHALL CONFORM TO UL TESTED STANDARDS AND/OR LOCAL
REQUIREMENTS.
14 ALL PENETRATIONS THRU FIRE RATED CONSTRUCTION SHALL COMPLY WITH UL & ALL APPLICABLE
CODES & ORDINANCES.
15 ALL EXTERIOR MATERIALS TO MEET ALL LOCAL & STATE WIND & IMPACT TEST REQUIREMENTS.
SUBMIT PRODUCT APPROVAL NUMBERS TO AUTHORITY HAVING JURISDICTION FOR REVIEW IN
ACCORDANCE WITH THEIR REQUIREMENTS.
16 DIMENSIONS ARE TO COLUMN GRID, FACE OF MASONRY, FACE OF METAL STUD, UNO.
17 CONTRACTOR TO PROVIDE & INSTALL 2A10BC FIRE CLASS A LIGHT (LOW) HAZARD FIRE
EXTINGUISHERS AS REQUIRED BY LOCAL FIRE MARSHAL COORDINATE LOCATIONS / PLACEMENTS
WITH FIRE MARSHAL. INSTALL QUANTITY AS REQUIRED SO AS NOT TO EXCEED 75' OF TRAVEL TO
AN EXTINGUISHER.
18 ALL INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH NFPA 101, CHAPTER 10 AND FBC-B
SECTION 803.
19 NAILERS, BLOCKING, AND OTHER ROUGH CARPENTRY ITEMS INDICATED AS "WOOD", "TREATED
WOOD", OR "PT WOOD" SHALL BE TREATED FOR FIRE RESISTANCE.
20 JOINTS WHICH OCCUR IN RATED PARTITIONS SHALL BE STAGGERED IN ACCORDANCE WITH THE
DESIGN ASSEMBLY REQUIREMENT. WHERE OPENINGS ARE MADE IN EXISTING RATED PARTITIONS,
OR WHERE OPENINGS IN EXISTING PARTITIONS ARE CLOSED, THE EXISTING GYPSUM BOARD MAY
BE REMOVED ON ONE SIDE OF THE PARTITIONS BACK TO THE NEXT STUD TO ASSURE THE PROPER
STAGGERING OF THE JOINTS.
21 SEAL / CAULK PERIMETER OF RATED WALLS AND PENETRATIONS OF RATED WALLS IN ACCORDANCE
WITH APPLICABLE UL DESIGN AND REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION.
-B 703.7, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE
22 PER FBC
PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS
SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH
IDENTIFICATION 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 30
FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND
3) INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8 INCH STROKE IN
A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING: "FIRE AND/OR SMOKE
BARRIER - PROTECT ALL OPENINGS" OR OTHER WORDING.
23 ELECTRICAL DEVICES WHICH OCCUR IN RATED PARTITIONS SHALL BE LOCATED SO THAT BACK
BOXES WITHIN A SINGLE STUD CAVITY SHALL NOT EXCEED A TOTAL OF 16 SQUARE INCHES IN AREA
OR EXCEED A TOTAL OF 100 SQUARE INCHES IN ANY 100 SQUARE FEET OF WALL AREA. ON
OPPOSITE SIDES OF WALLS OR PARTITIONS SHALL BE SEPARATED BY A MIN. HORIZ. DISTANCE OF
24". WHERE THIS REQUIREMENT CANNOT BE MET, BACK BOXES IN EXCESS OF THE ALLOWED
MAXIMUM SHALL BE BACKED WITH PUTTY PADS.
24 SHELVING MUST BE MOUNTED SO AS NOT TO ALLOW STORAGE WITHIN 18 INCHES OF THE FIRE
SPRINKLER NOZZLE HORIZONTAL PLANE.
25 IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY ALL WATERPROOFING AND
FLASHING CONDITIONS. IF THERE IS NOT A DETAIL FOR THE WATERPROOFING CONDITION, IT IS
THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONTACT THE ARCHITECT OR
WATERPROOFING CONSULTANT PRIOR TO CONSTRUCTION.
3790 S*nkwd AVOM
r KVJ Cl. I LUI.H FIO N
CONTACT INFORMATION
OWNER / TENANT
Teen Challenge Southeast Region - Orlando
3706 Sanford Ave.
Sanford, FL 32773
CONTACT PERSON:
Jerry Nance
jerry.nance@teenchallenge.cc TEEN CHALLENGE
www.teenchallenge.cc
t: 706-596-8731
f: 706-596-8732
ARCHITECT
Scott + Cormia Architecture and Interiors, LLC
429 S. Keller Road, Suite 200 SCOTT+
Orlando, FL 32810
CONTACT PERSON:
CORIVIIA
Angel Ortiz
aortiz@scottcormia.com
www.scottcormia.com
t: 407-838-8450
STRUCTURAL
IBC Engineering Design Services; Inc.
2295 S. Hiawassee Road, Suite 411
Orlando FL 32835
CONTACT PERSON:
IBC
Hasan Arouri; P.E.
hasan@ibc-engineeringdesign.comoil
www.ibc-engineeringdesign.com iMemational Blrgdln9 Conus d
t: 407-826-1000 �n9 �S"ces int
MECH / PLUMB / ELEC
IBC Engineering Design Services; Inc.
2295 S. Hiawassee Road, Suite 411
CONTACT PERSON: IBC Song Sayprasith; P.E.
song@ibc-engineeringdesign.com InierTtknal i3uling Consultants d
www.ibc-engineeringdesign.com Engineering Design kkrWces Inc.
t: 407-826-1000
CIVIL
ABBREVIATIONS
Tri 3 Civil Engineering Design Studio, Inc.
SYMBOL LEGEND
(E)
EXISTING FRP FIBERGLASS REINF. PANEL PLBG PLUMBING00
- DRAWING NUMBER
(N)
NEW FRT FIRE RETARDANT TREATED PLYWD PLYWOOD
EXTERIOR
■
ACT
ACOUSTICAL CEILING TILE FRX FIRE TREATED & PRESSURE TREATED PNL PANEL (PANELING)
t: 407-488-9456
S101A
AFF
ABOVE FINISHED FLOOR FT FOOT (FEET) PROP PROPERTY
ELEVATION
NOA'S
AFG
ABOVE FINISH GRADE FTG FOOTING PRTN PARTITIONMARKER
585 Technology Park
XXO-0
ALT
ALTERNATE FV FIELD VERIFY PT PRESSURE TREATED
■
SHEET NUMBER
ALUM
ALUMINUM GA GAUGE PTD PAINTED
Brian Walsh
CONS TkUCTION r INTEGRATED SERVICES
ANCH
ANCHOR GALV GALVANIZED QT QUARRY TILE
www.coliage-usa.com
■
APPROX APPROXIMATE GC GENERAL CONTRACTOR R RADIUS
t ;� i a sib/ +
i r IJ 3 00i
DRAWING NUMBER
ARCH
ARCHITECT(ARCHITECTURAL) GL GLASS REINF REINFORCED (REINFORCING)
SECTION
00
EQ'
6/ (BO) BOTTOM OF GR GRADE RD REQUIRED
■
_ _J
BD
BOARD GWB GYPSUM WALL BOARD REV REVERSE
MARKER
XXO-0
BLDG
BUILDING GYP GYPSUM RH RIGHT HAND
j
SHEET NUMBER
BLK
BLOCK HDW HARDWARE RM ROOM
■
■
BM
BRG
BEAM HGT HEIGHT RO ROUGH OPENING
BEARING HM HOLLOW METAL RTU ROOF TOP UNIT
A401
-
DRAWING NUMBER
BTM
BOTTOM HORiZ HORIZONTAL S SOUTH
SECTION
00 J
BTWN
BETWEEN HP HIGH POINT SCHED SCHEDULE
DETAIL
■
BUR
BUILT-UP ROOF IO INSIDE DIMENSION SEC SECTION
MARKER
XXO-0
CI
CONTROL JOINT INCDSNT INCANDESCENT SF SQUARE FEET (FOOTAGE)
■
SIM SHEET NUMBER
CL
CENTERLINE INSUL INSULATION SIM SIMILAR
■
CLG
CEILING INT INTERIOR SL SLOPE
A502
DRAWING
CMU
CONCRETE MASONRY UNIT(S) IT JOINT SLNT SEALANT
■
NUMBER
CO
CLEAN-OUT KO KNOCK -OUT SPEC SPECIFICATION
COL
COLUMN LAM LAMINATED SQ SQUARE
ENLARGED
00
CONC
CONCRETE LAV LAVATORY SS STAINLESS STEEL
■
■
CONST
CONSTRUCTION LB POUND STD STANDARD
DETAIL
XX0-
CONT
CONTINUOUS LH LEFT-HAND SIL STEEL
MARKER
SIM SHEET
CT
CERAMIC TILE LP LOW POINT STRUCT STRUCTURAL
■
' I
CTBS
COLOR TO BE SELECTED MAS MASONRY SUSP SUSPENDED
NUMBER
DET
DETAIL MATL MATERIAL Sw SWITCH
OF
DRINKING FOUNTAIN MAX MAXIMUM T TREAD
DIA
DIAMETER MECH MECHANICAL T&B TOP AND BOTTOM
00. DRAWING NUMBER
DIM
DIMENSION MEZZ MEZZANINE T&G TONGUE AND GROOVE
DN
DOWN MFR'D MANUFACTURED T/ (TO) TOP OF
DNS
DO NOT SCALE MFRR MANUFACTURER TEL TELEPHONE
INTERIOR
DR
DOOR MIN MINIMUM TEMP TEMPERED
ELEVATION
00 XXO-0 00
DS
DOWNSPOUT MISC MISCELLANEOUS THRES THRESHOLD
MARKER j
DWG
DRAWING MLDG MOULDING TI TENANTIMPROVEMENr
E
EAST MO MASONRY OPENING TPD TOILET PAPER DISPENSER
EA
EACH MR MOISTURE RESISTANT TS TUBESTEEI
(
OO SHEET NUMBER
EFS
EXT. INSUL AND FIN. SYSTEM MTG MOUNTING TYP TYPICAL
EJ
ELEV
EXPANSION JOINT Mn METAL UNFIN UNFINISHED
ELEVATION MULL MULLION LINO UNLESS NOTED OTHERWISE
NOTE
Qo-00
EOS
EDGE OF SLAB N NORTH VCT VINYL COMPOSITE TILE
MARKERS
EQ
EQUAL NIC NOT IN CONTRACT VERT VERTICAL
EQUIP
EQUIPMENT NO NUMBER VEST VESTIBULE
EW
EACH WAY NOM NOMINAL VWC VINYL WALL COVERING
WINDOW TYPE
OO
EWC
ELECTRICAL WATER COOLER NTS NOT TO SCALE W VEST
MARKER
EXH
EXHAUST Oc ON CENTER W/ WITH
EXST
EXISTING OD UT
MENSION wArEDR
-
EXT
EXTERIOR off OVERHEAD CLOSET
DOOR TYPE
00
FD
FLOOR DRAIN OPG OPENING WD WOOD
MARKER
FE
FIRE EXTINGUISHER OPP OPPOSITE WH WATER HEATER
FIN
FINISH PH PHYSICALLY HANDICAPPED WP WATERPROOF
-
FUR
FLOOR PLAM PLASTIC LAMINATE WR WATER RESISTANT
FLUOR
FLUORESCENT PLAS PLASTER WWM WELDED WIRE MESH
CENTER LINE
BIDDING NOTES
GRID LINE
NEW /EXISTING
- -
1
CONTRACTOR SHALL BE FAMILIAR WITH JOB SITE CONDITIONS AND THE LACK OF SPECIFIC
ELEVATION
+00'-00" i�
INFORMATION ON THE DRAWINGS SHALL NOT RELIEVE HIM OF ANY RESPONSIBILITY. CONTRACTOR
MARKER
ELEVATION NAME
SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE CONSTRUCTION DETAILS BEFORE SUBMITTING
--
--- -- -- - -- - - - - - - -
HIS BID AS NO ALLOWANCES WILL BE MADE BECAUSE OF THE CONTRACTOR'S UNFAMILIARITY WITH
#GYP. BD. LAYERS / SIDE FIRE RATING (hrs)
STUD SIZE INSULATION (if used)
THE ]OB SITE CONDITIONS.
