HomeMy WebLinkAbout37924 Medical Arts CtDRAWING INDEX
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DENTAL/ MEDICAL SUITE RENOVATIONS
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ARCHITECTURAL
AO COVER PACE
SITE PLAN
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PROJECT INFORMATION
DEMOLITION PLAN
A2
NEW CONSTRUCTION FLOOR PLAN
FRAME/ OPENING SCHEDULE
A3
LIFE SAFETY PLAN
DETAILS
A4
REFLECTED CEILING PLAN
ROOM FINISH SCHEDULE
A5
INTERIOR ELEVATIONS
A6
SPECIFICATIONS
A7
SPECIFICATIONS
MECHANICAL
MI MECHANICAL LEGEND AND SPECIFICATIONS
37924 MEDICAL ARTS COURT ZEPHYRHILLS, FLORIDA M2 MECHANICAL DETAILS
M3 MECHANICAL SCHEDULES
M4 MECHANICAL SCHEDULES
M5 MECHANICAL DEMOLITION PLAN
M6 MECHANICAL CEILING PLAN
M7 MECHANICAL EXHAUST 6 PIPING PLAN
PLUMBING
P1 PLUMBING FIXTURES SCHEDULE
P2 PLUMBING DETAILS
P3 PLUMBING DEMOLITION PLAN
P4 PLUMBING FLOOR PLAN
P5 MEDICAL CAS PLAN
CONSTRUCTION DOCUMENTS P6 WATER ISOMETRIC RISER
P7 SANITARY ISOMETRIC RISER
P8 BENCO PLANS- FOR REFERENCE ONLY
CLIENT INFORMATION:
PREMIER COMMUNITY HEALTHCARE GROUP, INC.
37912 CHURCH AVENUE
DADE CITY, FLORIDA 33525
Tel : 352-518-2000
Robert J. Lence
a r c h i t e c t
incorporated
3818 Gunn Highway Suite 102 Tampa, Florida 33618
813.963.1066 813.963.1168 fax robe rtj len ce(q-_DaoI. com AA26001576
MECHANICAL & PLUMBING ENGINEERING
STEPANEK-LEWIS AND ASSOCIATES
2257 TWELVE OAKS WAY SUITE 103
WESLEY CHAPEL, FLORIDA 33544
(813) 991-1248
MATT@STEPANEKLEWIS.COM
ELECTRICAL ENGINEERING
CHEHAYEB &ASSOCIATES, INC.
3702 AZEELE STREET
TAMPA, FLORIDA 33609
(813) 876-1415
TODD. MILLER@CHEHAYEB.COM
REVIEWIDATE
CITY OF ZE;WHI
FIREAN LIFE SXFETyEMM1NER__kJ_-
ALL WORK SHALL COMPLY WITH
NFFA CODES AND STANDARDS
�4 I AG
- LL 'I'VORK SHAI L COMPLY WITH PREVAILING
CODES FLO�& BUILDING
NATIONAL ELECTRIC CODE.CODE'
AND THE CITY OF ZEPHYRH-ILLS
ORDINANCES
ELECTRICAL
El
ELECTRICAL NOTES AND LEGEND
E2
LIGHTING PLAN
E3
LICHT FIXTURE SCHEDULE AND DETAILS
E4
POWER PLAN
E5
ELECTRICAL DETAILS
E6
POWER RISER DIACRAM
E7
PANEL BOARD SCHEDULES
E8
ELECTRICAL SPECIFICATIONS
DENTAL EQUIPMENT PLANS (NOTE 'A')
Q0.1
COVER
SHEET
Q1.1
DENTAL
EQUIPMENT PLAN
Q2.1
DENTAL
CARPENTRY PLAN
��5j2.2
DENTAL
CARPENTRY PLAN
Q3.1
DENTAL
ELECTRICAL PLAN
Q3.2
DENTAL
ELECTRICAL DETAILS
Q4.1
DENTAL
PLUMBING PLAN
(.,'Q 4. 2
DENTAL
PLUMBING DETAILS
DENTAL CABINET PLANS (NOTE *A*)
-1 MIDMARK CABINET DRAWINGS
-2 MIDMARK CABH14ET DRAWINCS
MDK-3 MIDMARK CABINET DRAWINGS
MDK-4 MIDMARK CABINET DRAWINCS
I
MDK-5 MIDMARK CABINET DRAWINGS
NOTE 'A':
CONTRACTOR TO CONFIRM THAT DENTAL EQUIPMENT PLANS AND
DENTAL CABINET PLANS ARE FINAL BEFORE START OF CONSTRUCTION
HIMPE
SITE AERIAL PHOTOGRAPH
NTS
Issue Date
09-03-21
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Job Number
2008
Revisions
A
,%eet No.
AO
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PROJECT DATA
BUILDING OAT
CLASSIFICATION BY OCCUPANCY BUSINESS FIRE PROTECTIVE REQUIREMENTS
CLASSIFICATION BY GROUP 5 REQUIRED PROVIDED
PARTY AND FIRE WALLS I HOUR 2 HOUR
HAZARD OF CONTENTS LOW HAZARD INTERIOR BEARING 2 HOUR 2 POUR
CONSTRUCTION TYPE rp-5 COLUMNS N/A N/A
PROTECTED UNPROTECTED X BEAMS, GIRDERS, TRUSSES N/A N/A
5PRINKLERED YES 1-1 NO FXI FLOOR CONSTRUCTION N/A N/A
ROOF: CONSTR14CTION N/A N/A
INTERIOR IMPROVEMENT (a) YES Fx_1 NO [-]
I -XI F-1 MEANS OF: EGRESS
MECHANICAL MEZZANINE (b) YES NO
(a) SINGLE TENANT OCCUPANCY NO. OF: OCCUPANTS IN BUILDING
(b) AIR HANDLING UNITS IN ATTIC WAITING ROOMS= WOO SF/ 15 54
BUILDING VARIABLES ALLOWABLE PROVIDED BREAK ROOMS- 24455F/ 15 16
REST OF 5LDG- (o'311 SF/ 150 41
BUILDING HEIGHT 351-011 1-11-011 TOTAL - Ill
NUMBER OF STORIES 2 1
EGRESS WIDTH REQUIRED EGRESS WIDTH PROVIDED
TOTAL BUILDING AREA C30M SF 1C355 w III x.2 m 24" 26611
AREA OF INTERIOR IMPROVEMENTS NO LIMIT 4-156 SF MINIMUM NO. OF EXITS REQUIRED 2
FRONT SETBACK N/A N/A NUMBER OF EXITS PROVIDED I
REAR SETBACK N/A N/A MAX. TRAVEL TO EXIT MAX. DISTANCE PROVIDED
SIDE SETBACK N/A N/A 200'-0" &11-011
DEMOLITION PLAN KEY NOTE F_q1 EXISTING ATTIC ACCESS PANEL TO BE REMOVED
F-1 I EXISTING INTERIOR WALL TO BE REMOVED IK EXISTING GYP BOARD CEILING IN SUITE'B'TO BE REMOVED IN ITS
ENTIRETY. REMOVE ABOVE CEILING INSULATION AND REPLACE
F2] EXISTING INTERIOR DOOR AND FRAME TO BE REMOVED. SAVE WITH NEW R-19 INSULATION ABOVE NEW CEILING TILES
FOR POSSIBLE REUSE F-111 EXISTING SURFACE MOUNTED LIGHTING IN SUITE'B'TO BE
F-31 REMOVE EXISTING PLUMBING FIXTURES AND CAP OFF REMOVED IN ITS ENTIRETY
PLUMBING LINES N1 EXISTING ADA RESTROOM LOCATIONS TO REMAIN, PLUMBING
F4] EXISTING INTERIOR WINDOW TO BE REMOVED FIXTURES TO BE RELOCATED AS REQUIRED TO MEET CURRENT
ADA CLEARANCE REQUIREMENTS
51 EXISTING MILLWORK TO BE REMOVED Fl-31 PORTION OF EXISTING MASONRY TENANT SEPARATION WALL TO
BE REMOVED AS REQUIRED TO INSTALL NEW T-O" WIDE RATED
1_61 EXISTING ELECTRICAL PANELS TO REMAIN UNDISTURBED- DOOR. DOOR SHALL BE HELD OPEN WITH ELECTROMAGNETIC
SEE ELECTRICAL PLANS DEVICE AND RELEASED UPON SMOKE DETECTOR ACTIVATION.
- THIS WORK SHALL BE INCLUDED IN PHASE ONE WORK (SUITE A)
M EXISTING DOOR AND FRAME TO REMAIN. NOTE: APPEARANCE
OF NEW INTERIOR DOORS AND FRAMES TO MATCH F14] REMOVE EXISTING PLUMBING FIXTURE AND REPLACE WITH NEW
APPEARANCE OF EXISTING INTERIOR DOORS AND FRAMES FIXTURE SET IN NEW MILLWORK. SEE INTERIOR ELEVATIONS
EXISTING INTERIOR WALL TO REMAIN E EXISTING INTERIOR POCKET DOOR TO BE PERMANENTLY LOCKED
F181
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SUITE 'A' DENTAL=
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CODE REFERENCE
APPLICABLE CODES:
FLORIDA BUILDING CODE 2020- -1TW EDITION
FLORIDA PLUM51NG CODE 2020- 1TW EDITION
FLORIDA MECHANICAL CODE 2020- 1TW EDITION
STANDARD FUEL GAS CODE 2020- 1TW EDITION
TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES 2020- 1TI4 EDITION
FLORIDA ACCESSIBILITY CODE (F5C 2020- -ITI4 EDITION
NATIONAL ELECTRIC CODE (CURRENT EDITION)
NFPA 101 LIFE SAFETY C40DE (CURRENT EDITION)
STANDARD FIRE PREVENTION CODE (CURRENT EDITION)
TO COMPLY WITH LEVEL OF ALTERATION- LEVEL
3 (AREA OF: INTERIOR RENOVATIONS-
4'15&/1W!px
FIRE PREVENTION NOTES
I. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH MINIMUM 2AI05C RATING
2. EVERY EXIT DOOR SHALL BE OPENA15LE FROM INSIDE WITHOUT A KEY OR
SPECIAL KNOULEDGE
3. EXISTING EXIT SIGNAGE SHALL COMPLY WITH FLORIDA BUILDING CODE AND
ALL APPLICABLE STANDARDS.
4. AS, REQUIRED TWE CONTRACTOR $14ALL PROVIDE AND INSTALL 5 LB, ABC
FIRE EXTINGUISHERS, SURFACE MOUNTED, PER FIRE MAIRSWALL'S
INSTRUCTION$ TO MEET CODE MINIMUM
5. PROVIDE ACCESS BOX FOR FIRE DEPARTMENT (FIRE MARSHALL
APPLICATIONS) Z�
ALIGN WALLS
EXISTING EQUIPMENT TO BE REMOVED/ RELOCATED TO
RENOVATED SPACE
EXISTING EXTERIOR DOORS AND WINDOWS TO REMAIN
UNDISTURBED
F_1q1 EXISTING EXTERIOR DOOR TO BE PERMANENTLY LOCKED
EXISTING AC CONDENSING UNITS- SEE MECHANICAL
EXISTING ELECTRICAL METER LOCATIONS- SEE
ELECTRICAL
ALL EXISTING FLOOR FINISHES AND WALL BASE TO BE
REMOVED. WHERE TILE FINISH EXISTS, REMOVE ALL
MORTAR AND USE SELF -LEVELING FLOOR PATCH
COMPOUND WHERE NECESSARY TO PREPARE FLOOR FOR
NEW FINISH. SEE ROOM FINISH SCHEDULE
F 25] ALL EXISTING CEILINGS, CEILING GRIDS, LIGHT FIXTURES,
AC DIFFUSERS, INSULATION ABOVE CEILING TILES, ETC.
TO BE REMOVED. SEE REFLECTED CEILING PLAN
NO: RENOVATIONS TO SUITE 'E3'
EXIT
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PROJECT NOTES
1. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE CODES AND
STANDARDS, INCLUDING, BUT NOT LIMITED TO ALL STATE LAWS, LOCAL
ORDINANCES, UTILITY CO. REGULATIONS AND APPLICABLE
REQUIREMENTS OFSTANDARD MECHANICAL CODE, OCCUPATIONAL
SAFETY AND WEALTH ACT, FIRE PROTECTION ASSOCIATION, N.F.P.A.
AND THE 2020 FLORIDA BUILDING CODE-'ITW EDITION
2. GENERAL CONTRACTOR TO FIELD VERIFY ALL DIMS. AND EXISTING
CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION AND REPORT
ANY DISCREPANCIES TO THE ARCHITECT AND OWNER PRIOR TO
BIDDING AND CONSTRUCTION.
3. GC TO REMOVE ALL DEBRIS FROM THE SITE AS REQUIRED TO
MAINTAIN A SAFE AND ORDERLY CONDITION.
4. THE PLANS SHOW THE LOCATION OF ALL FIXTURES AND EQUIPMENT
AND ARE INTENDED TO CONVEY THE GENERAL INTENT OF THE WORK
IN SCOPE AND LAYOUT. THEY ARE NOT INTENDED TO SHOW IN MINUTE
DETAIL EVERY AND ALL ACCESSORIES INTENDED FOR THE PURPOSE
OF: EXECUTION OF THE WORK, BUT 19 UNDERSTOOD THAT SUCH
DETAILS AIRE PART OF THIS WORK
5�. THE CONTRACTOR $14ALL OBTAIN ALL PERMITS NECESSARY FOR
CITY, COUNTY, AND STATE COMPLIANCE PRIOR TO COMMENCING
CONSTRUCTION. IF SPECIAL PERMITS ARE REO'D. THEY SHALL BE
05TAINED AND EXHIBITED BY TWE CONTRACTOR AND SHALL GIVE
NOTICE$ AND COMPLY WITH THE LAWS, ORDINANCES, CODES AND
REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS PER
DOCUMENTS.
6. GENERAL CONTRACTOR SHALL COORDINATE UTW OWNER ALL
MATERIALS AND EQUIPMENT FOR REVIEW PRIOR TO FABRICATION
AND / OR INSTALLATION.
-1. ALL INTERIOR JOINT$ BETWEEN DISSIMILAR MATERIALS SHALL BE
CAULKED. ALL EXTEIRIOR JOINTS TO BE SEALED.
8. ALL EXPOSED STRUCTURE, UTILITIES, CONDUIT, ACCESSORIES, ETC.
__j5HALL 5E-COMPLETELY PAINTED.
15.
DO NOT SCALE DRAWINGS.
IS.
GENERAL CONTRACTOR TO ADJUST DIMENSIONS TO
EXISTING CONDITIONS AND PREFABRICATED
10.
CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF
COMPONENTS. CONFIRM W1 OWNER
BUILDING SETBACK LINES BEFORE COMMENCING ANY NEW
CONSTRUCTION. UNDER NO CONDITION $14ALL THE NEW BUILDING
20.
ALL DIMENSIONS ARE TO FACE OF: INTERIOR FINISH ON
EXTERIOR WALLS EXCEED THE MINIMUM REQ'D SETBACKS SET
MASONRY (GWI5) OR FACE OF METAL STUDS (U.ON.)
FORTH IN THE BUILDING AND ZONING DEPARTMENT. NOTIFY
OWNER OF ANY DISCREPANCIES THAT MAY EXIST BETWEEN
21,
FAINT OR FINISH ALL EXPOSED UTILITIES.
EXISTING AND ACTUAL CONDITIONS AND THE INFORMATION
22.
TWE CONTRACTOR $14ALL FURNISH ALL MATERIALS,
REPRESENTED IN THESE PLANS.
EQUIPMENT, LA50K AND OTHER FACILITIES
I].
CONTRACTOR TO VERIFY MASONRY OPENING SIZES W1 DOOR AND
NECESSARY FOR THE EXECUTION OF THE WORK. ALL
WINDOW MANUFACTURER PRIOR TO ORDERING NOTIFY ARCHITECT
MATERIALS SHALL BE NEW AND 50TH WORKMANSHIP
IF MASORNY OPENINGS REQUIRE CHANGES TO DIMENSIONS FROM
AND MATERIALS SHALL BE OF QUALITY EQUAL TO OR
THOSE SHOWN ON PLANS TO ACCOMODATE DESIRED WINDOW AND
ABOVE INDUSTRY STANDARDS.
DOOR/FRAME SIZES.
23.
GC $14ALL COORDINATE ALL DRAWINGS AND
12.
ALL WOOD THAT COMES IN CONTACT W1 CONC. OR EXPOSED TO
IMMEDIATELY NOTIFY ARCHITECT OF ANY
HIGH HUMIDITY SHALL BE PRESSURE TREATED. ALL EXPOSED
DISCREPANCIES OR OMISSIONS PRIOR TO PRICING OR
WOOD SHALL BE SQUARE EDGE SELECT.
START OF WORK
13.
ALL METALS SHALL HAVE GALVANIZED FINISH, TYP. (UON)
24.
GENERAL CONTRACTOR SHALL PROVIDE PLYWOOD
BACKING OR SU56TRATE AS REQUIRED TO
14.
COINER BEADS, CASING 5EADS, OR J-MOLDS SHALL BE
STRUCTURALLY SUPPORT WALL MOUNTED FIXTURES,
APPLIED TO ALL CORNERS AND WALLS ENDS.
MILLWORK, OR EQUIPMENT TWAT 15 INCLUDED IN THE
SCOPE OF WORK OF: THIS PROJECT.
15.
PROVIDE CONTINUOUS 5EAD OF SEALANT AND CAULKING AROUND
EXTERIOR AND INTERIORS OF: ALL DOORS AND WINDOWS. DO
2 5.
ALL DISSIMILAR METALS TWAT COME IN CONTACT WITH
NOT SEAL AT EXTERIOR WEEPS.
EACH OTHER SHALL BE SEPARATED WITH 51TUMENOUS
COATING OR OTHER MEANS TO PREVENT GALVANIC
16,
CONTRACTOR TO PROVIDE TEMPORARY BARRIERS SURROUNDING
ACTION TO OCCUR
CONSTRUCTION AREAS AS REQUIRED TO ENSURE PUBLIC SAFETY.
26.
UNLESS OTHERWISE NOTED, ALL NEW CONSTRUCTION TO
1-1.
PROVIDE INSULATION AROUND ALL PLUMBING LINES TO PREVENT
MATCH EXISTING CONSTRUCTION TO INCLUDE INTERIOR
SOUND TRANSMISSION THROUGH WALLS.
FLOOR, BASE WALL AND CEILING FINISHES, MILLWORK,
18.
ALL STORMWATER AND RUNOFF SHALL BE ROUTED TO EITHER
LIGHTING AND PLUM51WG FIXTURES, ETC. IT SHALL BE
LOCAL RETENTION AREA OR PUBLIC STORM SEWER INLET BY
THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
SURFACE SWEET FLOW OR UNDERGROUND PIPINGAND SHALL NOT
VERIFY EXISTING CONDITIONS BEFORE 51DOING THE J05
CROSS ANY ADJOINING PUBLIC PROPERTY.
PROJECT PHASING
WALL LEGEND
1.
ALL WORK ASSOCIATED WITH SU ITEW (DENTAL) AND SUITE 'C'(PEDIATRICS) SHALL
EXISTING EXTERIOR
TYPICAL NEW INTERIOR WALL (U.O.N.)
BE CONSTRUCTED AS "PHASE ONE CONSTRUCTION"
MASONRY WALL TO
3 5/8" 22 GA. METAL STUDS AT
2.
ALL WORK ASSOCIATED WITH SUITE 'B' (FAMILY MEDICINE) SHALL BE
REMAIN
16" O.C. W/ 5/8" GYP. BOARD EACH SIDE. PROVIDE SOUND BATT
CONSTRUCTED AS "PHASE TWO CONSTRUCTION"
INSULATION BETWEEN STUDS AND USE MOISTURE RESISTANT GYP.
3.
OWNERS INTENT IS TO PERMIT BOTH PHASES SIMULTANEOUSLY AND TO BUILD
BOARD AT ALL WET WALLS AND HIGH HUMIDITY AREAS TYP, WALL TO
PHASE TWO CONSTRUCTION IMMEDIATELY UPON COMPLETION OF PHASE ONE
ETI� EXISTING INTERIOR
EXTEND 6" ABOVE FINISHED CEILING AND BE BRACED TO STRUCTURE
CONSTRUCTION
MASONRY WALL TO
ABOVE. NOTE: SOUND ATTENUATION INSULATION TO OCCUR AT ALL
4.
SEE DEMOLITION PLAN, SHEET Al, FOR EXTENT OF PHASE ONE CONSTRUCTION
REMAIN
INTERIOR PARTITIONS. INSULATION SHALL EXTEND FULL HEIGHT OF
AND PHASE TWO CONSTRUCTION
WALL FRAMING (ABOVE CEILING LEVEL). SEE VA3
5.
CONSTRUCTION BIDS SHALL BE SUBMITTED IN TWO PARTS, AS FOLLOWS:
EXISTING INTERIOR
BID 1 SHALL CONSIST OF ALL WORK ASSOCIATED WITH SUITEW(DENTAL)
FRAMED WALL TO
TYP NEW 6" MTL STUD WALL
REMAIN
NEW CONSTRUCTION INTERIOR PLUMBING WALL- 6" 22 GA. METAL
BID 2 SHALL CONSIST OF ALL WORK ASSOCIATED WITH SUITE'B'(FAMILY MEDICINE)
STUDS AT 16" O.C. W/ 5/8" GYP. BOARD EACH SIDE. SOUND
AND SUITE'C'(PEDIATRICS)
ATTENUATION INSULATION FULL HEIGHT OF WALL. USE MOISTURE
im EXISTING WALL TO BE
RESISTANT GWB AT ALL WET WALLS AND HIGH HUMIDITY AREAS.
REMOVED (U.O.N.)
FE
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BULKHEAD
ABOVE
FE
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EXIT
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SF 1. P�4ASE ONE: RENOVATIONS TO SUITE 'C' PEDIATRICS= 3000 SF
EXIT
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Issue Date
09-03-21
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51-011
(1
0-811
1 314"
SC NO
ND -I
1,2,5,6
10
A
31-011
(01 -811
1 514"
SC NO
ND -I
1,2,5,6
45 MIN C LA5EL DOOR
11
A
31-011
(01-Bil
1 5141,
SC NO
ND-1
10
POCKET DOOR
12
A
31-011
(01-811
.1 314"
SC NO
ND-1
1,3,5,6
13
5
(2)21-011
61-811
1 31411
SC NO
ND -I
114
14
A
31-011
(01-811
1 514"
SC NO
ND-1
114516
15
C
51-011
61-811
1 B/4'
ND/GL
ND -I
1,2,7
16
A
:21-811
(01-811
1 314"
SC: N D
ND-1
1,4,516
17
C
31-011
61-81'
1 514"
ND/GL
ND-1
11216
is
C
31-011
(01-811
1 314"
ND/GL
ND -I
1/4,5,6
1 q
A
B1_011
61-611
1 314"
Sir- NO
ND-1
1,2,(*
201
A
31-011
61-811
1 314"
SC, NO
ND-1
1,2,6
21
A
51-011
61-80
1 314"
SC NO
NO-1
126
22
A
31-011
I B/4"
SC NO
ND-1
11216
23
A
B1-011
0-811
1 5/4"
9C NO
ND-1
1,2,6
24
A
0-811
1 51411
SC NO
ND- 1
1,2,6
25
A
51-011
61-811
1 314"
SC NO
NO- 1
1 3 516
26
A
31-011
61-811
1 3/4"
SC. NO
V40-1
126
27
A
31-011
61-811
11 3/411
SC NO
ND- I
1 3 5 6
281
5
(2)2'-0"
6'-8'l
1 514"
SC NO
ND- 1
1,4
2q
A
0-811
1 314"
S C. NO
ND-1
1/416
30
A
0-811
1 31411
SC NO
ND-1
1121516
31
A
51-011
( I
0-511
1 314"
SC NO
ND-1
1/2,5,6
52
A
51-011
(01-511
1 514"
SC NO
ND-1
10
POCKET DOOR
35
A
0-811
1 5/4"
SC NO
ND -I
1,2,6
54
A
0-511
11 5/4"
SC NO
ND-1
11216
55
A
51-011
61-511
1 514"
SC, NO
ND-1
1/216
56
A
0_811
1 514"
SC NO
ND-1
1/2,6
57
A
31 -011
01 -811
1 514"
SC NO
ND -I
1,3,516
E
I EXISTINC, DOOR TO REMAIN.
SEE DEMOLITION PLAN, SWEET Al
EXIT
_101—
HARDWARE SCHEDULE
1. 1 1/2 PR. BUTTS PER DOOR LEAF
2. PASSAGE SET
3. PRIVACY SET
4. LOCKSET
5. HYDRAULIC DOOR CLOSER
(0. WALL MOUNTED DOOR STOP
7. FLOOR MOUNTED DOOR STOP
6. KICK PLATE BOTH SIDES OF DOOR
S. PROVIDE EGRESS HARDWARE
10. POCKET HARDWARE
11, SEE NOTE 5 BELOW
NOTES:
1. VERIFY LOCATION OF SPECIAL
PIN/COMBINATION DOOR
HARDWARE WITH OWNER
2- VERIFY LOCATION OF ALL DOORS
REQUIRING VISION PANELS WITH
OWNER
3. VERIFY ALL DOOR LOCKING
REQUIREMENTS W/ OWNER
4. HARDWARE AT NEW DOORS TO
MATCH HARDWARE AT EXISTING
MEDICAL SUITE (VERIFY)
5. DOOR SHALL BE HELD OPEN WITH
ELECTROMAGNETIC DEVICE AND
RELEASED UPON SMOKE
DETECTOR ACTIVATION. SMOKE
DETECTORS ON BOTH SIDES OF
DOOR
DOOR AND FRAME NOTES
1. DOOR HARDWARE SHALL BE COMMERCIAL GRADE AND HANDICAP /ADA COMPLIANT AS MANUFACTURED BY SCHLAGE OR
APPROVED EQUAL. MATCH CONDITIONS AT EXISTING MEDICAL SUITE
2. CONTRACTOR SHALL COMPLY WITH OWNER'S STANDARD SPECIFICATIONS AND CONFIRM EXACT HARDWARE
REQUIREMENTS VERIFY LOCK AND KEYING REQUIREMENTS PRIOR TO ORDERING OF ANY HARDWARE.
3. COORDINATE WIRING OF DOORS WITH OWNER SELECTED SECURITY OR SPECIAL SYSTEMS WHICH MAY REQUIRE SPECIFIC
INSTALLATION DETAILS
4. ALL INTERIOR TYPE WOOD DOORS SHALL BE RAISED PANEL W/ WHITE PAINTED FINISH TO MATCH EXISTING INTERIOR
DOORS AT MEDICAL SUITE
5. DOOR & FRAMES SHALL RECEIVE 3 RUBBER JAMB SILENCERS, TYP. REFER TO HARDWARE SCHEDULE
(b. GC TO COORDINATE W/ MECHANICAL AND ELECTRICAL DRAWINGS FOR SPECIAL CONDITIONS (IE. UNDERCUTTING
SWITCHING, ETC) PRIOR TO ORDERING AND INSTALLATION OF DOORS AND FRAMES, TYP.
"I. DOOR AND HARDWARE SUPPLIER TO SUBMIT DOOR AND HARDWARE SCHEDULE FOR OWNER / ARCHITECT REVIEW
BEFORE ORDERING.
DOOR AND FRAME TYPES
MATCH EXACT DESIGN OF DOORS AT
EXISTING MEDICAL SUITE DECORATIVE
I-011 I oil
"041 -- 0 11 PAINTED
WOOD
>- 0 El 11 GLASS FRAMES
VISION TO MATCH
EXISTING
_C0 PANEL
co
0 0 0000 011
WD-1
<3>
DOOR ELEVATIONS DOOR FRAME TYPES
INTERIOR DOORS SHALL BE SOLID CORE WOOD, 6-PANEL INTERIOR WOOD DOOR FRAMES SHALL BE
PAINTED WHITE TO MATCH DOORS IN EXISTING MEDICAL PAINTED TO MATCH CONDITIONS IN EXISTING
SUITE (CONFIRM WITH OWNER) MEDICAL SUITE (CONFIRM WITH OWNER)
FLOOR PLAN KEY NOTES
F 1-1
EXISTING INTERIOR WALL TO REMAIN
FIRE EXTINGUISHER CABINET SEMI -RECESSED INTO WALL
F2]
NEW INTERIOR WALL- SEE WALL LEGEND
NEW HI-LO DRINKING FOUNTAIN PER CODE REQUIREMENTS
DI
EXISTING MILLWORK TO REMAIN
CONFIRM WITH DENTAL EQUIPMENT MANUFACTURER IF SHIELDING IS
REQUIRED AT PANOI 108
Eil
NEW MILLWORK- SEE INTERIOR ELEVATIONS
EXTERIOR WALLS OF DENTAL SUITE (FRONT, SIDE, REAR): PAINT ALL
EEXISTING
il
ELECTRICAL PANEL TO REMAIN UNDISTURBED- SEE
EXPOSED BRICK TO MATCH COLOR OF REMAINDER OF BUILDING.
ELECTRICAL
INCLUDES MASONRY WALL THAT PENETRATES ROOF.
FRELOCATED
-(. I
PLUMBING FIXTURES AS REQUIRED TO MEET
SEE DENTAL EQUIPMENT PLANS FOR EXACT LOCATION OF
CURRENT ADA CODE REQUIREMENTS
OPERATORIES, CABINETS, SINKS, X-RAY, OVERHEAD LIGHTING, ETC.
7]
PORTION OF EXISTING MASONRY TENANT SEPARATION WALL TO
22]
F
CONSULT WITH DENTAL EQUIPMENT MANUFACTURER FOR
BE REMOVED AS REQUIRED TO INSTALL NEW 3'-O!'WIDE RATED
RECOMMENDED LAYOUT IN ALL DENTAL ROOMS, PREPARE SPACE
DOOR IN HOLLOW METAL FRAME. INSTALL PRECAST LINTEL BEAM
FOR FUTURE EQUIPMENT BY CONSTRUCTING IN WALL PLUMBING
ABOVE NEW MASONRY OPENING. DOOR SHALL BE HELD OPEN
LINES, ETC. PER DENTAL EQUIPMENT MANUFACTURER
WITH ELECTROMAGNETIC DEVICE AND RELEASED UPON SMOKE
RECOMMENDATIONS
DETECTOR ACTIVATION. THIS WORK SHALL BE INCLUDED IN
—
23]
F
EXISTING STEP -BACK IN CORRIDOR WALL TO REMAIN
PHASE ONE WORK (SUITE W)
51
EXISTING INTERIOR POCKET DOOR TO BE PERMANENTLY LOCKED
241
F
INTERIOR WALL TO ALIGN WITH SIDE OF WINDOW OPENING
Rq
ALIGN WALLS
9
BULKHEAD ABOVE- 8'-2" A.F.F.
NEW/ RELOCATED EQUIPMENT BY OWNER
u EXISTING EXTERIOR DOOR TO BE PERMANENTLY LOCKED
El
\,!=�j
WALL MOUNTED SINK- STAINLESS STEEL FINISH
R12
AC CONDENSING UNITS- SEE MECHANICAL
FIXED WINDOW W/ WOOD FRAME TO MATCH DOOR FRAMES- SEE
INTERIOR ELEVS
Fil
EXISTING ELECTRICAL METER LOCATIONS- SEE ELECTRICAL
POWER FOR MICROWAVE ABOVE- SEE INTERIOR ELEVS
F14]
5 ROWS ADJUSTABLE SHELVING- 19'DEEP
R2q
METAL ROOF OVER DENTAL SUITE TO BE REPLACED WITH NEW METAL
NEW FIXED TEMPERED GLASS WINDOW WITH SPEAK HOLE- SEE
ROOF TO MATCH EXACT COLOR AND APPEARANCE OF ROOF AT
REMAINDER OF BUILDING (TO BE FIELD VERIFIED). VERIFY CONDITION
INTERIOR ELEVS
OF UNDERLAYMENT AND PLYWOOD ROOF DECK AND REPAIR/
39'X 48" CLEAR SPACE IN INDIVIDUAL -USE TOILET ROOM AS
REPLACE IF NECESSARY. SUBMIT FLORIDA APPROVAL INFORMATION
REQUIRED TO ALLOW IN -SWINGING DOOR (FBC 602.2.3, EXCEPTION 2)
TO BUILDING DEPARTMENT PRIOR TO ROOF INSTALLATION
WALL LEGEND TYPICAL NEW INTERIOR WALL (U.O.N.)
EXISTING EXTERIOR MASONRY 3 5/8" 22 GA. METAL STUDS AT TYP NEW 6" MTL STUD WALL
77-7-7-777r= WALL TO REMAIN 16" O.C. W/ 5/8" GYP. BOARD EACH SIDE. PROVIDE NEW CONSTRUCTION INTERIOR
I EXISTING INTERIOR MASONRY SOUND BATT INSULATION BETWEEN STUDS AND USE PLUMBING WALL- 6" 22 GA. METAL
WALL TO REMAIN MOISTURE RESISTANT GYP. BOARD AT ALL WET WALLS STUDS AT 16" O.C. W/ 5/8" GYP. BOARD
AND HIGH HUMIDITY AREAS TYP. WALL TO EXTEND 6" EACH SIDE. SOUND ATTENUATION
EXISTING INTERIOR FRAMED ABOVE FINISHED CEILING AND BE BRACED TO INSULATION FULL HEIGHT OF WALL.
WALL TO REMAIN STRUCTURE ABOVE. NOTE: SOUND ATTENUATION USE MOISTURE RESISTANT GWB AT
---- INSULATION TO OCCUR AT ALL INTERIOR PARTITIONS. ALL WET WALLS AND HIGH HUMIDITY
EXISTING WALL TO BE INSULATION SHALL EXTEND FULL HEIGHT OF WALL AREAS.
REMOVED (U.O.N.) 'r FRAMING (ABOVE CEILING LEVEL). SEE 1/A3
.�4N A,:
PAP
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115
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107
FAMILY
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EXAM 6
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EXAM 8
FAMILY CORR M
EXAM 7
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Fo-1 Fo-1
— — — — — — — -- — — — — — — — —
EXIT
F-16-1 11�
FAMILY
EXAM 1
EXISTING
5ULKPEAD
A50VE
EXIST
OFFICE 2
A&
Fl 07
GENERAL NOTES
1. ALL DIMENSIONS ARE TO FACE OF INTERIOR FINISH ON 4. NOTE: SEE SHEET A5 FOR INTERIOR ELEVATIONS
MASONRY (EXPOSED MASONRY OR GWB) AND TO FACE
OF METAL STUDS (U.O.N.)
5. NOTE:VERIFY ALL EXISTING DIMENSIONS. NOTIFY
2. PROVIDE Y4" PLYWOOD BACKING AT ALL PERMANENTLY ARCHITECT OF ANY DISCREPANCIES BETWEEN ACTUAL
INSTALLED WALL MOUNTED FIXTURES, INCLUDING CONDITIONS AND THE INFORMATION BEING
CABINETS, SHELVING, FIRE EXTINGUISHERS, TOILET REPRESENTED IN THESE PLANS.
ACCESSORIES AND PLUMBING FIXTURES 6. REFER TO ENGINEER DRAWINGS FOR ALL LOCATIONS OF
MECHANICAL, PLUMBING, AND ELECTRICAL ITEMS NOT
3� SEE SECTIONS 3 AND 4, SHEET A3 FOR RECOMMENDED SHOWN ON ARCHITECTURAL FLOOR PLANS, TYP.
MILLWORK CONSTRUCTION
EXIT EXIT
ELE F131
F;.1 11 /7 77 7 777.7 7777--7= -77 P=
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EXISTING F 8�
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CO RIDOR G Fin
CORRIDOR J ABOVE 7 23 V40RK
COUNTER N/
STOR ABOVE
H-� s-E E
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WATER 4F-21-] DRAW
BOTTLE CLEAN
EXISTING SINK
r 4 F3 07
FAMILY I I BULKWEAD 41-011 1 I—NEPq AL
ADMIN I I ABOVE AL L COPY I / 1 -31 1 2 PEDIA
EXAM 9 1 1 1 12 CLR I -------
4 EXA 3
CORRIDOR E
25
3� W�7
EXISTING 41-011 \1
CORRIDOR P /0
5ULKHEAD
ABOVE EXIST
EX15T KIDS
I I STOR \EV
31-0" PLAY AREA EXISTING
I I 20q
Zz�j_ _:Z4 ZI 20 TOILET 1 PEDIATRIC PEDIATRIC
EXAM 2
EXAM 1
EXPANDED EXISTING EXISTING
FA I LY PEDIATRIC VITALS
WAITING
I
--------------- ----------------- -----------------------------
EXIT
WAITING
1,0
--------------------------------------------------------------------
Fo-1
NEW COMSTRUC I IUN LUUH
SCALE: 5/16" = V-011
N
Issue Date
09-03-21
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Revisions
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Sheet No.
A2
�f 1, It LL-1 L 11
ROOF: DECK 12 GA. SUSPENSION WIRE PER MANUF.
ABOVE- SUPPORTED FRDM STRUCTURE
HEIGHT VARIES- A50VE
12 GA, WIRE BRACING TO
STRUCTURAL JOISTS OR DECK
ABOVE AT 4S" O.C. AND SECURE TO
T
PRIOR TO APPLYING NEW
CARD ON STUDS GC' MAY
ALSO USE MTL STUD BRACING AT
W-O" O.C. MA>e_ IN LIEU OF WIRE
AT SMOKE PARTITIONS- EXTEND
METAL STUDS AND GW5 ON ONE SIDE
OF WALL TO BOTTOM OF ROOF DECK-
�j Gr- TO FIELD VERIFY ALL AS-5UILTS
ROOF DECK CONDITIONS
EXTEND WA
61, MIN. A5cLL
)Vf-=
�'jCEILING (UON)
L SUSPENDED 2 X 2
ACOUSTICAL CEILING
SYSTEM
R-IS BATT INSULATION
OVER CEILING TILES TO
MATCH EXISTING
CONDITIONS
Gc TO PROVIDE 5/8" GYP. BOARD, PAINTED
PLYWOOD BACKING
AS REQUIRED AT ALL
LOCATIONS WHERE
UF10ER CA5INETRY,
EQUIPMENT, MONITORS,
ETC. SHALL REQUIRE I..
CNA 3" SOUND BATT INSULATION
STRUCTURAL (STC-50 MIN.) -SEE WALL
SUPPORT, TYP. TYPES
3 5/8" METAL STUDS 22 GA.
0 16" O.C. WITH 5/8" GYP.
50ARD EACH SIDE, TYP.
3 5/8" OR 6" FLOOR TRACK
ANCHORED INTO CONCRETE
WITH .11-1 DIAM HILTI POWER
ACTIVATED FASTENER UJ/
3/411 EM5EDMENTs 2411 O.C.
4" BASE - SEE PLAN
o EXISTING
CONCRETE SLAB
4
.4
INTERIOR WALL SECTION
-011
31411 11
10156 S.F. OPEN ATTIC
EXIT
60'-0"= DISTANCE
BETPqEEN TNO
FURTHERMOST
'POINTS IN SUITE
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�ETWEEN STUDS
5/5" METAL STUDS AT Iro" O.C.
kND 5/6" GYf=. 5D EACH SIDE,
Yf=.
INE OF WALL AT COWERS
)ECORATIVE WOOD CASING AND
RIM- MATCH PROFILE OF TRIM
�T EXISTING ADULT DENTISTRY
UITE
)OOR-REFER TO DOOR SCHEDULE
OTE: ALTERNATE NO.1
IREHUNG INTERIOR DOOf;R5' AND
RAMES THROUGHOUT. ALL DOORS
HALL BE 6-10ANEL SOLID CORE
)OORS. NO HOLLOW CORE FLUSH
1OOD DOORS THROUGHOUT
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VERIFY
CUT AND PATCH
REQUIRED
EXISTING CONCRETE
TRENCH
SLAB. BACK -FILL V41TH
V41DTH
3000 PSI CONCRETE
�r' 4
#3 X 16" DOWELS 02411 O.C.-
EXTEND MIN 61' INTO EX. SLAB
AND EPDXY GROUT BOT14 SIDES
OF SLAB CUT
- EXIST CONC SLAB N/
SCHEDULED FLOOR
FINISH
REPLACE AND BEAL
JOtNTS OF VAPOR IN -FILL TRENCH V41TH
ENGINEERED FILL AND
BARRIER TO MATCH
COMPACT TO q5% DENSITY
EXISTING
AB �FIL �DET�AIL...
SL
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9 �C: A �E _0
1 11504 S.F.1 OPEN 4TIC.
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VER��ED��A�BINE�T
L
�A �F
BUILDING OCCUPANCY
MEAN$ OF ECARF-55
NO. OF OCCUPANTS IN BUILDING
WAITING ROOMS- 800 SF/15 -
54
BREAK ROOMS- 244 SFA5 -
16
REST OF BLDG &cJlf SF/50 -
41
TOTAL a
Ill
EGRESS WIDTH REQUIRED
EGRESS WIDTH PROVIDED
Ill x.2 x 24"
2t%lf
MINIMUM NO. OF EXITS REQUIRED
2
NUMBER Or- EXITS PROVIDED
NOTE: MILLWORK ELEVATIONS AND
SECTIONS HAVE BEEN DRAWN AS A
GUIDE AND ALL DESIGN TO BE VERIFIED
V41TH OWNER PRIOR TO FABRICATION.
PROVIDE SHOP DRAWINGS WITH SPECIFIC
DIMENSIONS FOR FABRICATION
CONFORMING TO OWNER'S APPROVED
DESIGN AND SPECIFICATION CRITERIA
TYP. (UON)
MILLV40RK MANUFACTURER SHALL
COMPLY WITH AV41 CUSTOM GRADE
FABRICATION STANDARDS IF NO OWNER
SPECIFICATIONS AVAILABLE ALL CA51NET
DRAWERS AND DOOR FRONTS SHALL BE
PRES550ARD W/ PLASTIC LAMINATE
FINISH, TYP.
ALL CA51NET BASES TO BE IN MATERIAL
THAT SHALL WITHSTAND DAILY
MOISTURE FROM FLOOR CLEANING AND
APPLICATION OF SURFACE FINISH SHALL
BE APPLIED TO PREVENT DELAMINATION
I
TYP.
ALL CA51NET DOORS, DRAWER FRONTS,
EDGE ]BANDING, AND EXPOSED OUTSIDE
SURFACES TO HAVE PLASTIC LAMINATE
FINISH (UON) ALL INTERIOR CABINET
SURFACES TO HAVE MELAMINE FINISH.
GC TO PROVIDE OWNER LAMINATE
SELECTIONS PRIOR TO FABRICATION
LIFE SAFETY NOTES
1, ALL DESIGN CRITERIA, INCLUDING MEANS OF EGRESS CALCULATIONS (OCCUPANCY LOAD)
AND CODE REFERENCES, IS SHOWN UNDER PROJECT DATA! ON SHEET Al.
2- THIS PROJECT ENCOMPASSES A MODIFICATION PER FLORIDA FIRE PREVENTION CODE (FFPQ
6TH EDITION. TO INCLUDE NFPA 1 AND NFPA 101
a FIRE E"NGUISHER CABINET LOCATIONS SHALL BE AS INDICATED ON LIFE SAFETY PLAN
(FE) 2A MC EXTINGUISHER RESIGNATION.
NOTE MAXIMUN TRAVEL DISTAW-E FROM ANY PONT IN BUILDING TO EXTINGUISHER SHALL
NOT EXCEED 75 FEET� PER FBC SECTION 906
4. IF APPLICABLE ALL AUTOMATICALLY OPERATED DOORS SHALL BE CONNECTED TO
BUILDINGS FIRE ALARVV FIRE PROTECTION SYSTEM AND SHALL AUTOMATICALLY RETURN
TO OPEN POSITION UPON FIRE ALARM ACTIVATION OR POWER OUTAGE (BATTERY BACKUP)
FIRE PREVENTION NOTES
NIMUM 2AI05C RATING
I. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH Mi
NOTE ALL 2. EVERY EXIT DOOR SHALL BE OPENA15LE FROM INSIDE WITHOUT A KEY OR SPECIAL KNOWLEDGE
CONSTRUCTION SHAI L 3. EXISTING EXIT SIGNAGE SHALL COMPLY WITH FLORIDA BUILDING CODE AND ALL APPLICABLE
COMPLY V41TH T�IE STANDARDS.
FLORIDA FIRE 4. AS, REQUfRED THE CONTRACTOR SHALL PROVIDE AND INSTALL 5 LB. ABC FIRE EXTINGUISHERS,
PREVENTION CODE SURFACE MOUNTED, PER FIRE MAR-844ALL'S INSTRUCTIONS TO MEET CODE MINIMUM
(FFPC), 6TH EDITION 5. PROVIDE ACCESS BOX FOR FIRE DEPARTMENT (FIFFE MARSHALL APPLJCATIONS)
S.F. df-EN ATTIC:
FAMILY
EXAM 2
FAMILY
EXAM 1
CORRIDOR J
EXIT
NOT : THIS 15 NOT AN AMBULATORY
CARE FACILITY AS DEFINED IN THE
2020 FLORIDA BUILDING CODE, 7TW
EDITION, SECTION 202
GENERAL MILLWORK NOTES
L SEE DETAILS FOR TYP. CA51NET CONSTRUCTION
2. VERIFY ALL DIMEN51ONS BEFORE FABRICATING CABINETS.
NOT - PAY SPECIAL ATTENTION TO ENSURE ADA
REQUIREMENTS ARE MET (12" CLEARANCE FROM DOOR TO
CABINET ON PUSH SIDE / 18" CLEARANCE ON PULL SIDE).
1/4HEREVER THERE 15 A V40RK COUNTER (OPEN BELOW) THERE
SHALL BE GROMMETS FOR THE PASSAGE OF COMPUTER
ELECTRICAL HIRING.
4. AT ALL WORK COUNTERS AND CANTILEVERED CUSTOMER
COUNTERS, SUPPORTS SHOULD BE INSTALLED AS REQUIRED TO
ACHIEVE A STABLE CONDITION. SUPPORTS MAY NEED TO BE
ADDED FROM CONDITIONS SHOWN ON DRAWINGS.
5. BASE CABINETS - THERE SHOULD BE AN ADJUSTABLE SHELF
AT SINK LOCATIONS, PER THE PLANS.
6. PLASTIC LAMINATE EDGE BANDING TO MATCH CA51NET COLOR.
7. PLASTIC LAMINATE FINIsHE9 (COUNTERTOPS AND CABINETS)
TO BE COORDINATED WITH INTERIOR FINISHES SELECTED BY
OWNER. COORDINATION BY OWNER
8. FULL OVERLAY EUROPEAN CONCEALED HINGES V41TP 120 DEGREE
OPENING
q. FULL EXTENSION HEAVY DUTY DRAWER GUIDES.
10. %MM 5RUSHIED CHROME BACK MOUNTED V41RE PULLS
11. 314" 51RC14 PLYV400D CORE COUNTERTOF15 BUILT UP TO 1 1/211
ON ALL 4 EDGES
12. SQUARE EDGE PROFILE ON PLASTIC COUNTERTOPS AND
BACKSPLASWES
13. VERIFY LOCKING REQUIREMENTS V41TW OWNER
14. MILLV40RK CONSTRUCTION SHALL BE OF SUPERIOR QUALITY
AND COMPLY V41TH AWI CUSTOM GRADE STANDARDS
SAFETY GLAZING NOTE
TEIVIPERED/SAFETY C4ASS SHALL BE INSTALLED PER FBC 24064 HAZARDOUS
AS FOLLOWS�.
I IN ALL CLASS PANaS WITHIN SWIGING DOORS
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a. EXPOSED AREA OF INDIVIDUAL PANE IS 9 SQUARE FEET OR MORE.
b. BOTTOM EDGE OF GLAZING IS LESS THAN 1W AFF
TOP EDGE OF GLA7JNG IS GREATER THAN W AFF
d ONE OR MORE WAL" SURFACES IS WITHIN 36' OF THE PLANE OF
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Issue Date
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2008
Revisions
fteet No.
A3
FINISH SCHEDULE
GEWERAL FINSH NOTES
FNSH CODE
• REFER TO WALL LEGEND, PLANS WOR
SECTIONS FOR FIN SUBSTRATE.
• WHERE TWO OR MORE FINISHES ARE
SCHEDULED, SEE FL PLAN, REFLECTED CLG
PLAN, OR INT ELEVS FOR EXTENTS,
• WHERE TWO OR MORE CLG HEIGHTS ARE
SCHEDULED, SEE REFLECTED CLG PLAN.
• ONLY FINISH NON PRE —FINISHED ITEMS.
VW VINYL WOOD FLOORING,3
VCT VINYL COMPOSITION TILE EP EPDXY PAINT
CT CERAMIC TILE GB GYP BOARD
C CARPET VB VINYL BASE
W WOOD WC WALL COVERING
SC SEALED CONCRETE PB PAINTED BLOCK
P PAINTED GYP BD PS PAINTED STUCCO
ACT USTICAL CEILING TLE
NO.
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1/4/6/7
102
DENTAL NAITING
VN
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1,4,6,7
103
ADA PATIENTS
CT
CT
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1/4,6,7
104
CORRIDOR A
VN
N
F
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114/(0/7
105
NEV4 OPERATORY I
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1/4/6/7
106
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1/4/617
115
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VCT
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114
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3/416j7
115
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114,6,7
116
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117
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1/4/6/7
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514/6/7
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11416/7
120
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1/4,617
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3,4,617
125
COMMUNITY SERVICE
vpq
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114/6/7
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114/6/7
203
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1/4/6/7
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MED SUPPLY
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PEDI NURSES STATION
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F-XISTINCx STORAGE
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314,617
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1/4/617
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1/4/6/7
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CORR I DOR M
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1/416/7
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1/4,617
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11416,7
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11416,7
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CLASS C
1/416,7
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1/ 41617
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1/416,7
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REMARKS:
1. ALL EXAM ROOM$ USE WASHA5LE PAINT ON WALLS AS MANUFACTURED BY 'BENJAMIN MOORE'-
REGAL CLASSIC INTERIOR PAINT, EGGSHELL FINISH OR EQUAL.
2. CERAMIC TILE WALLS TO 46" AFF AT RESTROOMS. EPDXY PAINT ON WALLS A50VE TILE.
3. ALL INTERIOR COLOR SELECTIONS SHALL BE BY OWNER. GC TO ANTICIPATE A 2 -COLOR
INTERIOR WALL SCHEME WITH A PRIMARY COLOR THROUGHOUT AND AN ACCENT COLOR AT
-SELECTED WALLS.
4. IT SHALL BE THE RESPONSIBILITY OF: THE GENERAL CONTRACTOR TO PROVIDE SAMPLES OF
ALL FINISH MATERIALS (INCLUSIVE OF CEILING TILES, FLOORING MATERIALS AND WALL PAINT
COLORS) TO OtLNER FOR FINAL SELECTION BEFORE ORDERING AND INSTALLING SUCH
MATERIALS.
ROOM FINISH NOTES:
1. EGGSHELL PAINT FINISH ON ALL INTERIOR WALLS EXCEPT WHERE NOTED OTHERWISE.
2. WHERE VINYL WOOD FLOORING IS SPECIFIED IT SHALL BE AS MANUFACTURED BY 'ARMSTRONG- NATURAL CREATIONS- WOOD
PLANK APPEARANCE. PLANK DIMENSIONS SHALL BE APPROXIMATELY 4" WIDE x 3'-0" LONG. COLOR SELECTION BY OWNER.
3. WHERE CERAMIC TILE IS SPECIFIED, IT SHALL BE AS MANUFACTURED BY FLORIDA TILE- HAMLET MANOR, 12"x12". COLOR
SELECTION BY OWNER
4� WHERE CERAMIC TILE BASES ARE SHOUN THEY SHALL BE (a" HIGH AND 5HALL MATCH THE TILE ADJACENT TO THE WALL.
5. ALL FLOOR TILE SHALL BE SLIP -RESISTANT, HAVING A COEFFICIENT OF FRICTION (COF) OF .60 OR GREATER
(o. WHERE VINYL BASES ARE SPECIFIED, THEY $14ALL BE AS FOLLOWS: 'ARMSTRONG' VINYL COVE BASE- 4" HEIGHT- COLOR AS
SELECTED BY OWNER
-7. WHERE VCT FLOORING 16 SPECIFIED, IT SHALL BE AS FOLLOWS- 'ARMSTRONG' STANDARD EXCELON- 12" X 12"- FLOORING
SELECTION BY OWNER
8. ALL JOINT$ IN CMU TO BE FLUSH WITH MASONRY SURFACE AND APPLIED WITH 5LOCK PRIMER AT EXPOSED INTERIOR
CONDITIONS
1b. ALL INTERIOR WALL COLOR SELECTIONS SHALL BE BY OWNER. SEE ROOM FINISH SCHEDULE, REMARK No. 3
10. IT SHALL BE THE RESPONS151LITY OF THE GENERAL CONTRACTOR TO PROVIDE SAMPLES OF ALL FIN15HED MATERIALS AND
COLORS TO CLIENT FOR FINAL APPROVAL 5EFORE= ORDERING AND INSTALLING SUCH MATERIALS.
ALL RESTROOM AND HIGH HUMIDITY AREAS SHALL RECEIVE MOISTURE RESISTANT GYP. 50ARD (UON) ALL TILED WALL
AREAS $HALL BE PROVIDED WITH DENS TILE 5ACKER BOARD, DUROCK SUBSTRATE, OR APPROVED EQUAL
GENERAL CEILING NOTES
1. ALL CEILING HEIGHTS ARE TO BE COORDINATED WITH MECHANICAL
SUBCONTRACTOR PRIOR TO INSTALLATION. VERIFY DUCT AND
EQUIPMENT SIZES TO DETERMINE FINAL HEIGHT REQUIREMENTS.
NOTIFY ARCHITECT OF ANY DISCREPANCIES. GCSHALLBE
RESPONSIBLE FOR COORDINATION BETWEEN STRUCTURAL AND
MECHANICAL COMPONENTS TO ENSURE ADEQUATE DUCT RUNS AND
PROPER CEILING SPACE FOR MECHANICAL AND ABOVE CEILING ITEMS.
2, GYPSUM WALL BOARD AT RESTROOM AND HIGH HUMIDITY AREAS
SHALL BE MOISTURE RESISTANT GYP. BOARD (LION) ALL TILED WALL
AREAS SHALL BE PROVIDED WITH DENS TILE BACKER BOARD, DUROCK
SUBSTRATE, OR APPROVED EQUAL
3. VERIFY SELECTION OF LIGHT FIXTURES WITH OWNER PRIOR TO
INSTALLATION FINAL LOCATION OF SWITCHES TO BE DETERMINED BY
OWNER AND SHALL NOT INCUR ANY CHANGE ORDERS RESULTING
FROM MODIFICATIONS OF LOCATION IN THE CONSTRUCTION
DOCUMENTS.
4. ALL LIGHT FIXTURES TO BE CENTERED IN ROOM OR ALONG PATH OF
TRAVEL (UNLESS OTHERWISE NOTED OR SHOWN ON DRAWINGS)
5. ALL CEILING FINISHES TO BE SUSPENDED ACOUSTICAL SYSTEM W121 X
2' GRID SPACING (UNLESS OTHERWISE NOTED)
6. ALL INTERIOR RECESSED CAN LIGHTS SHALL BE ON DIMMERS, TYP.
U.O.N.
7. SECURITY SYSTEM (IF ANY) SHALL BE BY OWNER VENDOR -
COORDINATE LOCATION AND POWER REQUIREMENTS
8. GC SHALL USE ONLY ARCHITECTURAL REFLECTED CEILING PLAN FOR
LAYOUT OF CEILING SYSTEM AND FIXTURES - GC SHALL COORDINATE
W/ MECHANICAL AND ELECTRICAL DRAWINGS AND NOTIFY ARCHITECT
OF ANY DISCREPANCIES PRIOR TO START OF WORK
9. COORDINATE GRID AND LIGHTS INDICATED ON THIS PLAN WITH ALL
EQUIPMENT, INCLUDING X-RAY EQUIPMENT.
10. SEE ELECTRICAL PLANS FOR LOCATION OF ALL EXIT LIGHTS AND
EMERGENCY LIGHTS WITH BATTERY BACKUP
11. HEIGHT OF ACOUSTICAL CEILING SHALL BE 8'-4" AFF TO MATCH
EXISTING(UNLESS OTHERWISE NOTED).
CEILING LEGEND
NEW 2x4 LED LIGHT FIXTURE -
SEE ELEC.
2x2 LED LIGHT FIXTURE-
E] SEE ELEC.
0 RECESSED CAN LIGHT-
DIMMABLE- SEE ELEC.
F712x2 SUPPLY AIR-
SEE MECHANICAL
2x2 RETURN AIR-
F71 SEE MECHANICAL
NOTE: SEE ELECTRICAL FOR LOCATION OF
EXIT LIGHTS AND EMERGENCY LIGHTS.
CEILING SPECIFICATIONS
1. 24" x 24" ACOUSTICAL CE [LING TILE SHALL BE AS
MANUFACTURED BY'ARMSTRONG - DUNE #1774 ANGLED
TEGULAR 15/16" CEILING WITH PRELUDE XL 15/16"
EXPOSED TEE OR EQUIVALENT TO BE APPROVED BY
ARCHITECT
2. AT GYP. BOARD CEILINGS AND SOFFITS THE PAINT COLOR
IS TO MATCH THE COLOR OF THE ACOUSTICAL CEILING
TILES (OFF-WHITE)
3. AT STUCCO/ PLASTER CEILINGS THE PAINT COLOR IS TO
MATCH THE COLOR OF THE ACOUSTICAL CEILING TILES
(OFF-WHITE)
REFLECTED CEILING KEY NOTES
IF INDICATED ON DENTAL EQUIPMENT PLANS, PROVIDE BLOCKING ABOVE
CEILING FOR CEILING MOUNTED TRACK LIGHT OVER OPERATORY- SEE
DENTAL EQUIPMENT PLANS. BRACE TO STRUCTURE ABOVE AS REQUIRED TO
ACHIEVE SECURE CONDITION.
F2] GWB BULKHEAD TO EXTEND 1" BELOW FINISHED CEILING.
1-31 FIELD VERIFY CONDITION OF EXISTING EXTERIOR SOFFIT AND LIGHTS.
REPAIR/ REPLACE IF NECESSARY
F±1 EXISTING GWB BULKHEAD TO REMAIN UNDISTURBED
F-51 INSTALL SOUND INSULATION OVER CEILING, THIS ROOM
1:fl EXIT LIGHT- SEE ELECTRICAL PLANS
F 71 T-O" WIDE GWB SOFFIT AT +81-0" AFF- 3 5/8" 22 GA METAL FRAMING
BRACED TO STRUCTURE ABOVE
F8] T-6" WIDE GWB SOFFIT AT +8'-U'AFF- 3 5/8" 22 GA METAL FRAMING
BRACED TO STRUCTURE ABOVE
1-91 PROVIDE BLOCKING FOR TV SUSPENDED FROM CEILING DIRECTLY
OVER OPERATORY. SEE ELECTRICAL
Fi-ol WALL MOUNTED FIXTURE IN CLOSET. SEE ELECTRICAL
WE
Issue Date
09-03-21
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2008
Revisions
�All
,%set No.
A4
ACCESSORIES LEGEND TOILET PAPER Issue Date
42- MIR 11-01 DISPENSER � 09-03-21
(TO 5E VERIFIED WITH OWNER PRIOR TO SEE ACCESSORJES LEGEND, THIS SHEET MAX
WNSTRtICTION)
\� ----------
WALL MTD.
WALL MIRROR WITH STAINLESS STEEL GRA5 BAR PER
EDGE BANDING, 24" WIDE X 36" HIGH, ADA Co�)
EQUIVALENT TO B05RICK 15-165 METAL STUDS
STANDARD CD in
MOUNT 50TTOM AT 40" A.F.F. URINAL BEYONR TYR 4w
71-- 98
SURFACE MOUNTED PAPER TOWEL 02 HO URINAL -4e" X Sea" CLEAR FLOOR :E
DISPENSER PROVIDED AND SPACE AT WATER CLOSET GRAB BAR FLANGE UNISEX (1-1
z to
INSTALLED BY OTHERS wc wC STANDARD WC- W-C" TURNIWG Z CL U.
HC- GRA5 5AR, EQUIVALENT TO n E
15015RICK 45-62al SEE FLOOR PLAN RADIUS PER C
WC LAV -:3 ADA GRAB BAR BY BOBRICK
qz-, 4) 00
TOILET PAFeR DISPENSER f;mr-EssEo MODEL 8W660 OR EQUAL 8" e-- OD
09, M-M
INTO WALL. PROVIDED AND INSTALLED
5Y OTHERS. GC TO INSTALL 5LOCKIW-s 4 b
J b 30" X 40" CLEAR 2 X 6 WOOD BLOCNNG
AS REQUIRED FLOOR SPACE AT SPANNING BETWEEN STUDS WALL SIG 0-
SPENSER, jj LAVATORY A 1/32in. RAISED SANS -SERIF UPPEFCASE CHARACTERS
SURFACE MOUNTED SOAP 01 LINE OF FIN. FI-R.-j
PROVIDED AND INSTALLED 15Y SOAP ACCOMPANIED BY GRADE 2 BRAILE CHARACTERS MIN. 5/&n. HIGH. 0
OTHERS. Ga To INSTALL 5LOCKING AS DISPENSER W1 2- X 1/4' #20 MACHINE
REQUIRED L MIRROR A15OVE SCREWS (3 AT EA FLANGE) B, C(XOR BACKAG90UND TAUPE TYPE/FIGURE: WHITE (COLORS TO
SURFACE MOUNTED TOILET PAPER TYPICAL MOUNTING HEIGHTS BE NON --GLARE FINISH
DISPENSER PROVIDED AND SURFACE MOUNTED =a
SIMPSON WOOD SCREWS
INSTALLED 5Y OTHERS. NOTE USE PAPER TOWEL C. MOLINTING3 HEIGHT: CENTER OF SIGN TO BE 5 FEET ABOVE THE
SURFACE MOUNTED EQUIPMENT AT 3/8* = f-O" DISPENSER C��L) 5Y OTHERS. GC TO SDS 1/4! X 3 W FLOOR ON THE WALL - LATCH SIDE
INSTALL SLOOKIN64 (3 TOTAL EACH SIDE OF
RATED OR MASONRY WALLS VERIFY AS REQUIRED BLOCKNG TOENALED UPWARD) D MOUNTING METHOD DOUBLE STICK FOAM TAPE, SCOTCH BRAND
THAT EQUIPMENT DOES NOT CONFLICT %=
WITH CLEARANCE REQUIRED FOR NOTE: FINAL PLASTIC LAMINATE NOT : IT SHALL BF THE L-0 w
ACCESS151LITY SELECTIONS SHALL BE MADE BY RESPONSIBILITY OF THE GENERAL UNISEX / ACCESSIBLE SIGN 2X VERTICAL WOOD BLOCKJNG E THICKNES& 1/4 INCH
ONNER CONTRACTOR TO OBTAIN FINAL ON CORRIDOR SIDE OF INSET IN METAL STUDS BETWEEN
APPROVAL FROM CLIENT OF ALL FMSTROOM DOOR SUPPORT AREA F FABRICATION METHOD MEW PLE)(IGLAS SIGN WITH SURFACE
MILLNORK INDICATED ON INTERIOR C40PHCS AND BACK SPRAYED
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ARCHITECTURAL SPECIFICATIONS
NOTE: NOT ALL ITEMS ARE APPLICABLE TO THIS PROJECT
A. TERMITE CONTROL
USE AN EMULSIBLE CONCENTRATE INSECTICIDE FOR DILUTION WITH
WATER SPECIFICALLY FORMULATED TO PREVENT INFESTATION BY
TERMITES. FUEL OIL WILL NOT BE PERMITTED AS A DIWENT. PROVIDE
A WORKI�G SOLUTION OF ONE OF THE FOLLOWING CHEMICAL R EMENTS
AND COWENTRATION&
PRODUCTS
DURSBAN TC AS RECOMMENDED BY MANUFACTURER
ALDRIN: 0.596 IN WATER EMUL-90N
DELDRN: 05% IN WATER EMULSION
HEPTACHLOR 05% IN WATER EMULSION
OTHER SOLUTIONS MAY BE USED AS RECOMMENDED BY APPLICATOR
AND IF ACCEPTABLE TO ARCHITECT AND LOCAL GOVERNING
AUTHORITES. USE ONLY SOL TFEATMENT SOLUTIONS WHICH ARE NOT
INJURIOUS TO PLANTING,
It 9 ;11
CONTRACTOR SHALL PROVIDE A PERMANENT SIGN NEAR EXJSTI% OR
NEW WATER HEATER OR ELECTRICAL PANFI WHICH IDENTIFIES TERMITE
TREATMENT PROVIDER PRODUCT USED, TIME AND DATE OF THE
TREATMENT SITE LOCATION, AREA TREATED CHEMICAL USED PERCENT
CONCENTRATION AND NUMBER OF GALLONS USED TO ESTABLISH A
VERIFLA&E RECORD OF PROTECTIVE TREATMENT
CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL EARTH
ON THE EXTEIROR OF TI-E BUILDI% SHALL NOT BE LESS THAN 6 INCHES
IN ORDER TO PROVIDE TERMITE INSPECTION
CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST
T-0' AWAY FROM BUILDNG SIDE WALLS
INITIAL TREATMENT OF TERMITE P0634W AND PROTECTION SHALL
BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE
COMPLY WITH FBC SECTION 1816.1.1
SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED
INCLUDING SPACES BOXED OR FORIVIED
BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION
HALL BE M%E H PERMANENT METAL OR PLASTIC
W
WpSJUMSENT PORIVIS T"BE OF A SIZE AND DEPTH THAT WILL
ELIMINATE THE DISTURBANCE OF SOL AFTER INITIAL SOIL TREATMENT
REMOVE ALL CONCRETE OVERPOUR AND MORTAR ALONG THE
FOIJINDATION PERIMETER PRIOR TO EXTERIOR TERMITE SOL TREATMENT
CHEMICALLY TREATED SOIL FOR SUBTERRANEAN TERMITES SHALL BE
PROTECTED WITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTECT
AGAINST RAINFALL DILUTOR RETREATIVIENT SHALL BE REQUIRED IF
RAINFALL OR DILUTION OF CHEIVICAL OCCURS PF40R TO SOL PROTECTOR
ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION TREATMENT AND
PROTECTION AGAINST SUBTERRANEAN TERMFrES LICENSED PEST
CONTROL APPLICATOR SHALL ISSUE A CERTIFICATE OF COMPLIANCE TO
THE BUILDING DEPARTMENT WITH THE FOLLOWING STATEMENT:
M-E BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE
PREVENTION OF SUBTERRANEAN TERMITES TREATMENT IS IN ACCORDANCE
WIT�&IES
OF UL* LAWS ESTABLISHED BY NE FLORIDA DEPARTMENT
AND C04SUMER SERVICER"
GC SHALL REMOVE ALL LOOSE WOOD AND FILL FROM BELOW AND
WITHIN T-0" OF THE BUILDING, INCLUDING \A= STAKES, FORMWORK,
TRAP BOXES, SHORWA OR OTHER CELLULOSE CONTANNG MATERIAL
NO WOOD, VEGETATION STUMPS� DEAD ROOTS, CARDBOARID, TRASH,
OR OTHER CELLULOSE -CONTAINING MATERIAL SHALL BE BURIED ON THE
BUILDING LOT WITHIN 15 FT. OF ANY EXISTING OR PROPOSED BULDING
STRUCTURE
AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER
CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION,
ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED SHALL
BE RETREATED.
SOL TREATMENT SHALL BE APPLIED UNDER ALL EXTEROR CONCRETE
OR GRADE WITHIN T-O' OF THE STRUCTURE SIDEWALLS,
B. CONCRETE
PRODUCTS
CONCRETE MIX UNLESS SPECIFIED ON STRUCTURAL DOCUMENT&
PROVIDE CONCRETE TO THE FOLLOWING MIX DESSIGNI:
COMPRESSIVE STRENGTH (28 DAY) MINIMUM 3000 P.SI.
MAXIMUM 2196 FLY ASH OF CEMENT
EXAMINATION
VERIFY COMPACTED SUBGRADE IS ACCEPTABLE AND READY TO
SUPPORT PAVING
VERIFY GRADIENTS AND ELEVATIONS OF THE BASE ARE CORRECT
Pf:EPARATION
MOISTEN BASE TO MINIMIZE ABSORPTION OF WATER FROM FRESH
COW -FETE COAT SURFACES OF ALL FRAMES WITH OIL TO
PREVENT BOND WITH CONCRETE
NOTIFY ARCHITECT MINIMUM 24 HOURS PRIOR TO COMMENCEMENT
OF CONCFETIWG OPERATIONS
EXECUTION
ENSURE REINFORCEMENT, INSERTS, EMBEDED PARTS, FORMED
JOINTS ARE NOT DISTURBED DURING CONCRETE PLACEMENT
PLACE C)ONICRETE CONTINUOUSLY BETWEEN PREDETERMINED
CONSTRUCTION JOINTS DO NOT BREAK OR NTERRUPT
SUCCESSIVE POURS SUCH THAT COLD JOINTS OCCUR
JOINTS
PLACE CONTROL JOINTS AT 10 FOOT INTERVALS (LON)
PLACE JOINT FILLER BETWEEN PAVING COMPONENTS AND BUILDING
(DR OTHER APPURTENANCES
PROVIDE SAW JOINTS AT 5 FEET INTERVALS IN SIDEWALKS
SAW CUT CONTRACTION JOINTS 31*6 INCH WIDE AT AN OPTIMUM 11ME
UP TO 24 HOURS AFTER FINISHING. CUT 1/4 INTO DEPTH OF SLAB
FINISHIW-A
STEEL TROWEL
PROTECTION
IMMEDIATELY AFTER PLACEMENT PROTECT CONCRETE FROM
PREMATURE DRYING, EXCESSIVE HOT OR COLD TEMPERATURES,
AND MECHANICAL INJURY
C. COLD FORMED METAL FRAMING
PRODUCTS/MANUFACTURERS
DALE INDUSTRIES, INC
DIETRICH INDUSTRIES, INC
ALLSTEEL & GYPSUM PRODUCTS, INC
FRAMING MATERIALS
STUDS ASTM C955 FORMED TO CHANNEI SHAPE, SOLID WEB
GUAGES AS INDICATED ON DRAWWSS, I INCH FACE AND
3 5/8 OR 6 IN. DEEP TRACK, FORMED STEEL, CHANNEL
SHAPED, SAME WIDTH AS STUDS, SOLID WER 20 GAGE THICK
UNLESS OTHERWISE SPECARED ON PLANS)
ACCESSORIES
BRACIWA FURRIWA BRIDGING, PLATES GUSSL7S AND CUPS FORMED
SHEET STEEL, THICKNESS DETERVINED FOR CONDITIONS
ENCOUNTERED
FASTENERS
SELF DRILLM SELF TAPPING SCREWS, BOLTS, NUTS AND WASHERS,
ASTIVI A123, HOT DIP GALVANIZED TO 125 OZ/90 FT
ANCHORAGE DEVICES POWER ACTUATED AND DRILLED EXP BOLTS
WELDING; N CONFORMANCE WITH AWS D11 AND AWS D13
FABRICATION
FABRICATE ASSEMBLIES OF FRAMED SECTIONS OF SIZES AND
PROFILES REQUIRED WITH FRAMING MEMBERS FITTED,
REINFORCED, AND BRACED TO SUIT DESIGN MQUIREI`V�NITS
FINISHES
STUDS GALVANIZE TO G90 COATING CLASS
TRACKS AND HEADEFe GALVANIZE TO G90 COATING CLASS
BRAO�4 FURRINGA BRIDGING, PLATES, GUSSETS AND CUPS, SAME
FINISH AS FRAMING MEMBERS
D. BUILDING INSULATION
PRODUCTS/MANUFACTURERS
CERTAINTEED CORPORATION
OWENS-CORNING FIBERGLASS CORPORATION
ATLAS ENERGY PRODUCTS
CELOTE)( ROOFING PRODUCTS
INSULATINGG MATERIALS
RIGID BOARD PREFORMED UNITS
SOUND ATTENUATION BLANKETS: ASTM C 665� TYPE 1,
UNFACED MINERAL FIBER INSULATION 3 IN. THICK MIN.
STC-50 MIR AT ALL INTERIOR PARTITIONS
SPRAY FOAM ICYNENE INSULATION (R-30 MIN)
BATT INSULATION: ASTIVI C665, PREFORMED GLASS FIBER BATT,
FRIC-nON FIT, R-VALUE OF 11, BATT SIZE 16 X 48 INCH, UNFACED,
FLAME/SMOKE PROPERTIES 25/25 IN ACCORDANCE WITH ASTM E84
POLYISOCYANURATE ROOF INSULATION: CLOSED CELL TYPE�
2 LB/CU FT., FACTORY APPLIED FIBERGLASS FACING TYPE Z
FLAME SPREAD 25, AND AGED R OF 30 MIN
PREPARATION
CLEAN SUBSTRATE OF SUBSTANCES HARMFUL TO
INSULATION AND INTERFERING WITH ATTACHMENT
INSTALLATION
INSTALL PER MANUFACTURER'S RECOMMENDATIONS
BOND UNITS TO SUBSTRATE WITH ADHESIVE OR MECHANICAL
ANCHORAGE TO PROVIDE PERMANENT PLACEMENT OF UNITS
INSTALL MINERAL FIBER BLANKETS IN CAVITIES BY
FRICTION FIT
E. WOOD BLOCKING AND CURBING
MATERIALS
LUMBER GRADING RULEa NFPA SPIR WCUB,
MISCELLANEOUS FRAMING STRESS GROUP D,
SPECIES, 19 PERCENT MAXIMUM MOISTURE CONTENT,
PRESSURE PRESERVATIVE TREAT
PLYWOOD' APA RATED SHEATHING, GRADE C-D,
EXPOSURE DURABILITY I SANDED,
ACC'ES
AW&%A
FASTENERS AND ANCI-IORR.
FASTENERS HOT -DIPPED GALVANIZED STEEL
FOR HGH HUMIDITY AND TREATED WOOD
LOCATIONS, UNFINSHED STEEL ELSEWHERE
ANCHORR TOGGLE BOLT TYPE FOR ANCHORAGE
TO HOLLOW MASONRY EXPANSION SHELD AND
LAG BOLT TYPE FOR ANCHORAGE TO SOLD
MASONRY OR CONCRETE BOLT OR BALLISTIC
FASTENER FOR ANCHORAGES TO STEEL
FACTORY WOOD TREATMENT
FIRE RETARDANT' AWPA TREATMENT C2A EXTERIOR
INTEF40R TYPF, CHEMICALLY TREATED AND PRESSURE
IMPREGNATED.
WOOD PRESERVATIVE (PRESSURE TREATME":
AWPA TREATMENT 01 USING WATER BORNE
PRESERVATIVE WITH 0.25 PERCENT RETAINAGE
WOOD PRESERVATIVE (SURFACE APPLICATICN� CLEAR
TYPE, COMPATIBLE WITH PRESSURE TREATED TYPE
SHEATHING
SECURE SHEATHING TO FRAMING MEMBERS WITH
ENDS OVER FIRM BEARING AND STAGGERED.
INSTALL TELEPHONE AND ELECTRICAL PANEL BOARDS
WITH PLYWOOD SHEATHING MATERIAL WHERE
REQUIRED. OVER SIZE THE PANEL BY 12 INCHES ON
ALL SIDES UNLESS SIZE IS CALLED FOR ON DOCUMENTS.
PANEL SHALL BE 3kV THICK UNLESS OTHERWISE NOTED
E. SHEET METAL FLASHING AND TRIM
PERFORMANCE REQUIREMENTS
INSTALL SHEET METAL FLASHING AND TRIM TO WITHSTAND
WIND LOADS, STRUCTURAL MOVEMENT, THERMALLY INDUCED
MOVEMENT, AND EXPOSURE TO WEATHER AND LIQUID WATER
WITHOUT FAILING AND WILL WITHSTAND WIND LOADS, THERMALLY
INDUCED MOVEMENT, AND EXPOSURE TO WEATHER
WITHOUT FAILURE.
FABRICATE AND INSTALL FLASHINGS AT ROOF EDGES
TO COMPLY WITH FM LOSS PREVENTION DATA SHEET 1-49 FOR
WIND ZONE 1 (20-30 PSF)
METALS
MILL -FINISH ALUMINUM SHEET ASTM B 2D9, 30034M, WITH
MINIMUM THICKNESS OF 0.040 INCH, UNLESS OTHERWISE NOTED
REGLETS
UNITS OF TYPE, MATERIAL AND PROFILE INDCATEDI, FORMED
TO PROVIDE SECURE INTERLOCKING OF SEPARATE REGLET
AND COUNTERFLASHING PIECES AND COMPATIBLE WITH FLASHING
INDICATED. REGLET ACCESSORIES INCLUDE SURFACE -MOUNTED,
STUCCO AND MASONRY TYPE PROVIDED BY EITHER
FRY REGI-ET, HICKMAN, OR KEYSTONE FLASHING COMPANY.