PARTITION
2
PRIOR TO EXECUTING CONSTRUCTION CONTRACT, GENERAL CONTRACTOR MAY BE REQUESTED TO
TYPE MARKER j
_ PM00.00.0(S)
REVISE THEIR BID TO REFLECT THE FINAL CONSTRUCTION SET THAT MAY CONTAIN BIDDING
CT = X— TOP PLATE
ADDENDA'S, REGULATORY COMMENTS, CLIENT REVISIONS, DRAWING CLARIFICATIONS, OR VARIOUS
STUD: M=METAL, W=WOOD CONNECTION TYPE
OTHER MODIFICATIONS.
- ROOM NAME
3
NO DOCUMENT SET OTHER THAN THE CONSTRUCTION SET SHALL BE USED FOR CONSTRUCTION,
ROOM ID
000
NOR ALLOWED AFTER CULMINATION OF THE BIDDING PHASE ON SITE OR DISTRIBUTED TO ANY SUB
MARKER
OOO SF
CONTRACTORS/VENDORS/TRADES WITHOUT CLIENT/ARCHITECT APPROVAL AND SPECIFIC
_
NOTIFICATION TO THE RECIPIENT THAT THE DOCUMENTS BEING PROVIDED ARE NOT THE FINAL
m ROOM NUMBER
CONSTRUCTION SET AND SHALL NOT BE USED FOR CONSTRUCTION.
INTERIOR
XXX -' WALL FINISH
4
IF CONFLICTS EXIST, IN DRAWINGS AND/OR SPECIFICATIONS, THE GENERAL CONTRACTOR IS TO
FINISH
XXX -� WALL BASE
BID THE MOST EXPENSIVE OPTION TO RESOLVE THE CONFLICT UNLESS TOLD OTHERWISE VIA
MARKER
XXX FLOOR FINISH
ADDENDUM.
5
SCOPE OF WORK SHALL INCLUDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, RIGGING ETC. TO
FLOOR FINISH
000
PERFORM THE WORK AS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED FOR A COMPLETE
MARKER
INSTALLATION.
CEILING 1
XX 00 O.S 00 -00 XXOO.O.S
"
6
�� " R ��
WHERE THE TERMS APPROVED EQUAL", EQUAL TO , OR OTHER GENERAL QUALIFYING TERMS ARE
MARKERS
00 -00
USED, IT SHALL BE UNDERSTOOD THAT REFERENCE IS MADE TO THE RULING AND JUDGEMENT OF
- -
- - - -
THE ARCHITECT.
MATERIAL
�
G ERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THE SUB -CONTRACTOR'S ARE BIDDING
MARKERS
7 THE EN
FROM A COMPLETE SET OF DRAWINGS. NO ADD-ONS WILL BE APPROVED BY THE ARCHITECT DUE TO
THE SUBS FAILURE TO COORDINATE BETWEEN ALL DRAWINGS.
8 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL WORK BY ALL
TRADES, INCLUDING THOSE PROVIDED AND DIRECTED BY THE OWNER.
CODE DATA
ALL BUILDING AND OCCUPANCY DATA SHOWN ON SHEET A021
BUILDING CODES IN EFFECT:
• FLORIDA BUILDING CODE, STH EDITION (2014) BUILDING
• FLORIDA BUILDING CODE, 5TH EDITION (2014) EXISTING BUILDING
• FLORIDA BUILDING CODE, STH EDITION (2014) ENERGY CONSERVATION
• FLORIDA BUILDING CODE, 5TH EDITION (2014) FUEL GAS
• FLORIDA BUILDING CODE, 5TH EDITION (2014) PLUMBING
• FLORIDA BUILDING CODE, 5TH EDITION (2014) MECHANICAL
• FLORIDA BUILDING CODE, 5TH EDITION (2014) TEST PROTOCOLS
• 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
• CITY OF SANFORD 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,
AND BUILDING RISK CATEGORY II.
B. THE BUILDING IS DESIGNED AS AN ENCLOSED BUILDING.
NORTH
ARROW
DRAWING
TITLE TAG
REVISION
CLOUD
TRUE PROJECT
NORTH NORTH
00 VIEW NAME
SCALE: -0"
GENERAL NOTES
1 THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING
ANY WORK.
2 ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE CODES AND RESTRICTIONS ENFORCED BY
AUTHORITIES HAVING JURISDICTION.
3 DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL DIMENSIONS ON FLOOR PLANS
INDICATE NOMINAL WIDTH UNLESS NOTED OTHERWISE ON DRAWINGS. DETAILS SHALL GOVERN
OVER PLAN AND ELEVATIONS DRAWINGS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL
DETAILS. CONTACT ARCHITECT FOR UNKNOWN DIMENSIONS.
4 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT LOCAL UTILITY COMPANIES
TO LOCATE ALL EXISTING UTILITIES AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR
SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY
DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. ALL FINAL
CONNECTIONS FROM THE BUILDING TO EXISTING UTILITIES SHALL BE BY THIS CONTRACTOR.
5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE SITE AS REQUIRED IN THE
CONTRACT DOCUMENTS.
6 ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE CONTRACTOR AND ALL AREAS SHALL
BE LEFT IN A CLEAN CONDITION AT ALL TIMES DURING CONSTRUCTION.
7 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE
OCCUPANTS 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 METAL
STUD GAUGES AND DESIGN STUD FRAMING. METAL STUD GAUGES SHALL MEET RECOMMENDATIONS
AND/OR REQUIREMENTS OF THE STUD MFR'R AND ALL APPLICABLE CODES. SHOP DRAWINGS SHALL
BE SUBMITTED TO THE ARCHITECT FOR REVIEW.
9 PROVIDE DRAFT STOPPING IN CANOPIES AT INTERVALS NOT TO EXCEED 3,000 SQ. FT. & WHERE
SPECIFICALLY CALLED FOR ON DRAWINGS. DRAFT STOPPING SHALL BE 1/2" GYP. BD. ON ONE SIDE
OF LIGHT GAUGE METAL FRAMING.
10 CONTRACT SHALL OBTAIN A COPY OF THE SOILS INVESTIGATION REPORT FROM THE OWNER, AND
SHALL COMPLY WITH ALL REQUIREMENTS OF THE REPORT.
11 DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED. THE
CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT ANY DISCREPANCIES WHICH MAY OCCUR PRIOR
TO COMMENCING ANY CONSTRUCTION.
12 DO NOT OBSTRUCT STREETS, SIDEWALKS, ALLEYS OR OTHER RIGHT-OF-WAYS WITHOUT FIRST
OBTAINING PROPER PERMITS.
13 ALL FIRE -RATED CONSTRUCTION SHALL CONFORM TO UL TESTED STANDARDS AND/OR LOCAL
REQUIREMENTS.
14 ALL PENETRATIONS THRU FIRE RATED CONSTRUCTION SHALL COMPLY WITH UL & ALL APPLICABLE
CODES & ORDINANCES.
15 ALL EXTERIOR MATERIALS TO MEET ALL LOCAL & STATE WIND & IMPACT TEST REQUIREMENTS.
SUBMIT PRODUCT APPROVAL NUMBERS TO AUTHORITY HAVING JURISDICTION FOR REVIEW IN
ACCORDANCE WITH THEIR REQUIREMENTS.
16 DIMENSIONS ARE TO COLUMN GRID, FACE OF MASONRY, FACE OF METAL STUD, UNO.
17 CONTRACTOR TO PROVIDE & INSTALL 2A10BC FIRE CLASS A LIGHT (LOW) HAZARD FIRE
EXTINGUISHERS AS REQUIRED BY LOCAL FIRE MARSHAL COORDINATE LOCATIONS / PLACEMENTS
WITH FIRE MARSHAL. INSTALL QUANTITY AS REQUIRED SO AS NOT TO EXCEED 75' OF TRAVEL TO
AN EXTINGUISHER.
18 ALL INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH NFPA 101, CHAPTER 10 AND FBC-B
SECTION 803.
19 NAILERS, BLOCKING, AND OTHER ROUGH CARPENTRY ITEMS INDICATED AS "WOOD", "TREATED
WOOD", OR "PT WOOD" SHALL BE TREATED FOR FIRE RESISTANCE.
20 JOINTS WHICH OCCUR IN RATED PARTITIONS SHALL BE STAGGERED IN ACCORDANCE WITH THE
DESIGN ASSEMBLY REQUIREMENT. WHERE OPENINGS ARE MADE IN EXISTING RATED PARTITIONS,
OR WHERE OPENINGS IN EXISTING PARTITIONS ARE CLOSED, THE EXISTING GYPSUM BOARD MAY
BE REMOVED ON ONE SIDE OF THE PARTITIONS BACK TO THE NEXT STUD TO ASSURE THE PROPER
STAGGERING OF THE JOINTS.
21 SEAL / CAULK PERIMETER OF RATED WALLS AND PENETRATIONS OF RATED WALLS IN ACCORDANCE
WITH APPLICABLE UL DESIGN AND REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION.
-B 703.7, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE
22 PER FBC
PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS
SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH
IDENTIFICATION 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 30
FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND
3) INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8 INCH STROKE IN
A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING: "FIRE AND/OR SMOKE
BARRIER - PROTECT ALL OPENINGS" OR OTHER WORDING.
23 ELECTRICAL DEVICES WHICH OCCUR IN RATED PARTITIONS SHALL BE LOCATED SO THAT BACK
BOXES WITHIN A SINGLE STUD CAVITY SHALL NOT EXCEED A TOTAL OF 16 SQUARE INCHES IN AREA
OR EXCEED A TOTAL OF 100 SQUARE INCHES IN ANY 100 SQUARE FEET OF WALL AREA. ON
OPPOSITE SIDES OF WALLS OR PARTITIONS SHALL BE SEPARATED BY A MIN. HORIZ. DISTANCE OF
24". WHERE THIS REQUIREMENT CANNOT BE MET, BACK BOXES IN EXCESS OF THE ALLOWED
MAXIMUM SHALL BE BACKED WITH PUTTY PADS.
24 SHELVING MUST BE MOUNTED SO AS NOT TO ALLOW STORAGE WITHIN 18 INCHES OF THE FIRE
SPRINKLER NOZZLE HORIZONTAL PLANE.
25 IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY ALL WATERPROOFING AND
FLASHING CONDITIONS. IF THERE IS NOT A DETAIL FOR THE WATERPROOFING CONDITION, IT IS
THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONTACT THE ARCHITECT OR
WATERPROOFING CONSULTANT PRIOR TO CONSTRUCTION.
3790 S*nkwd AVOM
r KVJ Cl. I LUI.H FIO N
CONTACT INFORMATION
OWNER / TENANT
Teen Challenge Southeast Region - Orlando
3706 Sanford Ave.
Sanford, FL 32773
CONTACT PERSON:
Jerry Nance
jerry.nance@teenchallenge.cc TEEN CHALLENGE
www.teenchallenge.cc
t: 706-596-8731
f: 706-596-8732
ARCHITECT
Scott + Cormia Architecture and Interiors, LLC
429 S. Keller Road, Suite 200 SCOTT+
Orlando, FL 32810
CONTACT PERSON:
CORIVIIA
Angel Ortiz
aortiz@scottcormia.com
www.scottcormia.com
t: 407-838-8450
STRUCTURAL
IBC Engineering Design Services; Inc.