ACCESSORIES
FASTENERS ASPHALT MASTIC ELASTOMERIC SEALANT EPDXY
SEAM SEALER ADHESIVES, METAL ACCESSORIES, ROOFING CEMENT
FABRICATION
FABRICATE SHEET METAL FLASHING AND TRIM T COMPLY
WITH RECOMMENDATIONS OF SMACNAS 'ARCHITECTURAL SHEET
METAL MANUAL! THAT APPLY TO THE DESIGN, DIMENSIONS,
METAL, AND OTHER CHARACTERISTICS OF THE ITEM INDICATED
FORM EXPOSED SHEET METAL WORK WITHOUT EXCESSIVE OIL
CANNING AND BUC-4<1-IW;� AND FABRICATE NON-4VIOVING
FLAT --LOCK SEAMS SEALEDwnH EPDXY SEAM SEALER
SPACE MOVEMENT JOINTS AT 10 FEET MAXIMUM WITH NO JOINTS
ALLOWED WITHIN 24 INCHES OF CORNER OR INTERSECTION
LAPPED OR BAYONET -TYPE TO HAVE EXPANSION JOINTS OF
INTERMESHING HOOKED FLANGES NOT LESS THAN I INCH DEEP
FILLED WITH MASTIC
SEPARATE METAL FROM NOWOMPATIBLE ME7AL OR CORROSIVE
SUBSTRATES BY COATING CONCEALED SURFACES AT LOCATIONS
OF CONTACT WITH ASPHALT MASTIC OR OTHER PERIVIANENT
SEPARATOR
CCNCCEAL FASTENERS AND EXPANSION PROVISIONS WHERE
POSSIBLE EXPOSED FASTENERS ARE NOT ALLOWED ON FACES
OF SHEET METAL EXPOSED TO PUBLIC MEW
FABRICATE CLEATS AND ATTACHMENT DEVICES FROM SAME
METAL COMPONENT BEING ANCHORED
PRODUCT MATERIALS
RR P TRATION FLASHING LEAD AT 4.0 LB PER SF
H TV
PERED
SCUPPERS. ALUMINUM AT 0.032 INCH THICK
EXPOSED TRIMS, GRAVEL STOPS, AND FASCIA ALUMINUM
AT 0.05 INCH THICK
CXX1NIGS: ALUMINUM AT 0.05 INCH THICK
COUNTERFLASHM-L ALUMINUM AT 0.032 INCH THICK
DRIP EDGES, ALUMINUM AT 0.05 INCH THICK
FINISHES
COMPLY WITH ALUMINUM ASSOCATKNS IDESGNATION
SYSTEM MR ALUMINUM FINISHES'
HIGH --PERFORMANCE ORGANIC COATING FINISH: AA-CVC42RIX
PREPARF, PRETREAT, AND APPLY COATING TO EXPOSED
METAL SURFACES MANUFACTURERS STANDARD 2-COAT
FLUOROPOLYMER SYSTEM TO COMPLY WITH AAMA 6052
COLOR AND GLOSS TO BE SELECTED BY ARCHITECT
G, SBS—MODIFIED BITUMINOUS SHEET ROOFING
PERFORMANCE REQUIREMENTS
INSTALL A WATERTIGHT, MODRED BITUMENCUS MEMBRANE
ROOFING AND BASE FLASHING SYSTEM WITH COMPA11BLE
COMPONENTS THAT WILL NOT PERMIT THE PASSAGE OF
LIQUID WATER AND WILL WITHSTAND WIND LOADS, THERMALLY
INDUCED MOVEMENT, AND EXPOSURE TO WEATHER
WITHOUT FAILURE,
SHEE7 ROOFING AND COMPONENT MATERIALS TO COMPLY
WITH UL FOR CLASS A EXTERNAL FIRE EXPOSURE FIM 1-90
WIND UPLIFT CLASSIFICATION, ASTM E 84 AND 119
WARRANTY
FURNISH WRITTEN WARRANTIES THAT SHALL COVER ANY AND
ALL NECESSARY LABOR AND MATERIAL FOR REPAIR OR
REPLACEMENT WORK REQUIRED TO KEEP AND MAINTAIN THE
ROOFING MEMBRANE AND MEMBRANE FLASHING WORK IN A
WATERTIGHT AND FIRST CLASS CONDITION AT NO ADDITIONAL
COST TO OWNER WARRANITES SHALL BE FURNIISHED AS
FOLLOWS AFTER THE DATE OF SUBSTANTIAL COMPLETION
TWO (2) YEARS BY THE ROOFING INSTALLER
TWENTY (20) YEARS BY MANUFACTURER OF ROOFING PRODUCT
ONE 0 YEAR BY GENERAL CONTRACTOR
SUBMITTALS
SHOP DRAWIW�S INCLUDING PLANS, SECTM, DETAILS FOR
BASE FLASHINGS� CANTS, MEMBRANE TERIMINATIONS, FASTENING
PATTERNS CRICKETS SADDLES AND TAPERED EDGE STRIPS
WRITTEN CERTIFICATION FROM ROOFING MANUFACTURER OF
MODIFIED BITUIVIENOUS SYSTEM CERTIFYING THAT INSTALLER IS
APPROVED BY MANUFACTURER TO INSTALL SPECIFIED SYSTEM
SUBMIT CALCULATIONS CERTIFYING THAT BASE LAYER AND
INSULATION SYSTEM WILL PROVIDE A MINIMUM AVERAGE AGED
R-VALUE OF R20 FOR THE COMPOSITE ROOF ASSEMBLY
AR"MA IINARMA'0-102301
SUBMIT CE-RnFICATION BY ROOFNG MANUFACTURER THAT
CONTRACT DOCUMENTS ARE ACCEPTABLE TO THEM FOR
THE DECK AND SURFACM TO WHICH TI-iEY ARE APPLIED
F Cf-7ALS ARE NOT ACCEPTABLE BY MANLIFACTUFEI� SUBMIT
PROPOSED CORRECTIVE DETAILS AND REASONS FOR
NON -ACCEPTANCE NO DE�VIATION IS TO BE MADE FROM THIS
SPECIFICATION WITHOUT PRIOR APPROVAL BY THE ROOFING
MANUFACTURER AND SUBMITTED TO ARCHITECT
INSPECTION PRIOR TO, DURING, AND COMPLETION OF THE
ROOFING INSTALLATION SHALL BE MADE BY A REPRESENTATIVE
OF THE MANUFACTURER IN ORDER TO ASCERTAIN ROOFING
SYSTEM HAS BEEN INSTALLED PROPERLY ACCORDING TO
THEIR SPECIFICATIONS, STANDARDS, AND DETAILS
ROOFING SYSTEM AND MATERIALS
2-PLY SBS MODIFIED BITUMEN ELASTOMERIC, ROOFING
SYSTEM FOR G[-UE-DOWN INSTALLATION OVER RGD
INSULATION.
BASE PLY CONSISTS OF SMOOTH SBS RB69GLASS OR
POLYESTER RSNIFORCED, 118 MIL THICK MEMBRANF, 80 LBS
PER 100 SQUAFE FEET (AVERAGE)
CAP PLY CONSSTS OF SBS FIBERGLASS OR POLYESTER
REINFORCED, 120 MIL THICKNESS WITH WHITE GRANULAR
SURFACF, 90 LBS. PER 100 SQUARE FEET (MINIMUM)
FLASHINGS CONSIST OF SBS FIBERGLASS OR POLYESTER
REINFORCED, 98 ML THICKNESS MIR, FACED WITH EMBOSSED
ALUMINUM FOIL, 90 LBS PE14 100 SQUARE FEET (MIN!")
RCOFINGi BITUMENS CONSIST OF ROOFNG ASPHALT TO
COMPLY WITH ASTM D31Z TYPE N
MANUFACTURERS
SIPLAST PARADENE 20/30 FR WITH PARADENE 20 EG
BASEAND PARADIENE 30 FIR CAR WITH VERAL ALUMINUM
SURFACED FLASH1% SYSTEM APPLIED OVER PARADENE
20 EG FLASHING BASE PLY
SCPREMA 2144 FR WITH SOPRALENE 180 SANDED BASE AND
SOPPALENE 180 FR GRANULES CAP, WITH SOPRALAST 50 TV ALU
ALUMINUM SURFACED FLASHING SYSTEM APPLIED OVER
SOPRALENE FLAM 180 FLASHING BASE PLY
APPROVED EQUIVALENT
NOTE VOIDS AIR POCKETS, RIDGE$, AND WRINKLES SHALL
NOT BE ACCEPTABLE AS A FINISHED PRODUCT
RELATED MATERIALS
WOOD MEMBERS TO COMPLY WITH ROUGH CARPENTRY
CANTS PERUTE BOARD ASTM C 728 OR SOLD PT WOOD
TAPERED EDGE STRIPS: RIGID PERIJTE BOARD, ASTIM C
WALKWAY PROTECTION BOARDS. THICK BITUMINOUS PANELS
SUBSTRATE JOINT TAPE 6' OR 8" WIDE, COATM GLASS-FIBM
MASTIC SEALANT
ASPHALT PRIMER ASTM D41
m- -68-
COMPLY WITH INS"TICNI MANLIFACTUTEM WFf rf EN
INMWTM FOR TFE STCPAGI� HANDUSIGA tWALLATK)K
AND ANCHORAGE OF N&LATION M SLeSTRATE OR DECK
H. JOINT SEALERS
PERFORMANCE REQUIREMENTS
PROVIDE ELASTOMERC JOINT SEALANTS THAT HAVE BEEN
PRODUCED AND INSTALLED TO ESTABLISH AND MANTAN
WATERTIGHT AND AfITGHT CONTINLCUS SEALS WITHOUT
CAUSING DETERICATION OF JOINT SUBSTRATES
ELASTOMERIC JOINT SEALANTS
COMPLY WITH ASTM C 920 AND CLASSIFICATIONS FOR TYPF,
GRADE, GLASS, AND USES
SlW;iLE PART POURA&E URETHANE SEALANIT FOR USE T
BY VULKEM 45/MAMECO INTERNATICINAL INC. OR
APPROVED EQUAL
ONE -PART NONSAG URETHANE SEALANT FOR USE NT
BY "VULKEM 921'lMAMEC0 INTERNATIONAL INC
LATEX JOINT SEALANTS
USE 'AC-20"/PECORA CORP. OR 'SONOLAC7SONNEBORN
BUILDIW;, PRODUCTS OR APPROVED EQUAL AS TO COMPLY
WITH ASTM C 834
ACOUSTICAL JOINT SEALANTS
PROVIDE NONSAG, PAINTABLE, NON-STAJNIW3 LATEX
SEALANT COMPLYING WITH ASTIVI C 834
FOR CONCEALED JOINTS USE NON-DRYING, NON -HARDENING
SYNTHETIC RUBBER SE&k4-f FOR INTERIOR JOINTS
JOINT SEALANT BACI'QNG
PLASTIC FOAM JOINT FILLERS PREFORMED COMPRESSIBLE,
RESILIENT, NON -STAINING MATERIAL THAT IS CLOSED-CFELL
POLYETHYLENE FOAM AND NON-ABSORBANT TO LIQUID WATER
OR GAS AND COMPUES WITH ASTM D 1623 AND ASTM C 1083
JOINT FILLERS FOR CONCRETE PAVING
BITUMENOUS FIBER JOINT FLLER PREFORMED STRIPS
OF ASPHALT SATURATED FIBEREIOARD, USE EITHER
*RBER EXPANSION JOINT" - THE BURKE COMPANY OR
'TEX-LITE FIBER - J&P PETROLEUM PFIODUCTS INC
SPECIFICATIONS GENERAL NOTE:
THE SPECIFICATIONS INDICATED ON THIS PAGE ARE ARCHITECTS
RECOMMENDATIONS ONLY. NOT ALL ITEMS ARE APPLICABLE TO THIS PROJECT,
GENERAL CONTRACTOR TO VERIFY OWNER'S PREFERENCES PRIOR TO ORDERING
MATERIALS OR PERFORMING WORK
1. STANDARD STEEL FRAMES
PRODUCTS/MANUFACTURERS
AMWELD BUILDING PRODUCTS
CECO CORPORATION
MESKER INDUSTRIES
FIREDOOR OF FLORIDA
STEELCRAFT MANUFACTURING COMPANY
FRAMES
INTERIOR FRAMES 16 GAGE THICK MATERIAL, BASE
METAL THICMESS
ACCESSORIES
SILENCEF&' RESILIENT RUBBER FITTED INTO DRILLED HOLE
REMOVABLE STOPS: POLLED STEEL CHANNFI SHAPE,
MITERED CORNERS, PREPARED FOR COUNTERSINK STYLE
TAMPER PROOF SCREWS
BITUMINOUS COATING, FIBERED ASPHALT EMULSION
PRIMER ZINC CHROMATE TYPE
FINISH
STEEL SHEET GALVANIZED TO ASTM A525 G60 FOR
INITERIOR AND G90 FOR EXTERIOR
PRIMER BAKED
INSTALLATION
INSTALL FRAMES IN ACCORDANCE NTH ANSVSD-100 AND DHI
COORDINATE W/ WALL CONSTRUCTION FOR ANCHOR PLACEMENT
COORDINATE INSTALLATION OF FRAMES WITH INSTALLATION
OF HARDWARE AS SPECIFIED
J. FLUSH DOORS (IF APPLICABLE
WARRANTY
PROVIDE WARRANTY FOR LIFE OF INTERIOR DOORS
PRODUCTS/MANUFACTURERS
DOOR MERICA - AMERICAN SERIES
CRAFTMASTER
MASTER CRAFT
MASONITE FLUSH SERIES
OR EQUAL APPROVED BY ARCHITECT
DOOR CONSTRUCTION
FLUSH SOLID CORE WOOD NT0:4OR DOORS 1 3W THICK
PREFINISHED TO MATCH EXISTING NTEF40R DOORS
SUBMIT SAMPLE FOR OWNER / ARCHITECT REVIEW BEFORE ORDERI%
K. HARDWARE (IF APPLICABLE
PRCIDUCCTS/MANUFACTUIRERS
HINGES HAGER, STANLEY, AND MCKINNY
PUSH/PULLR ROCKWOOD, HAGER AND IVES
CYLINDER LOCKS: RUSSWIN, SCHLAGE AND SARGENT
SCHLAGE 'S' SERIES HAGER # M SERES W/ GRADE 2 CYLINDRICAL
LEVERS OR APPROVED EQUAL
CLOSERR LON RUSSWIR OR SARGENT
LCN 1461 SERIES, HAGER # 5200 SERIES OR APPRCVED EQUAL
CONCEALED CLOSERS USE LCN, DORMA� RIXSON
PANIC HARDWARE- VON DUPRIN OR APPROVED EQUAL
VON DUPRIN 22 SERIES WITH PP RIM DEVICE AND 210 NL TRIK HAGER
#4700 SERIES EXJT DEVICE OR APPROVED EQUAL
OVERHEAD HCLDER& GLYNN-JOHNSON, AND RXSON
NO RASTC END CAP ACCEPTED
MANUAL AND AUTOMATIC BOLTS� IVES, HAGER AND DO
GASKETING: PEIVIKQ DURAELF, AND NATIONAL GUARD
PROTECTION PLATER ROCKWOOD, HAGER, AND IVES
MOUNTING HEIGHTS
HINGE-S US26 LOCKSETS 38 INCH
LOCKS LJS26 PUSH/PULLS 42 INCH
CLOSERS US26 DEAD LOCKS 48 INCH
EXIT DEVICES US26 EXIT DEVICES 38 INCH
PUSH, PULL US26
ALL MOUNTING HEIGHTS TO
KICK PLATES COMPLY WITH FBC 2001 AND
MISCELLANEOUS US26 HANDICAP ACCESSIBILITY
REQUIREMENTS
L. ALUMINUM ENTRANCES AND STOREFRONTS
SYSTEM PERFORNIANCE REQUIREMENTS
PROVIDE ALUMINUM ENTRAME AND STOREFRONT SYSTEM
CAPABLE OF WITHSTANDING LOADS, THERMAL, AND STRUCTURAL
MOVEMENT REQUIREMENTS WITHOUT FALLIFE, BASED ON
TESTING MANUFACTURERS STANDARD UNITS. FAILURE INCLUDES:
AIR INFILTRATION AND WATER PENETRATION EXCEEDING DESIGN
CRITERIA AND FRAMING MEMBERS TRANSFERflNIG STRESSES
CAUSED BY THERMAL AND STRUCTURAL MOVEMENT TO GLAZING
DESIGN CRITERIA
PHYSICALLY AND THERMALLY ISOLATE GLAZING FROM FRAMING
MEMBERS AND PROVIDE GLAZING TO GLAZJW;a JOINTS THAT
ACCOMMODATE THERM& AND MECHANICAL MOVEMENT AND
MAINTAIN EDGE CLEARANCES
STOREFRONT SYSTEMS AND ANCHORAGE TO BE CAPABLE OF
WITHSTANDING WIND LOAD DESIGN PRESSURES OF 26 LB PER SF
AS MEASURED IN ACCORDANCE WITH ASTIM E330
STOREFRONT SYSTEMS TO PROVIDE PERMANENT RESISTANCE
TO AIR INFILTRATION OF NOT MORE THAN 006 CFM PER SF
OF FIXED WALL AREA MEN TESTED ACCORDING TO ASTIVI E 283
AT STATIC-ARr-DIFFERENCE OF 1.57 LB PER SF
STOREFRONT SYSTEMS TO PROVIDE PEI:#VMENT RESISTANCE
AGAINST WATER PENETRATION AS TESTED ACCORDING TO
ASTM E 331 AT MN DIFFERENTIAL PRESSURE OF 20 PERCENT
OF INWARD ACTING WIND LOAD DESIGN PRESSURE, BUT NOT
LESS THAT 624 LB PER SF
IMPACT - RESISTANT CONDITIONS SHALL BE ACHEVED THROUGHOUT
AS REQUIRED BY CODE SEE STRUCTRAL ENGINEERIWG FOR WIND
LOAD PRESSURE REOUREMENTS
SUBMITTALS
PROVIDE SHOP DRAWINGS TO SHOW DETAILS OF FABRICATION
AND INSTALLATION, INCLUDING PLANS� ELEVATIONS, SECTIONS
AND DETAILS NTH PROVISIONS FOR THERMAL EXPANSION
PROVIDE STANDARD CCLOR CHART FOR SELECTION BY ARCHITECT
TEST REPORTS BY AN INDEPENDENT TESTING AGENCY TO SHOW
COMPLIANCE WITH THE ABOVE WRITTEN DESIGN CRITERIA
WARRANTY
SUBMIT WRITTEN WARRANTY EXECUTED BY THE MANUFACTURER
AGREEING TO REPAIR OR REPLACE COMPONENTS OF ENTRANCE
AND STOREFRONT SYSTEMS THAT FAIL IN MATERIALS OR
WOWMANSHIP WITHIN THE MANUFACTURERS STANDARD WAFRANTY
PERIOD
PRODLCTS/MANUFACTUIRERS
ARCH ALUMINUM AND CLASS 00,
\AESTSHORE GLASS CORP
EFCO IW.
YKK AMERICA, INC.
KAWNEER OR APPROVED EQUAL
RELATED MATERIALS
GO AND/OR STOREFRONT MANUFACTURER SHALL PROVIDE THE
FOLLOWING ITEMS AS PART OF THE COMPLETE STOREFRONT SYSTEM
ALUMINUM FRAMING AND FRAMING ACCESSORIES
STEEL RFJNFORCEMENT ASTMI A 611 AND 570 (AS RECD)
GLAZING AND GLAZING GASKETS
FRAMING SYSTEM GASKETS, SEALANTS, AND JOINT FILLERS
SEALANTS AND JOINT RLLEFtS FOR JOINTS AT PERIMETER
BITUMENOUS PANT
STOREFRONT COMPONENTS
CENTER GLAZE SCREW SPLINE STOREFRONT
FRAMING OR APPROVED EQUAL
4! STILE DOOR OR EQUAL MANUR DOOR TO BE
13/4' THICK GLAZED DOOR WITH MIN. 0,125 WA THICK EXTRUDED
TUB" RAIL AND STILE MEMBERS (6063-T5 OR T6 ALLOY)
BRACKETS AND RENFCRCEMENITS, COMPATIBLE WTH
ADJACENT MATERIALS
FASTENERS AND ACCESSORIES, C09POSCN-FESISTANT
CONCEALED RASHINGA C09ROSCN RESSTANT
WEATHER STRIPPINn MOLDED NEOPRENE COMPLYIW3 WITH
ASTM D 2000
IMPACT - RESISTANT CONDITIONS SHALL BE ACHIEVED THROUGHOUT
AS REQUIRED BY CODE SEE STRUCTRAL ENGINEERING FOR WIND
LOAD PRESSURE REQUIREMENTS
HARDWARE
THRESHOLD EXTRUDED ALUMINUM ONE PIECE PER DOOR OPENINQ
NON-SLP SURFACE PER MANUFACTURERS STANDARD LINE
PULLS HANIDLE& STOREFRONT MANUFACTURERS STANDARD LINE
PUSH BARR STOREFRONT MANUFACTURERS STANDARD LINE
CLOSEFS: MANUFACTURER ST"ARD SIMILAR TO
RIX901\0 WITH M19 INTERMEDIATE PIVOT (US26)
TO COMPLY WITH CLOSING CYCLE FOR FBC 2002 AND ADA
CYLINDERR MANUFACTURER STANDARD DOUBLE CYLINDER WITH
DEADBOLT LOCK DEVICE
CYLINDER GUARDS: PER MANUFACTURER STANDARDS
WEATHER SWEEP MANUFACTUPOTS STANDARD EPDM BULB -TYPE
NOTE ALL HARDWARE SHALL HAVE STANDARD BRUSHED NICKEL
FINISH AND TO BE SELECTED BY ARCHITECT
FINISHES
FLUOROPOLYMER 2--COAT COATING SYSTEM PER MANUFACTURERS
THERMOCAJRED SYSTEM COMPOSED OF INHIBITIVE PRIMER AND
FLUCHOPMYMER COLOR TOPCOAT CONTAINING NOT LESS THAN
70 PERCENT POLYVINYUDENE FLUORIDE RESIN BY WEIGHT
COMPLY WITH AAMA 6052
MANUFACTURERS STANDARD CCLOR LINE SELECTED BY ARCHITECT
GLAZING
STOREFRONT DOOR, TRANSOM, AND GLAZING BELOW 1T AFF
SHALL BE FULLY TEMPERE11% WITH HORIZONTAL TEMPEP44G
TO OONFORIVI WITH ANSI Z97.1 - IMPACT - RESISTANT GLAZING THROUGHOUT.
SEE GLAZING SPECIFICATION SECTION
INSTALLATION
WHERE ALUMINUM WILL CONTACT DISSIMILAR METALS, PROTECT
AGAINST GALVANIC ACTION BY PAINTING CONTACT SURFACES
WITH PRIMER OR BY APR-YING SEALANTITAPE AS
PECCMMENDED BY MANUFACTURER
WHERE ALUMINUM WILL CONTACT COqCRETE OR MASONRY,
PROTECT AGAINST CORROSION BY PANTING CONTACT SURFACES
WITH BITUMENOUS PANT
INSTALL COMPONENTS TO DRAIN WATER PASSI% JOINTS
AND CONDENSATION OCCURING OR MIGRATING WTrHIN THE
SYSTEM TO THE EXTERIOR
M. GLAZING
SYSTEM PERFORMANCE REQUIREMENTS
PROVIDE GLAZING SYSTEMS THAT ARE PRODUCED, FABRCATED�
AND INSTALLED TO WITHSTAND NORMAL THERMAL MOVEMENT,
WIND LOADING, AND IMPACT LOADING, WITHOUT FAILURE
INCLUD114G LOSS AND GLASS BREAKAGE ATTP43UTABLE TO
THE FOLLOVONG
DEFECT7VE MANUFACTURE, FABRICATION, AND NSTALLATION
FAILURE OF SEALANTS OR GASKETS TO REMAIN WATERTIGHT
AND AJRTIC44T
DETERIORATION OF GLAZING MATERALS AND OTHER DEFECTS
IN CONSTRUCTION
GLASS THICKNESS INDICATED ON DRAWINGS ARE FOR
DETAILING ONLY, CONFIRM GLASS THICKNESS BY ANALYZING
PROJECT LOADS MINIMUM GLASS THICKNESS = 1/4 INCH
OBTAIN GLASS FROM ONE SOURCE FOR EACH PRODUCT BELOW
PRIMARY GLASS OF EACH (ASTIVI C 1036) TYPE
HEAT -TREATED GLASS OF EACH (ASTM C 1048) CONDITION
POLISHED WIRED GLASS (ASTIVIC 1048)
PRODUCTS/MANUFACTURERS
PRIMARY FLOAT GLASS: ASTM G 1036, TYPE I,
TRANSPARENT GLASG� FLAT, QUALITY 03
CLASS 1 (CLEAF4 UNLESS OTHERWISE INDICATED
CLASS 2 (SMOKE TINTED, HEAT-ABSORBW-i AND LIGHT
PEDUCIW:3) MERE INDICATED.
FULL HEIGHT V4� MIRROR UNLESS OTHERWISE NOTED
HEAT -TREATED FLOAT GLASS ASTM C 1048, CONDITION A
TYPE 1, CLASS 1 OR 2 (AS INDICATED), FLAT, QUALITY 03
FT CLASS 1 (CLEARI UNLESS OTHERWISE INDCATED
FT CLASS 2 (SMOKE- TINTED, HEAT-ABSORBINCA AND LIGHT
REDUCING) WHERE INDICATED.
FULL HEIGHT 1/4� FULLY TEMPERED AS SPECIFIED
ALL EXTERIOR GLAZI% SHALL BE IMPACT--FESISTANT, DOUBLE
INSULATED� LIGHT GRAY TINT PER DRAWINGS
N. PORTLAND CEMENT PLASTER
PRODUCTS/MANUFACTURER
EXPANDED METAL LATH
DETFICH INDUSTRIES INC.
UNITED STATES GYPSUM CO.
DALE / INCOR INDUSTRIES INC
UNIMAST INC
METAL ACCESSORIES
FRY REGLET CORPORATION
UNITED STATES GYPSUM CO.
DALE / INCOR INDUSTRIES NC
UNIMAST INC
PLASTIC ACCESSORIES
ALABAMA METAL INDUSTRIES CORP.
PLASTIC COMPONENTS INC
VINYL CORP,
STUCCO ACCESSORIES
FLORIDA STUCCO CORP,
HIGHLAND STUCCO
UNITED STATES GYPSUM 00.
RELATED MATERIALS
EXPANDED METAL LATH TO COMPLY WITH ASTM C 847
STRUCTURAL QUALITY ZINC COATED CCMPL'rl% WITH
ASTIVI A 653, G60 DIAMOND MESH TYPE
PAPER BACKED LATH TO COMPLY WITH FS UU-13-790
TYPE I; VAPOR -PERMEABLE PAPER GRADE D, STYLE 2
CORNERBEADS, CASING BEADS, AND CONTROL JOINTS
SHALL BE PVC PLASTIC TYPE, MR 0.035 INCH THICK
PORTLAND CEMENT BASE COAT, ASTM C 150� TYPE I
PORTLAND CEMENT FINISH COAT PER MANUFACTUIFERS
STANDARD PACKAGED STUCCO, INCLUDING PORTLAND
CEMENT, AGGREGATE, AND OTHER PROPRIETARY 84GREDENTS
SAND AGGREGATE FOR BASE COATS* ASTIVI C 897
INSTALLATION
TWO COAT WORK OVER CONCRETE UNIT MASONRY
BASE -COAT' 1 PART PORTLAND CEMENT, 3/4 TO 11/2 PARTS
LIMF, 3-4 PARTS AGGREGATE, 3/8' THICKNESS
THREE COAT WORK OVER METAL LATR
SCRATCH COAT 1 PART PORTLAND CEMENT, 0 TO 3/4 PARTS
LIMF- 2 1/2 TO 4 PARTS AGGREGATE, 3/8" THICKNESS
BROWN COAT I PART PORTLAND CEMENT, 0 TO 314 PARTS
LIMF- 3-5 PARTS AGGREGATF, 1/4� THICKNESS
FINISH COAT. PROPORTION MATERIALS FOR FINISH COATS
IN PARTS BY VOLUME. USE 1 PART PORTLAND CEMENT,
34 TO 11/2 PARTS LIME 3 PARTS SAND, 1/8 INCH THICK
Issue Date
09-03-21
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Job Nwrber
2008
Revisilons
A
Sheet No.
A6
WARRANTIES
ARCHITECTURAL SPECIFICATIONS
NOTE: NOT ALL ITEMS ARE APPUCABLE TO THIS PROJECT
0. GYPSUM BOARD SYSTEMS
PFODL)CTS/MANUFACTUPEFIS
DOMTAR GYPSUM COMPANY
GEOPGA-PACIFC CORPORATION
GOLD BOND BUILDING PRODUCTS
UNITED STATES GYPSUM 00.
GYPSUM BOARD MATERIALS
STANDARD GYPSUM BOARD ASTM C36,5/8 INCH THICK ENDS
SQUARE CJJT TAPERED EDGES
FF WD GYPSUM BOARD ASTM C36 FIRE RESISTIVE- TYPE, UL
RAW, 8 INCH THICK ENDS SQUARE �,Of, TAPERED EDGES
MOISTURE RESISTANT GYPSUM BOARD ASTM C= 5/8 INCH THICK
ENDS SQUARE CUT, TAPERED EDGES
ACCESSORIES
THERMAL INSULATION AS DEFINED
CORNER BEADS, METAL
EDGE TRIM, GA 201 AND GA 216- TYPE L, LK U EXPOSED REVEAL
BEAD JOINT MATERIALS ASTM C475 RENFORCING TAPE, JOINT
COMPOUND, ADHESIVE AND WATER
P, METAL FRAMING AND FURRING
SECTION INCWDES
WALL, BULKHEAD� CEILING, AND FURRED SPACE
FRAMING
SYSTEM DESCRIPTION
TO LIMIT FINISH SURFACE DEFLECTION TO 1/180 UNDER
LATERAL PONT LOAD OF 100 LBS
FABRICATE HORIZONTAL CELNG AND SOFFIT FRAMING TO
LIW FINISH SURFACE TO 1/360 DEFLECTION UNDER
SUPERIMPOSED DEAD LOADS AND WIND UPLIFT,
FABRICATE VERTICAL WALL AND FURRED SPACE FRAMING
PROIDUCTS/MANUFACTURERS
MANUFACTURERS: PRODUCTS OF TYPES SPECIFIED
IF ANY OF THE FOLLOWING LISTED FIRMS:
DALE INDUSTRIES, INC.
DIETRICH INDUSTRES� INC.
GOLD BOND BUILDING PRODUCTS,
USG NDUSTRIES.
FRAMING MATERIALS
INTEP40R WALLS: AS SPEaFED ON PLANS.
FURRING., CHAMELa FORMED STEEL� MINIMUM
25 GAGE THICK 3/8 INCH DEEP X 3/4 INCH
MAN CEILING CHANNELS- FORMED STEEL4
MINIMUM 18 GAGE THICK, 3/4 INCH DEEP X 1-1/2
INCH HIGH; LENGTH AS REQUIRED.
HANGERS GALVANIZED STEEL, OF SIZE AND TYPE TO
SUIT APPLICATION TO RIGIDLY SUPPORT CEILING
COMPONENTS IN PLACE, TO DEFLECTION LIMITS AS
INDICATED.
LATERAL EFACINIG FORMED STEEL, MINIMUM 16
GALGE THICK S12E AND LENGTH AS REQUIRED.
CASING BEAD. FORMED SHEET STEEL; MINIMUM 26
GAGE THICK DEPTH GOVERNED BY PLASTER
THMESS; MAXJMUIVI POSSIBLE LENGTHR,
EXPANDED METAL FLANGES� WITH SQUARE EDGES.
CORNER BEAD FORMED SHEET STEEL, MINIMUM 26
GAGE THICK DEPTH GOVERNED BY RASTER
THICKNESS, MAXAMUM POSSIBLE LENGTI-e,
EXPANDED METAL FLANGES, WITH BULLNOSED EDGE.
BASE SCREED FORMED SHEET STEEL, MINIMUM 26
GAGE THICK� DEPTH GOVERNED BY PLASTER
THICKNESS, MAMMUM POSSIBLE LENGTHS;
EXPANDED METAL FLAINGES, W7H BEVELLED EDGE
ACCESSORIES
FACTORY FABRICATED AND FINISH TRIM UNITS
TYPES FOR FORMING PEVEALS� VEI'NITS OR OTHER
INDICATED TRIM OR FEATURES SHALL BE OF TYPE AND
DESIGN INDICATED, EXTRUDED ALUMINUM (6063-T5
ALLOY) AS MANUFACTURED BY FRY REGLET CO, MM
SYSTEMS OR AS APPROVED BY ARCHITECT
ANCHORAGE TIE WIFE, NALS, SCREWS AND OTHER
METAL SUPPORTS, OF TYPE AND SIZE TO SUIT
APPLICATION TO RGIDLY SECURE MATERIALS IN PLACE
POLYETHYLENE SHEET. CLEAR 6 MIL THICK
TE WIRE ANNEALED GALVANIZED STEEL
FINISHES
FRAMING MATERIALS: GALVANIZED.
HANGERS, ANCHORS, AND FASTENING DEVICES.
GALVANIZED.
LATH MATERIALS: GALVANIZED.
INSTALLATION
VERIFY THAT SURFACES CONDITIONS ARE READY TO
RECEIVE WORK.
WALL AND FURRED SPACE FRAMING
INSTALL LATHING AND FURRINIG FOR PORTLAND CEMENT
PLASTER WORK IN ACC09DANCE WITH ASTM C1063
ERECT WALL FURI*G BY DIRECTLY ATTACHING TO
MASONRY WALLS.
ERECT FURRINGG CHANNELS AT VERTICALLY, SECURE WITH
FASTENERS ON ALTERNATE CHANNEL FLANGES AT
MAMMUM 24 INCHES OC,
SPACING3 FURRING CHANNELS MAXIMUM 24 INCHES
ON CENTER NOT MORE THAN 4 INCHES FROM FLOOR
AND CEILING LINES
CEILING AND SOFFIT FRAMING
INSTALL FJRRING TO HEIGHT INDICATED ERECT AFTER
ABOVE CEILING OR SOFFIT WORK IS COMPLETE
COORDINATE THE LOCATION OF HANGERS WITH OTHER WORK
INSTALL FURFIINGi NDEPEMENT OF WALLS, COLUMNS,
AND ABOVE CEILING WORK
SECURELY ANCHOR HANGERS TO STRUCTURAL MEMBERS
OR EMBED IN STRUCTURAL SLAB SPACE HANGERS TO
ACHIEVE DEFLECTION LIMITS INDICATEIA
SPACE MAIN CARRYING CHANNELS AT MAXIMUM 48
INCH CENTERS; NOT MORE THAN 2 INCHES FROM WALL
SURFACES LAP SPLICE SECURELY.
SECURELY FIX CARRYING CI-ANNEL-S TO HANGERS TO
PREVENT TURNING OR TWISTING AND TO TRANSMIT FULL
LOAD TO HANGERS.
PLACE FURRING CHANNELS PERPENDICULAR TO CARRYING
CHANNELS, NOT MORE THAN 2 INCHES FROM
PERIMETER WALLS� AND RIGIDLY SECURE, LAP SPLICE
SECURELY.
RENFORCE OPENINGS IN SUSPENSION SYSTEM WHICH
INTERRUPT MAIN CARRYING CHANNELS OR FURRING
CHANNELS WITH LATERAL CHANNEL BRACING EXTEND
BRAaNG3 MINIMUM 24 INCHES PAST EACH OPENING
LATERALLY BRACE SUSPENSION SYSTEM.
TOLERANCES
MAXIMUM VARIATION FROM TRUE LINES AND LEVELS.
V8 INCH IN 10 FEET.
MAXIMUM VARIATION FROM TRUE POSITION: V8 INCH
Q. SUSPENDED ACOUSTICAL CEILING
CEILINGS. THE MANUFACTURER WARRANTS THAT THE
C9LINGjS WILL REMAIN FREE FROM SAQ WARP, OR
DELAMINATION AS A DIRECT RESULT OF DEFECTS IN THE
MATERIALS OR FACTORY WORKMANSHIP, SUBJECT TO WARRANTY
PROVISIONS OR INSTALLATION CONDITIONS AND EXCLUSIONS.
WARRANTY PERIOD TEN YEARS FROM DATE OF INSTALLATION
PRODUCTS
ACOUSTICAL CEIUIG2 PANELS AND SUSPENSION SYSTEM
ARMSTROING, USG OR APPROVED EQUAL
ARMSTRONG- FIELD VERIFY AND MATCH EXISTING
CONDITIONIS. SEE PLANS
PANEL SIZE 24' x 24" (UON)
PROVIDE TYPE 3, FORIVI Z PATTERN CE, CLASS A
SUPPLEMENTAL MATERALS
ANCHORINIG DEVICES: HOT DIPPED GALVANIZED STEEJ-
ASTM A153 COATING CLASS C & D, SCREWS, BOLTS� HOOKS�
AND EYES
TE WIFE 16 GAGE MIN. (ASTM A 641), ZINC -CARBON STEEL
TOUCH UP PANT TYPE AND COLOR TO MATCH AOC)USTICAL
AND GRID UNITS
CONCEALED ACOUSTICAL SEALANT: NON--DRYINIG�
NON -SHRINKING -BLEEDING-
A NON -�, GUNNABLE SEALANT
PECORA BA-98 OR TREMCO ACOUSTICAL SEALANT
COORDINATION
COORDINATE LAYOUT AND INSTALLATION OF ACOUSTICAL
PANELS AM SUSPENSION SYSTEM COMPONENTS WITH OTHER
CONSTRUCTION THAT PENETRATES CEILINGS OR IS
SUPPORTED BY THEM, INCLUDING LIGHT FIXTURES, HVAC
EQUIPMENT, FIRE SUPPRESSION SYSTEM AND PARTITION
ASSEMBLIES
EXTRA MATERALS
FURNISH EXTRA MATERIALS THAT MATCH INSTALLED PRODUCT
AND ENSURE QUANTITY OF FULL-SIZE UNITS EQUAL TO
5 PERCENT OF AMOUNT INSTALLED
R, RESILIENT FLOORING
PRODLCTS/MANUFACTURER
VINYL COMPOSITION TILE
ARMSTRONG STANDARD E)(CELON - IMPERIAL TEXTURE
COLOR TO MATCHExisTINGCONDITIONS (FELD VEF". VCT
SdALL CONFORM TO THE REQUIREMENTS OF ASTM F1066
a -ASS 2 - THROUGH PATTERN,
WALL BASE PROVIDE 4! HIGH ARMSTRONG CCLOR INTEGPATED
WALL BASE WITH A MATTE FINISH. FELD VERIFY AND MATCH
EXISTING CONDITIONS. ADHESIVES, ACCESSORIES AND INSTALLATION
PER MANUFACTURERS RECOMMENDATIONS.