2295 S. Hiawassee Road, Suite 411
Orlando FL 32835
CONTACT PERSON:
IBC
Hasan Arouri; P.E.
hasan@ibc-engineeringdesign.comoil
www.ibc-engineeringdesign.com iMemational Blrgdln9 Conus d
t: 407-826-1000 �n9 �S"ces int
MECH / PLUMB / ELEC
IBC Engineering Design Services; Inc.
2295 S. Hiawassee Road, Suite 411
CONTACT PERSON: IBC Song Sayprasith; P.E.
song@ibc-engineeringdesign.com InierTtknal i3uling Consultants d
www.ibc-engineeringdesign.com Engineering Design kkrWces Inc.
t: 407-826-1000
CIVIL
COVER SHEET -ADMINISTRATION BLDG
Tri 3 Civil Engineering Design Studio, Inc.
P.O. Box 520062
■
Longwood, FL 32752
CONTACT PERSON:
G002
Constance A. Owens, PE, LEED AP
cowens@tri3-eng.com
■
www.tri3-eng.com
NOA'S
t: 407-488-9456
S101A
f: 407-641-9993
■
CONTRACTOR
NOA'S
The Collage Companies
ROOF FRAMING PLAN - ADMIN BLDG
585 Technology Park
■
Lake Mary, FL 32746
FLOOR PLAN -ADMINISTRATION BLDG
■
■
CONTACT PERSON:
■o"COLLAGE
Brian Walsh
CONS TkUCTION r INTEGRATED SERVICES
bwaish@coliage-usa.com
■
www.coliage-usa.com
■
t: 407-829-22574�
t ;� i a sib/ +
i r IJ 3 00i
f: 407-829-2258
■
■
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SHEET INDEX
# DESCRIPTION SUBMISSION
11213141516
GENERAL
GOOOA
COVER SHEET -ADMINISTRATION BLDG
■
■
■
S002A
LIFE SAFETY PLAN, DETAILS & LEGEND - ADMINISTRATION BLDG
G002
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■
■
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■
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A011
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■
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■ ■
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LIFE SAFETY PLAN, DETAILS & LEGEND - ADMINISTRATION BLDG
■
■
■
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NOA'S
■
S101A
STRUCTURAL FLOOR PLAN - ADMIN BLDG
■
A026
NOA'S
S201A
ROOF FRAMING PLAN - ADMIN BLDG
■
■
A102
FLOOR PLAN -ADMINISTRATION BLDG
■
■
■
■
A104
REFLECTED CEILING PLAN - ADMINISTRATION BLDG
■
■
■
A121
FRAMING PLAN - ADMINISTRATION BLDG
■
■
■
A123
FRAMING DETAILS & PARTITION TYPES
■
■
■
■
A201
ROOF PLAN - ADMINISTRATION BLDG
■
■
■
■
A302
EXTERIOR ELEVATIONS - ADMINISTRATION BLDG
■
■
■
■
A401
BUILDING SECTIONS - ADMINISTRATION BLDG
■
■
■
A403
WALL SECTIONS & DETAILS - ADMINISTRATION BLDG
■
■
■
A410
WALL SECTIONS & DETAILS
■
■
■
A501
ENLARGED FLOOR PLAN - ADMINISTRATION BLDG
■
■
■
A502
ENLARGED FLOOR PLAN - COUNSELING BLDG
■
■
■
A510
CORRUGATED METAL CLADDING DETAIL
■
■
A801A
DOOR & HARDWARE SCHEDULES AND NOTES - ADMIN BLDG
■
■
■
A802
WINDOW SCHEDULE, DETAILS & LEGEND
■
■
■
A803
GLAZING ELEVATIONS - ADMINISTRATION BLDG
■
■
■
A901
WATERPROOFING DETAILS
■
■
STRUCTURAL
S001A
STRUCTURAL GENERAL NOTES
■
■
■ ■
S002A
STRUCTURAL GENERAL NOTES & ABBREVS.
■
■
■
S003A
WIND PRESSURE DIAGRAMS
■
■
■
S101A
STRUCTURAL FLOOR PLAN - ADMIN BLDG
■
■
■
S201A
ROOF FRAMING PLAN - ADMIN BLDG
■
■
■
S301A
EXTERIOR STRUCTURAL ELEVATIONS- ADMIN BLDG
■
■
■
S302A
FRAMING SECTIONS - ADMINISTRATION BLDG
■
S303A
FRAMING SECTIONS - ADMINISTRATION BLDG
■
S401A
FRAMING SECTIONS - ADMINISTRATION BLDG
■
■
S402A
FRAMING SECTIONS - ADMINISTRATION BLDG
■
■
S501A
FOUNDATION DETAILS
■
■
■
S601A
TYPICAL MASONRY DETAILS
- ■
■
■
MECHANICAL
M001A
LEGEND, SYMBOLS AND NOTES - MECHANICAL
■
■
■
■
M201A
ADMINISTRATION BUILDING - MECHANICAL PLAN
■
■
■
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M301A
DETAILS - MECHANICAL
eon
EL201A
ADMINISTRATION BUILDING - LIGHTING PLAN
■
M401A
SCHEDULES -MECHANICAL
■
■
■
■
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P001A
I LEGEND, SYMBOLS AND NOTES - PLUMBING
111110
■
■
■
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minim
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E301A
11111111111
minim
50% DD SET 50% DD SET OWNER REVIEW
■
EL201A
ELECTRICAL
E001A
LEGEND, SYMBOLS AND NOTES - ELECTRICAL
111110
1
S#
E002A
SPECIFICATIONS - ELECTRICAL
minim
1
SCHEMATIC DESIGN SET 30% OWNER REVIEW
E301A
RISERS, DETAILS AND PANEL SCHEDULES - ELECTRICAL
minim
50% DD SET 50% DD SET OWNER REVIEW
■
EL201A
ADMINISTRATION BUILDING - LIGHTING PLAN
■
■
■
EP201A
ADMINISTRATION BUILDING - POWER PLAN
■
■
■
SHEET INDEX LEGEND
■ = sheet submitted (with revisions)
o = sheet submitted (without revisions)
X = sheet removed
SHOP DRAWINGS/SUBMITTALS
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, IN PDF
FORMAT. HARD COPIES SHALL NOT BE ACCEPTED. SHOP DRAWINGS MUST BE REVIEWED BY THE
CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT. THE TERM "SHOP DRAWINGS" ALSO
INCLUDES MANUFACTURERS SPECIFICATIONS "CUT SHEETS".
BY SUBMITTING SHOP DRAWINGS, THE CONTRACTOR WARRANTS THAT THEY HAVE REVIEWED THE
SHOP DRAWINGS, COORDINATED THE SHOP DRAWINGS WITH ALL RELATED TRADES, VERIFIED ALL
DIMENSIONS 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 BE
RETURNED WITHOUT REVIEW OR COMMENT.
REVIEW OF SHOP DRAWINGS BY THE DESIGN TEAM IS SOLELY FOR CONFORMANCE WITH THE DESIGN
CONCEPT OF THE PROJECT AND FOR COMPLIANCE WITH INFORMATION ALREADY GIVEN IN THE
CONSTRUCTION DOCUMENTS. APPROVAL OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR
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 BE
CONSTRUCTED WHERE RELATED TO THE SHOP DRAWINGS UNTIL AFTER THE SHOP DRAWINGS HAVE
BEEN 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 SHALL
NOT BE RESPONSIBLE FOR DELAYS CAUSED BY THE CONTRACTOR'S FAILURE TO PLAN.
THE ARCHITECTURAL SHOP DRAWINGS REQUIRED ARE AS FOLLOWS:
1. STOREFRONT SYSTEMS
2. METAL AWNINGS
REVISION3. FIRE -RATED ACCESS PANELS
4. MILLWORK
S. WATERPROOFING
6. EXTERIOR WINDOWS AND DOORS
7. EXTERIOR SIDING AND ACCESSORIES
8. ROOF TRUSSES
9. PLUMBING FIXTURES PERMIT #
10. LIGHTING FIXTURES
11. BATHROOM ACCESSORIES
12. RESTROOM ACCESSORIES
13 FIRESTOP SYSTEMS
SCOTT +
CORMIA
Scott + Cormia Architecture and Interiors, LLC
429 S. Keller Road, Suite 200
Orlando, Florida 32810
t.407-660-2766 AA26002980
f. 407-875-3276
www.scottcorTnia.com
0 0WflgR 2017 AN R19fts Raelmd
project
s e a
SUBMISSION
INDEX
1
S#
DESCRIPTION
ABBREVIATED DETAILED
ISSUED TO
DATE
1
SCHEMATIC DESIGN SET 30% OWNER REVIEW
OWNER
2017 APRIL 26
2
50% DD SET 50% DD SET OWNER REVIEW
OWNER
2017 JUNE 02
3
BID SET 100% OWNER BID SET
OWNER
2017 JUNE 30
4
100% CD PERMIT SET 100% CD PERMIT SET
OWNER
2017 AUG 21
5
PERMIT COMMENTS PERMIT COMMENT RESPONSE
CITY OF SANFORD
2017 OCT 24
7
VE & GC REVISIONS VE & GC REVISIONS
CITY OF SANFORD
2018 MARCH
02
SHOP DRAWINGS/SUBMITTALS
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, IN PDF
FORMAT. HARD COPIES SHALL NOT BE ACCEPTED. SHOP DRAWINGS MUST BE REVIEWED BY THE
CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT. THE TERM "SHOP DRAWINGS" ALSO
INCLUDES MANUFACTURERS SPECIFICATIONS "CUT SHEETS".
BY SUBMITTING SHOP DRAWINGS, THE CONTRACTOR WARRANTS THAT THEY HAVE REVIEWED THE
SHOP DRAWINGS, COORDINATED THE SHOP DRAWINGS WITH ALL RELATED TRADES, VERIFIED ALL
DIMENSIONS 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 BE
RETURNED WITHOUT REVIEW OR COMMENT.
REVIEW OF SHOP DRAWINGS BY THE DESIGN TEAM IS SOLELY FOR CONFORMANCE WITH THE DESIGN
CONCEPT OF THE PROJECT AND FOR COMPLIANCE WITH INFORMATION ALREADY GIVEN IN THE
CONSTRUCTION DOCUMENTS. APPROVAL OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR
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 BE
CONSTRUCTED WHERE RELATED TO THE SHOP DRAWINGS UNTIL AFTER THE SHOP DRAWINGS HAVE
BEEN 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 SHALL
NOT BE RESPONSIBLE FOR DELAYS CAUSED BY THE CONTRACTOR'S FAILURE TO PLAN.
THE ARCHITECTURAL SHOP DRAWINGS REQUIRED ARE AS FOLLOWS:
1. STOREFRONT SYSTEMS
2. METAL AWNINGS
REVISION3. FIRE -RATED ACCESS PANELS
4. MILLWORK
S. WATERPROOFING
6. EXTERIOR WINDOWS AND DOORS
7. EXTERIOR SIDING AND ACCESSORIES
8. ROOF TRUSSES
9. PLUMBING FIXTURES PERMIT #
10. LIGHTING FIXTURES
11. BATHROOM ACCESSORIES
12. RESTROOM ACCESSORIES
13 FIRESTOP SYSTEMS
SCOTT +
CORMIA
Scott + Cormia Architecture and Interiors, LLC
429 S. Keller Road, Suite 200
Orlando, Florida 32810
t.407-660-2766 AA26002980
f. 407-875-3276
www.scottcorTnia.com
0 0WflgR 2017 AN R19fts Raelmd
project
s e a
Ra ft, AIA
FL. REG. W AR0008232
2018 MARCH 02
To the best of our knowledge, belief and
professional judgement, these plans and
specifications are in compliance with the
applicable building codes.
submissions
#
DATE
MOND L 1900
1
CO
SCHEMATIC DESIGN SET
2
2017 JUNE 02
AR 0 008232
,
�
" C., .