LUXURY VINYL TILE (LVT) WITH WOOD PLANK
ARMSTRONG NATURAL CREATIONS - ARBOPART
1/8" THICKNESS CONFIRM COLOR WITH OWNER PRIOR TO
ORDERM FLOORING SI-ALL CONFORIM TO THE REQUIREMENTS OF
ASTM F1700 - CLASS 3, TYPE B - EMBOSSED SURFACE
WALL BASE PROVIDE 4� HIGH ARMSTRONG COLOR NTEGRATED WALL
BASE NTH A MATTE FINISH. ADHESIVES, ACCESSORIES AND
INSTALLATION PER MANUFACTURERS RECOMMENDATIONS.
(UNLESS NOTED OTHERWISE)
OR EQUAL TO BE APPROVED BY ARCHITECT OR OWNER
QUALITY ASSURANCE
OBTAIN EACH TYPE, COLOR AND PATTERN OF TILE FROM
A SINGLE SOURCE WITH RESOURCES TO PROVIDE PRODUCTS
OF CONSISTENT QUALITY IN APPEARANCE AND PHYSICAL
PROPERTIES WITHOUT DELAYING PROGRESS IN WC)RK
PROVIDE RESILIENT FLOOR TILE WITH PERFORMANCE
CHARACTERST)CS AS TESTED PER ASTIVI E648 CRITICAL
RADIANT FLUX AND ASTM E 662 SMOKE DENS" OR UL TESTING
EXTRA MATERIALS
FURNISH NOT LESS THAN ONE BOX FOR EACH 50 BOXES OR
FRACTION TI-ERE OF
S. CERAMIC TILE FLOORING
PRODUCTS/MANUFACTUIPER
AMERICAN OLEAN TILE CO.
DAL -TILE CORP.
CROSSVILLE
FLORIDATII F
CUSTOM BUILDING PRODUCTS
LATICRETE INTERNATIONAL, INC
L & M SURCO MFG, INC,
QUALITY ASSURANCE
SOURCE LIMITATIONS FOR TILE,
OBTAIN COLOR GRADE, FINISH, TYPE, COMPOSITION, AND
VARIETY OF TILE FROM ONE SOURCE WITH RESOURCES TO
PROVIDE PRODUCTS FROM THE SAME PRODUCTION RUN
FOR EACH CONTIGLK)US AREA OF CONSISTENT QUALITY
IN APPEARANCE AND PHYSICAL PROPERTIES WITHOUT
DELAY IN WlORK.
SOURCE LIMITATIONS FOR SETTING AND GROUTING MATERIALS:
OBTAIN INGREDIENTS OF A UNIFORM QUALITY FOR EACH
MORTAR ADHESIVE, AND GROUT COMPONENT FROM A
SINGLE MANUFACTURER AND EACH AGGREGATE FROM ONE
SOURCE OR PRODUCER
EXTRA MATERIALS
FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH
PRODUIC-TS INSTALLED, APE PACKAGED WITH PROTECTIVE
COVERING FOR STORAGE, AND ARE IDENTIFIED WITH LABLES
DESCRIBING CONTENTS.
INSTALLATION
COMPLY WITH PARTS OF ANSI A108 SERIES OF TILE INSTALLATION
STANDARDS IN *SPECIFICATIONS FOR INSTALLATION OF
CERAMIC TILE" THAT APPLY TO TYPES OF SETTING AND
GROUTING MATERIALS AND THE METHODS USED
COMPLY NTH 'HANDBOCK FOR CERAMIC TILE NSTALLATKW
EXT� TILE WORK INTO RECESSES AND UNDER 08 BEHIND
EQUPMENT AND FIXTURES TO FORM A COMPLETE COVERING
WITHOUT INTERRUPTIONS. TERMINATE WORK NEATLY AT
OBSTRUCTIONS, EDGES, AND CORNERS WITHOUT DISRUPTING
PATTERN OR JOINT ALIGNMENTS.
LAY TILE IN GRID PATTERN, UNLESS OTHERWISE INDICATED.
ALIGN JOINTS WHEN ADJOINING TILES ON FLOOR BASF, WALLS,
AND TRIM ARE THE SAME SIZE LAYOUT TILE WORK AND
CENTER TILE FIELDS IN BOTH DIRECTIONS IN EACH SPACE
OR ON EACH WALL AREA ADJUST TO MINIMIZE TILE CUTTING,
PROVIDE UNIFORM JOINT WIDTHS, UNLESS OTHERWISE INDICATED
T. GLUE DOWN CARPETING (IF APPLICABLE
PRODUCTS/MANUFACTURER
ATLAS CARPET MILLS, INC.
SHAW CARPETING
QUALITY ASSURANCE
THE CONTRACTOR SHALL PROVIDE TO THE OWNER WRI17EN
WARRANTIES FROM THE MANUFACTURER FOR EDGE RAVELING,
1096 LOSS OF FACE FIBER SNAGS, RUNS, AND DELAMINATION
TEN YEARS, DELAMINATION: TEN YEARS, WEAR TEN YEARS
EXTRA MATERIALS
FURNISH EXTRA MATERIALS THAT MATCH PRODUCTS INSTALLED
AND THAT ARE PACKAGED WITH PROTECTIVE COVERING FOR
STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS
CARPET TO BE FULL -WIDTH EQUAL TO 5 PERCENT OF AMOUNT
INSTALLED FOR EACH TYPE INDICATED, BUT NOT LESS THAN
10 SO. YIDS.
PRODUCTS
PROVIDE MANUFACTURERS STANDARD LINE COLOR AND
PATTERN OPTIONS, CARPET BACKING, CUSHION OR PADDING,
AND INSTALLATION ACCESSORIES INCLUDING� BUT NOT LIMITED
TO, ADHESIVES, LEVELING COMPOUNDS, TACKLESS CARPET
STRIPPING, SEAMING CEMENT, AND METAL EDGE STRIPS
PERFORMANCE CHARACTERISTICS AS FOLLOWS:
CRITICAL RADIANT FLUX CLASSIFICATION:
NOT LESS THAN 22W/SQ. CM
DRY BREAKING STRENGTH:
NOT LESS THAN 100 LBF PER ASTM D 2646
RESISTANCE TO INSECTS� COMPLY WITH AATCC-24
NOISE REDUCTION COEFICENT. PER ASTIM C 423
COLORFASTNESS TO CROCKING
NOT LESS THAN 4, WET AND DRY PER AATCC-165
COLORFASTNESS TO LIGHT:
NOT I ESS THAN 4 AFTER 40 AFU PER AATCC-16
ANTIMICROBIAL ACTIVITY: NOT LESS THAN 2-MM HALO OF
INHIBITION FOR GRAM -POSITIVE BACTERIA NOT LESS THAN
1 MM HALO OF INHIBITION FOR GRAM --NEGATIVE BACTERIA
NO FUNGAL GROWTH PER AATOC-174
INSTALLATION
DIRECT GLUE DOWN INSTALLATION TO COMPLY WITH CRI 104�
SECTION 8, ODIRECT GLUE --DOWN INSTALLATION"
INSTAL ER SHALL BE EXPERIENCED WHO IS CERTIFIED BY
THE FLOOR COVERING INSTALLATION BOARD OR WHO CAN
DEMONSTRATE COMPLIANCE WITH ITS CERIRCATION PROGRAM
REQUIREMENTS.
PROVIDE PRODUCTS WITH THE CRITICAL RADIANT FLUX
CLASSIFICATION AND AS DETERMINED BY TESTING IDENTICAL
PRODUCTS PER ASTM E 648 BY AN INDEPENDENT TESTING
AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION
U. FINISH CARPENTRY
PRODUCTS
LUMBER MATERIALR
SHEET MATEPIALSN SOFTWOOD PLYWOOD PS 1 GRADE C-D
GRADED IN ACZMANCE WITH AW CUSTOM VENEER CORE,
FIR FACE SPECIES, FLAT CUT USE FOR FIXED SHELVING OR
SHELVING ON ADJUSTABLE STANDARDS
LUMBER FOR SHIMMING AND BLOCKING SOFTWOOD LLA4BER OF
SOUTHERN FINE SPECIES
FABRICATION
FABRACATE MILLWORK TO AW STANDARDS
SHOP ASSEMBLE WCIRK FOR DELIVERY TO STE, PERIMITTINGG
PASSAGE THROUGH BUILDNG OPENINGS
FIT EXPOSED SHEET MATERIAL EDGES WITH PLASTIC EDGING
CAP EXPOSED PLASTIC LAMINATE FINISH EDGES WITH
MATERIAL OF FINISH AND PATTERN
WHEN NECESSARY TO CUT AND FIT ON STE, PROVIDE
MATERIALS WITH AMPLE ALLOWANCE FOR Ck)TTING.
PROVIDE TRIM FOR SCRIBING AND SITE CUTTING
APPLY PLASTIC LAMINATE FINISH IN FULL UNINTERUPTED
SHEETS CONSISTENT WITH MANUFACtOlEb SIZES FIT
CORNERS AND JOINTS
HAIRLINE: SECURE WITH CONCEALED FASTENERS
APPLY LAMINATE BACKING SHEET TO REVERSE 61DE
OF PLASTIC LAMINATE FINISHED SURFACES
V. PAINTING
PRODUCTS/IVIANUFACTUREPS
MOORE BENJAMIN MOORE & CO.
CA CA
PORTER PORTER PAWS
SW SHERWIN WILLIAMS
SCHEDULE
CEMENTITIOUS MATERIALS
ELASTOMERIC FNISR THREE COATS, MIN. 35 MILS DRY FILM
PF#ilER BLOCK FILLERISEALER
FIRST/SECOND COAT& ELASTOMERIC TYPE
GYPSUM DRYWALL SYSTEMS
SEMI--GI-OSS ENAMEL FINISH: TWO COATS� MIN. 3.5 MILS DRY FILM
PRIMER VINYL PRIMER
FINISH COAT LATEX SEMI--GLOSS� ENAMEL
MOISTURE RESISTANT GYP BOARD ASSEMBLIES
EPDXY FINISH: TWO COATS AS RECOMMENDED BY MANUFACTURER
PRIMER EPDXY PRIMER
FINISH COAT EPDXY ENAMEL
WOODWORK (OPAQUE FINISH)
SEMI -GLOSS ENAMEL THREE COATS
UNDERCOAT. UNDERCOATER
FIRST AND SECOND COATS LOW LUSTRE ALKYD ENAMEI
WOODWORK OPANSPAPENT RN64
STAINED -VARNISH RUBBED FNISH: THREE COATS OVER STAIN PLUS
FILLER ON OPEN -GRAIN WOOD WIPE FILLER BEFORE VARNISH
COAT
STAN COAT OIL TYPE INTERIOR WOOD STAN INTERlIOR
OIL STAN
FIRST COAT SEALER
FILLER COAT PASTE WOOD FILLER
SECOND AND THIRD COATS� OIL RUBBING3 VARNISH,
SATIN VARNISH
FERROUS METAL
SEMP-GLOSS ENAMEL FINISH: TWO COATS OVER PRIMER
PRIMER SYNTHETIC, QUICK-DRYM RUST INHIBITING
ROL ANTI CORROSIVE METAL PRIMER
UNDERCOAT: INTERIOR ENAMEL UNDERCOAT,
LOW LUSTRE ALKYD ENAMEL
FINISH COAT INTERCR SEMI-aOSS, ODORLESS� ALKYD
ENAMEL, LOW LUSTRE ALKYD ENAMEL
ZIW--COATED METAL
SEMI -GLOSS FINISH: TWO COATS OVER PRIMER
PRIMER GALVANIZED METAL PRIMER
UNDERCOAT INTERIOR ENAMEL UNDERCOAT, LOW WSTRE
ALKYD ENAMEI
FINISH COAT: INTERIOR SEMI -GLOSS, ODORLESS, ALKYD
ENAMEL, LOW WSTRE ALKYD ENAMEL
W. FIRE EXTINGUISHERS. CABINETS, AND ACCESSORIES
PRODUIC-TS/MANUFACTURERS
JL. INDUSTRIES
LARSENS MANUFACTURING CO.
MODERN METAL PRODUCTS BY MUCKLE
POTTER-ROEMER INC.
SAMSON METAL PRODUCTS INC
QUAILITY ASSURANCE
OBTAIN EXTINGUISHERS AND CABINETS FROM SINGLE SOURCE
MANUFACTURER AND SUPPUER
FIRE EXTINGUISHERS SHALL BE UL LISTED WITH UL LISTING
MARK FOR TYPE, RATING, AM CLASSIFICATION OF EXTIINGUISHER
FIRE BM-4GUISHERS
PROVIDE FIRE DMNIGUISHERS FOR EACH LOCATION INDICATED
STANDARD 'REU COLOR AND FACTORY ENAMEL FINISH
USEmuL-nPURP0SE DRY CHEMICAL TYPE UL-RATED 2-A l0f3lC
5 LB. NOMINAL CAPACTY, IN ENAMEI En STEEL CONTAINER
STRUCTURAL SPECIFICATIONS
CAST IN PLACE
1 ALL CONCRETE FORMWORK TO BE PERFORMED IN ACCORDANCE WITH
AMERICAN CONCRETE INSTITUTE PUBLICATION 347.
2 THE STANDARDS OF THE ACI BUILDING3 CODE 318 AND MANUAL OF
PRACTICE ACI PUBLICATION 315 SHALL BE FOLLOWED FOR ALL
DETAJLINIG� FABRICCATION, AND PLACEMENT OF ALL REINFORCANG3 STEEL
AND ACCESSORIES. WORK SHALL ALSO BE PERFORIVIED IN
ACCORDANCE WITH CPS MANUAL OF PRACTICE, AND SECTIONS 63
AND 65� FOR PLACING REINFORCING BARS, DO NOT USE CUT
MASONRY OR W= FOR BAR SUPPORTS.
3 PROVIDE DEFORMED BILLET STEEL REINFORCING BARS, PLAN FINISH, OF THE
SIZES INDICATED ON THE DRAWINGS, OF 60 KSI YELD GRADE, PER ASTIVI
A615 MI"MUM166 GAUGE TIE WIFE
4 PROVIDE .006 INCH (6 MIL) THICK CLEAR POLYETHYLENE VAPOR BARRIER FILM
AS SHOWN ON DRAWINGS LAP ALL SEAMS AND TAPE TIGHT, TAPE REPAIR
ANY PUNCTURES.
5 PROVIDE WELDED WIFE FABRIC CONFORMING TO ASTM A185 IN SIZES
INDICATED ON DRAWINGS
6 ALL CAST---IN-PLACE CONICRETE SHALL ATTAIN A MINIMUM COMPRESSIVE
STRENGTH OF 3000 POUNDS PER WJARE INCH AT 28 DAYS. CEMENT SHALL
BE ASTM C150, TYPE I NORMAL PORTLAND, GREY COLOR USE ONE BRAND
THROUGHOUT FINE AND COURSE AGGREGATES SIALL BE PER ASTM
AND ANY AIR ENTPANMENT PER ASTM C260.
7 UNLESS OTHERWISE NOTED ALL SLAM SHALL HAVE SMOOTH TROWEL
FINISHED TOP SURFACES WITH SURFACE FURTHER PREPARED FOR ANY
FINISH MATERIAL AS REQUIRED. ALL SLABS, WHETHER HORIZONTAL OR
SLOPED, SHALL BE LEVEL WITHIN ITS DES04ED PLANE WITH A MAXJMUM
VARIANCE OF 1/4� IN TEN FEET IN ANY DFECTION.
8 PROVIDE PROPERLY TIED SPACERS� CHARS, BOLSTERS, ETC, AS REQUIRED
AND NECESSARY TO ASSEMBLE, PLACE AND SUPPORT ALL REINFORCING IN
PLACE USE WIFE BAR TYPE SUPPORTS COMPLYING WITH CRSI
RECOMIVENDATIONS. USE PLASTIC TIP LEGS ON ALL EXPOSED SURFACE&
9 ALL BEAM, SPANDRELS AND SLABS SHALL BE POURED MONIOLITHICALLY,
EXCEPT FOR REQUIRED CONSTRUCTION JOINTS. PROPOSED CONSTRUCTION
JOINT LOCATIONS SiALL BE SUBMITTED TO ENGINEER FOR APPROVAL
10. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES,
AND SLAB RECESSES AS REQUIRED BY OTHER TRADES BEFORE C04CFETE
IS PLACED NO SLEEVE, OPENING, OR INSERT MAY BE PLACED IN
BEAMS, JOISTS, OR CO-UMNS UNLESS APPROVED BY THE ENGINEER
ft CONTRACTOR SHALL VERIFY EMBEDDED ITEMS, INCLUDING BUT NOT LIMITED TO
ANCHOR BOLTS BOLT CLUSTERS WaD PLATES ETC, BEFORE PLACING
CONCRETE NOTIFY ENGINEER OF ANY CONFLICTS WITH REBAR
12, SEE ARCHITECTURAL DRAWINGS FOR REQUIRED CONCFETE FINISHES.
13 ALL CONCRETE SAALL BE CURED IMMEDIATELY AFTER FINSHING
OPERATIONS IN ACC09DANCE WITH ONE OF THE FOLLOWING METHODS.
A) APPLY A 3096 SOLIDS LKM MEMBRANE FOPMING CHEIVOCAL
CUP44G COMPOUND IN ACCORDANCE WITH ASTM C-309,
B) PROVIDE CONTINUOUS MOISTURE TO CONCRETE IN ACCORDANCE
WITH ACI 301.
14. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROPER DESIGN AND
CONSTRUCTION OF ALL FORMWORK SHORING� AND RESHICIRING.
15. RESTRICT THE ADDITION OF MIX WATER AT THE JOB SITE. DO NOT
ADD WATER WITHOUT THE APPROVAL OF THE GENERAL CONTRACTOR AND
DO NOT EXCEED SLUMP LIMITATIONS OR TOTAL ALLOWABLE WATER TO
CEMENT RATIO USE COLD WATER FROM THE TRUCK TANK AND FEW TO
ACHIEVE CONSISTENCY THE REPORTS SAALL INDICATE HOW MUCH
WATER WAS ADDED AT THE JOB SITE
16. MAXIMUM WATER TO CEMENT RATIO,
A) 4000 PSI, 28-DAY COMPRESSIVE STRENGTH, W/C RATIO, 0.44
MAXJMUM (NON-AIR--ENTRANO), 036 MAXIMUM (AIR-ENTRAINEID),
B) 3000 PSI, 28-DAY COMPRESSIVE STRENGTH, W/C RATION, 0.58
MAXIMUM (NON-AIR---ENTRANED), 0.47 MAAMUM (AIR -ENTRAINED).
17, REINFORCING BAR COVER
A) FOOTINGS T
B) COLUMNS �-IIZ
C) BEAM �-VZ
D) SLABS 3/4' (INTEI" 1-1/2' (EXTERIOR)
la REPAIR AND PATCH DEFECTIVE AREAS WITH CEMENT MORTAR
IMMEDIATELY AFTER REMOVAL OF FORMS, EXCEPT WHERE REIWORCNG
IS VISIBLE C0'%ffACT STRUCTURAL EWAE69 FOR EVALUATION OF
EXPOSED REINFORCING
19 PROVIDE CORNER BARS AT ALL BEAM AND WALL FOOTING CORNERS TO
MATCH HORIZONTAL BARS.
20. ALL BUILDING AND SITE SI-Affi--ON-GRADE S:HALL BE AT LEAST 4�
THICK REINFORCED WITH 6X6-W1.4 X W14 W.W.F, ON 6 MIL VAPOR
BARRIER WITH SAW -CUT CONTROL JOINTS 20'-0' OC EACH WAY
INCLUDING HOUSEKEEPING PADS AS REQUIRED SEE PLANS FOR OTHER
CONDITIONS.
21. STEP AND SLOPE ALL WALKWAYS AWAY FROM THE BUILDING
FIBERIMESH CONCRETE REINFORCING
1. RBB:WESH IS USED AT THE RATE OF 1 BAG OF 15 POUNDS (680 GRAMS)
PER CUBIC YARD OF CONCRETE, OR 1 BAG OF 9 KILO PER CAJBC METER
2 FOR TRANSIT MIXED CONCRETE, EMPTY CONTENTS OF ONE BAG FOR
EACH CUBIC YARD OF CONCRETE INTO THE MIXEIR ANYTIME AFTER THE
INITIAL MIXING WATER HAS BEEN RIBBONED WITH THE CEMENT AND
AGGREGATES ALLOW MINIMUM 3-4 MINUTES BEYOND NORMAL MIXING
TIME FOR PROPEIR DISTRIBUTIOR
a RBEFtMESH MAY BE ADDED TO THOROUGHLY MIXED CONCRETE AT THE
JOBSITE WITH APPROXIMATELY 4--5 MINUTES ADDITIONAL MIXING TIME
NOTE MIXING TIME IS LESS IF FIBERS ARE INTRODUCED SLOWLY TO
CONCRETE THAT HAS BEEN MIXED
4 FOR CENTRAL MIXED CONCRETE, FIBERMESH MAY BE ADDED DURING-3 OR
AFTER BATCHINGG SEQUENCE� OR AFTER CONCRETE HAS BEEN THOROUGHLY
MIXED.
5. DUE TO VARIATIONS IN MIXER PERFORMANCE SOME ADDITIONAL MIXING
MAY BE REQUIRED. PROLONGED MIXING DOES NOT ADVERSELY AFFECT
DISTRIBUTION OF FIBERS.
6 FIBERMESH SHOULD NOT BE ADDED TO THE MIXER FIRST.
COLD -FORM STEEL FRAM
1. ALL STEEL FRAMING SHALL CONFORM TO "THE SPECAFICATION FOR THE
DESIGN OF COLD --FORMED STEEL STRUCTURAL MEMBERS!, LATEST
EDTION, BY THE AISI.
2 WELDED CONNECTIONS SHALL CONFORM TO "CODE FOR WELDING IN
BUILDING CONSTRUCTOR Dl.0 BY THE AWS.
3 ASTM A-568 STANDARD SPEaFCATICN FOR GENERAL REQUIFEMENTS
FOR STEEL, CARBON AND HIGH STPENGTH LOW -ALLOY HOT POLLED SHEET
AND COLD ROLLED SHEET,
4. ALL STEEL FRAMING SHALL BE INSTALLED BY PERSONNEL EXPERIENCEID
IN LIGHT GAUGE STEEL FRAMING INSTALLATION.
5 WHERE STEEL FRAMING MB03ERS APE COMPONENTS OF ASSEMBLIES
INDICATED FOR A FIRE-RESSTANCE RATING INCLUDING THOSE
REQUIRED FOR COMPLIANCE NTH GOVERNING REGULATIONS, PROVIDE
MEMBERS WHICH HAVE BEEN APPROVED BY GOVERNING AUTHORITIES
HAVING JURISDICTION.
6. PROTECT LIGHT GAUGE STEEL FRAMING MEMBERS FROM RUSTNG AND
DAMAGE DELIVER TO PROJECT SITE IN BUNDLES, FULLY IDENTIFIED
WITH NAME� BRAND, TYPE AND GRADE STORE OFF GROUND IN A DRY
VENTILATED SPACE OR PROTECT WITH SUITABLE WATERPROOF
COVERINGS.
7 WITH EACH TYPE OF STEEL FRAMING PEOUIRED� PROVIDE MANUFACTURER'S
STANDAFID STEEL RUNNERS (TRACKS), BLOCKING, LINTELS, CUP AW-4-ES,
BRACING, REINFORCEMENTS, FASTENERS AND ACCESSORIES AS
RECOMMENDED BY MANUFACTURER FOR APPLICATIONS INDICATED
AS NEEDED TO PROVIDE A COMPLETE STEEL FRAMING SYSTEM.
8. FABRICATE METAL FRAMING COMPONENTS OF STRUCTURAL QUALITY
SHEE7 STEEL NTH A MINIMUM YIELD PONT OF 40,000 PSI FOR
STUOS� AND 33,000 PSI FOR RUNNERS, ASTM A446.
9 SCREWS SHALL BE AS RECOMMENDED BY MANUFACTURER
10. PROVIDE GALVANIZED FINISH TO METAL FRAMING COMPONENTS
COMPLYNG WITH ASTIVI A525 WITH A G60 COATING.
11. PROVIDE MANUFACTURER'S STANDARD STRUCTIJRAL V SHAPED STEEL
STUDS OF SIZE, SHAPE AND GAILGE NDICATED� WITH A NOMINAL
1-3/4" FLANGE AND MINIMUM 11Z FLANGE RETURN LIP BY UNIMAST,
INC, OR PRIOR APPROVED EQUAL MINIMUM STRUCTURAL PROPERTIES:
I = 22675 NA s = .7328iKa
12. FRAMING COMPONENTS MAY BE PREFABRICATED INTO PANELS PF40R
TO ERECTOR FABRICATE PANELS PLUMB, SOUARE- TRUE TO LINE AND
BRACED AGAINST RACKING WITH JOINTS WELDED. PERFORM LIFTING OF
PREFABRICATED PANELS IN A MANNER TO PREVENT DAMAGE OR
DISTORTION.
13 INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH
MANUFACTURERS PRINTED OR WRITTEN INSTRUCTIONS AND
RECOMMENDATIONS� UNLESS OTHERWISE INDICATED.
14, INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUD DEPTH. ALC44
TRACKS ACCURATELY TO LAYOUT AT BASE AND TOPS OF STUDS SECURE
TRACKS AS RECOMMENDED BY STUD MANUFACTURER FOR TYPE OF
CONSTRLr-TION INVOLVED� EXCEPT DO NOT EXCEED 24� OC SPAaNG
FOR NAIL OR POWDER-DRIVENI FASTENERS OR 16' OC, FOR OTFER
TYPES OF ATTACHMENT. PROVIDE FASTENERS AT CORNERS AND ENDS OF
TRACKS.
15. WHERE REQUIRED, TEMPORARY BRACING SHALL BE PROVIDED UNTIL
ERECTION IS COMPLETED.
16. RESISTANCE TO BENDING AND ROTATION ABOUT THE MINOR AXIS SHALL
BE PROVIDED BY MECHANICAL LATERAL BRAOINGS WHERE REQUIRED
17, ATTACHMENTS OF SIMILAR COMPONENTS SHALL BE DONE BY WELDING
SCREW ATTACHMENT, OR BOLTING WIRE TYING OF FRAMING COMPONENTS
SHALL NOT BE PERMITTED.
la WELDING OF MEMBERS LIGHTER THAN 18 GAUGE SHALL NOT BE PERMITTED.
19 SPLICES SHALL NOT BE PERMITTED
2o. MINIMUM NUMBER OF EQUALLY SPACED HORIZONTAL WALL BRIDGNG FOR
THE HEIGHTS SHOWN:
UP TO 10, - 1 ROW
1U TO W - 2 ROWS
ABOVE W - AT 4! CENTERS
21. FULLY INSTALL ALL BRIDGING BEFORE APPLYING LOADS
22. FOR WELDED CONNECTIONS, FUSION WELDING IS RECOMMENDED WITH A
DIRECT CURRENT WELDER OF 200 OR MORE AMPERE CAPACITY� USE A
HEAT OF 60 TO 90 AMPERES (DEPENDING ON THE GAUGE OF METAL)
I ALONG WITH ASTM E60 R ECTRODES.
23 SUBMffTED SHOP DRAWINGS MUST BE CHECKED AND SIGNED BY THE
GENERAL CONTRACTOR
EXISTING STEEL
1. VERIFY THE EXACT LOCATION AND WEGHT OF ALL MECHANICAL
EQUIPMENT WITH THE MECHANICAL CONTRACTOR PP40R TO
FABRICATION OF SUPPORTS ATTACHED TO EXIST STEEL JOISTS.
2- ALL HANGERS TO SUPPORT MECHANICAL ECIUIPMIENT TO BE
SUPPORTED BY THE TOP OR BOTTOM CHORD OF JOISTS AND
SHALL BE LOCATED AT THE PANEL POINT OF THE JOIST IF
HANGERS MUST BE LOCATED IN BETWEEN PANEL POINTS, PROME
JOIST STIFFENER AS INDICATED IN DETAILS. ALL HANGERS TO BE
LOCATED AT THE CENTERLINE OF THE BOTTOM CHORE) MEMBER
a PROVIDE BOTTOM CHORD CEILING ExTENGKM wHe:E
REQUIRED BY ARCHITECT.
4 DO NOT HANG OR ATTACH DUCTWORK CONDUIT MING
EQUIPMENT, CElUNGa ETC FROM METAL DECKING
SPECIFICATIONS GENERAL NOTE:
THE SPECIFICATIONS INDICATED ON THIS PAGE ARE ARCHITEC7S
RECOMMENDATIONS ONLY. NOT ALL ITEMS ARE APPLICABLE TO THIS PROJECT.
GENERAL CONTRACTOR TO VERIFY OWNER'S PREFERENCES PRIOR TO ORDERING
MATERIALS OR PERFORMING WORK
Issue Date
09-03-21
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2008
Revisions
A
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Sheet No.
A7
I I T I T- -i I I -T ------- 7FTF-M -fl-91W F !.j 1 1& !iViT101 I --,F w 1.--, 1 i I Ij 1 T- -I - ------- F-- i
MECHANICAL SPECIFICATIONS
SCOPE: THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE THE DRAWINGS AND SPECIFICATIONS BEFORE SUBMITTING A PROPOSAL.
ALL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODES SEVENTH EDITION (2020), WITH ALL AMENDMENTS, AND LOCAL CODES AND ORDINANCES. INSTALLATION
SHALL COMPLY WITH THE CODE REFERENCED STANDARDS SET BY NFPA, ASHRAE, ASPE, SMACNA, NEC AND UL. THE SYSTEMS, EQUIPMENT, DEVICES AND ACCESSORIES SHALL BE
INSTALLED, FINISHED, TESTED AND ADJUSTED FOR CONTINUOUS AND PROPER OPERATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK FITTING IN PLACE AND SHALL
COORDINATE WITH OTHER TRADES TO AVOID INTERFERENCE WITH THEIR WORK. THE INFORMATION GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED, BUT
ITS EXTREME ACCURACY IS NOT GUARANTEED. THE DRAWINGS ARE DIAGRAMMATIC, INTENDED TO SHOW GENERAL ARRANGEMENT, CAPACITY AND LOCATION OF VARIOUS COMPONENTS,
EQUIPMENTS, AND DEVICES. IF WORK IS REQUIRED IN A MANNER TO MAKE IT IMPOSSIBLE TO PRODUCE FIRST CLASS WORK, OR SHOULD DISCREPANCIES APPEAR AMONG THE
CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND THE MANUFACTURER'S RECOMMENDATIONS,THE CONTRACTOR SHALL REQUEST INTERPRETATION BEFORE
PROCEEDING WITH WORK. CONTRACTOR SHALL FURNISH AND INSTALL ALL MINOR ITEMS WHICH ARE OBVIOUSLY AND REASONABLY NECESSARY TO COMPLETE THE INSTALLATION
WHETHER OR NOT SPECIFIED IN THE DOCUMENTS.
REQUIRED COORDINATION: ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCTS AND PIPING (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND
OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.
CONSTRUCTION PLANS: IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED.
REQUIRED ACCESS: CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT AND DEVICES THAT REQUIRE REPLACEMENT, SERVICING, ADJUSTING OR MAINTENANCE SHALL BE LOCATED TO
ALLOW EASY ACCESS AND SPACE FOR REMOVAL OF INTERNAL ASSEMBLIES, IF REQUIRED. CONTRACTOR SHALL PROVIDE ACCESS PANELS WHERE REQUIRED TO ALLOW ACCESS, EVEN
IF NOT INDICATED ON THE DRAWINGS AT NO ADDITIONAL COST TO OWNER.
WIND RESISTANCE: ALL EQUIPMENT, APPLIANCE AND SUPPORTS LOCATED EXTERIOR OF THE FACILITY SHALL BE INSTALLED TO RESIST WIND LOADS AS DETAILED IN THE BUILDING
CODE.
CUTTING AND PATCHING: ALL OPENINGS AROUND DUCT OR PIPE PENETRATIONS THROUGH SMOKE OR FIRE RATED FLOORS, CEILINGS OR WALLS SHALL BE SEALED AIRTIGHT WITH
MATERIALS HAVING A RATING EQUAL TO THE MATERIAL OF THE WALL, CEILING OR FLOOR PENETRATED.
EQUIPMENT TAGS: ALL EQUIPMENT WILL HAVE A PERMANENTLY FIXED ENGRAVED PHENOLIC LABEL CORRESPONDING TO THE EQUIPMENT TAG ON THE ENGINEER'S DRAWINGS.
FIRESTOPPING: UL APPROVED MATERIALS AND METHODS SHALL PROTECT THE PENETRATIONS OF FIRE AND/OR SMOKE RATED WALLS, CEILINGS OR FLOORS. THE RATING OF THE
FIRESTOPPING SHALL EQUAL THE RATING OF THE RATED ASSEMBLY. ALL INSULATION SHALL HAVE COMPOSITE FIRE AND SMOKE HAZARD RATINGS AS TESTED BY PROCEDURE ASTM
E-84, NFPA-225, UL-723 NOT EXCEEDING:
FLAME SPREAD 25
SMOKE DEVELOPED 50
FUEL DISTRIBUTED 50
ACCESSORIES SUCH AS ADHESIVE, MASTIC, CEMENTS AND TAPES SHALL HAVE THE SAME COMPONENT RATING AS LISTED ABOVE.
START-UP: CONTRACTOR SHALL STARTUP ALL EQUIPMENT AND FOLLOW THE MANUFACTURER'S START-UP PROCEDURES.
OPERATING AND MAINTENANCE DATA: SUBMIT THREE COPIES OF MANUFACTURER'S OPERATING AND MAINTENANCE INSTRUCTIONS AND SPARE PARTS LIST FOR EACH PIECE OF
EQUIPMENT.
CONDENSATE DRAIN PIPING: CONDENSATE DRAIN PIPING SHALL BE PVC TYPE DWV. DRAINS SHALL BE PITCHED NOT LESS THAN 1 PERCENT. RUNS SHALL BE AS SHORT AS
POSSIBLE WITHOUT ANY DIPS TO TRAP WATER AND INTERFERE WITH PROPER DRAINAGE. PROVIDE TRAPS AND CLEANOUTS AT DRAIN PAN CONNECTIONS. RUN CONDENSATE DRAIN
PER PLANS. INSULATE CONDENSATE LINE INSIDE BUILDINGS WITH 1" ARMAFLEX (ASTM E-84).
REFRIGERANT PIPING: SHALL BE ACR TUBING, DRIED AND SEALED, HARD TEMPER COPPER WITH WROUGHT COPPER BRAZED JOINTS. ASTM-1388. COORDINATE AND VERIFY PROPER
REFRIGERANT PIPE SIZES AND CHARGES WITH EQUIPMENT MANUFACTURER PRIOR TO ANY INSTALLATION. INSULATE SUCTION LINE WITH 1" ARMAFLEX. WRAP INSULATION OUTSIDE
BUILDING ABOVE GROUND WITH ARMACELL # ARMACHECK 350 SILVER TAPE (UV -RESISTANT).
DIMENSIONAL DATA: ALL DUCTWORK DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS.
SUPPLEMENTARY SUPPORTS: CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIALS, IN ORDER TO PROVIDE A
"VIBRATION -FREE" RIGID INSTALLATION.
DUCTWORK - GENERAL: FABRICATE AND INSTALL ALL DUCTWORK AND DUCT ACCESSORIES IN ACCORDANCE WITH THE LATEST EDITION OF APPLICABLE SMACNA STANDARDS, THE
LATEST NFPA STANDARDS, AND THIS SPECIFICATION. THE MOST STRINGENT OF THESE SHALL BE THE MINIMUM STANDARD. MINIMUM OF 1" PRESSURE CLASS RATING FOR ALL
DUCTWORK.
ALL RECTANGULAR SUPPLY AND RETURN DUCTWORK TO BE R-6.0 RIGID FIBERGLASS DUCTBOARD (UL-181 AND 181A) WITH CLEANABLE AIRSIDE SURFACE AND EPA -APPROVED
BIOCIDE (ANTI -MICROBIAL AGENT) IMPREGNATED IN MATTED AIR -SIDE SURFACE.
ALL EXHAUST DUCTWORK AND FRESH AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL STEEL OF LOCKFORMING GRADE CONFORMING TO ASTM A653 AND ASTM A924.
DUCTWORK INSTALLATION: ALL INTERIOR DUCTWORK SHALL BE SEALED TO SMACNA CLASS (B) REQUIREMENTS WITH UL-181 MASTIC. PROVIDE DOUBLE THICKNESS TURNING VANES IN
ALL NINETY (90) DEGREE SQUARE ELBOWS.
CONTRACTOR SHALL FURNISH AND INSTALL ALL DUCT OFFSETS AS REQUIRED TO CLEAR INTERFERENCES WITH EXISTING BUILDING STRUCTURE, PIPES AND ELECTRICAL CONDUITS.
FURNISH AND INSTALL ALL MISCELLANEOUS STEEL SUPPORTS REQUIRED FOR HANGING AND SUPPORTING DUCTWORK UNLESS OTHERWISE NOTED.
VOLUME DAMPERS: DAMPERS SHALL BE PROVIDED IN THE BRANCHES OF THE DUCT SYSTEMS WHERE SHOWN ON DRAWINGS AND AS REQUIRED TO PROPERLY REGULATE THE VOLUME
OF AIR DELIVERED TO OR WITHDRAWN FROM THE OUTLETS..
FLEXIBLE DUCTWORK: FLEXIBLE DUCTWORK MAY BE USED FOR THE FINAL RUNOUTS TO AIR OUTLETS, AND SHALL BE SIZED TO MATCH AIR OUTLET NECK. FLEXIBLE DUCTS SHALL
NOT EXCEED 8-FEET LENGTHS. NO FLEXIBLE DUCTS SHALL PENETRATE FIRE -RATED WALLS OR CEILINGS. FLEXIBLE DUCTS SHALL COMPLY WITH THE PROVISIONS OF UL-181 CLASS
1 AIR DUCT MATERIAL. DUCTS SHALL BE FACTORY MADE AND COMPOSED OF: AN INNER FIBERGLASS WOVEN LINER, ENCAPSULATED HELIX COIL, A FIBERGLASS INSULATING BLANKET
AND OUTER VAPOR BARRIER OF FIBERGLAS REINFORCED METALIZED FILM LAMINATE. PROVIDE THERMAFLEX MK-C FLEXIBLE DUCT OR APPROVED EQUAL (MIN. OF R-6.0). CARE IS
TO BE TAKEN THAT ALL RUNOUTS OF FLEXIBLE DUCTS ARE INSTALLED AS STRAIGHT AS PRACTICAL AND FASTENED SO AS TO ELIMINATE AIR LEAKAGE. THE INSTALLATION SHALL
CONFORM TO THE TECHNIQUES SHOWN IN THE UL APPROVED AND FACTORY -SUPPLIED INSTRUCTIONS.