Ra ft, AIA
FL. REG. W AR0008232
2018 MARCH 02
To the best of our knowledge, belief and
professional judgement, these plans and
specifications are in compliance with the
applicable building codes.
submissions
#
DATE
DESCRIPTION
1
2017 APRIL 26
SCHEMATIC DESIGN SET
2
2017 JUNE 02
50% DD SET
3
2017 JUNE 30
BID SET
4
2017 AUG 21
100% CD PERMIT SET
5
2017 OCT 24
PERMIT COMMENTS
7
2111 MARCH
02
VE & GC REVISIONS
drawing info
PROJECT # : 16126
DRAWN BY: AO
CHECKED BY: RS
sheet number
COVER SHEET - ADMINISTRATION BLDG
14. FLOORING & UNDERLAYMENT
15. INSULATION
REFER TO OTHER DISCIPLINES' DRAWINGS FOR ADDITIONAL SUBMITTAL REQUIREMENTSSITE
GOOOA.
EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
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RCP NOTES
1 CONTRACTOR TO PROVIDE CEILING SAMPLES FOR OWNER
APPROVAL. ALTERNATES TO BE APPROVED BY ARCHITECT.
2 ALL CEILING HEIGHTS ARE ABOVE FINISHED FLOOR,
3 IN CASE OF DISCREPANCIES IN LOCATION OF COMPONENTS
WITH ELECTRICAL DRAWINGS, THE REFLECTED CEILING PLAN
SHALL GOVERN.
4 SINGLE LIGHT FIXTURES IN GYPSUM BOARD CEILINGS TO BE
CENTERED IN BOTH DIRECTIONS UNO.
5 ACCESS PANELS TO BE PAINTED TO MATCH ADJACENT CEILING
FINISH UNO.
6 LOUVERS AND PANEL FRONTS SHALL BE SPRAY PAINTED TO
MATCH ADJACENT SURFACES, INCLUDING FACTORY FINISHED
ITEMS, UNO. BRUSH PAINTING OF THESE ITEMS WILL NOT BE
PERMITTED.
7 ALL EXPOSED GYPSUM BOARD SHALL BE SEALED WITH ONE COAT
OF SEALER, FOLLOWED BY TWO COATS PER PAINT FINISH W/
SMOOTH FINISH.
8 DO NOT LOCATE ANY JUNCTION BOXES, HVAC BOXES,
TRANSFORMERS, ETC. ABOVE HARD CEILING AREA. ANY ITEMS
ABOVE HARD CEILING REQUIRING AN ACCESS PANEL SHALL BE
RELOCATED SO AS TO AVOID NECESSITY OF ACCESS PANEL.
9 APPROVAL FOR ANY ADDITIONAL ACCESS PANELS REQUIRED IN
ANY CONSTRUCTION WITHIN THIS PROJECT SHALL BE
REQUESTED IN WRITING TO THE ARCHITECT.
10 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
COORDINATE ALL AUDIOVISUAL REQUIREMENTS WITH TENANT
AND/OR AV CONSULTANT.
11 ARCHITECTURAL CEILING PLAN SHALL GOVERN FOR LOCATIONS
OF ALL DEVICES AS SHOWN. ENGINEERING DOCUMENTS SHALL
PREVAIL ONLY IN CASE OF SCOPE OF WORK AND ELEMENTS
OCCURRING ABOVE CEILING. DISCREPANCIES BETWEEN
ARCHITECTURAL AND ENGINEERING DOCUMENTS MUST BE
BROUGHT TO THE ARCHITECT'S ATTENTION.
KEYNOTE LEGEND
# DESCRIPTION
7-61
3" SOFFIT VENT
8-7
NON -RATED CEILING ACCESS HATCH - 22"X36"
10-18
PREFABRICATED CANOPY
23-2
SUPPLY AIR DEVICES (SEE MECHANICAL)
23-3
RETURN AIR DEVICE (SEE MECHANICAL)
26-1
1 LIGHT FIXTURE (SEE ELECTRICAL)
CEILING LEGEND
r,-_1,_"
-_ --I
2
GYPSUM WALL BOARD ON METAL STUD
50% DD SET
- -
2017 JUNE 30
SEE CEILING SOFFIT SCHEDULE
4
WALL SCONCE LIGHT FIXTURES
(SEE ELECTRICAL)
100% CD PERMIT SET
O
RECESSED CAN LIGHT FIXTURE
W & GC REVISIONS
SEE ELECTRICAL
OPENDANT
LIGHT FIXTURE
(SEE ELECTRICAL)
0
PENDANT -M OUNTED FLUORESCE NT STRIP F RE
IX1TJ
SEE ELECTRI L
( CA
EXIT SIGN - TYPENT
C ERED ABOVE DOOR
(SEE ELECTRICAL AND D LIFE SAFETY
EMERGENCY LIGHT G FIXTURE
(SEE ELECTRICAL AND LIFE SAFETY)
EXHAUST FAN
( SEE MECHANICAL)
SUPPLY DIFFUSER
FUS R
(SEE MECHANICAL)
®
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Vi
SEE MECHANICAL)
CAL )
L0 ...
CEILING ACCESS HATCH
CD
PERMIT #___1/2Z_— -;1/d'5 8
SCOTT +
CORMIA
'-'-\-
Scott + Cormia Architecture and Interiors, LLC
429 S. Keller Road, Suite 200
Orlando, Florida 32810
t. 407-660-2766 AA26002980
f. 407-875-3276
www.scottcormia.com
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2018 MARCH 02
To the best of our knowledge, belief and
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submissions
#
DATE
DESCRIPTION
2
2017 JUNE 02
50% DD SET
3
2017 JUNE 30
BID SET
4
2017 AUG 21
100% CD PERMIT SET
7
2018 LARCH
W & GC REVISIONS
drawing info
PROJECT # : 16126
DRAWN BY: AO
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sheet number
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ADMIN BLDG CROSS SECTION
SCALE: 1/4" = V-0"
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HIGH PARAPET
MID PARAPET
LOW PARAPET
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1 STRUCTURAL ELEMENTS SHOWN FOR REFERENCE ONLY. SEE
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2 FURNITURE PROVIDED BY TENANT & SHOWN FOR REFERENCE
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3 ELEVATION HEIGHT 0'-0" IS FOR REFERENCE ONLY. SEE CML
FOR ACTUAL FINISHED FLOOR HEIGHT.
KEYNOTE LEGEND
# DESCRIPTION
6-8
PRE-ENGINEERED WOOD ROOF TRUSSES W/ SLOPED
TOP CHORD (BY SPECIALTY ENGINEER)
7-29
-
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G
7-60
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9-40
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10-18
PREFABRICATED CANOPY
11-7
KNOX BOX
12-2
FURNITURE (SHOWN FOR REFERENCE ONLY)
22-10
HI -LOW DRINKING FOUNTAIN (SEE PLUMBING)
26-1
LIGHT FIXTURE (SEE ELECTRICAL)
ADMIN BLDG CROSS SECTION
SCALE: 1/4" = 1'-0"
ADMIN BLDG LONGITUDAL SECTION
SCALE: 1/4" = 1'-0"
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.
5
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SCOTT +
CORMIA
Scott + Cormia Architecture and Interiors, LLC
429 S. Keller Road, Suite 200
Orlando, Florida 32810
t.407-660-2766 AA26002980
f. 407-875-3276
www.scottcormia.com
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FL REG. 0 AR0008232
2018 MARCH 02
To the best of our knowledge, belief and
professional judgement, these plans and
specifications are in compliance with the
applicable building codes.
submissions
#
DATE
DESCRIPTION
2
2017 JUNE 02
50% DD SET
3
2017 JUNE 30
BID SET
4
2017 AUG 21
100% CD PERMIT SET
7
2018 OMARCH
VE & GC REVISIONS
drawing info
PROJECT # :
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CMU (SEE STRUCTURAL)
SOFFIT DETAIL AT OPEN CELING
SCALE: 1 1/2" = 1'-0"
6
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SCHEDULE)
SOFFIT DETAIL AT CONCEALED CELING
SCALE: 1 1/2" = V-0"
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SCALE: 1/2" = V-0"
�i WALL SECTION
+10'-0" OIL
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1 11 1
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). FOOTING T.O.
NOTE: GC TO PROVIDE CANOPY SHOP
DRAWINGS FOR ARCHITECT/OWNER APPROVAL
COL. CAP PLATE. SHOP WELDED
ALL AROUND (SEE Sl
METAL DECK (SEE
14 GA. CLOSURE PI
STRUCTURAL)
STEEL PURLIN
STRUCTURAL)
STEEL BEAM (SEE
STEEL COLI
STRUCTURI
CANOPY DETAIL
SCALE: 1 1/2" = 1'-0"
BED OF URETHb
SEALANT
METAL FLAE
ROOFING MEMI
HEAT WELD AS I
ETAL DECK (SEE
STEEL PURI
STRUCTUR/
EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
CANOPY DETAIL
SCALE: 1 1/2" = 1'-0"
—MID -F
CANT STRIP
D SHEATHING (SEE
D SHEATHING (SEE
LT, TYP. (SEE
LATE (SEE STRUCT.)
-OCKING (SEE A
A
WALL SECTION NOTES
1 PARAPET DIMENSIONS ARE TO TOP OF STUD AND HAILERS
OCCUR ABOVE THIS DIMENSIONED HEIGHT.
2 STRUCTURAL ELEMENTS SHOWN FOR REFERENCE ONLY. SEE
STRUCTURAL DRAWINGS FOR MORE INFORMATION.
3 ELEVATION HEIGHT 0'-0" IS FOR REFERENCE ONLY. SEE CML
FOR ACTUAL FINISHED FLOOR HEIGHT.
KEYNOTE LEGEND
# DESCRIPTION
3-1
CONCRETE FLOOR SLAB ON GRADE (SEE STRUCTURAL)
R-30 BATT INSULATION Q�
1/2" EXPANSION JOINT FILLER
4-4
ASPHALT SHINGLES OVER ASPHALT SHINGLES OVER
4-6
CMU BOND BEAM (SEE STRUCTURAL)
1'-0" UNDERLAYMENT UNDERLAYMENT
LINTEL (SEE STRUCTURAL)
5-4
OVERHANG
5-22
METAL DECK (SEE STRUCTURAL)
6" POLY -ISO RIGID BOARD j 7
Q(R-30 VALUE)
„
1/2 PLYWOOD SHEATHING 11-011
2-/ 12"
STEEL BEAM (SEE STRUCTURAL)
OVERHANG
STEEL PURLIN (SEE STRUCTURAL)
5-39
1/2" PLYWOOD SHEATHING
5-41
_
WOOD TRUSS (RE: _
14 GA. CLOSURE PLATE (SEE STRUCTURAL)
5-51
WOOD TRUSS (RE: STRUCTURAL)
6-8
PRE-ENGINEERED WOOD ROOF TRUSSES W/ SLOPED
TOP CHORD (BY SPECIALTY ENGINEER)
6-62
STRUCTURAL)
6-91
2X8 WOOD BLOCKING (SEE STRUCT.)
-9
093
4" P T N E
1 2" L OD S HI G SE RCT
D R
F I
7-24
EAVE FLASHING
7-29
6" POLY -ISO RIGID BOARD (R-30 VALUE)
7-52
ASPHALT SHINGLE ROOFING
EAVE FLASHING
HEAT WELD AS REQ'D
7-69
ROOFING MEMBRANE STRIP
7-97
CONTINUOUS CANT STRIP
7-104
FIBER CEMENT FASCIA
8-1
DOOR & FRAME (SEE DOOR SCHEDULE)
8-4
ALUMINUM STOREFRONT SYSTEM
8-8
WINDOW (SEE WINDOW SCHEDULE)
9-30
CEILING 5/8" TYPE C GYP BD ON RC -1 CHANNELS
BOARD FIBER CEMENT FASCIA BOARD
5/8" GYPSUM BOARD
9-84
FIBER CEMENT LAP SIDING 6" EXPOSURE, SMOOTH
FINISH
9-85
FIBER CEMENT BATTEN
9-87
1X4 FOAM TRIM BAND
9-97
2"x8" SUB -FASCIA 2"x8" SUB -FASCIA
10-18
PREFABRICATED CANOPY
11-7
KNOX BOX
WOOD TRUSS
LIGHT FIXTURE (SEE ELECTRICAL)
— -- — B.O. TRUSS BRNG +10'-0"
— —
;-d B.O. TRUSS BRNG
=
5/8" GYPSUM BOARD
1"x4"FIBER CEMENT TRIM 1"x4"FIBER CEMENT TRIM
o-
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"s - �;
211 PVC CONT SOFFIT VENT
2" PVC CONT SOFFIT VENT
<
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SMOOTH FIBER CEMENT SOFFIT PANEL SMOOTH FIBER CEMENT SOFFIT
�;
a. <
PANEL
1-5/8" METAL STUD
CMU BOND BEAM (SEE
a
STRUCTURAL) CMU BOND BEAM (SEE
"
" POLY -ISO RIGID INSULATIO
STRUCTURAL)
CMU (SEE STRUCTURAL)
SOFFIT DETAIL AT OPEN CELING
SCALE: 1 1/2" = 1'-0"
6
I
v
WINDOW (SEE WINDOW
SCHEDULE)
SOFFIT DETAIL AT CONCEALED CELING
SCALE: 1 1/2" = V-0"
WALL SECTION
SCALE: 1/2" = V-0"
�i WALL SECTION
+10'-0" OIL
2USS BRNG
1 11 1
LEVEL 1- LEVE
_ -1'-4" 1'-4'
). FOOTING T.O.
NOTE: GC TO PROVIDE CANOPY SHOP
DRAWINGS FOR ARCHITECT/OWNER APPROVAL
COL. CAP PLATE. SHOP WELDED
ALL AROUND (SEE Sl
METAL DECK (SEE
14 GA. CLOSURE PI
STRUCTURAL)
STEEL PURLIN
STRUCTURAL)
STEEL BEAM (SEE
STEEL COLI
STRUCTURI
CANOPY DETAIL
SCALE: 1 1/2" = 1'-0"
BED OF URETHb
SEALANT
METAL FLAE
ROOFING MEMI
HEAT WELD AS I
ETAL DECK (SEE
STEEL PURI
STRUCTUR/
EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
CANOPY DETAIL
SCALE: 1 1/2" = 1'-0"
—MID -F
CANT STRIP
D SHEATHING (SEE
D SHEATHING (SEE
LT, TYP. (SEE
LATE (SEE STRUCT.)
-OCKING (SEE A
A
WALL SECTION NOTES
1 PARAPET DIMENSIONS ARE TO TOP OF STUD AND HAILERS
OCCUR ABOVE THIS DIMENSIONED HEIGHT.
2 STRUCTURAL ELEMENTS SHOWN FOR REFERENCE ONLY. SEE
STRUCTURAL DRAWINGS FOR MORE INFORMATION.
3 ELEVATION HEIGHT 0'-0" IS FOR REFERENCE ONLY. SEE CML
FOR ACTUAL FINISHED FLOOR HEIGHT.
KEYNOTE LEGEND
# DESCRIPTION
3-1
CONCRETE FLOOR SLAB ON GRADE (SEE STRUCTURAL)
3-15
1/2" EXPANSION JOINT FILLER
4-4
8" CMU (SEE STRUCTURAL)
4-6
CMU BOND BEAM (SEE STRUCTURAL)
4-7
LINTEL (SEE STRUCTURAL)
5-4
1-5/8" METAL STUD
5-22
METAL DECK (SEE STRUCTURAL)
5-26
STEEL COLUMN (SEE STRUCTURAL)
5-27
STEEL BEAM (SEE STRUCTURAL)
5-31
STEEL PURLIN (SEE STRUCTURAL)
5-39
1/2" METAL PLATE (SEE STRUCT.)
5-41
THROUGH BOLT, TYP. (SEE STRUCT.)
5-49
14 GA. CLOSURE PLATE (SEE STRUCTURAL)
5-51
COL. CAP PLATE. SHOP WELDED ALL AROUND (SEE
STRUCTURAL)
6-8
PRE-ENGINEERED WOOD ROOF TRUSSES W/ SLOPED
TOP CHORD (BY SPECIALTY ENGINEER)
6-62
2X8 WOOD STUD (SEE STRUCTURAL)
6-91
2X8 WOOD BLOCKING (SEE STRUCT.)
-9
093
4" P T N E
1 2" L OD S HI G SE RCT
D R
F I
7-24
-1 B IN ULA O
7-29
6" POLY -ISO RIGID BOARD (R-30 VALUE)
7-52
ASPHALT SHINGLE ROOFING
7-66
HEAT WELD AS REQ'D
7-69
ROOFING MEMBRANE STRIP
7-97
CONTINUOUS CANT STRIP
7-104
BED OF URETHANE OR SILICONE SEALANT
8-1
DOOR & FRAME (SEE DOOR SCHEDULE)
8-4
ALUMINUM STOREFRONT SYSTEM
8-8
WINDOW (SEE WINDOW SCHEDULE)
9-30
CEILING 5/8" TYPE C GYP BD ON RC -1 CHANNELS
9-40
5/8" GYPSUM BOARD
9-84
FIBER CEMENT LAP SIDING 6" EXPOSURE, SMOOTH
FINISH
9-85
FIBER CEMENT BATTEN
9-87
1X4 FOAM TRIM BAND
9-97
CORRUGATED STEEL SIDING
10-18
PREFABRICATED CANOPY
11-7
KNOX BOX
26-1
LIGHT FIXTURE (SEE ELECTRICAL)
WALL SECTION
WALL SECTION
LEVE'.
S
WALL SECTION
T SCALE: 1/2" = V-0" `J� SCALE: 1/2" = V-0" L % SCALE: 1/2" = 1'-0" IIIJ SCALE: 1/2" = 1'-0"
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.
SCOTT +
CORMIA
Scott + Cormia Architecture and Interiors, LLC
429 S. Keller Road, Suite 200
Orlando, Florida 32810
t.407-660-2766 AA26002980
f. 407-875-3276
www.scottcormia.com
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AR0008232
1
L. Ott, AIA
FL. REG. AR0008232
2018 MARCH 02
To the best of our knowledge, belief and
professional judgement, these plans and
specifications are in compliance with the
applicable building codes.
submissions
#
DATE
DESCRIPTION
2
2017 JUNE 02
50% DD SET
3
2017 JUNE 30
BID SET
4
2017 AUG 21
100% CD PERMIT SET
7
2018 M2ARCH
VE & GC REVISIONS
drawing info
PROJECT # : 16126
DRAWN BY: AO
CHECKED BY: RS
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ALWAYS REFER TO THE LATEST DRAWING SET
T
I
EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
UNDERLAYMENT
1 ALL EXTERIOR STUD WALL SHEATHING SHALL BE ZIP-WAL.
T
I
CANOPY SECTION
+10'- "
B.O. TRUSS BRNG
WALL SECTION NOTES
1 PARAPET DIMENSIONS ARE TO TOP OF STUD AND NAILERS
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2 STRUCTURAL ELEMENTS SHOWN FOR REFERENCE ONLY. SEE
STRUCTURAL DRAWINGS FOR MORE INFORMATION.
3 ELEVATION HEIGHT 0'-0" IS FOR REFERENCE ONLY. SEE CML
FOR ACTUAL FINISHED FLOOR HEIGHT.
KEYNOTE LEGEND
# DESCRIPTION
5-32
LAG BOLT (PER AWNING MFR. DWG.)
5-40
ALUMINUM TUBE AWNING SYSTEM
5-104
AWNING BRACKET CONNECTED TO WALL (PER AWNING
MFR. DWG.)
Zt:5
2X8 FRT WOOD STUD (SEE STRUCTURAL)
6-36
CONT. (3) - 2X8 P.T. TOP PLATE (IYP.)
6-62
2X8 WOOD STUD (SEE STRUCTURAL)
6-76
(2) 2"X10" WD. PLATE (SEE STRUCTURAL)
CMU BLOCK PER STRUCT.
(2) 2"X6" WD. PLATE (SEE STRUCTURAL)
7-7
FIELD FABRICATED BREAK METAL PARAPET CAP
FLASHING
7-50
MEMBRANE ROOFING TO GO UP AND OVER PARAPET
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CONTINUOUS SEALANT AROUND STEEL PLATE
7-101
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FINISH
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- HARDSCAPE CLEARANCE
SCALE: 11/2" = V-0"
IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY.
INTERIOR SHEATHING WOOD FRAMING
EXTERIOR SHEATHING
CORRUGATED METAL \ FIBER CEMENT LAP
SIDING SIDING, 6" EXPOSURE
UNDERLAYMENT (SEE LEAVE APPROPRIATE
UNDERLAYMENT NOTES) GAP AND CAULK
LEAVE APPROPRIATE CEMENT FIBER TRIM
GAP AND CAULK BOARD
1 LAP SIDING - PANEL TRANSITION
SCALE: 1 1/2" = V-0"
ROOFING MEMBRANE
UP BACK OF PARAPET
EXTERIOR GRADE
SHEATHING
WOOD FRAMING
UNDERLAYMENT (SEE
UNDERLAYMENT NOTES)
EXTERIOR SHEATHING
FIBER CEMENT LAP
SIDING
LEAVE APPROPRIATE
GAP AND CAULK
LEAVE APPROPRIATE TRIM BOARD
GAP AND CAULK
LAP SIDING - OUTSIDE CORNER @ PARAPET
SCALE: 1 1/2" = 1'-0"
INTERIOR SHEATHING
1" RIGID INSULATION
1-1/2" Z CHANNEL
CMU BLOCK PER STRUCT.
FIBER CEMENT LAP
SIDING
LIQUID -APPLIED WATER
CONTROL LAYER
LEAVE APPROPRIATE
GAP AND CAULK
LEAVE APPROPRIATE TRIM BOARD
GAP AND CAULK
LAP SIDING - OUTSIDE CORNER @ CMU
ALWAYS REFER TO THE LATEST DRAWING SET
T
I
EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
UNDERLAYMENT
1 ALL EXTERIOR STUD WALL SHEATHING SHALL BE ZIP-WAL.
T
I
CANOPY SECTION
+10'- "
B.O. TRUSS BRNG
WALL SECTION NOTES
1 PARAPET DIMENSIONS ARE TO TOP OF STUD AND NAILERS
OCCUR ABOVE THIS DIMENSIONED HEIGHT.
2 STRUCTURAL ELEMENTS SHOWN FOR REFERENCE ONLY. SEE
STRUCTURAL DRAWINGS FOR MORE INFORMATION.
3 ELEVATION HEIGHT 0'-0" IS FOR REFERENCE ONLY. SEE CML
FOR ACTUAL FINISHED FLOOR HEIGHT.
KEYNOTE LEGEND
# DESCRIPTION
5-32
LAG BOLT (PER AWNING MFR. DWG.)
5-40
ALUMINUM TUBE AWNING SYSTEM
5-104
AWNING BRACKET CONNECTED TO WALL (PER AWNING
MFR. DWG.)
6-35
2X8 FRT WOOD STUD (SEE STRUCTURAL)
6-36
CONT. (3) - 2X8 P.T. TOP PLATE (IYP.)