INSULATION: ASSURE ALL DUCTWORK IS SEALED PRIOR TO INSTALLING INSULATION.
ALL METAL SUPPLY, RETURN, AND FRESH AIR (OUTSIDE AIR) DUCTWORK SHALL BE WRAPPED WITH 2" THICK FIBERGLASS BLANKET INSULATION WITH FSK (ASJ) FACING, MINIMUM
INSTALLED R VALUE OF 6.0, AND FLAME SPREAD/SMOKE DEVELOPED RATINGS OF 25/50 BY ASTM E-84. INSTALL INSULATION ON DUCTWORK USING ADHESIVE AND/OR WELD PINS
WITH WASHERS. SEAL ALL INSULATION JOINTS, SEAMS AND FASTENER PIN PENETRATIONS WITH VAPOR RETARDING PRESSURE SENSITIVE TAPE OR WITH GLASS FABRIC AND MASTIC.
INSTALL TAPERED INSULATION TO THE TOP OF ALL EXTERIOR HORIZONTAL RECTANGULAR DUCTS WIDER THAN 24" BEFORE APPLYING THE FINISH INSULATION TO CAUSE A 1/2" PER
FOOT SLOPE OF FINISH INSULATION TO SHED WATER.
NOTE TO CONTRACTOR
ON EXISTING CONDITIONS:
CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID
AND SURVEY ALL EXISTING CONDITIONS AND
EQUIPMENT PRIOR TO SUBMITTING BID FOR WORK
REQUIRED BY THESE DOCUMENTS. THIS
INCLUDES ABOVE THE CEILING AND ON TOP OF
THE ROOF.
2. CONTRACTOR SHALL REFER TO AND READ
THROUGH ALL OF THE "CONTRACTOR'S SCOPE OF
WORK" AS DEFINED IN THE BID SPECIFICATIONS
AND DOCUMENTS AS PART OF THE BID PROCESS.
3. IF AT ANY TIME, THERE IS DISCREPANCY BETWEEN
THE PLANS & SPECS, OR CONFUSION ZCONCERN
OVER REQUIRED WORK, CONTRACTOR SHALL
IMMEDIATELY NOTIFY ARCHITECT, ENGINEER, &ZOR
OWNER AND GET DIRECTION BEFORE PROCEEDING
WITH WORK IN QUESTION.
4. FOR ALL EXISTING EQUIPMENT TO BE
RE -LOCATED &/OR RE -USED, CONTRACTOR
SHALL BE RESPONSIBLE FOR DISCONNECTION,
SAFE STORAGE, & RE -CONNECTION OF SAID
EQUIPMENT COMPLETELY.
5. FOR ALL EXISTING EQUIPMENT TO BE
DEMOLISHED (I.E. DEMO) CONTRACTOR SHALL BE
RESPONSIBLE FOR DISCONNECTION, REMOVAL, &
DISPOSAL OFF -SITE PER CODE, OF SAID
EQUIPMENT COMPLETELY.
HVAC LEGEND
SUPPLY AIR DIFFUSER OR GRILLE
RETURN/EXH. AIR REGISTER OR GRILLE
NEW DUCTWORK, WITH SIZE LISTED
FLEXIBLE DUCT
DUCT SMOKE DETECTOR
FIRE DAMPER
---M I SMOKE/FIRE DAMPER
CID
CONDENSATE DRAIN
RFT
REFRIGERANT LINE SET
0
THERMOSTAT BASE
@
HUMIDITY SENSOR
[T]
REMOTE TEMPERATURE SENSOR
CARBON DIOXIDE SENSOR
CARBON MONOXIDE SENSOR
4+
AIRFLOW DIRECTION
44
1" DOOR UNDERCUT
0
ROUND, DIAMETER
AFF
ABOVE FINISHED FLOOR
CFM
CUBIC FEET PER MINUTE
TYP
TYPICAL - ITEM OR METHOD
VID / MANUAL VOLUME DAMPER (W/HANDLE)
MID V.&_ _Jq MOTORIZED DAMPER
SUPPLY DUCT
TAKE -OFF WITH SCOOP
SUPPLY DUCT
TAKE -OFF WITH VID
DOUBLE THICK
VANES
SIDE DIFFUSER
WITH VD
(N)
NEW
(E)
EXISTING
SWITCH
CONNECT NEW
TO EXISTING
WAVE GUIDE
GRAVITY BACK -DRAFT
DAMPER
BAROMETRIC RELIEF
DAMPER
CONDENSATE LINE ON ROOF SUPPORTS
DIFFUSER TAG EQUIPMENT TAG
AIRFLOW --EQUIPMENT
TYPE
400 CFM
CD- 12"0
\_NECK \—EQUIPMENT
MARK SIZE NUMBER
C5
00
co 0
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BRANCH DUCT RUNOUTS: SHALL BE GALVANIZED ROUND (SNAPLOCK) SEAM LOCKED DUCTWORK WITH EXTERNAL FIBERGLASS WRAP INSULATION (R-6.0).
NOTE: BRANCH DUCT RUNOUTS & FLEXIBLE DUCTS SHALL BE THE SAME SIZE DUCT AS THE DIFFUSER NECK CONNECTED TO, AS LISTED ON THE FLOOR PLAN. Job NUmbw
GRILLES AND DIFFUSERS: ALL GRILLES AND DIFFUSERS SHALL BE INSTALLED WITH AN INSULATED BOOT OR BLANKET. PROVIDED A METHOD OF VOLUME CONTROL BY DEVICE
ADJUSTABLE AT DIFFUSER FACE OR MANUAL VOLUME DAMPERS AT TAKEOFF BRANCHES. COORDINATE DIFFUSER AND GRILLE LOCATIONS WITH ELECTRICAL LIGHTING LAYOUTAND
ARCHITECTURAL REFLECTED CEILING PLAN.
CONTROLS: PROVIDE CONTROLS COMPLETE TO SUIT THE EQUIPMENT PROVIDED AND TO ACCOMPLISH THE SEQUENCE OF OPERATION AS REQUIRED BY PLANS AND SYSTEMS. LOCATE
THERMOSTATS 48" ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED. THERMOSTATIC CONTROLS SHALL BE PROGRAMMABLE TO INCLUDE ALL ITEMS REQUIRED BY FBC-ENERGY
CODE SIXTH EDITION AND SHALL HAVE LOCKOUT FUNCTION WITH PASSWORD.
MINIMUM FUNCTIONALITY SHALL INCLUDE: 7-DAY A WEEK PROGRAMMABLE CONTROLLER WITH SETBACKS UP TO 85—F AND DOWN TO 55-F, 10-HOUR BATTERY BACKUP, MANUAL
OVERRIDE FOR 2-HOURS, AND AUTOMATIC STARTING (OPTIMUM START) ADJUSTABLE DAILY START TIMES.
TESTING AND BALANCING: THE CONTRACTOR SHALL ENSURE THAT ALL DEVICES AND SYSTEMS ARE COMPLETE, TESTED AND BALANCED, AND READY FOR OPERATION WHEN THE FACILITY
IS HANDED OVER THE OWNER. THE AIR CONDITIONING SYSTEM SHALL BE TESTED IN ACCORDANCE WITH CURRENT AABC OR NEBB OR NBC PROCEDURES. A CERTIFIED, WRITTEN
REPORT SHALL BE SUBMITTED TO MECHANICAL ENGINEER FOR APPROVAL. THE CONTRACTOR SHALL RECTIFY DISCREPANCIES BETWEEN THE ACTUAL INSTALLATION AND CONTRACT
DOCUMENTS WHEN IN THE OPINION OF THE T&B AGENCY OR THE ENGINEER, THAT THE DISCREPANCIES WILL AFFECT SYSTEM BALANCE AND PERFORMANCE.
SUBMITTALS REQUIRED:
SUBMIT SHOP DRAWINGS FOR ALL MATERIALS, EQUIPMENT, AND SYSTEMS REQUIRED BY THESE DOCUMENTS (SEE ARCH. PLANS/SPECS FOR SPECIFIC FORMATTING), INCLUDING:
SPLIT SYSTEMS
TEST/BALANCE REPORT
EXHAUST FANS
DIFFUSERS AND GRILLES
DUCTWORK, INSULATION AND ACCESSORIES (CONNECTIONS, MASTICS, ETC.)
THERMOSTATS & CONTROLS
SUBSTITUTIONS: CONTRACTOR SHALL PAY FOR ANY AND ALL ADDED COSTS ASSOCIATED WITH ANY SUBSTITUTION, INCLUDING SUBSTITUTIONS THAT REQUIRE CHANGES TO THE OTHER
BUILDING COMPONENTS, SUCH AS ELECTRICAL, STRUCTURAL REINFORCING, CEILINGS, WALLS, ROOFS, ETC. THIS WILL INCLUDE ANY ENGINEERING/ARCHITECTURAL RE -DESIGN COSTS
AS A RESULT OF SAID SUBSTITUTION. THESE COSTS SHALL NOT BE BORNE BY THE OWNER, ARCHITECT, NOR ENGINEER, REGARDLESS OF ACCEPTABILITY OF SUBSTITUTION.
ENGINEER RESERVES THE RIGHT TO ACCEPT OR DENY ANY SUBSTITUTION THAT HE DOES NOT DEEM TO BE EQUIVALENT, AND CONTRACTOR SHALL PROVIDE SPECIFIED OR EQUIVALENT
MATERIALS/EQUIPMENT AT NO ADDITION COST TO OWNER, SHOULD A SUBSTITUTION BE DENIED.
GUARANTEE: THE ONE-YEAR GUARANTEE PERIOD SHALL NOT START UNTIL THE PROJECT IS FULLY COMPLETED AND THE CONTRACTOR HAS RECEIVED THE FINAL PAYMENT AND
CERTIFICATION OF OCCUPANCY. ALL EQUIPMENT AND ALL WORK SHALL BE FULLY GUARANTEED, PARTS AND LABOR, FOR ONE YEAR FROM THE DATE OF THE CERTIFICATE OF
COMPLETION. REPAIRS MADE DURING THIS PEROID MUST BE FULLY GUARANTEED FOR AN ADDITIONAL ONE YEAR PERIOD FROM THE DATE OF REPAIRS. IN ADDITION, THE
CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE TO THE BUILDING, AND ITS CONTENTS OR OTHER EQUIPMENT, CAUSED BY DEFECTS OR IMPROPER INSTALLATION
OF EQUIPMENT OR MATERIAL INSTALLED. A 5-YEAR WARRANTY IS REQUIRED FOR COMPRESSORS.
SPLIT SYSTEM SEQUENCE OF OPERATIONS:
AHU TO SUPPLY AIR CONTINUOUSLY IN
OCCUPIED MODE AND COMPRESSOR TO CYCLE
TO MAINTAIN SPACE TEMPERATURE SETPOINT
(COOLING — 75-F, HEATING 687). AHU TO
CHANGE INTO UNOCCUPIED MODE VIA
PROGRAMMING. DURING UNOCCUPIED MODE,
AHU'S SUPPLY AIR AND COMPRESSORS SHALL
CYCLE TO MAINTAIN SETBACK TEMPERATURE
(COOLING — 807, HEATING 607).
.MINI SPLIT SYSTEM SEQUENCE OF OPERATIONS:
MAHU'S TO SUPPLY AIR CONTINUOUSLY IN
OCCUPIED MODE AND COMPRESSOR TO CYCLE
TO MAINTAIN SPACE TEMPERATURE SETPOINT
(COOLING — 757, HEATING 687). MAHU'S TO
RUN CONTINUOUSLY.
EXHAUST FAN SEQUENCE OF OPERATION:
REFER TO FAN SCHEDULE FOR INTERLOCKS AND
OPERATION PARAMETERS.
STEPANEK—L
k2tAmA N DASSOCIATES
2257 TWELVE OAKS WAY, SUITE 103
WESLEY CHAPEL, FL 33544
PH (813) 991-1248
REGISTRY # 8397 21-143
Revkdons
\N D
No 56189
39
STATE 0 F
R
0 itillill
NAk-
Sh"t No.
mi
MATTHEW D. LEWIS, P.E. FL LIC#56189
-1 T__ 1 11 1 L L
kmm Date
09-0"
(D 1-1/2" HANGER STRAPS; MAX. 10' SPACING
0 ROUND SNAPLOCK DUCT WITH WRAP INSULATION
(D
TAKE -OFF OR SPIN -IN FITTING W/ VOLUME DAMPER.
(DON'T USE VOLUME
DAMPER ABOVE GYP CEILINGS)
(D
PROVIDE PLASTIC ELBOW STRAIGHTENER TO ELIMINATE KINKS
AT ELBOWS FLEXIBLE
DUCT - PROVIDE FLEXFLOW, OR EQUAL.
METAL COLLAR WITH
BAND CLAMP, SCREWED (3) PLACES
AND TAPED TYPICAL
BOTH ENDS OF FLEX DUCT.
INSULATED FLEXIBLE
DUCT, MAXIMUM 6' LENGTH.
INSTALL FLEX -DUCT
AS STRAIGHT AS POSSIBLE.
NO BEND OVER 90%
NO CRUSHING OF FLEX -DUCT.
0 2" WRAP INSULATION OVER BACK OF DIFFUSER
SUPPLY DUCT AND DIFFUSER RUN -OUT DETAIL
SCALE: NONE
1/2"x22 GA. WIDE BAND CLAMP
1-1/2"x22 GA. WIDE 1-1/2" x 22 GA.
BAND CLAMP SADDLE
HANGER AND SUPPORT FOR ROUND AND FLEXIBLE DUCTS
NO SCALE
0.25 D
FANGULAR DUCT
>1
n
D
n
D
cn
BUTTERFLY TYPE
DAMPER IN CONICAL
SPIN COLLAR WITH
QUADRANT. PROVIDE
DAMPER AT ALL
BRANCH TAKE -OFFS.
<
ROUND DUCT
BRANCH DUCT DETAIL
NOT TO SCALE
12—GAUGE HANGER WIRE
(TYPICAL)
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TTOTAAIL HAN =GE�R����. ll-::�
EXTENSION = 3"
E,
MAXIMUM HANGER
SPACING
8-FT
UNISTRUT OR
3"X2" CHANNEL
(TYPICAL)
3"
HANGER AND SUPPORT FOR FIBROUS GLASS DUCTS
NO SCALE
BACKDRAFT DAMPER
(INTEGRAL TO CAP)
OUTSIDE AIR DUCT -----
SEE PLANS FOR SIZE/ROUTING
SEAL WALL OPENING
WEATHERTIGHT WITH CAULKING
EXTERIOR WALL
WALL CAP WITH WEATHERHOOD
& INTEGRAL BIRD SCREEN
MFG = BROAN # 613
(ALL ALUMINUM CONSTRUCTION)
MOUNT TO WALL WITH
#10 TECK SCREWS
EXHAUST AIR WALL CAP DETAIL
SCALE: NONE
1/4X20 TPI "ALL THREAD" SUPPLIED BY MC.
__ CEILING EXHAUST FAN
1114, /,/-- BACKDRAFT DAMPER
EXHAUST DUCT SEE PLANS
FOR SIZE AND ROUTE
CEILING FAN DETAIL
SCALE: NONE
THOMPSON METAL, OR EQUAL
GALVANIZED METAL GOOSENECK
ANCHOR CAP TO ROOF
W/ #10 TECK SCREWS ON
12" CENTERS — ALL SIDES
AIR INTAKE
FOP
FRESH AIR ROOF CAP DETAIL
SCALE: NONE
CONDENSING UNIT
, CUTD" BY MIAMI TECH OR
EQUAL. FLORIDA PRODUCT
1-1/2" APPROVAL #19731.1—R2
00 0 4"xl-1/2"xl4GA CLIP
(4) #10 SS-410 TEK SCREWS
TO CASING
0 (1) 1/4" x 1-3/4" LONG TAP —CON
0 0 CONCRETE ANCHORS OR EQUAL TO
CONCRETE PAD OR
L (2) #14 SS TEK SCREWS TO RAIL
CONCRETE PAD 1 /2" NEOPRENE PAD UNDER EACH CLIP
OR ROOFSTAND
HEAT PUMP CONDENSER TIE -DOWN DETAIL
SCALE: NONE PROVIDE (1) TIE -DOWN CLIP PER CORNER ON EACH
SIDE OF UNIT (2 PER SIDE, AND 8 PER UNIT)
SLOPED TOP TO SHED RAIN
INSULATED PIPING
TO U N ITS
ANCHOR FLANGED
SIDES TO WALL
AT 18" INTERVALS
AND SILICONE CAI
ALL EDGES AT WA
22—GAUGE GALV.
SHEET METAL.
FOAM SEAL BOTTOM
PIPING TO UNITS-/ AFTER INSTALLATION TO
PREVENT BIRDS AND
INSECTS NESTS.
REFRIG. PIPING WALL COVER DETAIL
SCALE: NONE
STEPANEK-L
ANDASSOCIATES
)2,257 TWELVE OAKS WAY, SUITE 103
WESLEY CHAPEL, FL 33544
PH (813) 991-1248
REGISTRY # 8397 21-143
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EN
No 56189
13 -
STATE 0 F
0 R
,4,
/ONA
1.41,111111 1
Sh"t No.
M2
MATTHEW D. LEWIS, P.E. FL LIC#56189
Ism* Date
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VENTILATION AIR SCHEDULE AHU-1 VENTILATION AIR SCHEDULE AHU-4
Z m_j
z CL LL
:) E
REQUIRED 0 ZONE (D SYSTEM(j) REQUIRED G) REQUIREDC1 PROVIDED REQUIRED (j) ZONE@ SYSTEM@ REQUIRED (a) REQUIREDC PROVIDED (D M (0
SPACE FUNCTION REQUIRED NUMBER AIR DISTRIB. VENT.(Ev) OUTSIDE (Vbz) EXHAUST EXHAUST SPACE FUNCTION REQUIRED (:D NUMBER AIR DISTRIB. VENT.(Ev) OUTSIDE (Vbz) EXHAUST EXHAUST co
AREA OUTSIDE AIR AREA OUTSIDE AIR OR EXHAUST _j
PEOPLE (Pz) EFFECTIVE. EFFICIENCY AIR (CFM) PEOPLE (Pz) EFFECTIVE. EFFICIENCY AIR (CFM)
(SQFT) AIR (CFM) AIR (CFM) (SQFT) AIR (CFM) AIR (CFM)
co
OFFICES/EXAMS 602 5 CFM CFM -PERSONS) OFFICES/EXAMS 903 5 CFM + 0.06 CFM 4.5 ( 5-PERSONS) 1.0 1.0 77 (D
+ 0.06 3 ( 5 1.0 1.0 51 PERSON SQFT 1,000-SQF-T -0
PERSON SQFT 1,000-SQFT 0
CFM RESTROOMS 0 70 CFM 2-T ILETS 140 140 V� ry
WAITING LOBBY 345 7.5 CFM + 0.06 10.4 (30-PERSON 1.0 0.9 98 TOILET
PERSON SQFT 1,000-SQFT ci��� - - - - ,
CFM �3 5 1.0 1.0 32 HALLWAYS 310 0.06 CFM 1.0 1.0 340
RECEPTION AREA 152 5 CFM + 0.06 4.6 O-PERSON! SQFT
PERSON " 1,OOO-SQFT BREAKROOM 85 7.5 CFM + 0.18 CFM 6 (70-PERSONS) 1.0 0.8 60 --
RESTROOMS 0 70 CFM 2-TOILETS 140 140 PERSON SQFT l'OOO-S0FT
TOILET
SYSTEM POPULATION, Ps: TOTAL ZONE POPULATION, I Pz 10.5 REQU. OUTSIDE AIR INTAKE,(Vot) (=Vou / MIN Ev) (CFM) 174
HALLWAYS 268 0.06 CFM 1.0 1.0 16
SQFT
I I I I OUTSIDE AIR INTAKE UNCORRECTED, (Vou) (=DxY-RpPz+Y-RaAz) 139 PROVIDED OUTSIDE AIR INTAKE (CFM) 175
SYSTEM POPULATION, PS: 17 TOTAL ZONE POPULATION, I Pz 17.9 REQU. OUTSIDE AIR INTAKE,(Vot) (=Vou / MAX Ev) (CFM) 213 z �l
I - OCCUPANT DIVERSITY, D (=Ps/ I Pz) 0.76 TOTAL PRESSURE PROVIDED INT.- PROVIDED EXH. (CFM)
OUTSIDE AIR INTAKE UNCORRECTED,(Vou) (=DxY-RpPz+ 92 PROVIDED OUTSIDE AIR INTAKE (CFM) 215 T I
1 NOTE : CD REQUIREMENTS IN ACCORDANCE WITH TABLE 403.3.1.1, IN THE 2020 FLORIDA BUILDING CODE MECHANICAL.
OCCUPANT DIVERSITY, D (=Ps/Y-Pz) 0.95 _FTOTAL PRESSURE PROVIDED INT.- PROVIDED EXH. (CF7M)75
NOTE REQUIREMENTS IN ACCORDANCE WITH TABLE 403.3.1.1, IN THE 2020 FLORIDA BUILDING CODE MECHANICAL.
VENTILATION AIR SCHEDULE AHU-5
FUNCTION REQUIRED (j) REQUIRED G) ZONE 0 SYSTEM 0 REQUIRED 0 REQUIREDC1 PROVIDED
SPACE AREA OUTSIDE AIR OR EXHAUST NUMBER AIR DISTRIB. VENT.(Ev) OUTSIDE (Vbz) EXHAUST EXHAUST
VENTILATION AIR SCHEDULE AHU-2 (SOFT) PEOPLE (Pz) EFFECTIVE. EFFICIENCY AIR (CFM) AIR (CFM) AIR (CFM)
OFFICES/EXAMS 361 5 CFM + 0.06 CFM 1.8 ( 5-PERSONS) 1.0 1.0 31
FUNCTION REQUIRED REQUIRED @ ZONE T SYSTEM 0 REQUIRED 0 REQUIREDC PROVIDED PERSON SQFT 1,000-SQFT
SPACE AREA OUTSIDE AIR OR EXHAUST NUMBER AIR DISTRIB. VENT.(Ev) OUTSIDE (Vbz) EXHAUST EXHAUST RESTROOMS 0 70 CFM 1 -TOILETS 70 70
(SQFT) PEOPLE (Pz) EFFECTIVE. EFFICIENCY AIR (CFM) AIR (CFM) AIR (CFM) TOILET
OFFICES/EXAMS 639 5 -��-FM + 0.06 CFM 3.2 ( 5-PERSONS) 1.0 1.0 54
PERSON SQFT HALLWAYS 152 0.06 CFM 1.0 1.0 9
1,000-SQFF SQFT
0 CFM CFM
RESTROOMS 0 7 1 -TOILETS 70 70 BREAKROOM 100 7.5 CFM + 0.18 7 (70-PERSONS) 1.0 0.9 71
TOILET I PERSON SQFT 1,000-SQFT
HALLWAYS 247 0.06 CFM 1.0 1.0 15
SQFT SYSTEM POPULATION, Ps: TOTAL ZONE POPULATION, I Pz 8.8 REQU. OUTSIDE AIR INTAKE,(Vot) (=Vou MIN Ev) (CFM) 103
STORAGE 95 0.06 CFM 1.0 1.0 6
SOFT OUTSIDE AIR INTAKE U N CORRECTED, (Vou) (=DxY-RpPz+ 93 PROVIDED OUTSIDE AIR INTAKE (CFM) 105
SYSTEM POPULATION, Ps: 3 TOTAL ZONE POPULATION, Y, Pz 3.2 REQU. OUTSIDE AIR INTAKE,(Vot) (=Vou MIN Ev) (CFM) 75 OCCUPANT DIVERSITY, D (=Ps/Y-Pz) 0.68 TOTAL PRESSURE PROVIDED INT.- PROVIDED EXH. (CFM) 35
7�
OUTSIDE AIR INTAKE U N CORRECTED, (Vou) (=DxY-RpPz+Y-RaAz) 75 PROVIDED OUTSIDE AIR INTAKE (CFM) 150 NOTE (j) REQUIREMENTS IN ACCORDANCE WITH TABLE 403.3.1.1, IN THE 2020 FLORIDA BUILDING CODE MECHANICAL.
OCCUPANT DIVERSITY, 1.0 TOTAL PRESSURE = PROVIDED INT.- PROVIDED EXH. (CFM) 8
D (=Ps/ I Pz) -0
NOTE REQUIREMENTS IN ACCORDANCE WITH TABLE 403.3.1.1, IN THE 2020 FLORIDA BUILDING CODE MECHANICAL.
VENTILATION AIR SCHEDULE AHU-6
REQUIRED ZONE SYSTEM REQUIRED (j) REQUIREDC1 PROVIDED
FUNCTION REQUIRED (j)
SPACE AREA OUTSIDE AIR NUMBER AIR DISTRIB. VENT.(Ev) OUTSIDE (Vbz) EXHAUST EXHAUST
(SQFT) PEOPLE (Pz) EFFECTIVE. EFFICIENCY AIR (CFM) AIR (CFM) AIR (CFM)
VENTILATION AIR SCHEDULE AHU-3
ENTRY LOBBY 110 5 CFM + 0.06 CFM 1.1 (10-PERSONS) 1.0 1.0 12
PERSON SQFT 1,000-SQFT
FUNCTION REQUIRED REQUIRED ZONE 0 SYSTEM@ REQUIRED 0 REQUIREDC1 PROVIDED
SPACE AREA OUTSIDE AIR NUMBER AIR DISTRIB. VENT.(Ev) OUTSIDE (Vbz) EXHAUST EXHAUST OFFICES 460 5 CFM + 0.06 CFM 2.3 5-PERSONS 1.0 1.0 39
PEOPLE (Pz) EFFECTIVE. EFFICIENCY AIR PERS SQFT 1,0
(SQFT) AIR (CFM) AIR (CFM)
(CFM) ON 00-SQFF
CFM -PERSONS) WAITING LOBBY 144 7.5 CFM + 0.06 CFM 4.3 (30-PERSONS) 1.0 1.0 41
OFFICES/EXAMS 660 5 CFM + 0.06 3.3 5 1.0 1.0 56 PERSON SQFT 1,000-SQFF
PERSON SQFT 1,000-SQFT
RESTROOMS 0 70 CFM 1 -TOILETS 70 70
WAITING LOBBY 300 7.5 CFM + 0.06 CFM 9 030-PERSONS) 1.0 0.9 86 TOILET
PERSON SQFT 1,000-SQFT
HALLWAYS 102 0.06 CFM 1.0 1.0 6
RECEPTION AREA 120 5 CFM + 0.06 CEM 3.6 �30-PERSON'�) 1.0 1.0 25 SQFT
PERSON " l'0OO-SQFT
RESTROOMS 0 70 CFM 1 -TOILETS 70 70 SYSTEM POPULATION, Ps: 7 TOTAL ZONE POPULATION, I Pz 7.7 REQU. OUTSIDE AIR INTAKE,(Vot) (=Vou MAX Ev) (CFM) 104
1 TOILET I I I I I I Job NWTibw
HALLWAYS 240 0.06 CFM OUTSIDE AIR INTAKE UNCORRECTED, (Vou) (=DxY-RpPz+Y-RaAz) 94 PROVIDED OUTSIDE AIR INTAKE (CFM) 110
14
SQFT 1.0 1.0 OCCUPANT DIVERSITY, D (=Ps/ I Pz) 0.9 -F AL PRESSURE PROVIDED INT.- PROVIDED EXH. (CFM) 40
TOT Revk*xw
SYSTEM POPULATION, Ps: 15 TOTAL ZONE POPULATION, I Pz 15.6 REQU. OUTSIDE AIR INTAKE,(Vot) (=Vou / MAX Ev) (CFM) 195 NOTE REQUIREMENTS IN ACCORDANCE WITH TABLE 403.3.1.1, IN THE 2020 FLORIDA BUILDING CODE MECHANICAL.
OUTSIDE AIR INTAKE UNCORRECTED,(Vou) (=DxY-RpPz+Y-RaAz) 1 175 PROVIDED OUTSIDE AIR INTAKE (CFM) 195
OCCUPANT DIVERSITY, D (=Ps/ I Pz) -7 0.95 TOTAL PRESSURE PROVIDED INT.- PROVIDED EXH. (CFM) 125
NOTE REQUIREMENTS IN ACCORDANCE WITH TABLE 403.3.1.1, IN THE 2020 FLORIDA BUILDING CODE MECHANICAL. NOTE ON OVERALL BUILDING PRESSURE WITH ADDED FANS:
�NS*
THERE ARE ADDITIONAL EXHAUST FANS SHOWN BUT NOT
REQUIRED BY CODE, AND ONLY FOR ODOR/HEAT CONTRJOL.
WITH ALL CONDITIONS OF FANS RUNNING, THE BUILDING WILL
MAINTAIN PRESSURE AS FOLLOWS:
WITH ALL (8) EF-1 RESTROOM FANS ON = +390-CFM
WITH ADDED (1) EF-2 FAN ON +340-CFM
WITH ADDED (2) EF-3 FANS ON +240-CFM
WITH ADDED (4) EF-4 FANS ON +40-CFM �A�_-\N D
G E N
No 56189
STATE 0
0
0 R
STEPANEK-L
'0 JF.r
frill%
ANDASSOCIA , L� - I
k2257 TWELVE OAKS WAY, SUITE 103 Smt No.
WESLEY CHAPEL, FL 33544
PH (813) 991-1248
REGISTRY # 8397 21-143 M3
MATTHEW D. LEWIS, P.E. FL LIC#56189
NEW HEAT PUMP CONDENSING UNIT SCHEDULE
GENERAL
NOMINAL CAPACITY COOLING
COMPRESSOR
CONDENSER FAN
SINGLE PT. POWER
MARK
TOTAL kBtu/hSENSIBLE
kBtu/h
POWER V/0
OTY
RLA EA.
LRA EA.
QTY
FLA EA.
MCA (A)
MOCP (A)
MFG.
MODEL #
REFRIGERANT
SEER
AMBIENT
HSPF
NOTES
HP-5 & HP-6
36
24
208-230/1
1 1
18.5
83.0
1
0.6
23.7
40
1 CARRIER
25HCB6-36
R-410A
16
95*F
8.5
009(�)
NOTE: 0 PROVIDE REFRIGERANT LINE SETS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS & SIZING GUIDELINES.
(1) PROVIDE WITH TXV, LOW AMBIENT KIT, SIGHT GLASS, FILTER DRIER, & 5-MINUTE ANTI -CYCLE TIMER.
DISCONNECT TO BE PROVIDED BY ELECTRICIAN.
SECURE UNIT TO EXISTING CONCRETE PADS WITH FL.PROD.APPROVED TIE DOWN CLIPS (SEE DETAIL.)
PROVIDE 2-STAGE COMPRESSOR AND HhL GUARD AROUND CONDENSER.
NEW AIR HANDLER UNIT SCHEDULE
GENERAL
FAN
COOLING
COOLING CAP
HP HEATING CAP
ELECTRIC HEAT
SINGLE POINT POWER
MARK
SUPPLY
CFM
OUTSIDE
AIR
CFM
ESP
IN. WG.
POWER
V/0
TONS
(NOM.)
MOTOR
HP
ENT AIR
TOTAL
kBtu/h
A
SENS.
kBtu/h
TOTAL
kBtu/h
kW
(@ RATED VOLTS)
MCA
MOCP
A
WT
LBS
FILTER
EFFIC.
M FG.
MODEL
NOTES
DB WB
AHU-5
- - - - - - - - - - - - -
1,100
- - - - - -
t__105__I__0.8__t208-230
1 /11
- - - - - - -
3.0
0.75
76.9
64.2
4.6
22.8
- -
- - - I - - - - - - - -
3.8/5.0
- - - - -
26.0/28AZj-\
30
- - - - - - - - ---
172
- - -
MERV-7]
- - - - - -
CARRIER]
- - - - - - -
FV4CNBOO5
- - - - - - - - -
I nl 0 0
L_ �:�
AHU-6
1,100
110
1 0.8
1 208-230/]l
� 3.0
0.75
77.0
64.3
1 33.1
23.4
13.0/17.1
3.8/5.0
26.0/28.4
30
172
MERV-7
CARRIERTFV4CNB005TT
0 9
NOTE:
PROVIDE
WITH 2-STAGE PROGRAMMABLE HEAT
PUMP THERMOSTAT
WITH EMERGENCY HEAT MODE.
PROVIDE
SECONDARY DRAIN PAN UNDER UNIT
WITH FLOAT SWITCH
WIRED TO SHUT DOWN FAN MOTOR.
DISCONNECT TO BE BY ELECTRICIAN.
PROVIDE
WITH FULLY INSULATED (1" MINIMUM)
GALVANIZED STEEL
CABINET, WITH PREPAINTED FINISH.
PROVIDE
WITH EMERGENCY ELECTRICAL HEATER
AND SINGLE POINT
POWER CONNECTION TO UNIT (AHU & HEATER).
EXISTING SPLIT SYSTEM UNIT SCHEDULE
GENERAL
HEATING
COOLING
SUPPLY
OUTSIDE
FILTER
E A
EAT * F
T
TONS
kW EMERG.
HEAT PUMP
TOTAL
SENS.
AMBIENT
REFRIG
MARK
CFM
AIR
EFFIC
b
(db/wb)
d b W
(NOM.)
HEATING
TOTAL MBH
MBH
MBH
M FG.
AHU MODEL
HP MODEL
AGE
RATING 'F
TYPE
NOTES
CFM A
AHU-1 HP-1
cl 1�90 0
215
MERV 7
.0
77.5/65.0
5/65
77 ��q
F766
5
5-KW ESTIMATED
62.0
58.5
41.0
CARRIER
2019
95
R-41 OA
CH1 4NBO60
AHU-2 HP-2
1,810
150
MERV 7
76.6/63.3
6.3
. / 3
5
5-KW ESTIMATED
62.0
56.2
42.0
CARRIER
2019
95
R-410A
CH14NBO60
AHU-3 HP-3
1,860
195
MERV 7
77.2/64.5
5
5-KW ESTIMATED
62.0
57.6
40.5
CARRIER
2019
95
R-410A
@
CH14NBO60
AHU-4 HP-4
1,800
175
MERV 7
770/64.2
) 5
5-KW ESTIMATE&
62.0
55.3
39.5
CARRIER
2018
95
R-410A
(D 0 0
CH14NBO60
NOTES: Ul PROVIDE WITH NEW PROGRAMMABLE 7-DAY THERMOSTAT
AHU ACCESS LIMITED - EMERG HEAT AND AHU NAMEPLATE ESTIMATED AND MUST BE FIELD VERIFIED PRIOR TO ANY WORK.
SERVICE UNIT COMPLETELY (SEE NOTES).
.SERVICE WORK REQUIRED:
CONTRACTOR SHALL SERVICE EXISTING (TO REMAIN) AIR HANDLERS AND HEAT PUMP CONDENSING UNITS COMPLETELY AND REPLACE
ANY DEFECTIVE PARTS AS NEEDED. PROVIDE SERVICE REPORT TO PROJECT MANAGER. SERVICE WORK SHALL INCLUDE AT A
MINIMUM: LUBRICATE ALL BEARINGS, REPLACE ANY BELTS, RE -CHARGE CIRCUITS OR REPAIR REFRIGERANT LEAKS (RE-CLAIM /
RE -CHARGE CIRCUITS IF NEEDED), REPLACE FILTERS, CLEAN EVAP COILS, CLEAN DRAIN PAN, AND CLEAN/REPAIR INSULATION ON
INSIDE OF UNITS. CONDENSATE PIPING INSULATION SHALL BE UPDATED TO ENSURE FULLY INSULATED PIPING INSIDE BUILDING.
NEW AIR DEVICE SCHEDULE
GENERAL
CONSTRUCTION
MARK
TYPE
FUNCTION
FRAME SIZE
PATTERN
MATERIAL
FINISH
M FG.
MODEL
NOTES
CD
CEILING DIFFUSER
SUPPLY
24x24
LOUVERED FACE
ALUMINUM
WHITE
PRICE
AMD
CD2
CEILING DIFFUSER
SUPPLY
12X12
LOUVERED FACE
ALUMINUM
WHITE
PRICE
AMD
0)
RGC
RETURN GRILLE
RETURN
24X24
BLADES
ALUMINUM
WHITE
PRICE
630DAL
G)
LSG
LVRD SOFFITT GRILL
EXHAUST
3X10
BLADES
ALUMINUM
WHITE
GREENHECK
EL-10X3
@
NOTES: (j) PROVIDE WITH OPPOSED BLADE DAMPER.
M
NEW FAN SCHEDULE
GENERAL
CONSTRUCTION
MARK
CFM
SONES
ESP (IN-WG)
ELEC.
MOTOR
DRIVE
TYPE FAN
MANUF.
INTERLOCK WITH
MODEL
WEIGHT (Ibs)
NOTES
EF-1
70
2.0
0.375
120/1 -PH
41 WATTS
DIRECT
CEILING
COOK
LIGHTS
GC- 148
15
EF-2
r5o
2.2
0.375
120/1 -PH
41 WATTS
DIRECT
CEILING
COOK
THERMOSTAT
GC-148
15
G) (2)
EF-3
50
2.0
0.375
120/1 -PH
41 WATTS
DIRECT
CEILING
COOK
LIGHTS
GC-148
15
0)
EF-4
50
2.2
0.375
120/1 -PH
41 WATTS
DIRECT
CEILING
COOK
WALL SWITCH
GC-148
15
00
NOTES: PROVIDE FAN WITH CEILING GRILLE, FAN SPEED CONTROLLER, GALV.METAL HOUSING, GEMINI ISOLATOR KIT AND BACKDRAFT DAMPER.
DISCONNECT BY ELECTRICIAN. INTERLOCK AS SCHEDULED TO BE BY ELECTRICIAN.
COOLING ONLY THERMOSTAT FURNISHED BY MECHANICAL AND WIRED BY ELECTRICIAN.
STEPANEK-L
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�IF2257 TWELVE OAKS WAY, SUITE 103
WESLEY CHAPEL. FL 33544
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SCALE: 3116" = V-0-
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STEPANEK- L
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)2257 TWELVE OAKS WAY, SUITE 103
WESLEY CHAPEL, FL 33544
PH (813) 991-1248
REGISTRY # 8397 21-14
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((—E—)C U_— 4—> ((E)CU-3) ((E)CU-2 >
NEW FAMILY FAMILY Z� PEDIATRIC
EXAM 3 EXAM 2 PROVIDERS 100 FM PROVIDERS 160 CFM EXIST IT EXIST EXAM 6
1 IREAK 2 160 CFM 120 CFM 130 CFM
50 CFM �CD- 0 :
100 FM OFFICE 1 PEDIA UTILITY
CD-8"O 180 CFM OFFICE 2 CD-8"O TRIC CD-8"O CD-8"O CD-8"O
150 CFM CD-8"O CD- "0 160 CFM ADA EXAM 7- 100 CFM
200 CFM 150 CFM 80 CFM
D-8"O TOILET 3
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C M RGC-1 414 1
CD-6"O -14x14
CD-8"O CD-8"O R G C
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200 CFM 150 CFM C
20 FM
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14X12 RGC-14x14 GC 14 14X10 RG -1404
280 C M F7 �_ - I EXAMA F, 110.mg==�2jm N - I N N 180 C
RGC-1 x1 14x14 4xl 8 14X10 14X8 14X10 14X6 ADIATRIC CD-8
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LOBBY 'EXISTING EXAM 1 EXAM 2
VITALS
=�REFER TO ARCHITECTURAL DEMO SHEET "Al FOR REFER TO SHEET "M7" FOR EXHAUST SYSTEMS, ALONG
P Oj
PROJECT PHASING REQUIREMENTS. WITH FRESH AIR AND PIPING REQUIRED.
MECHANICAL CEILING PLAN
SCALE: 3/16" = 1'-0"
KEY NOTES ON REMODEL PLAN:
(D EXISTING AIR HANDLER A/C UNIT TO REMAIN. SERVICE AND
CLEAN HVAC SYSTEM.
FRESH AIR INTAKE WITH MANUAL VOLUME DAMPER AND
BACKDRAFT DAMPER. COORDINATE SHARED ROOFCAP INSTALL
TO ENSURE MIN. 10-FT CLEAR FROM EXHAUST ROOF VENTS.
ROUTE 1." CONDENSATE LINE FROM AHU'S THROUGH ATTIC TO
BACK OF THE BUILDING. CONNECT TO 1.5" MANIFOLD AND
SPILL IN GRASSY AREA.
COORDINATE THERMOSTAT SENSOR LOCATION WITH FURNITURE
LAYOUT AND OWNER'S REP PRIOR TO ROUGH -IN OF BACKBOX
AND WIRE.
NEW AIRHANDLER. (SEE DETAIL)
VOLUME DAMPER IN EACH BRANCH SUPPLY & RETURN DUCT
(TYPICAL THROUGHOUT). LOCATE ABOVE LAY -IN CEILING
ONLY. DAMPER TO BE ACCESSIBLE AFTER CONSTRUCTION IS
COMPLETED.
ROUTE REFRIGERANT PIPING THROUGH ATTIC & DOWN AT
EXTERIOR WALL. SEAL WALL PENETRATION WEATHERTIGHT.
PROVIDE A METAL COVER AROUND THE REFRIGERANT LINE
SET.
PLACE CONDENSERS ON EXISTING PAD AND SECURE PER
DETAIL.
EXISTING CONDENSERS, SERVICE AND CLEAN COILS.
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WESLEY CHAPEL, FL 33544
PH (813) 991-1248 JOWL
REGISTRY # 8397 21-143
mu
MATTHEW D. LEWIS, P.E. FL LIC#56189
kais Date
09-0"
,I MECH
6 0
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NEW
OPERATORY 4
NEW
WE
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LOCATE ALL NEW EXH WALL
DO NOT CROSS ELEC CAPS TO AVOID THE EXISTING
—USE
PANELS IN THIS AREA OF GUTTER — DO NOT RE
BACK WALL EXISTING VENTS. PROVIDE NEW.
MECHANICAL EXHAUST & PIPING PLAN
SCALE: 3/16" = 1'-0"
1PROJECT PHASING REQUIREMENTS..
MMMI
(DEXISTING AIR HANDLER A/C UNIT TO REMAIN. SERVICE AND
CLEAN HVAC SYSTEM.
FRESH AIR INTAKE WITH MANUAL VOLUME DAMPER AND
BACKDRAFT DAMPER. COORDINATE SHARED ROOFCAP INSTALL
TO ENSURE MIN. 10—FT CLEAR FROM EXHAUST ROOF VENTS.
ROUTE l." CONDENSATE LINE FROM AHU'S THROUGH ATTIC TO
BACK OF THE BUILDING. CONNECT TO 1.5" MANIFOLD AND
SPILL IN GRASSY AREA.
COORDINATE THERMOSTAT SENSOR LOCATION WITH FURNITURE
LAYOUT AND OWNER'S REP PRIOR TO ROUGH —IN OF BACKBOX
AND WIRE.
NEW AIRHANDLER. (SEE DETAIL)
VOLUME DAMPER IN EACH BRANCH SUPPLY & RETURN DUCT
(TYPICAL THROUGHOUT), LOCATE ABOVE LAY --IN CEILING
ONLY. DAMPER TO BE ACCESSIBLE AFTER CONSTRUCTION IS
COMPLETED.
ROUTE REFRIGERANT PIPING THROUGH ATTIC & DOWN AT
EXTERIOR WALL. SEAL WALL PENETRATION WEATHERTIGHT.
PROVIDE A METAL COVER AROUND THE REFRIGERANT LINE
SET.
PLACE CONDENSERS ON EXISTING PAD AND SECURE PER
DETAIL,
(D EXISTING CONDENSERS, SERVICE AND CLEAN COILS.
Z�
STEPANEK—L
ANDASSOCIATES
1)2257 TWELVE OAKS WAY, SUITE 103
EY CHAPEL, FL 33544
PH (813) 991-1248
REGISTRY # 8397 21 —1 43_,)
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MATTHEW D. LEWIS, P.E. FL LIC#56189
PLUMBING SPECIFICATIONS
SCOPE: THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE THE DRAWINGS AND SPECIFICATIONS BEFORE SUBMITTING A PROPOSAL. ALL WORK SHALL BE IN ACCORDANCE
WITH THE FLORIDA BUILDING CODES SEVENTH EDITION (2020), WITH AMENDMENTS, AND LOCAL CODES AND ORDINANCES. INSTALLATION SHALL COMPLY WITH THE CODE
REFERENCED STANDARDS SET BY NFPA, ASHRAE, ASPE, SMACNA, NEC AND UL. THE SYSTEMS, EQUIPMENT, DEVICES AND ACCESSORIES SHALL BE INSTALLED, FINISHED,
TESTED AND ADJUSTED FOR CONTINUOUS AND PROPER OPERATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK FITTING IN PLACE AND SHALL COORDINATE
WITH OTHER TRADES TO AVOID INTERFERENCE WITH THEIR WORK. THE INFORMATION GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED, BUT ITS
EXTREME ACCURACY IS NOT GUARANTEED. THE DRAWINGS ARE DIAGRAMMATIC, INTENDED TO SHOW GENERAL ARRANGEMENT, CAPACITY AND LOCATION OF VARIOUS
COMPONENTS, EQUIPMENTS, AND DEVICES. IF WORK IS REQUIRED IN A MANNER TO MAKE IT IMPOSSIBLE TO PRODUCE FIRST CLASS WORK, OR SHOULD DISCREPANCIES
APPEAR AMOUNG THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND THE MANUFACTURER'S RECOMMENDATIONS,THE CONTRACTOR SHALL REQUEST
INTERPRETATION BEFORE PROCEDING WITH WORK. CONTRACTOR SHALL FURNISH AND INSTALL ALL MINOR ITEMS WHICH ARE OBVIOUSLY AND REASONABLY NECESSARY TO
COMPLETE THE INSTALLATION WHETHER OR NOT SPECIFIED IN THE DOCUMENTS.
REQUIRED COORDINATION: ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCTS AND PIPING (INCLUDING DIVIDED DUCTS) AND TRANSITIONS
AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.
CONSTRUCTION PLANS: IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED.
REQUIRED ACCESS: CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT AND DEVICES THAT REQUIRE REPLACEMENT, SERVICING, ADJUSTING OR MAINTENANCE SHALL BE
LOCATED TO ALLOW EASY ACCESS AND SPACE FOR REMOVAL OF INTERNAL ASSMBLIES, IF REQUIRED. CONTRACTOR SHALL PROVIDE ACCESS PANELS WHERE REQUIRED TO
ALLOW ACCESS, EVEN IF NOT INDICATED ON THE DRAWINGS AT NO ADDITIONAL COST TO OWNER.
WIND RESISTANCE: ALL EQUIPMENT, APPLIANCE AND SUPPORTS LOCATED EXTERIOR OF THE FACILITY SHALL BE INSTALLED TO RESIST WIND LOADS AS DETAILED IN THE
BUILDING CODE.
CUTTING AND PATCHING: ALL OPENINGS AROUND DUCT OR PIPE PENETRATIONS THROUGH SMOKE OR FIRE RATED FLOORS, CEILINGS OR WALLS SHALL BE SEALED AIRTIGHT
WITH MATERIALS HAVING A RATING EQUAL TO THE MATERIAL OF THE WALL, CEILING OR FLOOR PENETRATED.
EQUIPMENT TAGS: ALL EQUIPMENT WILL HAVE A PERMANENTLY FIXED TAG CORRESPONDING TO THE EQUIPMENT TAG ON THE ENGINEER'S DRAWINGS.
FIRESTOPPING: UL APPROVED MATERIALS AND METHODS SHALL PROTECT THE PENETRATIONS OF FIRE AND/OR SMOKE RATED WALLS, CEILINGS OR FLOORS. THE RATING OF
THE FIRESTOPPING SHALL EQUAL THE RATING OF THE RATED ASSEMBLY. ALL INSULATION SHALL HAVE COMPOSITE FIRE AND SMOKE HAZARD RATINGS AS TESTED BY
PROCEDURE ASTM E-84, NFPA-225, UL-723 NOT EXCEEDING:
FLAME SPREAD 25
SMOKE DEVELOPED 50
FUEL DISTRIBUTED 50
ACCESSORIES SUCH AS ADHESIVE, MASTIC, CEMENTS AND TAPES SHALL HAVE THE SAME COMPONENT RATING AS LISTED ABOVE.
SERVICE AND PERMITS: CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH UTILITY COMPANIES FOR SERVICE AND CONNECTIONS AND SHALL PAY FOR PERMITS.
SHOP DRAWINGS: EACH TRADE SHALL PREPARE AND SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH PROCEDURES OUTLINED IN DIVISION 1. RESPONSIBILITY FOR ERRORS OR
OMISSIONS IN THE SUBMITTALS SHALL NOT BE RELIEVED BY THE ARCHITECT'S OR ENGINEER'S REVIEW. ENGINEER'S PROCESSING WILL NOT CONSTITUTE A COMPLETE CHECK
BUT WILL INDICATE ONLY THAT A GENERAL METHOD OF CONSTRUCTION AND DETAILING IS SATISFACTORY. AT A MINIMUM SUBMITTALS SHALL INCLUDE FIXTURES, VALVES,
PIPING, INSULATION AND ACCESSORIES.
START-UP: CONTRACTOR SHALL STARTUP ALL EQUIPMENT AND FOLLOW THE MANUFACTURER'S START-UP PROCEDURES.
OPERATING AND MAINTENANCE DATA: SUBMIT THREE COPIES OF MANUFACTURER'S OPERATING AND MAINTENANCE INSTRUCTIONS AND SPARE PARTS LIST FOR EACH PIECE OF
EQUIPMENT.
SUPPLEMENTARY SUPPORTS: CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIALS, IN ORDER TO
PROVIDE A "VIBRATION- FREE" RIGID INSTALLATION.
DIELECTRIC UNIONS: PROVIDE DIELECTRIC UNIONS OR FLANGES AT CONNECTIONS OR CONTACT BETWEEN PIPES OF DISSIMILAR METALS.
MEDICAL GAS Z VACUUM PIPING: COMPRESSED AIR PIPING SHALL BE OIL -FREE TYPE-L COPPER IN ACCORDANCE WITH ASTM-B75 / ASTM-B819, AND IN ACCORDANCE WITH
NFPA-99 (2015 ED.). COMPRESSED AIR PIPING SHALL BE WRAPPED WITH SHURTAPE BRAND TAPE WHERE IN CONTACT WITH SOIL. VACUUM PIPING SHALL BE SCHEDULE
40-PVC WITH SOLVENT FITTINGS.
WATER PIPING: WATER PIPING SHALL BE CPVC TUBING. TUBING, FITTINGS AND CEMENT SHALL MEET ASTM D-2846, 100 PSI 0 180*17 CONTINUOUS RATING. CPVC TUBING
AND FITTINGS SHALL MEET 25/50 FLAME SPREAD/SMOKE DEVELOPED REQUIREMENTS FOR PLENUMS. CONTRACTOR SHALL INSTALL CPVC IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL PROVIDE FOR EXPANSION AND CONTRACTION OF TUBING. TUBING SHALL BE SLEEVED AT PENETRATION OF CONCRETE
SLABS OR WALLS. CPVC TUBING SHALL BE BFGOODRICH FLOWGUARD GOLD OR APPROVED EQUAL. INSTALL PIPE SUPPORTS AT 3-FOOT INTERVALS FOR SIZES 1" OR
SMALLER; INSTALL PIPE SUPPORTS AT 4-FOOT INTERVALS FOR 1-1/4" AND LARGER.
WATER HAMMER ARRESTORS: INSTALL WATER HAMMER ARRESTERS AT EACH HOT AND COLD FIXTURE SUPPLY.
EXPOSED PIPING: EXPOSED PIPING SHALL BE POLISHED CHROMIUM ON EITHER BRASS OR BRONZE. PROVIDE ADA INSULATED WATER AND WASTE LINE COVERINGS FOR WALL
HUNG SINKS AND LAVATORIES.
VALVES: ALL VALVES SHALL HAVE A MINIMUM OF 125 PSIG WORKING PRESSURE. VALVES AND COCKS MAY NOT BE INDICATED IN EVERY INSTANCE ON THE DRAWINGS, BUT
WHETHER OR NOT SHOWN, ALL VALVES, COCKS AND CHECK VALVES NECESSARY FOR THE PROPER OPERATION OF THE SYSTEM SHALL BE FURNISHED AND INSTALLED.
INSTALL ISOLATION/SHUT-OFF VALVES AT ALL MAIN RISERS, AND MAIN BRANCH TAKEOFFS. INSTALL ISOLATION/SHUT-OFF VALVES ON EACH INLET AND OUTLET OF EACH
PIECE OF EQUIPMENT. PROVIDE A FLANGE OR UNION BETWEEN THE VALVE AND THE EQUIPMENT TO PERMIT DISCONNECTION, REMOVAL AND SERVICE.
STERILIZATION OF DOMESTIC WATER SYSTEM: THE ENTIRE DOMESTIC WATER DISTRIBUTION SYSTEM SHALL BE THOROUGHLY STERILIZED AS REQUIRED BY THE HEALTH
AUTHORITY OR WATER PURVEYOR HAVING JURISDICTION, OR IN THE ABSENCE OF A PRESCRIBED METHOD, THE PROCEDURE DESCRIBED IN EITHER AWWA C651 OR AWWA C652,
OR AS DESCRIBED IN SECTION 610 FBC-P.
VENTING: THE STACKS SHALL BE EXTENDED THROUGH ROOF OF BUILDING TO POINTS NOT LESS THAN 12" ABOVE ROOF. VENTS SHALL BE OFFSET AS REQUIRED TO
PENETRATE ROOFS AT LEAST 3 FEET FROM THE RIDGE OR EDGE OF BUILDING AND 10 FEET FROM ANY FRESH AIR INTAKE OR OPERABLE WINDOW OR DOOR.
SANITARY,
WASTE, AND VENT PIPING:
ALL BURIED AND UNBURIED
PIPING AND FITTINGS SHALL BE SCHEDULE 40 PVC-DWV. (SOLID CORE) SLOPE OF SANITARY OR DRAINAGE
PIPING 2-1/2"
AND SMALLER SHALL
BE A MINIMUM OF 1/4" PER
FOOT; PIPING 3" AND LARGER SHALL BE SLOPED A MINIMUM OF 1/8" PER FOOT. CLEANOUTS WILL BE
LOCATED
NOT MORE THAN 100 FEET
APART AND AT EACH CHANGE
OF DIRECTION GREATER THAN 45* ALONG THE HORIZONTAL DRAIN. CLEANOUTS SHALL BE INSTALLED AT
BASE OF
EACH STACK. CONCEALED
CLEANOUTS SHALL HAVE CAST
BRASS CHROMIUM PLATED FLAT ACCESS COVER PLATE.
FLOOR DRAINS/SINKS: FLOOR DRAINS SHALL BE CAST IRON AND ADJUSTABLE TO ACCOMMODATE THE FINISHED FLOOR. FLOOR SINKS SHALL HAVE AN ACID -RESISTANT
ENAMELED INTERIOR. STRAINERS SHALL BE PROVIDED WITH BARRIER -TYPE TRAP SEAL PROTECTION (ASSE 1072) AND FLASHING FLANGE OR CLAMP, UNLESS OTHERWISE
INDICATED.
DOMESTIC WATER HEATERS (ELECTRIC): WATER HEATER SHALL BE CERTIFIED BY THE NATIONAL SANITATION FOUNDATION & UL-LISTED. UNITS SHALL BE EQUIPPED WITH
CODE -APPROVED TEMPERATURE AND PRESSURE RELIEF VALVES. TANKS SHALL BE GLASS -LINED AND SHALL HAVE MANUFACTURIER'S STANDARD FIVE-YEAR WARRANTY.
PLUMBING FIXTURES AND TRIM: PLUMBING FIXTURES SHALL BE FURNISHED AND INSTALLED IN A NEAT AND WORKMANLIKE MANNER WITH PROPER CONNECTIONS TO SUPPLY
AND DRAINAGE PIPING. ALL FIXTURES SHALL BE FREE OF FLAWS AND DEFECTS OF ANY SORT IN MATERIAL AND WORKMANSHIP AND SHALL OPERATE PERFECTLY WHEN
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. CONTRACTOR SHALL PROVIDE ROUGH -IN, AND SHALL CONNECT ALL FIXTURES TO THE PLUMBING SYSTEMS.
ALL FIXTURES TO BE PROVIDED WITH CHROME -PLATED SUPPLIES AND STOPS. PROVIDE 17 GAUGE CHROME -PLATED BRASS TRAPS FOR ALL FIXTURES WITHOUT INTEGRAL
TRAPS. PROVIDE CONCEALED ARM CARRIERS AND SUPPORTS FOR ALL FIXTURES REQUIRING SAME.
PIPE INSULATION: INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. SEAL
ALL JOINTS, BREAKS, TEARS AND PENETRATIONS WITH FIRE RETARDENT, VAPOR BARRIER MASTIC. COVER VALVES, FITTINGS AND SIMILAR ITEMS IN EACH PIPING SYSTEMS.
INSULATE ALL DOMESTIC HOT WATER AND INTERIOR STORM PIPE WITH 1" THICK FIBERGLASS SECTIONAL PIPE COVERING WITH CANVAS JACKET OR ARMAFLEX AP (ASTM E-84).
PIPE INSULATION: INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. SEAL
ALL JOINTS, BREAKS, TEARS AND PENETRATIONS WITH FIRE RETARDENT, VAPOR BARRIER MASTIC. COVER VALVES, FITTINGS AND SIMILAR ITEMS IN EACH PIPING SYSTEMS.
INSULATE ALL DOMESTIC HOT WATER AND ALL PIPING EXPOSED IN RESIDENCE UTILITY ROOMS WITH 1" THICK PLENUM RATED ARMAFLEX AP SECTIONAL PIPE COVERING (ASTM
E-84).
TESTING: TEST ALL WASTE AND VENT PIPING FOR A PERIOD OF NOT LESS THAN 8 HOURS BY CAPPING OR PLUGGING. ALL JOINTS TO A LEVEL OF THE HIGHEST FIXTURE OR
FITTINGS. FILLING THE SYSTEM WITH WATER, AND OBSERVING FOR LEAKS. TEST WATER PIPING AT 100 PSIG FOR A PERIOD OF 8 HOURS, OBSERVING FOR ANY VISIBLE
LEAKS. TEST PIPING AGAIN WITH FIXTURES INSTALLED. REPAIR ANY LEAKS FOUND BY REMAKING JOINT. DO NOT USE CAULKING OR SIMILAR METHODS TO CORRECT LEAKS.
UPON REPAIRING ANY LEAKS FOUND. AGAIN TEST THAT PORTION OF THE SYSTEM AS DESCRIBED ABOVE.
EQUIPMENT FURNISHED BY OTHERS: WHERE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL MAKE ALL PIPING CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS.
THIS WORK SHALL INCLUDE FURNISHING AND INSTALLATION OF ALL WATER AND DRAIN PIPING. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS OF
EQUIPMENT MANUFACTURER.
GUARANTEE: THE ONE-YEAR GUARANTEE PERIOD SHALL NOT START UNTIL THE PROJECT IS FULLY COMPLETED AND THE CONTRACTOR HAS RECEIVED THE FINAL PAYMENT AND
CERTIFICATION OF COMPLETION. ALL EQUIPMENT AND ALL WORK SHALL BE FULLY GUARANTEED, PARTS AND LABOR, FOR ONE YEAR FROM THE DATE OF THE CERTIFICATE OF
COMPLETION. REPAIRS MADE DURING THIS PEROID MUST BE FULLY GUARANTEED FOR AN ADDITIONAL ONE YEAR PERIOD FROM THE DATE OF REPAIRS. IN ADDITION, THE
CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE TO THE BUILDING, AND ITS CONTENTS OR OTHER EQUIPMENT, CAUSED BY DEFECTS OR IMPROPER
INSTALLATION OF EQUIPMENT OR MATERIAL INSTALLED.
SUBSTITUTIONS: CONTRACTOR SHALL PAY FOR ANY AND ALL ADDED COSTS ASSOCIATED WITH ANY SUBSTITUTION, INCLUDING SUBSTITUTIONS THAT REQUIRE CHANGES TO THE
OTHER BUILDING COMPONENTS, SUCH AS ELECTRICAL, STRUCTURAL REINFORCING, CEILINGS, WALLS, ROOFS, ETC. THIS WILL INCLUDE ANY ENGINEERING/ARCHITECTURAL
RE -DESIGN COSTS AS A RESULT OF SAID SUBSTITUTION. THESE COSTS SHALL NOT BE BORNE BY THE OWNER, ARCHITECT, NOR ENGINEER, REGARDLESS OF ACCEPTABILITY
OF SUBSTITUTION. ENGINEER RESERVES THE RIGHT TO ACCEPT OR DENY ANY SUBSTITUTION THAT HE DOES NOT DEEM TO BE EQUIVALENT, AND CONTRACTOR SHALL
PROVIDE SPECIFIED OR EQUIVALENT MATERIALS/EQUIPMENT AT NO ADDITIONAL COST TO OWNER, SHOULD A SUBSTITUTION BE DENIED.
FIXTURE & CONNECTION SCHEDULE
BRANCH SIZE
I
FIXTURE
TAG
MANUFACTURER/MODEL
REMARKS
DRAINAGE
WATE
WASTE
VENT
COLD
HOT
WATER CLOSET
WC-11
3"
2"
1/2"
AMERICAN STANDARD CADET #2467.016
PRESSURE -ASSISTED TANK, VITREOUS CHINA, ELONGATED BOWL, SIPHON JET, FLOOR
(HANDICAPPED)
SEAT: BEMIS # 1655SSCT
MOUNTED. FLUSH HANDLE ON WIDE SIDE OF STALL. 16-1/2" BOWL RIM HEIGHT, &
FULLY GLAZED 2-1/8" TRAPWAY. SOLID WHITE PLASTIC SEAT WITH OPEN FRONT &
SELF-SUSTAINING CHECK HINGES. ALSO, PROVIDE 3/8" SUPPLY AND STOP, CLOSET
FLANGE, WAX SEAL RING, NUTS, BOLTS AND WASHERS AS REQUIRED.
LAVATORY
LAV- 1
2"
2"
1/2"
1/2"
AMERICAN STANDARD LUCERNE #0355.012
LAVATORY: 20"x`18", VITREOUS CHINA, WITH FAUCET LEDGE AND INTEGRAL
(ADA)
DELTA SINGLE LEVER FAUCET #523LF-HGMHDF
OVERFLOW. PROVIDE ARM CHAIR FLOOR CARRIER. SINGLE LEVER FAUCET
WITH 4" CENTERS, O.5-GPM AERATOR, & GRID DRAIN ASSEMBLY. PROVIDE
MIXING VALVE: LAWLER # TMM-1070
ASSE 1070 LISTED MIXING VALVE SET TO 109*F, TAILPIECE, P-TRAP, SUPPLY
CARRIER: ZURN #Z1231
& STOPS. INSULATE EXPOSED PIPING WITH TRUEBRO LAV GUARD KIT.
DRINKING FOUNTAIN
EWC-1
2"
2
1/2"
--
ELKAY # EZSTL8C
DRINKING FOUNTAIN: ELECTRIC WATER COOLER, 2-STATION,
(HI-LO = ADA)
CARRIER: ZURN #Z1225
STAINLESS STEEL BASINS, WITH MANIFOLD WATER/SANITARY CONNECTIONS,
FLOOR CARRIER. 120-V/1-PH. DISCONNECT BY ELECTRICIAN
MOP SINK
MS-1
2"
2"
1/2"
1/2"
FIAT # MSB 2424
MOP SINK: MOLDED PLASTIC, 10" LIP EDGE, 2" DRAIN & BASKET STRAINER.
ACCESSORIES: FIAT #830AA, 832AA & 889CC
PROVIDE WALL MOUNTED FAUCET WITH BRACKET ARM & PAIL HOOK, MOP
HANGER, HOSE AND HOSE BRACKET.
RECIRC PUMP
RP-1
1/2"
TACO 003
HOT WATER RECIRCULATION PUMP. 115 V, 0.43 AMP, 1/40 HP, 1/2" CONNECTIONS,
5 FT HEAD. PROVIDE BALANCE VALVE, AQUASTAT & 7-DAY PROGRAMMABLE TIMER.
ICE BOX
IB-1
--
1/2"
--
GUY GRAY # BIM875
ICE MAKER BOX: GALVANIZED STEEL, 18 GA. FACEPLATE, 1/4-TURN STOP,
COMBINATION MIP OR SWEAT CONNECTION. PROVIDE WATER HAMMER ARRESTOR.
PROVIDE ASSE 1022 CHECK VALVE AFTER STOP FOR VISUAL INDICATION FOR FAILURE.
EXAM SINK
ES-1
2"
2"
1/2"
1/2"
DAYTON # D11515
COUNTERTOP MOUNT, 12"XlO"X5"BOWL, STAINLESS STEEL. PROVIDE STOPS,
ZURN # Z812B4-3F
SUPPLIES, TRAP, ETC., TO MAKE A COMPLETE INSTALLATION.
FAUCET: DUAL WRIST BLADE HANDLES, DECK MOUNT GOOSENECK FAUCET WITH
GRID STRAINER, & 0.5GPM AERATOR.
HAND SINK
S-1
2-
2"
1/2"
1/2"
JUST MFG # WHL-14-S
WALL MOUNT, ROUND BOWL, STAINLESS STEEL. PROVIDE STOPS, SUPPLIES, TRAP,
ETC., TO MAKE A COMPLETE INSTALLATION.
FAUCET: SENSOR OPERATED, 120-VOLT WALL PLUG.
SINK
LS-1
2"
2"
1/2"
1/2"
DAYTON ELITE # D12521
COUNTER MOUNT, 1-COMPARTMENT STAINLESS STEEL SINK, COATED UNDERSIDE
FAUCET: ZURN #Z812C4-3F
SELF -RIMMING, 6" DEEP, 2" DRAIN & BASKET STRAINER, WITH FAUCET HOLES ON
GUARDIAN # G1200 EYEWASH
4 IN. CENTERS. FAUCET: GOOSENECK FAUCET WITH 4" WRIST BLADES HANDLES.
PROVIDE STOPS, SUPPLIES, TRAP, ETC., TO MAKE A COMPLETE INSTALLATION.
MIXING VALVE: LAWLER # 911E/F
PROVIDE UNDER COUNTER ASSE 1071 MIXING VALVE SET TO 95*F. PROVIDE
FAUCET MOUNTED EYEWASH WITH SINGLE MOTION CONTROL.
BREAK SINK
BS-1
2"
2"
1/2"
1/2"
DAYTON ELITE # D12521
SINK: 25"X21"; 1-COMPARTMENT STAINLESS STEEL, COATED UNDERSIDE
FAUCET: ZURN # Z87lC4-XL
SELF -RIMMING, 2" DRAIN & BASKET STRAINER, WITH TWO FAUCET HOLE.
8"GOOSENECK FAUCET, 4;;WRISTBLADE HANDLE. PROVIDE STOPS, SUPPLIES, TRAP,
ETC., TO MAKE A COMPLETE INSTALLATION.
FLOOR DRAIN
FD-1
3'
2"
�7 '7 -7 77 v � 7, 7 T, 77 v
ZURN # Z415E
6URA-COATED CAST IRON-66DY, '6"D'lAa�rER'13_R6`NZ_E -AD-JU-STA-BL-E-ST-RAI-NE-R-WI-TH�
ZURN # Z1072
FUNNEL. PROVIDE 4" DEEP TRAP AND TRAP GUARD (ASSE 1072 CERTIFIED).
WALL CLEANOUT
WCO
SEE
ZURN 0 Z1468
WALL CLEANOUT - ROUND STAINLESS STEEL WALL ACCESS COVER
PLANI
WITH SECURING SCREW AND BRONZE RAISED HEX HEAD PLUG.
I
PLUMBING LEGEND
DESCRIPTION
ABBREV.
SYMBOL
SANITARY PIPING
SAN
VENT PIPING
V
------------------
DOMESTIC COLD WATER
CW
DOMESTIC HOT WATER
HW
COMPRESSED AIR PIPING
CA
---CA-----
VACUUM PIPING
VAC
----VAC-----
FILTERED WATER PIPING
FW
— - -FW-
NITROUS PIPING
N
_N
OXYGEN PIPING
Ox
Ox
BALL/ISOLATION VALVE
BV
__d)l_
DUAL -CHECK BACKFLOW
N
PREVENTER
GRADE CLEAN OUT
COTG
COTG
WALL CLEAN OUT
WCO
Wco 1! 0
FLOOR CLEAN OUT
FCO
FCO 0—
PIPE TURNING UP
0— -
PIPE TURNING DOWN
C
CAPPED PIPING
Er— - —
TYPICAL ITEM
TYP
CONNECTION BETWEEN
NEW & EXISTING
EXISTING
(E)
NEW
(N)
I BALANCE VALVE
BV
NOTE ON EXISTING UTILITIES:
CONTRACTOR SHALL FIELD VERIFY LOCATIONS & INVERTS
OF ALL EXISTING UTILITY MAINS INSIDE BUILDING (I.E.
SEWER, GAS, DOMESTIC WATER, ETC.) PRIOR TO ANY
DEMOLITION OR CONSTRUCTION. ADVISE ENGINEER OF
ANY DISCREPANCIES BEFORE PROCEEDING ANY FURTHER.
** CCTV VIDEO CAMERA INVESTIGATION REQUIRED BY PLUMBER
(PRIOR TO ANY WORK) TO VERIFY INVERT ADEQUATE AT MOST
REMOTE AREA OF NEW SANITARY UNDERGROUND CONNECTION.
NOTIFY ENGINEER OF RESULTS OF CAMERA WORK.
IALL ROOF DRAINAGE IS EXISTING TO REMAIN. I
NOTE TO CONTRACTOR
ON EXISTING CONDITIONS:
CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND
SURVEY ALL EXISTING CONDITIONS AND EQUIPMENT
PRIOR TO SUBMITTING BID FOR WORK REQUIRED BY
THESE DOCUMENTS. THIS INCLUDES ABOVE THE
CEILING AND ON TOP OF THE ROOF.
2. CONTRACTOR SHALL REFER TO AND READ THROUGH
ALL OF THE "CONTRACTOR'S SCOPE OF WORK" AS
DEFINED IN THE BID SPECIFICATIONS AND DOCUMENTS
AS PART OF THE BID PROCESS.
3. IF AT ANY TIME,- THERE IS DISCREPANCY BETWEEN THE
PLANS & SPECS, OR CONFUSION /CONCERN OVER
REQUIRED WORK, CONTRACTOR SHALL IMMEDIATELY
NOTIFY ARCHITECT, ENGINEER, &/OR OWNER AND GET
DIRECTION BEFORE PROCEEDING WITH WORK IN
QUESTION.
4. FOR ALL NEW ROOF PENETRATIONS, CONTRACTOR
SHALL INCLUDE IN HIS BID THE COST TO HIRE THE
ROOFING FIRM HOLDING THE WARRANTY TO PROVIDE
ROOF PENETRATIONS.
5. FOR ALL EXISTING EQUIPMENT TO BE RE -LOCATED
&/OR RE -USED, CONTRACTOR SHALL BE RESPONSIBLE
FOR DISCONNECTION, SAFE STORAGE, &
RE -CONNECTION OF SAID EQUIPMENT COMPLETELY.
6. FOR ALL EXISTING EQUIPMENT TO BE DEMOLISHED (I.E.
DEMO) CONTRACTOR SHALL BE RESPONSIBLE FOR
DISCONNECTION, REMOVAL, & DISPOSAL OFF -SITE PER
CODE, OF SAID EQUIPMENT COMPLETELY.
STEPANEK-L
ANDASSOCIATES
k9r,-7 TWrl Vr OAKS WAY, SUITE 103
WESLEY CHAPEL, FL 33544
PH (813) 991-1248
REGISTRY # 8397 21-143
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MATTHEW D. LEWIS, P.E. FL LIC#56189
hwA Date
09-03-21
FAI
FROM BUILDING
DISTRIBUTION
WALL -SEE FLOOR PLANS
SUPPLY PIPE -SEE PLUMB
BLOCKING BETWEEN STUDS
PIPE TO EQUIP. FIXTURE
SILICON CAULK-FSE AREAS
QUARTER -TURN
ANGLE STOP (TYP)
CHROME TRIM
ELBOW W/ANCHOR FLANGE
FIXTURE SHUT-OFF VALVE
NOTTO SCALE
Al PROVIDE A ONE PIECE SPUN ALUMINUM
NJ BASE, WITH GRADULATED STEPPED PVC
BOOT, AND ADJUSTABLE STAINLESS STEEL
CLAMPS.
ROOF MASTIC
ROOF' INSULATION H 11 ROOF INSULATION
ROOF.DECK ] 1 110 ROOFDECK
PROVIDE SLEEVE IF ---,_ANCHOR PIPE TO ROOF DECK OR JOIST
REQUIRED BY ROOF DECK WITH U-BOLT AROUND PIPE AND ANGLE
IRON WELDED OR SCREWED TO ROOF
DECK OR JOIST.
PROVIDE TRANSITION TO
3" VENT THRU ROOF
HUBLESS PIPE CONNECTORS
LN -: � �k �m Z-� �-me �* �s �'� I �
SCALE: NONE
REFER TO PLANS FOR VTR LOCATIONS. PROVIDE MINIMUM OF 10 FT FROM ALL FRESH AIR
INTAKES. PROVIDE 1" FIBERGLASS INSULATION WITH ALL -SERVICE JACKET ON VENT PIPE
INSIDE OF BUILDING WITHIN 6 FT OF VTR LOCATION. COORDINATE AND VERIFY FLASHING
AND COUNTER FLASHING WITH ROOFING CONTRACTOR.
VACUUM SWITCH
AND GAUGE
MAINLINE ---/
ISOLATION
(SOURCE SHUTOFF)
VALVE
\ FLEX. CONNECTION
ISOLATION
VALVE
(TYPICAL)
RECEIVER
1-1/4" DRAIN ------
TO FLOOR DRAIN
UNION
(TYPICAL)
CHECK VALVE
TYPICAL)
's� d
VAC.PUMP
(1 OF 2)
VACUUM PUMP DETAIL
NOT TO SCALE
MAY EXTEND AS A WASTE OR
VENT. REFER TO PLANS.--\
CHROME WALLCOVER
& SCREW �
BALANCE OF PIPING SAME
AS CLEANOUT TO GRADE -
�-2" DISCHARGE ABOVE
ROOF MIN. 10-FT
ABOVE GRADE WITH
GOOSENECK &
STAINLESS STEEL SCREEN
ROUTE 2" DRAIN
!//"--TO FLOOR DRAIN
WALL
PLUGGED TEE
W/CLEANOUT
FLOOR LINE
1/8" BEND
WALL CLEANOUT
NOT TO SCALE
BRASS FUNNEL
(CUT OPENING IN CABIN��R�Y
BASE FOR FUNNEL)
CAST BASS GRATE
TILE, 1/4"
SLOPE MIN.
LATICRETE 9235
WATERPROOF
MEMBRANE
EPDXY GROUT
DRAIN W/
COLLAR
FLOOR
TRAP GUARD INSERT
(ASSE 1072 CERTIFIED)
NOTE: FUNNEL ALLOWS
FLOOR TO DRAIN INTO
STRAINER
FLOOR DRAIN WITH TRAP GUARD DETAIL
SCALE: NONE
STEPANEK-L
% ANDASSOCIATES
- ir2257 TWELVE OAKS WAY, SUITE 103
WESLEY CHAPEL, FL 33544
PH (813) 991-1248
REGISTRY # 8397 21 —1 43�')
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299-55-7 TWELVE OAKS WAY, SUITE 103 Sheet Nm
WESLEY CHAPEL, FIL 33544
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REGISTRY # 8397 21-143
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MATTHEW D. LEWIS, P.E. FL LIC#56189
PROJEGT NOTES
E
"
1.
ALL WORK SMALL BE IN STRICT ACCORDANCE P41TH THE 2011 EDITION OF THE NATIONAL
L
ELECTRICAL CODE (N.E.0) AND ALL LOCAL CODES AND ORDNANCE5.
E
2.
ALL MATERIAL5 SHALL 13E NEW AND OF DOMESTIC ORIeIN AND SHALL BEAR UN0ERHRITEq;z5-
G
LABEL WHERE APPLICABLE.
T
3.
ALL WORK SMALL BE PERFORMED BY A LICENSED ELECTRJICAL GONTRACTOR IN A
FIR5T-CLA55 WORKMANLIKE MANNER. THE COMPLETED SYSTEM 15 TO BE FULLY OPERABLE AND
ACCEPTANCE OF TH15 SYSTEM BY THE EN65INEER/ARCHITECT MUST BE A CONDITION OF THE SU5
CONTRACT.