6-62
2X8 WOOD STUD (SEE STRUCTURAL)
6-76
(2) 2"X10" WD. PLATE (SEE STRUCTURAL)
6-77
(2) 2"X6" WD. PLATE (SEE STRUCTURAL)
7-7
FIELD FABRICATED BREAK METAL PARAPET CAP
FLASHING
7-50
MEMBRANE ROOFING TO GO UP AND OVER PARAPET
7-70
CONTINUOUS SEALANT AROUND STEEL PLATE
7-101
CONT. SEALANT BOTH SIDES
9-84
FIBER CEMENT LAP SIDING 6" EXPOSURE, SMOOTH
FINISH
9-87
1X4 FOAM TRIM BAND
9-97
CORRUGATED STEEL SIDING
10-50
NIGHT DROP BOX - INSTALLATION PROVIDED IN FIELD
(BY OTHERS)
SCOTT +
CORMIA
Scott + Cormia Architecture and Interiors, LLC
429 S. Keller Road, Suite 200
Orlando, Florida 32810
t. 407-660-2766 AA26002980
f. 407-875-3276
www.scottcorTnia.com
0 Vfdot 2017 AN Rkjts RWmed
p r o i e c t
SCALE: 1/2" = V-0"
WOOD FRAMING
DESCRIPTION
3
2017 JUNE 30
BID SET
2X8 WOOD STUD (SEE 6
2017 AUG 21
100% CD PERMIT SET
7
STRUCTURAL)
VE & GC REVISIONS
Mh
FIBER CEMENT LAP SIDING 6"
6
10
0
(2) 2"X10" WD. PLATE (SEE
STRUCTURAL)
0
FIELD FABRICATED BREAK METAL
FIELD FABRICATED BREAK METAL
LAG BOLT (PER AWNING MFR.
w
z
DWG.)
PARAPET CAP FLASHING
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PARAPET CAP FLASHING
STRUCTURAL) ff
AWNING BRACKET CONNECTED
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O
DWG.)
LEAVE APPROPRIATE
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2 LAYERS 15# BLDG.
LAP SIDING -INSIDE CORNER
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AND OVER PARAPET
CORRUGATED STEEL SIDING
SCALE: 1 1/2" = V-0"
W
V.
z
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AND OVER PARAPET
FIBER CEMENT LAP SIDING 6"
14C
Ce
2X8 WOOD STUD (SEE
EXPOSURE, SMOOTH FINISH
2X8 WOOD STUD (SEE
2X8 FRT WOOD STUD
U
LL
STRUCTURAL)
2X8 FRT WOOD STUD (SEE
STRUCTURAL)
(SEE
STRUCTURAL)
STRUCTURAL)
Z
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DETAIL PARAPET
WALL SECTION DETAIL
PARAPET
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EXTERIOR GRADE SHEATHING
WOOD FRAMING
DESCRIPTION
3
2017 JUNE 30
BID SET
2X8 WOOD STUD (SEE 6
2017 AUG 21
100% CD PERMIT SET
7
STRUCTURAL)
VE & GC REVISIONS
Mh
FIBER CEMENT LAP SIDING 6"
EXPOSURE, SMOOTH FINISH
ROOFING MEMBRANE
UP BACK OF PARAPET
(2) 2"X10" WD. PLATE (SEE
STRUCTURAL)
LAG BOLT (PER AWNING MFR.
LEAVE APPROPRIATE
EXTERIOR GRADE
DWG.)
GAP AND CAULK
SHEATHING
2X8 FRT WOOD STUD (SEE
STRUCTURAL) ff
AWNING BRACKET CONNECTED
TRIM BOARD
TO WALL (PER AWNING MFR.
O
DWG.)
LEAVE APPROPRIATE
GAP AND CAULK
FIBER CEMENT LAP
SIDING
UNDERLAYMENT (SEE
CONTINUOUS SEALANT AROUND
UNDERLAYMENT NOTES)
STEEL PLATE
EXTERIOR SHEATHING
LAP SIDING -INSIDE CORNER
PARAPET
WALL SECTION DETAIL
6
SCALE: 1 1/2" = V-0"
SCALE: 1 1/2" =
LEAVE APPROPRIATE
GAP AND CAULK
TRIM BOARD
LEAVE APPROPRIATE
GAP AND CAULK
FIBER CEMENT LAP
SIDING
LIQUID -APPLIED WATER
CONTROL LAYER
EXTERIOR SHEATHING
INTERIOR SHEATHING
1" RIGID INSULATION
1-1/2" Z CHANNEL
CMU BLOCK PER STRUCT.
LAP SIDING - INSIDE CORNER @ CMU
SCALE: 11/2" = 1'-0" L SCALE: 11/2" = 1'-0"
THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET.
6
2X8 WOOD STUD (SEE
STRUCTURAL)—�
2X8 FRT WOOD STUD (SEE
STRUCTURAL)
WALL SECTION DETAIL
:.O/ SCALE: 11/2" = V-0"
EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
CONTINUOUS SEALANT AROUND
STEEL PLATE
LAG BOLT (PER AWNING MFR.
DWG.)
ALUMINUM TUBE AWNING
SYSTEM
drawing info
(2) 2"X6" WD. PLATE (SEE PROJECT # : 16126
STRUCTURAL)
DRAWN BY: AO
CHECKED BY: RS
FIBER CEMENT LAP SIDING 6"
EXPOSURE, SMOOTH FINISH sheet number
WALL SECTIONS & DETAILS
PERMITA410
seal .-
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�,(MOND C SC , 3''
AR
OGC).S_-, ,
tt, AIA
NREGG# AR0008232
2018 MARCH 02
To the best of our knowledge, belief and
professional judgement, these plans and
specifications are in compliance with the
applicable building codes.
submissions
#
DATE
DESCRIPTION
3
2017 JUNE 30
BID SET
4
2017 AUG 21
100% CD PERMIT SET
7
20180MARCH
VE & GC REVISIONS
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S201 A
STRUCTURAL ROOF FRAMING PLAN — ADMINISTRATION BLDG
3116" =1'-0"
ROOF FRAMING PLAN NOTES:
1. COORDINATE ALL ROOF SLOPES, DIMENSIONS, ELEVATIONS AND FINISH DETAILS WITH ARCHITECTURAL DRAWINGS.
2. ROOF DECK SHALL BE COMPOSED OF %" THICK PLYWOOD SHEATHING FASTENED AS REQUIRED TO TOP OF WOOD FLOOR FRAMING (SEE GENERAL NOTES FOR
ADDITIONAL INFORMATION).
3. ROOF FRAMING SHALL BE COMPOSED OF PRE-ENGINEERED, PRE -FABRICATED WOOD TRUSSES INDICATED SPACED AT 24" O.C. MAX. (SHALL BE DESIGNED AND
DETAILED BY FABRICATOR'S SPECIALLTY ENGINEER IN ACCORDANCE WITH THE DESIGN CRITERIA INDICATED IN THE GENERAL NOTES. SUBMIT SIGNED AND
SEALED SHOP DRAWINGS AND CALCULATIONS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION, TYPICAL.
4. ROOF TRUSSES SHALL BE FABRICATED USING 2x6 LUMBER EXCEPT HIGH END VERTICAL CHORD WHICH SHALL BE EXTENDED TO FORM PARAPET WOOD STUD
WALL AND SHALL BE FABRICATED USING 2X8 LUMBER (TYP., U.N.O.).
5. ALL WALLS PARAPETS SHALL BE PRE -FABRICATED WITH ROOF JOISTS AS INDICATED (SEE SECTIONS AND DETAILS FOR ADDITIONAL INFORMATION).
6. MONOSLOPED ROOF TRUSSES TYPE -1 SPACED 24" O.C. MAX WITH TOP CHORD SLOPED 2"/FT AS SHOWN ON SECTIONS AND DETAILS (TYP., U.N.0)
7. TRUSSES TYPE -II, TYPE -III, TYPE -VI, TYPE -V AND TYPE -VI INDICATES MONOSLOPED TRUSS MOMDIFIED WITH HIGH END VERTICAL CHORD WHICH SHALL BE
EXTENEDED TO FORM PARAPET WOOD STUD WALL (SEE ROOF FRAMING PLAN, TYP.)
8. INDICATES 1-1/2" - 20 GA. GALV. TYPE -13 "WIDE -RIB" METAL DECK BY "VULCRAFT" OR EQUA (SEE GENERAL NOTES FOR ADD'L DETAILS, TYP.)
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.
ATE
/7- OJ3514p'
PROJECT
NORTH
SCOTT +
CORMIA
Scott + Cormia Architecture and Interiors,
LLC
429 S. Keller Road, Suite 200
Orlando, Florida 32810
t.407-660-2766 AA26002980
f. 407-875-3276
® mares 2117 AM RVt5
Structural
41JI) IBC
International Building Consultants d
Engineering Design Services Inc.
2295 S. Hiawassee Road, Suite 411
Orlando, Florida 32835
D.407-826-1000
C. 407-312-9585
project
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Hasan S. Arouri
FL. LIC. # 53319
2018 MARCH 02
To the best of our knowledge, belief and
professional judgement, these plans and
specifications are in compliance with the
applicable building codes.
submissions
#
DATE
DESCRIPTION
1
2017 APR 26
SCHEMATIC DESIGN SET
2
2017 JUN 02
50% DD SET
3
2017 JUN 30
BID SET
4
2017 AUG 21
100% CD PERMIT SET
5
2017 NOV 08
PERMIT COMMENTS
7
2018 OMARCH
VE & GC REVISIONS
drawing info
PROJECT # : IBC -17017
DRAWN BY: WGL
CHECKED BY: HSA
sheet number
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I
PRE-ENGINEERED, PRE-
FABRICATED MONOSLOPE
WOOD TRUSS
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w/ (2)45 BARS
7BEAM
TOP & MIDDLE, (2)47
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S302A) 114" =1'-0"
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WOOD TRUSS
(2) - 2x8 TOP PLATES
16" DEEP
BOND BEAM
8" THICK
CMU WALL
LOW PARAPET
16'-0"
T.O. WALL
10'-0"
B.O. BOND BEAM
8'-8"
T.O.S
0"
T.O. FTG.
-1' - 4"
EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
2 STRUCTURAL SECTION -TRUSS TYPE II -ADMIN BLDG
S302A 1l4" =1'-0"
(A-2 A-1 A-2
3/4"
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3 STRUCTURAL SECTION - TRUSS TYPE III - ADMIN BLDG
S302A 114" =1'-0"
IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY
MID PARAPET
18'-0"
T.O. WALL
10'-0"
B.O. BOND BEA
8'-8"
T.O.S
0"
T.O. FTG.
-l'- 4"
STRUCTURAL SECTION -TRUSS TYPE IV -ADMIN BLDG
S302A 114" =1'-0"
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.
HIGH PARAPET
20'-0"
T.O. WALL
10'-0"
B.O. BOND BEAM
8' -8"
MID PARAPET
18'-0"
T.O. WALL
10'-0"
B.O. BOND BEAM
8'-8-
T.O.S
'-8"
T.O.S
0"
_ T.O. FTG.
-1' - 4"
T.O
0"
T.O. FTG.
-1' - 4"
SCOTT +
C 0 R M I A
Scott + Cormia Architecture and Interiors,
LLC
429 S. Keller Road, Suite 200
Orlando, Florida 32810
t.407-660-2766 AA26002980
f. 407-875-3276
® Copyright 2017 AM Rights
Structural
International Building Consultants d
Engineering Design Serulces Inc.
2295 S. Hiawassee Road, Suite 411
Orlando, Florida 32835
D.407-826-1000
C.407-312-9585
project
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seal
Hasan S. Arouri
FL. LIC. # 53319
2018 MARCH 02
To the best of our knowledge, belief and
professional judgement, these plans and
specifications are in compliance with the
applicable building codes.
submissions
#
DATE
DESCRIPTION
1
2017 APR 26
SCHEMATIC DESIGN SET
2
2017 JUN 02
50% DD SET
3
2017 JUN 30
BID SET
4
2017 AUG 21
100% CD PERMIT SET
5
2017 NOV 08
PERMIT COMMENTS
7
2018 OMARCH
VE & GC REVISIONS
drawing info
'mm& MIN—
PROJECT # : IBC -17017
ITEDRAWN BY: WGL
CHECKED BY: HSA
sheet number
FRAMING SECTIONS -
PERMIT # I ? _ rjI r f ADMINISTRATION BLDG
S302A
N L U
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MASONRY WALL
REINFORCING: (VERT.) SEE
PLAN FOR SIZE AND LOCATION
INFORMATION. (TYP.)
HORIZONTAL REINFORCING:
SEE "LINTEL SCHEDULE" FOR
SIZE. (EXTEND 2'-0" MIN.
BEYOND EACH SIDE OF
MASONRY OPENING - GROUT
FILL SOLID HORIZ.
CELLS) TYP.
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►ORD. W/ ARCH'L DWGS.
(RECAST "U"
ITEL
PRECAST "U" LINTEL OVER
ALL MASONRY OPENINGS,
SEE "LINTEL SCHEDULE"
DETAIL 3/S3.2 FOR SIZE AND
REINFORCING
INFORMATION. (TYP.)
NOTE: COORDINATE ALL
MASONRY OPENING SIZES,
LOCATIONS AND ELEVATIONS
WITH ARCH'L. DRAWINGS.
(TYP.)
VERTICAL DOWEL (FROM FOUNDATION)
SIZE AND LOCATION TO MATCH THAT
OF MASONRY WALL REINFORCING.
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NOTES:
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2. SEE PLAN FOR SIZE AND SPACING OF VERT. REINF. BARS.
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TYPICAL CONCRETE BEAM AND TIE BEAM DIGRAM REINFORCING. (TYP.) TYPICAL MASONRY JOINT DETAILS
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IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY.
COORD. W/ ARCH'L DWGS.
B/PRECAST "U" LINTEL
PRECAST "U" LINTEL OVER
ALL MASONRY OPENINGS,
SEE "LINTEL SCHEDULE"
DETAIL 3/S3.2 FOR SIZE AND
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PRECAST "U" LINTEL (ABOVE) SEE
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FILLED SOLID. (TYP.)
EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
CAST IN PLACE
REINFORCED CONCRETE
TIE BEAM
PLACE METAL LATH OR
WIRE SCREEN OVER CORES
NOT TO BE FILLED (SHEET
METAL AND FELT
PROHIBITED)
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W/ MATCHING DOWELS
IN FOUNDATION. SEE
PLAN FOR SIZE AND
LOCATION
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O.C. STARTING AT FIRST
COURSE ABOVE
FOUNDATION. LAP SPLICE 6".
USE PREFAB L'S AT WALL
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(TYP.)
(IF REQUIRED)
II ��
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III III
II. II
1
TH
—
2
2017 JUN 02
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2017 JUN 30
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4
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2017 NOV 08
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E - 6 7
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COORD. W/ ARCH'L DWGS.
B/PRECAST "U" LINTEL
PRECAST "U" LINTEL OVER
ALL MASONRY OPENINGS,
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NOTE: COORDINATE ALL
MASONRY OPENING SIZES,
LOCATIONS AND ELEVATIONS
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(NP.)
COORD. W/ ARCH'L DWGS.
T/MASONRY OPENING SILL
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PRECAST "U" LINTEL (ABOVE) SEE
"LINTEL SCHEDULE" FOR SIZE, SET IN
KNOCK -OUT BLOCK LINTEL COURSE,
FILLED SOLID. (TYP.)
EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
CAST IN PLACE
REINFORCED CONCRETE
TIE BEAM
PLACE METAL LATH OR
WIRE SCREEN OVER CORES
NOT TO BE FILLED (SHEET
METAL AND FELT
PROHIBITED)
VERTICAL REINFORCING
W/ MATCHING DOWELS
IN FOUNDATION. SEE
PLAN FOR SIZE AND
LOCATION
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(TYP.)
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CONC. COL.
/'
/,
— SET FIRST COURSE IN
FULL MORTAR
BEDDING
CLEAN OUT OPENINGS AT GROUT
FILLED CELL LOCATIONS
NOTE:
PROVIDE ALL CLEAN OUTS ON
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EXPOSED.
TYPICAL MASONRY WALL CONSTRUCTION
3/4" =1'-0"
REMARKS
CONCRETE WALL L -COLUMN
a
W
WIDTH
/ NOTE: COLUMNS SHOWN
® ARE CONCEPTUAL ONLY
NOTE: v
COCRETE COLUMNS MAY z
BE OVER POURED TO SUIT—
BLOCK
[SUIT
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FOR
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DEPTH
REQUIRED AND FOR COLUMN SIZE AND REINF'G. TYPE -A
TIES (CAGES) (TYP.)
T.O. TIE BEAM STANDARD 90° HOOK (TYP.)
(SEE PLAN)
71 F, T
DOWELS TO MATCH THAT
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EQUAL. (TYP.)1L- 1
it
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BLOCK COURSING. SIZES
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IF
TIES (CAGES)
TURN 1/2 BLOCK ON -__
EDGE EVERY 2nd.
COURSE (TYP.) -- s
DOWELS TO MATCH THAT
OF COLUMN REINFORCING d a I I e.
W/(2)-# TEMP.TIES (TYP.)
`e a'
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SEE PLAN
OL
- <_
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(NP) SEE DETAIL ABOVE ON THIS SHEET
FOR ALTERNATE CONDITION
TYPICAL REINF. CONC. WALL COL. SECTION DETAIL
THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET
EQUAL.(TYP.)
"'-
DATE
II ��
it l
+ I
ill Ili
III III
II. II
1
2017 APR 26
—
2
2017 JUN 02
EMBDED 6" INTO CONC. BEAM
3
2017 JUN 30
STANDARD 90° HOOK (TYP.)
CONC. COL.
/'
/,
— SET FIRST COURSE IN
FULL MORTAR
BEDDING
CLEAN OUT OPENINGS AT GROUT
FILLED CELL LOCATIONS
NOTE:
PROVIDE ALL CLEAN OUTS ON
OPPOSITE SIDE OF VIEW, WHERE
EXPOSED.
TYPICAL MASONRY WALL CONSTRUCTION
3/4" =1'-0"
REMARKS
CONCRETE WALL L -COLUMN
a
W
WIDTH
/ NOTE: COLUMNS SHOWN
® ARE CONCEPTUAL ONLY
NOTE: v
COCRETE COLUMNS MAY z
BE OVER POURED TO SUIT—
BLOCK
[SUIT
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CAST -IN-PLACE CONCRETE
FOR
TIE BEAM SEE FOR A
DEPTH
REQUIRED AND FOR COLUMN SIZE AND REINF'G. TYPE -A
TIES (CAGES) (TYP.)
T.O. TIE BEAM STANDARD 90° HOOK (TYP.)
(SEE PLAN)
71 F, T
DOWELS TO MATCH THAT
OF COLUMN REINFORCING
W/(2)-#3 TEM. THIS (TYP.) ft
_ DOVETAIL SLOT -BY
DUR-O-WALL OR APPROVED ' I'
EQUAL. (TYP.)1L- 1
it
DOVETAIL ANCHOR: BY T_ -4F.
DUR-O-WALL OR APPROVED
NOTE:
CONCRETE COLUMNS MAY
BE OVER PROUD TO SUIT
BLOCK COURSING. SIZES
SHOWN ARE FOR MIN'S
REQUIRED AND FOR COLUMN
IF
TIES (CAGES)
TURN 1/2 BLOCK ON -__
EDGE EVERY 2nd.
COURSE (TYP.) -- s
DOWELS TO MATCH THAT
OF COLUMN REINFORCING d a I I e.
W/(2)-# TEMP.TIES (TYP.)
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SEE PLAN
OL
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SLAB SEE PLAN FOR SIZE
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(NP) SEE DETAIL ABOVE ON THIS SHEET
FOR ALTERNATE CONDITION
TYPICAL REINF. CONC. WALL COL. SECTION DETAIL
THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET
EQUAL.(TYP.)
"'-
DATE
3/4" DIA. HILTI'S HIT HY 200
1
2017 APR 26
EPDXY ADHESIVE ANCHORS
2
2017 JUN 02
EMBDED 6" INTO CONC. BEAM
3
2017 JUN 30
SPACED AT 24" O.C. (TYP.)
4
2017 AUG 21
(2)-#5 T.O. WALL
10'-0"
5
2017 NOV 08
o
7
2018 MARCH
VE & GC REVISIONS
#3
TIRRUPS @ 8" O.C.
°
#3
C
1
TIES @ 8" O.C.
04
(2)-#5
(2)-#7
"
PERMIT # f 7-- 291 �
8"x24" TIE BEAM REINFORCEMENT DIAGRAM
EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
SCOTT +
CORMIA
Scott + Cormia Architecture and Interiors,
LLC
429 S. Keller Road, Suite 200
Orlando, Florida 32810
t.407-660-2766 AA26002980
f. 407-875-3276
® COWWt 2017 ne Rights
Structural
IBC
International Building Consultants d
Engineering Design Seruices Inc,
2295 S. Hiawassee Road, Suite 411
Orlando, Florida 32835
D.407-826-1000
C.407-312-9585
project
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O N AL E�!
Hasan S. Arouri
FL. LIC. # 53319
2018 MARCH 02
To the best of our knowledge, belief and
professional judgement, these plans and
specifications are in compliance with the
applicable building codes.
submissions
#
DATE
DESCRIPTION
1
2017 APR 26
SCHEMATIC DESIGN SET
2
2017 JUN 02
50% DD SET
3
2017 JUN 30
BID SET
4
2017 AUG 21
100% CD PERMIT SET
5
2017 NOV 08
PERMIT COMMENTS
7
2018 MARCH
VE & GC REVISIONS
drawing info
PROJECT # : IBC -17017
DRAWN BY: WGL
CHECKED BY: HSA
sheet number
TYPICAL MASONRY DETAILS
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RECEPTACLES 1ST 10 KVA(R)
RECEPTACLES OVER 10KVA(R)
HVAC EQUIPMENT H
APPLIANCESA
()
EOUIPMENT (E)
LARGEST MC?TOR (M)
07HER; (C)
SPARE (S)
LINKED PANEL (P)
DEMAN DEMAN
CONK D
LOAD (KVA) FACTO) D LOAO
R (KVAI
1014NUFACTURER SO D
TYPE: NOW
AIC RATING 35
VOLTS L -N: 120
VOLTS L -L: 208
PHASE 3
K AMPS
V
V
3.13
10.00
MAIN OPTIONS REC]URED
MCB: NIA AMPS
MLO: 250 AMT'S
S.E RATED: YES
GFI PROT: NIA
SHUNT TRIP: NIA
10.00
3-84
PANEL NAME: LA
LOCATION: Mech ROOM
MOUNTING: SU IFACE
NEMA TYPE: 1
WIDTH - 2000.
DEPTH: 5.75
IN
IN
CK0
N3-
N�_
IDENTIFICATION
L
O LOAD/PI SSE (KVA)
A
D
A B C
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27
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TOTAL CONNECTED KVA: 78.29
TOTAL CONNECTED AMPSIPH: 212
TOTAL DEMAND KVA: 75.10
TOTAL DEMAND AMPSIPH: 209
NOTES:
IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY
A
22:13 1;4 kill 1111
SHOWN FOR
VD CALCULATION ONLY. SEE: PANEL SCHEDULE FOR ACTUAL
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EQUIPMENT
DESCRIPTION
VOLTS
PH
MOTOR
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L.L.
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2017 NOV 08
APPROX VOLT
DIST.* !EROPnOTES
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# CONDUT.
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DESCRIPTION
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GND
SIZE
AMPS*
SIZE
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PER
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WIRE
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OF SIZE
DIST.* DROP MOTES
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Y/N
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FT VD% ;
---
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VD CALCULATION ONLY. SEE: PANEL SCHEDULE FOR ACTUAL
LOAD. ACTUAL DISTANCE MAY VARY DEPENDENT ON ROUTING.