4.
ALL HORK TO BE COORDINATED HITH OTHER TRADE-5 TO AVOID INTERFERENCE P41TH THE
PROC-RE-55 OF CONSTRUCTION.
A
5.
CONTRACTOR TO OUARANTEE ALL MATERIALS AND HORKMAN5441P FREE FROM DEFECTS FOR A
PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTAW-1E.
L
6.
CORRECTION OF ANY DEFECTS TO BE COMPLETED V41THOUT ADDITIONAL GHAR67E AND To
INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION 144IGH MAY'
HAVE BEEN DAMA6ED THEREBY.
-1.
ALL REaUIRED INSURANCE TO BE PROVIDED FOR PROTECTION A&AIN5T PUBLIC LIABILITY OF
PROPERTY DAMA65E FOR THE DURATION OF THE WORK.
5.
CONTRACTOR TO PAY FOR ALL PERMITS, FEE5, IN5PECTION5 AND TE5TIN67.
cf.
ELECTRICAL INSTALLATION TO MEET ALL STANDARD REGUIREMENT5 OF LOCAL POWER AND
TELEPHONE GOMPANIE-5,
10. MINIMUM V41RE SIZE SHALL BE #12 AH&, EXCLUDINO CONTROL HIRIN6. UNLE55 OTHERWISE NOTED,
CONDUCTOR55HALL 13E COPPER P41TH THHN/THHN INSULATION. 0ONDUCTOR5 #12 ANDSMALLER
MAY BE SOLID; ALL TH05E #10 AND LAR6C-R TO BE STRANDED.
111. ALL UNDER&ROUND RACEWAYS SHALL BE &ALVANIZEH�� RI&ID STEEL CONDUIT OR SCHEDULE 40
PVG. ALL OTHER RACEWAYS TO COMPLY WITH 6OVERNIN& CODES. MINIMUM GONDUIT
UNDER64ROUND SHALL BE 3/4" CONDUIT UNLE55 OTHERWISE NOTED.
12. OUTLET BOXE55HALL BE PRE55ED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED
HU55 IN WET OR DAMP LOGATION5, AND BE OF SPECIAL CONSTRUCTION FOR OTHER CLASSIFIED
AREAS. ALL BOXE-5 SHALL BE RECESSED (FLUSH) IN HALLS OR CEILIN66 WHENEVER P05515LE.
13. DISCONNECT 5HITCHE-5 SHALL BE M.P. RATED, 6ENERAL OR HEAVY DUTY WHERE INDICATED,
OUICK-MAKE, QUICK -BREAK TY`PE. ENCLOSURES, SHALL 13E AS REOUIRED BY NFE.C. AND
LOCATION (I-EATHERPROOF, EXPLO51ON-PROOF, ETC).
14. ALL 63�ENERAL PURP05E SWITCHES, AND H05PITAL-65RADE RECEPTACLE-5 SHALL 13E THE
PRODUCT OF A 5IN&LE MANUFACTURER, REFER TO 5PECIFICATION5 ON SHEET Ea FOR
CATALO 6 NUMBERS.
15. ALL RACEHAY5 AND PIPE-5,5PACED IN OR THROU&H ANY CONCRETE SLAB, SMALL BE SPACED
A MINIMUM OF 2" APART TO ALLOW CONCRETE FILI BETWEEN THEM.
1b. IT 15 NOT THE INTENT OF THESE PLANS TO SHOH EVERY MINOR DETAIL OF CONSTRUCTION. THE
CONTRACTOR IS EXPECTED TO FURNIS44 AND INSTALL ALL ITEMS, FOR A COMPLETE ELECTRICAL
SYSTEM, AND PROVIDE ALL NE-CE55ARY DEVICES AND COMPONENTS FOR EGUIPMENT TO BE
PLACED IN PROPER HORK1146 ORDER.
11� ALL ELECTRICAL RACEWAYS (METALLIC, AND NONMETALLIC) SHALL HAVE AN EGVIPMENT
&ROUND CONDUCTOR 51ZED IN ACCORDANCE WITH THE 2011 EDITION OF THE NE.C.
1b. LOAD DATA 15 BASED ON INFORMATION 61VEN ENOINEER AT THE TIME OF DE5167N. VERIFY ALL
EOUIPMENT NAMEPLATE RATINC-55 BEFORE ORDERINC-7.
IcI. CIROUIT5 SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL51ZE5. THE
CONTRACTOR 15 TO PROVIDE CIRCUITS AND ROUTINO OF CONDUITS TO WIT JOB CONDITIONS.
20.FURNI5H AND INSTALL V15CONNECT SWITCHES, HIRIN6, AND CONNECTIONS ON AIR CONDITIONINC7
SYSTEM AS SHOWN ON PLANS. ELECTRJOAL CONTRACTOR SMALL VERIFY AND COORDINATE WITH
MECHANICAL CONTRACTOR REOARDIN& SUPPLY AND INSTALLATION OF ALL REGUIRED
CONTROLS.
21. ALL SHITCH&EAR SHALL 13E THE PRODUCT OF A 51NOLE MANUFACTURER. SYSTEM DE516N IS,
BASED ON THE SOUARE 11D11 COMPANY; HOWEVER COMPARABLE EGUIPMENT BY EATON, OFE., AND
51EMEN5 HILL BE ACCEPTABLE. TANDEM AND HALF-5PACE CIRCUIT BREAKERS SMALL NOT BE
USED. PROVIDE ARC FLASH HARNINC7516NAOE PER N.E.C. 110.16 FOR ALL5WITCHBOARD5 AND
PANELS.
22. ALL UNDEROROUND PVC, CONDUIT RUNS SHALL HAVE RI&ID STEEL E-LBOH5 AND RI&ID STEEL
5ECTION5 AT!5LAf3 PENETRATION5. WHERE RI 61D STEEL 15 USED, IT SMALL BE COMPLETELY
COATED WITH AN ALKALI AND RU5T-R.E515TANT BITUMA5TIC, PAINT, AND THREAD5 SHALL BE
COATED HITH ZINC CHROMATE.
25. THE ELECTRICAL CONTRACTOR SHALL MEET AND COORDINATE WITH THE LOCAL UTILITY
COMPANIE5 AT THE 51TE PRIOR TO CONSTRUCTION. AT THAT TIME, THE CONTRACTOR SHALL
COORDINATE ALL RELATED WORK WITH THE UTILITY COMPANIEVREPRE5ENTATIVE-5 TO MEET
THE OWNERS SCHEDULE.
24. ALL ELECTRICAL C-ONDUCTOR5 SHALL BE INSTALLED IN AN APPROVED RACEWAY.
25. GONTRAGTOR SHALL BE RESPONSIBLE FOR5EALIN6 ALL CONDUIT PENETRATION5 MADE
THROU&H FIRE RATED HALLS, CEILIN66, SLABS, ETC. PENETRATION SEALS SHALL BE PER U.L.
ASSEMBLY STANDARDS.
26. CONDUIT 5Y5TEM REOUIREMENT5;
UNDER64ZOUND - PVC WITH RJOID cI0 THROU67H SLAB.
ABOVE FIN15H FLOOR, CEILINC-75, ETC. (INDOOR) - EMT HITH STEEL SET SCREW FITTINC-75.
67ALVANIZED RIOID CONDUITS - ABOVE 6+2,ADE AND WHERE SUSCEPTIBLE TO PHYSICAL
DAMAeE.
F1 EXIME CONDUIT5 - INDOOR, ONLY SHORT RUNS NOT TO EXCEED 6-0".
5EALTITE - OUTDOOR, ONLY5HORT RUN5 NOT TO EXCEED 6-0".
MG CABLE - REFER TO MC, CABLE NOTES ON TH15 SHEET.
21. CONDUCTOR COLOR CODIN-6:
THE FOLLONINO APPLICABLE COLOR CODES, SMALL BE IMPLEMENTED AND POSTED IN ALL
PANELS, DISCONNECT SWITCHES, ETC., PER NEC, ARTICLES 200h(D) AND 215.12-
120/24OV., I -PH.
PHASE 'Al BLACK
PHASE `5' RED
NEUTRAL WHITE
SSROUND C-AZEEN
150L. &ROUND r7REEN/YELLOH
2&. ALL RECEPTACLES WITHIN 51X FEET OF A HATER SOURCE SHALL BE A &FI RECEPTACLE OR
PROTECTED BY A C7FI BREAKER PER NFPA -10 (NEC) ARTICLE 210.&. THIS NOTE APPLIES TO ALL
SHEETS.
2cl. PROVIDE ALL REGUIRED 0-10V HIRINO TO O-IOV DIMMABLE FIXTURES, AND CONTROLS AS
REMIRED. TH15 0-10V LOH VOLTA(5E HIRIN6 15 NOT SHOWN ON PLANS FOR DRAHIN5 CLARITY,
50. ALL OUTDOOR RECEPTACLES SHALL BE WEATHER RESISTANCE RATED, CSFI-TYPE WITH "WET
WHILE IN USE" COVERS, MARKED "EXTRA DUTY" PER 406A 03)(1).
31. WHERE HIRE51ZE5 ARE SHOWN ON PLANS OR IN PANEL SCHEDULE, THE!5AME HIRE SIZE, AS A
MINIMUM,5HALL BE CARRIED THROU67HOUT THE CIRCUIT UNLESS SPECIFICALLY NOTED
OTHER4-415E ON PLAN5.
NqE3
LEOEND
E
MOUNTINO HEICHT5 SHOWN ARE MAXIMUM/MINIMUM
NOT
ALL DEVICES SHOWN IN LEOE� ARE REGUIRED.
L
HAW1CAPf='ED ACCE551BILITY STANDARDS - THEY SHALL
REVIEW POWER AND LI(5HTIN6 PLANS AND DETAILS FOR
NOT BE ALTERED WITHOUT WRITTEN AOTHORIZATION.
ITEMS H[HICH APPLY TO TH15 PROJECT.
E
0
LINEAR FIXTURE, LETTER INDICATES TrPE
CONIA)IT CONCEALED IN KAkLL OR ABOVE 0MLIN& 04"
CONDUCTORS AS SHOWN ON PANEL 5C+IEDULE. UDN.
OB
INCANDESCENT OR HID LI6HT FIXTURE, LETTER INDICATES
TYPE
CONDUIT CONCEALED BELOK FLOOR SLAB OR FINISHED 6RAVE
T
I0c,
KALL BRACKET L16HT FIXTURE, LETTER INDICATES TYPE
W" CONVUrTOR5 AS SHOWN ON PANEL 56HEDULE U.O.N.
L16HT FIXTURE ON EMER6ENCY CIRCUIT/NI&HT LIr9HT 04L)
CONDUIT EXPOSED ON HALL OR CEILIN& NTH CONDUCTOR-57 AS
SHOWN ON PANEL SCHEDULE. U.O.N.
EXIT L16W (ARROK INDICATES DIRECTION)
TELEVISION SYSTEM E!"IPTY CONDUIT WITH PULL HIRE
BATTERY POWERED EMER6ENCY LI6HT
FLEXIBLE CONDUIT NOT TO EXCEED 6 FEET IN LEN&TH
A
(1) WAD REMOTE EXTERIOR MOUNTED EMER6ENCY LI&HT.
DL. VOLTASE li MO KIRE IN 1/2' CONDUIT)
L(Z
HEAD REMOTE EXTERIOR MOUNTED EMERiSENC�Y L16HT.
HIREMOLD (SIZE AND LEN6TH AS NOTED)
TRACK L1644TINO
CONDUIT 5EAL--iOFF FITTIN&
SINGLE POLE SWITCH, LOWER CASE LETTER INDICATES L16W
CONTROLLED, MOUNT 46" A.F.F. U.O.N.
PADDLE FAN KITH 5A<J<5OX CAPA13LE OF 5UPPORTIN6 100 L5.
LOAD
52
DOUBLE POLE SK11TCH, MOUNT 4&" A.F.F. U.O.N.
S5
THREE-KAY SHITCH, MOUNT 46- A.F.F. li
1=A
T.V. CAMERA
54
FOUR-KAY SKITCH, MOUNT 468 A.F.F. li
T.V. MONITOR
5p
5IN6LE POLE SHITCH WITH PILOT L16HT, MOUNT 440 APF.
TELEV`15ION OUTLET, PROVIDE 5IN(5i_E CiAN& BOX KITH 3/4"
U.ON.
1-0
CONDUIT WITH PULL WIRE AND IN5ULATINS5 BUS! 11IN& STUBBED INTO
5K
KEY OPERATED SIN&LE POLE SNITCH, MOUNT 46" A.F.F. U.O.N.
CEILIN& SPACE. MOUNT 13OX 0" AF.F. U.O.N.
5F
FAN. CONTROLLER, MOUNT 4&- A.F.F. U.O.N.
q:::]
DISCONNECT 5JI41TC-44
DIMMER 5WITC44, KATT5 AS NOTED, MOUNT 4,56 A.FF. U.O.N.
1001;31W
DISCONNECT DE-516NATION (511ZE/POLE5/FUSE� NF" INDICATES
NON-FU51EPI "PE" INDICATES DUAL ELEMENT FUSES.
HOSPITAL-C7RADE 5IN&LE RECEPTACLE, AMPS AS NOTED,
MOUNT I&N A.F.F. U.O.R
MA6NETIC MOTOR STARTER
H05PITAL-eRAVE DUPLEX RECEPTACLE, MOUNT le- A.F.F.
qO
COMBINATION KW_-+4ETIC MOTOR 5TARTEPV15CONNECT SWITCH
U.0K
@r
H05PITAL-64ZADE DUPLEX RECEPTACLE, MOUNT AE30VE
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Dpy TYPE TRANSFORMER
COWTER HEIC+ff U.O.N.
Pq
CONTAC- TOP, (AS NOTEP)
HoSpiTAL-&RADE asiAoRAPLEx RECEPTACLE, MOUNT iam
A.F.F. U.O.N.
MT/,,
Tit-e cuxx_
HC15PITAL-&;ZADE DUPLEX RECEPTACLE, HORIZONTALLY
Fp_x_1
PHOTOCELL
MOUNTED.
5oA
I PH, 25ov. RECEPTACLE, AMPS AS NOTED, MOUNT la" A.F.F.
MOTOR PERMANENTLY CONNECTED KITH FLEXIBLE C4+10UIT
U.O.N.
41H
SPECIAL RECEPTACLE AS NOTED
ELECTRIC PLrT HEATER
6RADE FLOOR MOUNTED DUPLEX RECEPTACLE
THERMOSTAT. PROVIDE 511146LE &AN67 BOX NITH 1/2" 0. STUBBED
INTO CEILIN&SPACE, MOUNT 60" A.F.F. U.O.N. (C40FD11NATE NTI4
HOSPITAL-61RADE 6ROUND FAULT INTERRUPTER
MECHANICAL PRAKIN66 PRIOR TO ROUe+I-IN)
O?m
RECEPTACLE, MOUNT ABOVE COUNTEFZ HEli U.O.N.
PU5HE3UTTON, MOUNT 45' A.F.F. 1i
(��a
H05PITAL-64ZADE DUPLEX RECEPTACLE, ISOLATED CiROUND
DOOR CHIME KITH TRAN5FORU�IER
TYPE, MOUNT AT 1,50 AF.F� U.O.N.
Q:
H105PITAL-CiRADE DUPLEX RECEf TACLE, SPLIT WIRED, MOUNT
SPEAKER
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_UNCTION BOX (f=LLrH MOUNT IN FINISHED AREAS U.ONJ
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DUPLEX RECEPTACLE, HEATHER4ZE515TANT AND 6FI RATED,
LEVITON #147&qq-TRK WITH WEATHERPROOF 13OX AND
VEV:ICE AS NOTED
COVER. MOUNT AT I&` APP. U.O.N.
TELEPHONE BACKBOARD NTH #b 0J. e4PZOUND (SIZE AS NOTED)
DUF`LEX RECEPTACLE P41TH USB CHAR&INe PORTS, HUBBELL
#USB2OX2K MOUNT AT 16" A.PF. li
2T7/4WV, 5-PH PANELWARD
TELE/PATA OUTLET, PROVIDE 4- 50.5OX NTH kSAWv KV
LI&4TINC7 OR POWER PANELBOARD
RIN&, AND I" CONDUIT WITH PULL KIRE AND INSULATIN&
BUSHIN& STUBBED INTO CEILIN& SPACE. MOUNT A50VE
FLOOR MOUNTED TELEPHONE RECEPTACLE
COUNTER HEICrHT U.O.N.
TELEA:�ATA OUTLET, PROVIDE 4" 50. BOX NTH 1--&AWv KV
RIW AND 11- CONDUIT KITH PULL WIRE AND INSULATIN6,
BU51i 5TU55EP INTO OEILIN6 SPACE. MOUNT 13OX 16"
Ar-.F. U.O.N.
60CE=An
E.a. EGAJIPME 6ROLND ENC. ELECTRIC WATER COOLER
N.L.
NI(9HT L16HT Afj9. ABOVE FINISH 6RADE
I.e. 150LATED CROW E/F-EF EXHAUST FAN
Pr,
FULL C44AIN U.O.K 1i OTHERWISE NOTED
w HEATHERPROOF AAiAHU AIR HANDLIN5 UNIT
C.T.
CUIZRENT TRAW5FOM-M NTiS. NOT TO 5CALE
E6 EMPTY CONDUIT A60-61) CONDEN5W UNIT
EX
EX15TINC7 DEVICE N.I.C. NOT IN CONTRACT
EWH ELECTRIC WATER HEATER RTU ROOF TOP UNIT
EXR
E45-nN5 TO BE RELOCATED AI.F.F. ABOVE FINISH FLOOR
6FIi 6ROUND FAIJLT CIRCUIT
INTERRUPTER
NOTEx MOWTIN& HE1160M NOTED ARE
TO CENTERLINE OF DEVICE %IOW UO.N.
MG GABLE NOTES
E. -,:a 0#X011.11 Q IPM 04 0 W-41 W01 R0190 Q, 1q;a I M1 qlal� 1911 urdep.10 :%A wArial IN it I gm
• BRANCH CIRCUIT5 MAY 13E METAL CLAD CABLE TYPE (MG), PROVIDED:
• CABLE SHALL BE 'HEALTH CARE FACILITY METAL CLAD CABLE' TYPE MCF) ONLY, IN
COMPLIANCE P41TH NEC 511.13 (A)(5).
* LIC7HTINO CIRCUITS ABOVE V-O" ONLY; CABLE MAYBE 'METAL CLAD CABLE' TYPE (MC).
• LI &HTIN& CONTROL SWITCHES, CA13LE SHALL BE 'HEALTH CARE FACILITY METAL CLAD CABLE'
TYPE (HCF) ONLY, IN COMPLIANCE WITH NEC 511.15 (A)(5).
• WHERE PANEL 15 FLUSH MOUNTED
THE CABLE SHALL RUN IN HALL CAVITY.
M2A
WHERE PANEL 15 SURFACE MOUNTED:
CONTRACTOR SHALL PROVIDE METAL5TUD5 WITH DRY1,4ALL TO CREATE A CAVITY TO RUN THE
MO CABLE WITHIN.
• MC CABLE MAY 13E USED FOR 20 AMP CIRCUITS IN WALLS OR ABOVE ACICE551BLE CEILIN675.
• MC, CA13LE HIRE OAL6E-55HALL BE AS SHOWN ON PANEL SCHEDULE.
• MC CABLE SHALL ONLY BE USED WHERE ALLOWED BY N.E.C. SECTION 530.10, WHERE APPROVED
BY THE BUILDINO OFFICIAL, AND ACCEPTED BY THE OWNER.
• MO CABLE5HALL BE INSTALLED PER N.E.G. 550.
• ALL GABLE RUNS SHALL BE CONCEALED FROM VIEW AND ROUTED PARALLEL AND
PERPENDICULAR TO BUILDINO LINE-5.
• MG GA13LE MAY NOT BE USED IN OPEN STRUCTURE AREA, EXPOSED, OR OTHERH15E VISIBLE TO
C,U5TOMER5.
N43A
DEMOLITION NOTES
1. ELECTRICAL PLANS DO NOT INCLUDE A DEMOLITION PLAN FOR THE
E RENOVATED AREAS. THE RENOVATED AREAS, INCLUDIN& WALLS,
OEILIN6�6, ETC., TO BE REMOVED, ARE SHOWN ON THE ARCHITECTURAL
N PLANi MAJOI;z MECHANICAL EGUIPMENT TO BE REMOVED 15 SHOWN ON
THE MECHANICAL PLANS. CONTRACTOR SHALL REVIEW THESE PLANS
E AND COORDINATE WITH THE &ENERAL CONTRACTOR ON 51TE TO THE
DETERMINE THE EXTENT OF THE DEMOLITION WORK AND PROJECT
f;Z PHA5IN& REMIRED AND PROVIDE AC.GORPINOLY. ALL ELECTRICAL
DEMOLITION WORK SHOWN OR IMPLIED IN THE El ECTRICAL, MECHANICAL,
A PLUt-15IN6, AND ARCHITECTURAL PLAN55HALL BE PART OF THE
Ell ECTRICAL CONTRACTORS WORK.
L 2. ELECTRJOAL DEMOLITION WORK SHALL INCLUDE, BUT NOT BE LIMITED TO,
REMOVIN& LI 6MTIN & FIXTURES, RECEPTACLES, HIRE, 0ONDUIT, ETC., AS
RE69JIRED FOR THE INSTALLATION OF NEW EMIPMENT AND REMODELIN&
OF THE EX15TIN&FACILITY AS INDICATED ON THE PLANS.
3. CONTRACTOR SHALL REMOVE ALL F-XP05ED HIRE, CONDUIT, HANC-A=-R5,
CLAMPS� ETC.
4. EXISTIN& HIRE AND CONDUIT!5 C.,ONCEALED ABOVE CEILIN6 OR IN WALLS
AND NOT 5EIN&REU5ED SHALL BE REMOVED. EX15TINO GONDUIT5,
MERE APPLICABLE, MAY 13E REUSED.
5. ALL LI&HTIN& FIXTURE5 5EIN6 RELOCATED OR SHOWN ON PLANS
DENOTED P41TH (EX) SHALL BE CLEANED, RE-LAMPED, AND REPAIRED TO
PROPER HORKIN& CONDITION IF REGUIRED.
(b. CONTRACTOR SHALL V151T THE JOB SITE AND BE THOROUCSHLY FAMILIAR
WITH EX15TINC7 CONDITIONS, UNDER WHICH THE P40RK MUST BE PERFORMED.
-7. ALL LIC7HTIN6 FIXTURES AND LAMF5 BEIN& REMOVED SHALL BE
DISPOSED OF IN AN ENVIRONMENTALLY SAFE MANNER. GOOfRDINATE
D15PO51TION OF ALL FIXTURES WITH OWNER PRIOR TO REMOVAL.
ALL POWER D15RUPTION5 OR OUTA5E5 REWIRED FOR THE BUILDINC-7
5ERVICE-5 SHALL BE C-OORVINATEI? WITH THE 6ENERAL CONTRACTOR,
5UILVIN& MANA67EMENT, AND CURRENT TENANTS 4eo HOURS PRIOR TO THE
D15RUPTION OR OUTAC7E.
THESE NOTES APPLY TO ALL ELECTRICAL SHEETS.
N15A
01
NOTES
011
1. IT 15 THE CONTRACTORS RE5PONSIBILITY TO REVIEN ALL DRAHINC-5
0
AND SPECIFICATIONS, INCLUDIN& BUT NOT LIMITED TO ARCHITECTURAL,
STRUCTURAL, MECHANICAL, PLUM51N6, AND ELECTRICAL PRIOR TO
N
5U5MITTIN0 A BID.
T
2. REPORT ANY V150REPANCIE5 TO ARCHITECT OR EW-71NEER PRM TO
BID.
3. BIDDERS ARE TO V151T THE 51TE AND FAMILIARIZE THEM5ELVE5 WITH
EX15TIN6 CONDITIONS AND 5AT15FY THEMSELVES AS TO THE NATURE
A
AND SCOPE OF THE How.
4. IT 15 THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL EX15TIN6 51TE
T
CONDITIONS INCLUDINC? BUT NOT LIMITED TO, SERVICE LOCATION,
SERVICE LAYOUTS, AND TELEPHONE LOGATION., ETC,.
5. THE SUBMISSION OF A aic> HILL BE r=viDENCr= THAT SUCH AN
EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EOUIPMENT,
OR MATERIALS REQUIRED, OR FOR ANY DIFFICULTIES ENCOUNTERED
MICH COULD HAVE BEEN FORESEEN HAP AN EXAMINATION BEEN MADE,
HILL NOT BE ALLOWED.
6. IT 15 THE RE-5PON515ILITY OF THE GONTRACTOR TO NOTIFY THE
ARCHITECT OF ANY D15CREPANCIE5 ENCOUNTERED ON THE PLAN5 OR IN
EX15TIN6751TE CONDITIONS PRIOR TO SOBMI55ION OF BID.
1. COORDINATE WITH OTHER TRADES FOR ITEMS IN THEIR SCOPE OF V40RK
WHICH WOULD REGUIRE ELECMGAL HORK (DISCONNECTION,
RE00NNECTION, ETC) AND ARE NOT INDICATED ON ELECTRICAL
DRAHINC-55.
THESE NOTES APPLY TO ALL ELECTRICAL SHEETS.
W. �. I I
TRANSFORMER
LOCATION - FIELD
VERIFY PRIOR TO 51D
NEW SERVICE
LOCATION
I 5HEETINDEX i
El ELECTRICAL NOTES AND LEC-END
E2 LJOHTINO PLAN
E5 LI&HT FIXTURE SCHEMLE AND DETAILS
E4 POWER PLAN
E5 ELECTRICAL DETAILS,
E6 POWER R15ER DIA&RAM
E77 PANELBOARD 5CHEMLE5
E& ELECTRICAL5PECIFICATION5
R35
NcIRTH ELEGTRIGAL
SITE MAP
NO 50ALE
CHEHAYEB & ASSOCIATES, INC.
CONSULTING PROFESSIONAL ENGINEERS
3702 AZEELE ST. (8f3) 876-14f5
TAMPA, FL 33609 wurmchehayeb.com
LIC. #49521 SOUHEIL S. CHEHAYEB CERT. #7340
21-117
issue Date
09-03-21
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ELECTRICAL
NOTES AND
LEGEND
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CO No. 495
40-
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STERILIZATION QF�FAK 2
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FAMILY FAMILY
Ex6ti �� EXAM 2 CORR K
FAMILY
EX A-M I
PROVIDERS ADA PEDIATRIC
TOILET 3 EXAM -1
EX15T
EXIa I UTILI
F-2-21-1--i 12:20
PEDIATRIC PADIATI;PIC Issue Date
L&A� f2 EXAM 5.
r-= I= 09-03-21
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1-TA&IN
I lu-t I I a.-> cl �-
OGGUPANGY/VAGANGY 5EN50R DEVIGE LFOEND
ITEM
MANUFACTURER
CATALO& NO.
DESCRIPTION
LINE VOLTA6E - HALL VACANCY SEN50R HiTH ON AND OFF CONTROL
LINE VOLTACSE (120-2-M) HALL MOUNTED
5EN50R
ks6XPDT-5A
VACANCY 5EN50R HITH IbO DE6REE5
'Ll
S
5HITCH
(DUAL TEGHNOLOC-7Y)
DETECTION, ADJUSTABLE CSHTS OFF
TIMER AND OVERRIDE 5HITCH.
SET AS MANUAL ON - AUTO OFF.
LINE VOLTA65 - CEILINO MOUNTED OCCUPANCY 5EN50P,
LINE VOLTA6,E (120-2-n) CEILINO MOUNTED
5EN50R
5HITCH
GMR-PDT--q
(DUAL TECHNOLO&Y)
OCCUPANCY 5EN50R HlTH 360 DEC7REE5 OF
DETECTION AND Ar,>JUSTABLE "LIC71-IT5 OFF" TIMER.
LINE VOLTA6E - DIMMER / VACANCY 5EN50F, 6ONTROL
HALL MOUNTED LINE VOLTA67E DIMMER/
- OM
5EN50R
H5X-PDT-r,>-SA
VACANCY SENSOR HITH 1&0 DECvREE5
S
5HITCH
(DUAL-TECHNOLOC7Y)
DETECTION, ADJUSTABLE "I-161-ITS OFF TIMER"
AND OVERRIDE 5HITCH, SET AS MANUAL ON AND
I
I
AUTO OFF.
0-10 VOLT HALL CONTROL - DIMMER 5HALL BE OOMPATIBLE H" LIC-+fT FIXTURES PROP05ED
0-10V
GOORDINATE- HITH
HALL MOUNTED O-IOV DIMMER. PROVIDE
S 0
DIMMER
FIXTURE
0-10V HIRINO TO ASSOCIATED FIXTURE-5
MANUFACTURER
AS REQUIRED.
NPODM-DX-GBA
S�L
(AT EACH 5HITCH
HALL 5HITCH ON/OFF + RAISE LOkF--R
LOCATION).
pp
NPP16-1?-5A
POl^IER PACK HITH 0-10V DIMMINO - VACANCY
SENSOR
5HITCH
(ONE PER LOAD)
MOVE
NCMPVT-1-RJ45
nm
(AS REQUIRED
LOH VOLTA&E OCCUPANCY SENSOR
FOR COVERAC5E)
1. PROVIDE ALL MOUNTINO ACCE-55ORIE5 AS REQUIRED. SET TIME DELAY TO OFF AT
30 MINUTES, UNLESS NOTED OTHERHISE.
2. DEVICE AND COVER PLATE-55HALL BE HHITE-
-3 � NOT ALL DEVICES MAY BE USED. REFER TO PLANS FOR APPLICABLE ITEMS.
4. ALL HIRIN6 FOR OCCUPANCY/VACANCY SEN50R55HALL BE PER MANUFACTURER
INSTALLATION SHEET PROVIDED P41TH PRODUCT.
5. PROVIDE DIMMINO CONTROL HIRINO AS REQUIRED. DIMMIN5 CONTROL HIRIN6 ARE
NOT 5HOHN ON THE PLANS FOR DRA"IN67 CLARITY. CONTRACTOR SHALL VERIFY
TYPE OF DIMMIN& CONTROL HIRIN& BEINO CLASS I OR CLA55 2 AND PROVIDE
AGGORVIN61-Y.
L��/-\
C'l � I I - I I I M-j 1--ul I f I 'e- I..a I I -
2020 FLORIDA BUILDING CODE, ENERGY CONSERVATION (7TH EDITION)
SECTION C405.5 ELECTRIC POWER
G405.53 VOLTA67E DROP
THE CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS COMBINED SHALL BE
SIZED FOP, A MAXIMUM OF 5% VOLTA&E DROP TOTAL.
0405.5.4.1 DRANINC-7-5
CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT HITHIN 30 DAYS AFTER THE
DATE OF SYSTEM ACCEPTANCE, RECORD DRAHIN&S OF THE ACTUAL
IN5TALLATION!5HALL BE PROVIDED TO THE BUILDINO OHNER, IW-,LUDIN&-
1. A51N&LE-LINE DIACGRAM OF THE BUILDIN& ELECTRICAL DISTRIBUTION
SYSTEM AND
2. FLOOR PLANS INDICATINC7 LOCATION AND AREA SERVED FOR ALL
DISTRIBUTION.
--- ------- ----- -
C405.5.4.2 MAW- AI-5
CON5TRUr-,TION DOCUMENTS SHALL REQUIRE THAT AN OPERATINO MANUAL
AND MAINTENANCE MANUAL BE PROVIDED TO THE BUILVIN& OHNER. THE
MANUAL5 SHALL INCLUDE, AT A MINIMUM, THE FOLLONINC-7:
1. SUBMITTAL DATA 5TATINC-7 EQUIPMENT RATINO AND SELECTED OPTIONS
FOR EACH PIECE OF EQUIPMENT REGUIRINC? MAINTENANCE.
2. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF
EQUIPMENT REQUIRIN& MAINTENANCE. REQUIRED ROUTINE MAINTENANCE
ACTIONS SHALL BE CLEARLY IDENTIFIED.
3. NAME-5 AND ADDRESSES OF AT LEA!5T ONE QUALIFIED SERVICE ArvENCY.
SECTION C408 SYSTEM COMMISSIONING
. . ................. ...... . ... ......... . ...... ............ . ........... .
UNC�JION& lfaftCz-
1. PRIOR TO PA551NO FINAL IN5PECTION, THE RE615TERED DE51 ON
PROFESSIONAL SHALL PROVIDE EV10ENCE THAT THE I -I &I-ITINO CONTROL
SYSTEMS HAVE 13EEN TESTED TO ENSURE THAT CONTROL HARDHARE AND
5OF-11-4ARE ARE CALIBRATED, ADJUSTED, PROORAMMED AND IN PROPER
HORKIN& CONDITION IN ACCORDANCE V41TH THE CONSTRUCTION
006,UMENTS AND MANUFACTURER'S INSTRUCTIONS. FUNCTIONAL TE5TIN&
SHALL BE IN ACCORDANCE HITH SECTIONS 0409>311 THROU6?H 0405.3.1,3
FOR THE APPLICABLE CONTROL TYPE.
640&.3.2 2QCeQMENTATION KMInMENT!5;
1. THE CON5TRI)CTION DOCUMENTS SHALL SPECIFY THAT DOCUMENTS
OF50RIBED IN TH15 SECTION BE PROVIDED TO THE BUILDINC-7 OHNER5 i
AUTHORIZED AC -ENT HITHIN cIO DAYS FROM THE DATE OF RECEIPT OF
THE CERTIFICATE OF OCCUPANCY.
N40A
r
NOTES
E
(D
JUNCTION BOX HITH 120V 5P5T MAINTENANCE5HITCH FOR, BUILDIN&
516N. COORDINATE EXACT LOCATION PRIOR TO ROU&H-IN.
Y
LI&HTINO CONTROL PANEL (LCP). REFER TO DETAILS ON 5HEET E3.
LCP OVERRIDE 5HITCH. REFER TO DETAILS ON SHEET E3.
OCCUPANCYNACANCY SENSOR. REFER TO5EN5OR LECEND ON TH15
SHEET.
VACANCY5EN50R HITH DIMMIN67. REFER TO 5EN50R LE&END ON TH15
SHEET.
0-10V LED DIMMER. REFER TO 5EN50R LE615ND ON TH15 SHEET.
CIRCUIT CONTROLLED VIA LCP. REFER TO CONTROL 50HEDULF ON
SHEET E5.
LON VOLTAC-7E, CEILIN6 SENOR COMPONENT. REFER TO SENSOR
LE6;,ENV ON THIS SHEET.
Pf;zo\/iDE PoHER AND CONNECTION TO OHNER SELECTED
5UP,61CAL/EXAM LI(5HT. VERIFY IN5TALLATION REQUIREMENTS V41TH
MANUFACTURER PRIOR TO ROLh:F7H-IN.
01
NOTES
&
1. REFER TO ARCHITECTURAL REFLECTED CEILIN& PLAN AND
E
INTERIOR ELEVATIONS FOR C4)ORDINATION OF ALL LIC-71-ITINC-7
FIXTURE LOCATIONS.
N
2. &ROUND roNDtk,-ToR5HALL EW-- INSTALLED IN Ewif;zE
E
RACEHAY 5Y5TEM INGLUDIN& HALL 5HITCHE5 AND FLEXIBLE
CONDUIT TO LIC-MT FIXTURES.
3. LI 6MTltr0 5NITCHES SHALL BE OROUPED HiTH ONE PLATE AND
A
LOCATED APPROXIMATELY 2 INCHES FROM DOOR FRAME
(5TRIKE SIDE) UNLE55 OTHERH15E NOTED.
L
4. CONDUIT AND HIRE 5YSTEM5 FOP, ALL PATIENT CARE AREAS,
EXAM ROOMS, TREATMENT AREAS, ETC., SHALL COMPLY HITH
REQUIREMENTS FOR REDUNDANT (57ROUNDINO PER MC METAL
CLAD CABLE NOTES ON SHEET EI.O�
5. ALL EMER&ENC-'r BATTERIES, EXIT LI&HT5, AND NI 6yHT LIC7HT5
SHALL BE HIRED AHEAD OF LOCAL CONTROLS AND RELAY
PANEL CONTROL RELAYS.
LIOHTINO PLAN,
50ALE: 3/16" = 1'-0"
NORTH NQ�ll
REFER TO SHEET E5 FOR LIC-71-ITINC-7 FIXTURE
SCHEDULE.
NEH AND EX15TINC9 CONDUIT AND HIRE
SYSTEMS FOR ALL PATIENT CARE
AJREA5 SHALL COMPLY HITH
REQUIREMENTS FOR REDUNDANT
C-4RDUNr,>INr9 PER
N.E.C. ARTICLE 511.13 (A)(5). FIELD
VERIFY ALL EXISTIN& CIRCUITS TO
REMAIN AND RECIRCUIT IF REQUIRED.
W�A
2020 FLORIDA ENERGY CODE
C405.2.3 DAYUGKr-RESPONSIVE CONTROLS
COMPUANCE STATEMENT
101
NOT REQUIRED PER C405.2.3(l)
105
NOT REQUIRED PER C405.2.3 (EXCEPTION 1)
116
NOT REQUIRED PER C405.2.3(l)
201
NOT REQUIRED PER C4052K(1-)
210
NOT REQUIRED PER C405.2.3 (EXCEPTION 1)
212
NOT REQUIRED PER C405.2.3 (EXCEPTION 1)
213
NOT REQUIRED PER C405.2.3 (EXCEPTION 1)
214
NOT REQUIRED PER C405.2.3 (EXCEPTION 1)
215
NOT REQUIRED PER C405.2.3 (EXCEPTION 1)
217
NOT REQUIRED PER C405.2.3 (EXCEPTION 1)
218
NOT REQUIRED PER C405.2.3 (EXCEPTION 1)
220
NOT REQUIRED PER C405.2.3(l)
223
NOT REQUIRED PER C405.2.3 (EXCEPTION 1)
228
NOT REQUIRED PER C405,2.3(l)
229
NOT REQUIRED PER C405.2.3(l)
234
NOT REQUIRED PER C405.2.3 (EXCEPTION 1)
235
NOT REQUIRED PER C405.2.3 (EXCEPTION 1)
236
NOT REQUIRED PER C405.23 (EXCEPTION 1)
238
NOT REQUIRED PER C405.2.3(l)
246
NOT REQUIRED PER C405.2.3 (EXCEPTION 1)
250
NOT REQUIRED PER C405.2.3 (EXCEPTION 1
2Y;
N REQUIRED PER C405.2.3(l)
CHEHAYEB & ASSOCIATES, INC.