FEEDER
VOLTS
PH
NEUT
4#4RN
LV
ISO
MAIN
LOAD
L.L.
ISCCNNEC
o
2017 NOV 08
WIRE
NEUT
ADD
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# CONDUT.
APPROX VOLT
DESCRIPTION
NEUT
GND
SIZE
AMPS*
SIZE
FSE
NEMA
PER
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NEUT
WIRE
GND
OF SIZE
DIST.* DROP MOTES
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Y/N
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FT VD% ;
---
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50% DD SET
LV
14
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L.L.
100% CD PERMIT SET
o
2017 NOV 08
PERMIT COMMENTS
. A
LL
y•
2
EQUIPMENT
GROUNDING -••
BAR .•
BUILDING STEEL
?. METAL WATER
00 MAIN
M •
GROUNDING
ELECTRODE
CONDUCTORS
#2 WIRE SIZE
In �O
GROUND RING
TRIPOD GROUND ROD
NOTE:
REFER TO NEC 250-52.
NOTE: CWHECT ALL E1NERGENCY S&UST, ENERGENlCY BAMY UNITS
ARID EXISTS AHEAD OF ALL SVITCHINIG TO LOAD LIGHTING CRCUIT.
GROUNDING ELECTRODE
E3.0
EXISTING PLAN KEY NOTES: sea ..�,`��►►Iltll!/,
300KV0KVA ems; 'pry A. SAYp�
UTILITY
TRANSFORMER 1. PROVIDE 250A SERVICE ENTRANCE RATED ENCLOSEDC�� ��>�;�~••� ;�Si���
CIRCUIT BREAKER.CO
2. PROVIDE NEIN 225A MLO PANEL
3. CONTRACTOR TO COORDINATE WITH OWNER AND UTILITY
COMPANY FOR EXACT LOCATION OF DETER AND ALL- S :AT OF
3 OTHER REQUIREMENTS. '�0,� ••o • �• ` ti� v
Songlith Sayprasith
1 FL. LIC. # 66412
To the best of our knowledge, belief and
professional judgement, these plans and
PN L 2 specifications are in compliance with the
applicable building codes.
LA submissions
#
V / O z
Q
FEEDER SCHEDULE ABOVE ASSUMES COPPER CONDUCTORS IF ALUMINUM
IS DESIRED PROVIDE FEEDERS AS FOLLOWS:
W
LUQ
M
LU
250A SERVICE - (4)#350, (1)#2G UJ
2
300A SERVICE - (4)#500, (1)12G
50% DD SET
3
2017 JUNE 30
BID SET
4
O -
100% CD PERMIT SET
5
y•
2
EQUIPMENT
GROUNDING -••
BAR .•
BUILDING STEEL
?. METAL WATER
00 MAIN
M •
GROUNDING
ELECTRODE
CONDUCTORS
#2 WIRE SIZE
In �O
GROUND RING
TRIPOD GROUND ROD
NOTE:
REFER TO NEC 250-52.
NOTE: CWHECT ALL E1NERGENCY S&UST, ENERGENlCY BAMY UNITS
ARID EXISTS AHEAD OF ALL SVITCHINIG TO LOAD LIGHTING CRCUIT.
GROUNDING ELECTRODE
E3.0
EXISTING PLAN KEY NOTES: sea ..�,`��►►Iltll!/,
300KV0KVA ems; 'pry A. SAYp�
UTILITY
TRANSFORMER 1. PROVIDE 250A SERVICE ENTRANCE RATED ENCLOSEDC�� ��>�;�~••� ;�Si���
CIRCUIT BREAKER.CO
2. PROVIDE NEIN 225A MLO PANEL
3. CONTRACTOR TO COORDINATE WITH OWNER AND UTILITY
COMPANY FOR EXACT LOCATION OF DETER AND ALL- S :AT OF
3 OTHER REQUIREMENTS. '�0,� ••o • �• ` ti� v
Songlith Sayprasith
1 FL. LIC. # 66412
To the best of our knowledge, belief and
professional judgement, these plans and
PN L 2 specifications are in compliance with the
applicable building codes.
LA submissions
#
DATE
DESCRIPTION
1
2017 APRIL 26
SCHEMATIC DESIGN SET
2
2017 JUNE 02
50% DD SET
3
2017 JUNE 30
BID SET
4
2017 AUG 21
100% CD PERMIT SET
5
2017 NOV 08
PERMIT COMMENTS
7
2018 MARCH 02
VE & GC REVISIONS
II C C E 11 1.1 111 U S E
PERMIT # j %- �/ 0 ELECTRICAL RISERS, DETAILS & PANEL
SCHEDULE
ELECTRICAL RISERS, DETAILS & PANEL SCHEDULE
L4115U I A
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.
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IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY.
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THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED.
LIGHTING FIXTURE SCHEDULE
TYPE
DESCRIPTION
TOTAL
# LAMPS
TYPE
VOLTS
MOUNTING
50% DD SET
a. REFER TO SYMBOL LEGEND NOTES -ON SHEET E001.
WATTS
BID SET
4
2017 AUG 21
100% CD PERMIT SET
b. REFER TO BOOK SPECIFICATIONS.
LOW PROFILE BATTERY BACKUP
PERMIT COMMENTS
C. REFER TO ARCHITECTURAL INTERIOR ELEVATIONS TO
12018 MARCH 02
VE & GC REVISIONS
COORDINATE EXACT PLACEMENT OF ALL DEVICES,
EQUIPMENT, FIXTURES, SWITCHES, AND OUTLETS.
Scott + CoArchitecture and Interiors, LLC
EMERGENCY LIGHTING UNIT. (2) 5AW
429 S. Kellerer Road, Suite 200
d. CONNECT ALL EMERGENCY BALLAST, EMERGENCY BATTERY
Orlando, Florida 32810
t. 407-660-2766 AA26002980
BP
KRYPTON LAMPS. SKYLINE LIGHTING XTR
15
2
-
120V
UNIVERSAL
www.scottcormia.com
0mvFK2D17 ,.Wft„&MIe,
OWNER/ENGINEER APPROVED EQUAL
f. MOTION SENSOR LOCATIONS ARE SHOWN FOR GENERAL
INFORMATION. LOCATE IN ACCORDANCE WITH
MANUFACTURERS INSTRUCTIONS. LOCATE MOTION SENSORS A
RECESSED LED DOWNLIGHT. 1000 LUMEN
MINIMUM OF 4' AWAY FROM ANY A/C DIFFUSER.
OUTPUT. 6" DIAMETER HOUSING. 120V
IBC
DA
HOUSING: CREE LIGHTING RC6-12W-CU24
12
-
LED
120V
RECESSED
Orlando, Florida 32835
TRIM: LT6WH-DR
D.407-826-1000
PLAN KEY NOTES.
C.407-312-9585
LAMP: LR6C-DR1000
project
1. ALL EXTERIOR LIGHTS SHALL BE CONTROLLED VIA ROOF
MOUNTED PHOTOCELL CONTRACTOR SHALL COORDINATE
OWNER/ENGINEER APPROVED EQUAL
WITH OWNER/ARCHITECT FOR EXACT LOCATION.000RDINATE
ALL LOCATIONS AND QUANTITIES OF FIXTURE WITH
2'x4' ARCHITECTURAL LED TROFFER.
- ARCHITECT.
120-277V INPUT VOLTAGE. PROVIDE WITH
O
FA
WHITE DRYWALL GRID ADAPTOR.
50
-
LED
120V
RECESSED
CREE CR24-50L-40K
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100
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-
W W M
X1
GREEN LETTERS.
15
-
LED
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UNIVERSAL
SKYLINE LIGHTING: SLX U 1 G W
W
DI
OWNER/ENGINEER APPROVED EQUAL
sm
1. ALL FD(TURES 120 VOLT UNLESS OTHERVa NOTED.
2. FIXTURES WITH ELECTRONIC BALLAST SHALL HAVE 10% MAXIMUM HARMONIC DISTORTION.
3. FINAL FD(TURE FINISHES SHALL BE SELECTED DURING SUBMITTAL. PROCESS BY ARCHITECT/ENGINEER FROM
EXTENDED STANDARD COLOR CHART FOR EACH FD(TURE.
LA -1
LA-5
2
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1 SCALE: 3/16" = 1'-0"
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10 LOBBY O
LA -9 226 SF LA -
3.9
❑DT ❑
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1 AV LA -07 146 Sr
III o II 1 r-1
O O O
LA1 DT LA1 LA1
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4.7
OFFIrF
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LA -7
0
EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
DATE
DESCRIPTION
1
SCOTT+
SCHEMATIC DESIGN SET
GENERAL NOTES:
2017 JUNE 02
50% DD SET
a. REFER TO SYMBOL LEGEND NOTES -ON SHEET E001.
CORMIA
BID SET
4
2017 AUG 21
100% CD PERMIT SET
b. REFER TO BOOK SPECIFICATIONS.
2017 NOV 08
PERMIT COMMENTS
C. REFER TO ARCHITECTURAL INTERIOR ELEVATIONS TO
12018 MARCH 02
VE & GC REVISIONS
COORDINATE EXACT PLACEMENT OF ALL DEVICES,
EQUIPMENT, FIXTURES, SWITCHES, AND OUTLETS.
Scott + CoArchitecture and Interiors, LLC
429 S. Kellerer Road, Suite 200
d. CONNECT ALL EMERGENCY BALLAST, EMERGENCY BATTERY
Orlando, Florida 32810
t. 407-660-2766 AA26002980
UNITS AND EXITS AHEAD OF ALL SWITCHING TO LOCAL
f.407-875-3276
LIGHTING CIRCUIT.
e. ALL MOTION SENSOR DEVICES SHALL BE CONNECTED AHEAD
www.scottcormia.com
0mvFK2D17 ,.Wft„&MIe,
OF ALL LOCAL SWITCHES.
f. MOTION SENSOR LOCATIONS ARE SHOWN FOR GENERAL
INFORMATION. LOCATE IN ACCORDANCE WITH
MANUFACTURERS INSTRUCTIONS. LOCATE MOTION SENSORS A
MINIMUM OF 4' AWAY FROM ANY A/C DIFFUSER.
g. INSTALL EMERGENCY FIXTURES 9'-6" AFF.
IBC
h. ALL EXIT SIGNS ARE TYPE "X1" UNLESS NOTED OTHERWISE.
Mt�al B�Idlnq �#i�n1s d
i. ALL EMERGENCY WALL PACKS ARE TYPE "BP" UNLESS
En4necirknDesknSe es kv-
NOTED OTHERWISE
2295 S. Hiawassee Road, Suite 411
Orlando, Florida 32835
D.407-826-1000
PLAN KEY NOTES.
C.407-312-9585
project
1. ALL EXTERIOR LIGHTS SHALL BE CONTROLLED VIA ROOF
MOUNTED PHOTOCELL CONTRACTOR SHALL COORDINATE
WITH OWNER/ARCHITECT FOR EXACT LOCATION.000RDINATE
ALL LOCATIONS AND QUANTITIES OF FIXTURE WITH
- ARCHITECT.
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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
#
DATE
DESCRIPTION
1
2017 APRIL 26
SCHEMATIC DESIGN SET
2
2017 JUNE 02
50% DD SET
3
2017 JUNE 30
BID SET
4
2017 AUG 21
100% CD PERMIT SET
5
2017 NOV 08
PERMIT COMMENTS
7
12018 MARCH 02
VE & GC REVISIONS
drawing info
PROJECT # : 16126
DRAWN BY: PG
CHECKED BY: SS
sheet number
ADMINISTRATION BUILDING - LIGHTING
PLAN
PROJECT
NORTH
EL201A
EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.