CONSULTING PROFESSIONAL ENGINEERS
3702 AZEELE ST. (813) 876-14f5
TAMPA, FL 33609 www.ch--hayeb.com
LIC� #49521 SOUHEIL S. CHEHAYEB CERT. #7340
21-117
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CATAA-06 NO.
DESCRIPTION
VOLT
I
t-AMI'15
MOMTIN&
KATTS
I
A
LITHONIA
OPANL-2XA-
2x4 LED FLAT PANEL
120
(5000 LUMEN LED
LAY -IN
55
AL065HW7M2
4000K
H—
AE
LITHONIA
CPANL-2x4-
Ai_0bSNWM2-
2x4 LED FLAT PANEL
120
6000 LUME�- LED
LAY -IN
55
T
lLf3LPCPIOHE-5DA
NITH BATTERY
4000K
I
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5
LITHONIA
CPANL-2x4-
AL065k4-l7M2-
2x4 LED FLAT PANEL
120
5000 LUMEN LED
4000K
LAY -IN
45
BE
LITHONIA
CPANL-2x4-
ALO&%�WM2-
2)<4 LED FLAT PANEL
120
5000 LUMEN LED
LAY -IN
45
IL5LPCPIOHE5VA
HITH BATTERY
4000K
LITHONIA
CPANL-2x4-
2x4 LED FLAT PANEL
120
4000 LUMEN LED
LAY -IN
56
AL06SHWH2
4000K
CE
LITHONIA
CPANL-2x4-
AL0&SkqN7M2-
2>(4 LED FLAT PANEL
120
4000 LUMEN LED
LAY -IN
36
ILBLP OPIO HE5DA
HITH BATTERY
4000K
FPANL-2x4-3000LM-
2x4 LED FLAT PANEL
5000 LUMEN LED
DE
LITHONIA
50 CRI-55K-MINI-
HIT14 BATT'ERY
120
4000K
LAY -IN
2q
ZTMVOLT_EIONGp
F
LITHONIA
LPN&-55/15-LO&-AR-
6" LED DOHN L16HT
120
1500 LUMEN LED
RECESSED
I&
L55_MV0LT_c7zI
40OCK
a
LITHONIA
ZLIN-L24-25OOLM-F5T-
24" LON6? LED LENSED
120
2500 LUMEN LED
k4ALL ABOVE
Ict
MVOLT-4OK-e0�,R144H
5MP LI&HT
4000K
DOOR
H
LIT`HONIA
GPANL-2x2-
2X2 LED FLAT PANEL
120
3300 LUMEN LED
LAY -IN
31
ALOISP4-tH4
4000K
HE
LITHONIA
OPANL-2x2-
ALOI5W-nM4-
2x2 LED FLAT PANEL
120
5500 LUMEN LED
LAY -IN
31
lL5LP6PlOHE5DA
k4ITH BATTERY
4000K
RH
LITHONIA
ELMRk4LP220LT-(6BA)
THO-HEAD OUTDOOR
120
LED
1,4ALL EGUAL TO
TOP OF DOOR
-
REMOTE EMERC7. LIC7HT
X
LITHONIA
L0M5k-aR-120/2T7-ELN-5D
LED EXIT5I(9N
120
LED
UNIVERSAL
I
kqITH BATTERY
LED EXIT SION k4ITH
UNIVERSAL
XR
LITHONIA
LHOM-LED-R-HORO
BATTERY AND REMOTE
120
LED
4
CAPACITY.
C,5A = COLOR AS SELECTED BY ARCHITECT.
NOTES:
1. PROVIDE NECE-56ARY 1�,IOUNTIN& HARPHARE AND
SHOP VRA"IN(55 SHALL INCLUDE COMPLETE FIXTURE CUT
ACCESSORIES, FIXTURE5. ACCESSORIES, SHALL INCLUDE ALL
SHEETS, INCLUDINCY PHOTOMETRiC5.
HARDNARE TO MOUNT FIXTURES AS SHOM ON SCHEDULES
ANWOR 0155CR15ED IN THE NOTE5.
q. UNLES5 OTHERHISE NOTED, (NQ DENOTES A NI(5HT LIC7HT'
FIXTURE. NIC7HT LIC7HT FIXTURES SHALL BE UW"ITCHEV.
2, ALL FIXTURE 5UE6TITUT*ION5 MUST 5E SUBMITTED FOR
EMER6,ENGY BATTERY SHALL BE TIED TO A CONSTANT HOT
APPROVAL (EG?UAL!5 ONLY).
AHEAD OF LOCAL 5HIT(5HINr5 AND/OR CONTROL PANEL.
5. ALL EMER5EW_,Y, EXIT, AND NIr_HT LIC-HT FIXTURES 544ALL BE
10. BATTERY IN THE FIXTURES SHALL BE UL c124 L15TED AND
(�,ONNECTED AHEAD OF LOCAL 5NITCHE-5, RELAYS, OR
COMPLY HITH NFPA 101 LIFE 5AFETY' CODE SECTION 7.4. THE
CONTACTORS UNLE-55 OTHERA15E NOTED.
5Y5TEM SHALL BE PERIODICALLY TESTED PER NFPA 101
SECTION
4. ALL PRE SUBMITTALS, SHALL 13E ACCOMPANIED NITH
PHOTOMETRIC DATA.
11. PROVIDE ALL REMIRED O-JOV NIRJWv TO 0-10V DIMMABLE
FIXTURE5 AND CONTROLS AS REQUIRED. TH15 040V LOH
5. ALL FIXTURES 514ALL BE SUPPORTED FROM STP44TURE AND
VOLTAC-A=- kqIRIN6 15 NOT SHOHN ON PLANS FOR DRAKIN&
NOT FROM 5U5PENDW CEILIN6 SYSTEM.
CLARITY. 0-10V KRIN& SHALL BE TYPE COMPATIBLE NITH THE
FIXTURE DIMMIN& DRIVER TYPE (CLA-% I OR 2). CONTRACTOR
ro. EOUAL ACCEPTED MANUFACTURERS ARE: DAY-13RITE, COOPER,
514ALL COORDINATE NITH MANUFACTURER FOR 6A5LE TYPE,
COLUMBIA.
SIZE, AND INSTALLATION REQUIREMENT AND COMPLY
ACCORDINC-LY. ALL HIRINry SHALL BE IN COMPLIANCE KTH
T CATALO& NUMBER ON FIXTURE SCHEDULE MAY NOT REFERENCE
N.E.C. ARTICLE125.
EVERY HARDKAiRE COMPONENT REQUIRED TO MOUNT FIXTURE
AS INTENDED, VMfFY WITH MANUFACTURER FOR PROPER
MOUNTINry HARPKARE AND ANY ADDITIONAL COMPONENT5
REWIRED TO MOUNT FIXTURE AS INTENDED OR SHOHN.
54A
'LGP—A'V4IRIN6 DETAIL
L
el
I
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&
I
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T
LIC-7HTINO
CONTROL
PANEL A
'LcP-Al
N
00
6
A -5:2 r
G
LIC2:HTINC7 CONTROL E6NEL - DETAIL
NO SCALE (BLUE BOX)
0
(D
LI&HTIN& CONTROL PANEL EGUAL TO BLUE E30X
N
#OR141&-LT-ENO-FM-NEI/6RI416-LT-INT-16NOL-Fr=MOTE-DV.
T
120V,.20 AMP CIRCUIT BREAKER NITH LOOK -ON HANDLE FROM
DE-516NATED PANEL.
5UR<5E 5U�E550R, EOUAL TO SOR&E 5UPPRE55ION INC, CAT. NO.
0
5-5FT-120. (12OV, 20AMP, SERIES UNIT).
L
cAT-5F CABLE To MASTER PAWJ- 'LrP-'3'.
CAT-515 CABLE AS REGZUIRED IN 3/4" CONDUIT.
P
BRICMTON5NITCH, BR240OLOR TO MATCH OTHER DEVICE5 USED IN5AME
A
SPACE), (2) BUTTON PR06RAMMED AS -2-HR OVERRIDE ON' AND Tf-E
'ALL
SECOND BUTTON AS OFF'. LOCATION PER PLANS.
N
SEE RELAY SCHEDULE TH15 SHEET AND PAWL SCHEDULE ON SHEET E7.
E
L
'LGP—A'LOA0
PANEL 5GHEDULE
RELAY
FUNCTION
CONTROL
METHOD
120V
CONTROL
ON
OFF
#
CIRCUIT
5NITCH
RI
L I 644T IN 67
TIMECLOOK
TIMEOLOCK
0-3
A
R2
TENANT SION
PHOTOCELL
TIMEOLOOK
G-71
R3
L I &HT IN&
TIMEOLOCK
TIMEOLOCK
15�6
A
R4
TENANT 5I&N
PHOTOCELL
TIMECLOCK
5-2
R5
LI&HTIN&
TIMECLOOK
TIMECLOCK
A-53
A
Rrb
LI&HTIN67
TIMECLOCK
TIMECLOCK
A-35
A
Rl
TENANT 51 ON
PHOTOCELL
TIMECLOGK
A-44
RID
SPARE
Rcl
SPARE
RIO
SPARE
f;zII
SPARE
R12
SPARE
R13
SPARE
-
R14
SPARE
-
R15
SPARE
-
Rib
SPARE
-
C&W-96L NOTES:
1. LI&HTIN6 CONTROL PANEL 5HALL BE IN COMPLIANCE P41TH FLORIDA
BUILDIN67 CODE 2020 ITH EDITION.
2. OVERRIDE 5V41TCH SHALL ONLY CONTROL TIMEOLOOK ON/OFF
OPERATED CIROUIT5.
L245
'LGP—f3'V4IRIN& DETAIL
L
Q�_
FV_G
I
6
H
T
Llr5HTIN&
CONTROL
PANEL
N
(DO
0
P-1 V r
LIQh4TINQ7 CONTROL PANEL - MAIL
NO 50ALE (BLUE BOX)
0
LIC7HTIN& CONTROL PANEL EGUAL TO BLUF E30X
N
#6RI405-LT-F-NC,!5M-NEI/-CR140&-LT-INT-4NOL-DTG-L>'V.
T
12OV, 20 AMP CIRCUIT BREAKER 114IT14 LOOK -ON HANDLE FROM
DE51(5NATED PANEL.
WF;Uv-E SUPPRESSOR, EGUAL TO 5UR67E 5OPPRE55ION INC. CAT. No.
0
5-5PT-120.020V, 2OAMP,5ERIE5 UNIT).
L
DirvITAL OUTDOOR. PHOTOCELL, PCELL-21^1055, MOUNTED ON THE ROOF
FACINC7 NORTH.
GAT-5E CABLE AS REWIRED IN 3/4" CONDUIT.
p
A
BRI &HTON 5114ITCH, BR246OLOR TO MATCH OTHER DEVICES USED IN SAME
SPACE), (2) BUTTON PRO&RAMMED A5 -2-HR OVERRIDE ON' AND THE
N
SECOND BUTTON A5 'ALL OFF'. LOCATION PER PLAN6.
E
SEE RELAY 50HEOULE TH15 SHEET AND PANEL SCHEDULE ON SHEET E"l.
L
3 #15 IN 3/4" CONDUIT.
CAT-5E CABLE TO REMOTE PANEL tCP-A'.
PANEL 'LGP—f3' LOAD 5GHEPULE
RELAY
F`UNCTION
CONTROL
METHOD
120V
CONTROL
ON
OFF
#
CIRCUIT
5HITCH
RI
LIC7HTINC:7
TIMECLOCK
TIMECLOGK
D-3
a
R2
TENANT 516N
PHOTOCELL
TIMEOLOCK
D-5
R3
SPARE
R4
SPARE
R5
SPACE ONLY
Rlb
SPACE ONLY
R-t
SPACE ONLY
R413
SPAGE ONLY
C7F_f,r-_RAI hQJC�2-
1. LI6,HTIN& CONTROL PANEL SHALL BE IN COMPLIANCE V41TH FLORIDA
BUILDIN6 CODE 2020 ITH EDITION.
2. OVERRIDE 5NITCH5HALL ONLY CONTROL TIMEGLOCK ON/OFF
OPERATED CIRCUITS.
L245
CHEHAYED & ASSOCIATES, INC.
CONSULTING PROFESSIONAL ENGINEERS
3702 AZEELE ST. (813) 876-1415
TAMPA, FL 33609 wuu.chehayeb.com
LIC. #49521 SOUHEIL S. CHEHAYEB CERT. #7340
21-117
Issue Date
09-03-21
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15
Q \71-':
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411
QEEF,6T-QR'r 4
15 Ki � 115,---,
15
It
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-7
GORR B
-�&j
(TY`P-)
PANO�
- � z bib U)(EX) \\21 rnpp EX15T I t \--/� lur CORRIDOR a
2 FAMILY / 5 OFFICE 2 GORRI OR j AI-2,4 A-2-7 Al-15 F AHU-2 -1
ie EXAM (EX) (EX� L — —
C-25 Q -J(EX) Al-je,2o 4
(EX) j
V H
AHU-4 (NO �3 MED
PROVIDE Al -lb (F- X) (Ex)
5UPPLY &FL (Ex)
EXIST
D-2,4 (EX) TOILET (EX) (EX) EX15T ADMIN (E><) A --ADA
(EX) TOILET 2
CORR p CORR L OF I (EX) (EX) < (EX) OFFICE
iC�� (EX) (EX) [> (EX) (EX) :0 (FX� OR PEDI
4
L
NURSES
(EX) EXIST
J� OFFICE STATIC)
(EX) OFFICE I
OF 1 (r=xj (Ex) MANA5ER 'LAB
/12061 &Ft
(EX) 6, F I
4 FAMILY EXIST (Ex) 6A 12
> 4
R/',
3 EXAM 5 TOILET 5 EX15T. a�o* (EX) 4
(Ex) FAMILY lEX) Al- BLOOD 24 NEL^�RN5
NURSES
COMMUNITY iQ (EX) (EX) �E-X) (EX)
SERVICE (Ex) 5TATION FAMILY (EX) (EX) Al-14 Al-22 -Q 10 NH
-------- jQ(EX) EXAMA VITALS REGEPT/ 2
E-2 —52- � — :c F- 1-101221
ADMIN (Ex)
1-7> (EX)(��l ---\ — , --, - -�
C I lb
SCALE (EX)
(Ex) (EX) -"(EX)
(EX) (F4 (EX) (fl)
(EX) (EX) (EX) (r=XJ (EX) (Ex) (Eyl) OEX) (E>O CORRIDOR E
FAMILY
A-4
�Ex) EXAM fn 7f
AI-1,3
C,(ORRIDOR N
CORR A
5 Y, '7
21 ENTRY
LOBBY
ADA FATIERIEj
OF1
"7
PRIVATE
OPERATORYI
I Ll I JEJJ
OUTLET DQXF-5 IN FIRE RATED HALLS
A UL CLA551FIEr,> HALL OPENINO PROTECTIVE MATERIAL
(COMMONLY KNOHN AS "PUTTY PADS" OR "INSERT PADS")
SHALL BE USED IN THE FOLLOHINO rA5E!5:
NHERE BOXES ARE INSTALLED IN FIRE RATED HALLS
• HHERE THE OPENIN05 IN T44E HALL BOARD FACE ARE
OUT 50 THAT THE P15TANCE BETHEEN THE BOX AND
THE HALL BOARD EXCEED 11V'
• THE HORIZONTAL SEPARATION OF BACK TO 13ACK
OUTLETS 15 LF55 THAN 24 INCHES
• THE INDIVIDUAI OUTLET (OR 5NITCH) BOXES EXCEED
AN AREA OF 16 SQUARE INCHES
THE ENTIRE 5MFACE AREA OF THE 13OX EXCEEDS 100
50UARE INCHES IN EVERY 100 5GUARE FEET OF HALL
SURFACE.
NOTES
E 1. VERIFY/rOORDINATE THE EXACT LOCATION
OF OUTLETS LOCATED IN OR AE30VE BASE
CABINETS. REFER TO SECTIONS/DETAILS ON
N ARcHITETLRAL DRAHIN&S.
E 2. C-ROUND C.�ONDUGTOR SHALL BE INSTALLED
f;Z IN ENTIRE RACEHAY SYSTEM.
A 5. ALL TELEPHONE/VATA/VOIGEJACK5 AID
CABLINO TO BE- PROVIDED AND INSTALLED
L BY TENANT'5 VENDOR.
DENTAL
HAITI
5PEC,IAL RECEPTACLE NOTE:
ALL RECEPTACLE GOVERPLATE5 SHALL
HAVE THE DEVICE'5 CIRCUIT (PANEL AND
CIRCUIT NUMBER) AFFIXED ACRO55 THE
TOP OF THE PLATE HITH 5116" HEIC-HT
BLACK TEXT ON CLEAR 5ELF-ADHE51VE
TAPE.
NEH AND EX15TIN& CONDUIT AND HIRE
SYSTEMS FOR ALL PATIENT CARE
AREA55HALL COMPLY HITH
REGUIREMENT5 FOR REDUNDANT
&ROUNDINC-7 PEP,
N.E.C. ARTICLE 51-1.15 (A)(13). FIELD
VERIFY AJ-L EX15TINe CIRCUITS TO
REMAIN AND RECIR>CUIT IF REWRED.
N48,A
. .. . . . ........... . ......
SPECIAL RECEPTACLE NOTE;
ALL RECEPTACLE COVERPLATES SHALL HAVE THE
DEVIGE'5 CIRCUIT (PANEL AND CIRCUIT NUMBER)
AFFIXED AGRO55 THE TOP OF THE PLATE V41TH 3/16"
HE[ 67HT BLA GK TEXT ON CLEAR 5ELF-ADHE51VE TAPE.
FM]
r 5H PE—
c� -- 1 0 EXAM 4
A1-5,77
Flo, -
PEDIATRIC,
E2�AM �3
EX15TINC7 3
EX15T
K105 5TOR
PLAY AREA
TOILET I
(Ex) E-: (Fz� EX15TIN& PEDIATRIC �PEDIATRIC
VITAL�2 EXAM I EXAM 2
EX15TIN6 I C, \fF=,
PEDIATRIC (EX)
(EX) HAITI c-;-fj I
A IC
OF
(EX) Fj
OF1
f=l
(Ex) (EX) 61FI
qr
1�
im
r, NOTES
REGEPTAGLE, COAX, AND DATA OUTLETS, FOR TV AT 12" AFF. VERIFY
ALL HIRIN& DEVICES AND CIRWTRY TO REMAIN. MAINTAIN CIRCUIT
E
EXACT LOCATION HITH OHNER PRIOR TO ROU&H-IN.
CONTINUITY THROU67HOUT DEMOLITION AND NEH CONSTRUCTION.
y
Q COPPER OROUND BAR:
FIELD VERIFY EX15TIN6 DEVICE LOCATION5 ARE NOT IN CONFLICT HITH NEA
4"H x 1/2" THICK x 12" LON& HITH A MINIMUM OF,5 HOLES FOR CONDUCTORS
MILLAORK AND SINK, AND MODIFY IF REGUIRED.
UP TO 1/05TRANDED. &ROUND BAR SHALL BE MOUNTED ON STANDOFFS AT
15" A.F.F. 6,ROUND BAR SHALL BE FURN15HED, INSTALLED, AND HIRED BY
RECONNECT TO EX15TIN6 CIRCUIT 5ERVINC7 TH15 ROOM/AREA. FIELD VERIFY
ELECTRICAL CONTRACTOR. ROUTE 1/0 STRANDED CONDUCTOR IN 1-1/4"
CIRCUIT FROM PANEL INDICATED.
CONDUIT TO SERVICE OROUND.
CONNECT TO EXISTIN6 CiRGUIT INDICATED HITH MATCHINO CONDUIT AND
PROVIDE POHER AND CONNECTION FOR NEH RECIRC. PUMP AT EX15TINO
P41RE 51ZE5.
HATER LOCATED ABOVE CEILIN6. FIELD VERIF'rEXAOT LOCATION.
2000NDUIT HITH PULL HIRE FOR DENTAL CABLIN67. COORDINATE HITH
REGEPTAGLE CIRCUITS SHALL BE PROTEGTEP BY NEH C-+I--rYPE GIRGUIT
DENTAL EWIPMENT SUPPLIER PRIOR TO ROU(5H-IN.
BREAKERS.
EX15TINC-7 TELE/DATA 5ER\/I6E PROVIDER/TENANT5ERVIGE EQUIPMENT TO
REFER TO HIRIN& DETAII-5 ON SHEET E5.
REMAIN.
RECEPTACLE MOUNTED BELOH COOLER HOU51NO. COORDINATE HITH
EX15TINO 5ERVIGE EGIUIPMENT TO BE MODIFIED. SEE R15ER DIA67RAM FOR
PLUMBINO CONTRACTOR PRIOR TO ROU&H-IN.
DETAILS.
EX15TIN6 TELEPHONE BOARD IN TH15 ROOM TO REMAIN. ROUTE THO 2-1/2"
CONDUITS HITH PULL HIRES TO EX15TINO ELEGTP-16 ROOM Ilb.
PROVIDE POHER AND C-ONNECTION TO DENTAL EGUIPMENT GON50LE PER
EGUIPMENT SUPPLIER'S INSTRUCTION. COORDINATE HITH SUPPLIER/ INSTALLER
PRIOR TO ROU&H-IN. ROUTE HOMERUN IN PLUME31NO TRENCH, UP HALL, AND
THROU67H GEILIN& SPACE TO PANEL.
PROVIDE CONDUIT 5TUB-UP HITH FLEX HHIP AND OUADRAPLEX RECEPTACLE
(HITH BOX AND COVER) TO BE LOCATED IN UTIL17Y AREA AT FOOT OF
DENTAL CHAIR. COORDINATE EXACT LOCATIONS AND REQUIREMENTS HITH
CHAIR SUPPLIER/ INSTALLER PRIOR TO ROUOH-IN.
5HUNT-TRIP BUTTON HITH PROTECTIVE COVER MOUNTED AT (50" A.F.F. PU5H
BUTTON5HALL 13E MAINTAINED CONTAGT, PUSH TO TRIP, PULL TO RESET.
PROVIDE PERMANENT LABEL "DENTAL SYSTEMS EMER&ENCY OFF" REFER TO
PANEL '01'FORSHUNT-TRIP BREAKER5 TO 13E ACTIVATED BY TH15 PU5H
BUTTON.
BUILDINO MAIN 5ERVICE EGVIPMENT. REFER TO POHER R15ER DIA6,RAM.
LONVOLTAC-7E JUNCTION BOX HITH I" CONDUIT TO AE30VE C-,EILIN5. REFER TO
DENTAL EOUIPMENT VENDOR'5 PLAN5 FOR ADDITIONAL INFORMATION.
X-RAY OPERATOR STATION. REFER TO DENTAL EGUIPMENT VENDOR'5 PLANS
FOR ALL INSTALLATION REGgJIREMENT5.
50 AMP, 24OV, 2-POLE, NEMA 1, DI5CONNECT 5NITCH FUSED AT 20 AMP5
HITH RK-5 FUSES, INSTALL GLA55'R'REJEGTION CLli=�5. MAKE FINAL
GONNEGTION TO VACUIJM PUMP.
30 AMP, 24OV, 2-POLE, NEMA 1, DISCONNECT 5HITGH FUSED AT 30 AMPS
HITH RK-5 FUSES, INSTALL GLAS5'R'REJEGTION CLIPS. MAKE FINAL
CONNECTION TO AIR GOMPRE550R.
COORDINATE MOUNTIN6 HEI&HT5 AND LOCATIONS OF ALL NEH
RECEPTACLES IN5TERILIZATION 115 HITH DENTAL EGUIPMENT SUPPLIER.
REFER TO MIDMARK SHOP DRAHIN& ELEVATIONS FOR DIMEN51ON5.
PONER PLAN
5CALE: 3/16" = 1'-0"
NORTH
CREHAYEB & ASSOCIATES, INC.
CONSULTING PROFESSIONAL ENGINEERS
3702 AZEELE ST. OCTS (8f3) 876-1415
TAMPA, FL 33609 www.chehayeb.com
LIC. #49521 SOUHEIL S. CHEHAYEB CERT. #7340
21-117
Issue Date
09-03-21
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Job Number
2008
Revisions
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POWER
PLAN
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No, 49521
ST E OF
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MOUNTINO DETAIL
JUNCTION BOX INSTALLED
ABOVE CEILINC-7 - AVOID
TYPICAL CONDUIT CONCEALED CABLE HOI E5, A/C DUCT, ETC.
AE30VE SUSPENDED CEILIN& TO
NEXT JUNCTION BOX OR HOMERUNA
Nip) �v
CEILINC7
SUPPORT FIXTURE
INDEPENDENTLY
FROM STRUCTURE
ZOL-rl%%.�r� �w� I "r-N �
FIXTURE CAN BE
SHIFTED ONE
COMPLETE TILE
IN ANY DIRECTION.
NIQM2-2
1. PROVIDE #12 &REEN C-AROUND PqIRE IN FLEXIBLE CONDUIT HITH BRANCH CIRCUIT PqIRIN6 AND BOND TO
OUTLET E30X AND FIXn)RE HOU51NC-7.
2. 5ECU'RELY FASTEN FIXTURE TO CEILINO FRAMIN6 MEMBERS PqITH FOUR (4) T-BAR CLIPS PER FIXTURE.
ATTACH TO SUSPENDED CEILIN& &RID ONLY AS APPROVED BY AUTHORITY HAVINc-7 JURISDICTION.
3. CONTRACTOR TO IDENTIFY LI&HT FIXTURE5UPPORT P4IRE5 AS APPROVED BY LOCAL AUTHORITY
HAVINC-7 JURISDICTION.
4. THE DETAIL ABOVE 15 NOT INTENDED TO 5HOH ROOFSTRUCTURE TYPE, BUT TO DEMONSTRATE THAT
FIXTURE 5HALL BE SUPPORTED FROM STRUCTURE INDEPENDENT OF THE CEILIN& ORI05Y5TEM, PLUS
50ME ADDITIONAL REQUIREMENTS AS 5HOV4N IN THE DETAIL.
5. CONTRACTOR SHALL VERIFY EXACT MOUNTIN& REQUIREMENTS P41TH THE LOCAL AUTHORITY HAVIN&
JURISDICTION PRIOR TO START OF CONSTRUCTION AND PROVIDE ACCORDIN&I-Y.
L14A
01
HIRINO DETAILS
M r 60/2/40
E 30/2/30 D.E. 240V 0 240V
NEV4 NEH HP
H (2&.4 MCA) L AHU-5 M0,60, HP-5
A SEE PANEL SEE PAWL
N SCHEDULE SCHEDULE
D-15,17 -o T
30/2/30 D.E. 60/2/40 D.E.
A NEH 24OV NEH 240\/
HP
L AHU-6 HP-(q
(2a.4 MCA). (25.71 MCA).
SEE PANEL SEE PANEL
E SCHEDULE SCHEDULE
a P-12,14 D-20,22
U
I
NOTES-.
p 1. VERIFY NAMEPLATE R.ATIN65, LOCATIONS, AND POINT OF POkER CONNECTIONS
H PRIOR TO ROUC-M-IN.
E 2. DO NOT LOCATE DISCONNECT 5NmrHE-5 OVER UNIT ArrE-s5 PANEL5.
N 3. PROVIDE A 3/4' EMPTY CONDUIT THROU&H iNACcE551BLE LOCATIONS (Le.,
T HALLS, UNDER SLAB) FOR CONTROL HIRIN67. COORDINATE HITH MECH. PLANS.
4. EQUIP. REQUIREMENTS ARE FOR MANUFACTURER AND MODEL NUMBER LISTED ON
MECH. PLANS. THE MECH. CONTRACTOR SHALL BEAR ANY ADDITIONAL C05T5
INCURRED IF ALTERNATE EQUIPMENT 15 PROVIDED.
5. VERIFY ACTUAL EQUIPMENT NAMEPLATE MAXIMUM OVERCaRRENT PROTECTION
RATIN& AND ADJUST FU5E SIZES ACCORVIN C-71-Y. INSTALL 'RK-5' TYPE FUSES
AND CLA55'WREJECTION CLIPS.
HIA
DEVIGE MOUNTINO HE16HT DETAIL
T
y
p
I
C.,
A
EXIT
12" MAX. TO CENTERT
L
Ll 67HT %4ITCH OR DIMMM-\ KALL MOUNTED
TELEPHONE
IRECEPTACLE
4 INCHE-5Tr--
c3i
0 L�j
RECEPTACLE
TELE/DATA
49� JACK- 4e� TOP OF COUNTER
INCHES INCHES BACKSPLA5H
T
I&
INCHES
FLOOR
N05CALE
NOTE-5--i
1. ALL DIMEN51ON5 ARE TO CENTER LINE OF DEVICE, UNLE55 OTHE"5E NOTED.
2. DEVICE55HOk4N IN TH15 DETAIL ARE FOR MOUNTINe HEI 67HT REFERENCE ONLY AND NOT FOR
LOCATION5.5EE DRAKNC-6 FOR ACTUAL LOCATIONS, FOR EXAMPLE, ADJACENT DEVICES
514ALL BE NO MORE THAN 2" APART.
3. k4HERE EXIT Ll 6,HT 15 MOUNTED ABOVE A DOUBLE DOOR, CENTER EXIT LI &HT BETP4EEN DOORS.
P21A
CHEHAYEB & ASSOCIATES, INC.
CONSULTING PROFESSIONAL ENGINEERS
3702 AZEELE ST. (813) 876-1415
TAMPA, FL 33609 www.chehayeb.com
LIC. #49521 SOUHEIL S. CHEHAYEB CERT. #7340
21-117
issue Date
09-03-21
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Revisions
Z�
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ELECTRICAL
DETAILS
No� 49521
STA-fE
No.
OROUNDINO DETAIL
E
NOTICE:
SERVICE THE INFORMATION SHOHN IN
EOUIPMENT THIS DETAIL SHALL BE
CONSIDERED AS THE MINIMUM
REQUIREMENTS, AND SHALL NOT
EOUIPMENT BE REDUCED V41THOUT HRITTEN
NEUTR.AL BU5
OROUND BU5 APPROVAL FROM THE
�il
#4 CU. 6ND. ENOINEER OF RECORD.
ml
BUILDIN& FULL SIZE OROUND
E
STEEL CONDUCTOR. SEE NOTE #513ELOH
20'-0" EXOTHERMIC
HELD (TIrp)
E
MINIMUM I �-- METALLIC UNDER &ROUND
(MINIMI)M 10'-0" LON&)
FULL SIZE HATER PIPE - BOND HITHIN
51-0" AFTER ENTERIN& BUILDIN&
&ROUND
U
CONDUCTOR
ELECTRODE ENCASED IN
I
MIN. 2" OF CONCRETE
p
3/4" x 20'COPPER (SEE NOTE #4)
CLAD &ROUND RODS. FULL 51 ZE C-ROUND
m
CONDUCTOR
E
NOTES..
N
1.
FULL51ZE C-ROUND MEANS THAT 6ROUND CONDUCTOR51ZE SHALL BE A55HOHN ON SERVICE
T
EGIUIPMENT ON THE POHER R15ER DIA65RAM.
2.
AFTER &ROUNDIW95Y5TEM 15 INSTALLED, &ROUND RE515TANGE SHALL 13E MEASURED, TO
A55URE THAT &ROUND VALUE OF 10 OHM MAXIMUM RESISTANCE IS ACHIEVED. IF NOT,
ADDITIONAL &ROUNDIN& SHALL BE PROVIDED TO MEET THE SPECIFIED VALUE.
3.
ALL CONNECTIONS TO OROUND RODS SHALL BE EXOTHERMIC HELD CONNECTIONS.
4.
&ROUND CONDUCTOR SHALL BE LOCATED HITHIN OR NEAR BOTTOM OF CONCRETE FOUNDATION
OR FOOTINe THAT 15 IN DIRECT CONTACT HITH THE EARTH, AND SHALL CONSIST OF AT LEAST
20 FEET OF ONE OR MORE STEEL REINFORGIN& BARS OR ROM OF NOT LE55 THAN 1/2 INCH
DIAMETER, OR OF AT LEAST 20 FEET OF BARE C-OPPER CONDUCTOR.
5.
INTER 5Y5TEM f3ONr,>INE7 TERMINATION HITH A MINIMUM OF THREE TERMINATION REWIRED, IN
COMPLIANCE HITH N.E.C. 2014 EDITION ARTICLE 250.c[4. EXTERIOR RATED, EGVAL TO
ARLIN6TON #C-555250.
P14A
PONER RISER DIAORAM,
NO SCALE
NOTIGE
CONTRACTORSHALL BE RESPONSIBLE FOR
PROVIDIN67 ARC FLASH LABELS AS REGUIRED BY
NFPA 10 (NEC) 110.16, AND PERSONAL
PROTE6TIVE EOUIPMENT (PFE) RATIN& PLAGARD5
PER NFPA7OE FOR ALL 5HITCH&EAR.
N41A
01
INSTALLATION DIAORAM
5
5UR67E- SUPPRESSOR
U
BREAKER.
5W 67E
SUPPRESSOR
E
PANEL
TYPICAL
—1--i
U
p
5UR0E 5UPPRE55OR HIRINO NOTES:
p
1. AHERE A WRC-:,E WPPRE55OR 15 CONNECTED TO
A BREAKER IN A PANEL130ARD OR A
D15MBUTION PANELBOARD THE LEAD LENOTH
FROM THE BREAKER TO THE SUPPRESSOR SHALL
BE KEPT TO A MINIMUM. AND THE 5UPPRE55OR
SHALL BE MOUNT"ED ON THE 5AME51DE AS THE
BREAKER 5ERVIN6 THAT SUPPRESSOR. ALL
BREAKL9;Z5 FEEDINO 5UPPRE55ION UNITS SHALL
BE PROVIDED NITH LOCK ON HANDLE.
2. IN NO CA5E5HALL A DISTANCE BETHEEN
BREAKER IN PANEL POHERIN& 5UR(9E
5()PPRE55ER UNIT AND THE 5UROE SUPPRESSOR
UNIT BE MORE THAN 12".
P4qA
FX15TIN(9 TO REMAIN
EXI5TIN(5 TO BE REMOVED — — — —
1121429"A rel Nwlwlr_�*Z
MIA
NOTES
K (DEX15TIN C-7 120/24OV, I -PH, PAD MOUNTED, UTILITY TRANSFORMER TO
E REMAIN. FIELD VERIFY EXACT LOCATION AND ANY UPORADE
REQUIRED PRIOR TO 510 AND/ OR ROUC7H-IN, HITH UTILITY REP, AND
Y PROVIDE ACCORDINOLY.
EX15TINO UNDER&ROUND SECONDARIES TO BE COMPLETELY REMOVED.
EX15TIN65 METERS AND TENANT MAIN 5HITCHES TO BE COMPLETELY
REMOVED.
THREE SETS OF 3" CONDUIT HITH 3 #500 MCM CU IN EACH (APPROX.
125'-0") UNDER &ROUND SECONDARIES.
C.T. METER AND C.T. GA13INET PER UTILITY CO., COORDINATE AND
PROVIDE AS REGUIRED. PROVIDE 1-1/2" CONDUIT BETHEEN METER AT
6.T. CABJNET FOR UTILITY 60. USE.
#3/0 CU5ERVIGE &ROUND. REFER TO 6A;ZOUl,0IN67 DETAIL ON THIS
SHEET.
THREE 3" CONDUITS HITH 3 #500 MCM CU, 1 #3/0 DONDIN& JUMPER IN
EACH.
SURC-E WPPRE55OR EGUAL TO WROE SUPPRESSION, INC,
#5TMV50-i5I-X (NEMA 3R). SEE HIRINC7 DETAIL ON THIS SHEET.
5UR&E SUPPRESSOR EGUAL TO SOROE5UPPRE55ION, INC.
#5TMD24-151-P (FLUSH MOUNT).5EE HIRIN6 DETAIL ON THIS5HEET.
REFER TO PANEL 'M'56HEDULE FOR CONDUIT AND HIRE51ZE5.
(D LlCvHTlt4& CONTROL PANEL. REFER TO HIRIN& DETAIL ON5HEET E3
FOR ADDITIONAL INFORMATION.
INTER-5Y5TEM BONDINe TERMINATION BAR, REFER TO SERVICE
EGUIPMENT 67ROUNDIN67DETAIL ON TH55HEET. EXTERIOR RATED.
EX15TIN& PANEL FEEDER TO REMAIN. FIELD VERIFY CONDUCTOR
51ZE5 AND LEN&TH PRIOR TO BID.
EX15TIN& 015CONNECT SNITCH514ALL REMAIN. PROVIDE NEH FU5E5,
EGUAL TO EX15TINe, FIELD VERIFY PRIOR T05TART OF HORK.
5UR&E SUPPRESSOR EGUAL TO 5UR&E SUPPRESSION, INC. 05TM024-151.
SEE HIRIN& DETAIL ON TH15 SHEET.
Ulb VERIFY THAT THE EX15TINCv FEEDER 15 3 #3/0 CU. 4 1 #ro E.O. IN 2"
CONDUIT MINIMUM. ELSE, PROVIDE NEN.
VERIFY THAT THE EX15TIN6 FEEDER 15 3 #250 MOM CU. 4 1 #4 E.O.
IN 2-1/2" CONDUIT MINIMUM. ELSE, PROVIDE NEH.
N4A
CHEHAYEB & ASSOCIATES, INC.
CONSULTING PROFESSIONAL ENGINEERS
3702 AZEELE ST. (8f3) 876—f415
TAMPA, FL 33609 www.chehayeb.com
LIC, #49521 SOUHEIL S. CHEHAYEB CERT #7340
21-117
Issue Date
09-03-21
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5ERVIGE ENTRANGE RATED
issue Date
09-03-21
MANUFACTURER SQUARE "D' N EW PANEL:
PANEL TYPE-- L_ L INE FED FROM.' UTILITY 1ZO/240 VOLTS
Zi?K INTERRUPTING CkPACITY (AIC) RA TED: SERIES - FULL X
M
I PHA SE 3
MOUNTING�
LOCATIOW EXTERIOR
WIREISOLH) NEUTRAL AMPERE BUS
FLUSH SURfACE X
WSECIA U NEMA 3H ENCLOSURE
800 kMPERE MAIN 800
MAIN TYPE BREAKER
No.
KVA
ED
WIRE
GND
COND
Description
BRKR
A
8
BRKR
Description
WIRE
GND
COND
LD
KVA
Nod
1
22,2
3#250
1#4
2-112*
PANEL 'A'
fRM
250
34.6
ZIJ
2S.0
-0'
0.0
1
010
--- -- - ------
---
33. 1 0
21.3
2Z�6
-1
k
-- - -- I 0'0�
250
iRm
PANEL 'C'
3#310
146
2-1/2'
1215
2
TRP
250
200
JD
TRP
TYPI
20�5
TYP
JD
12.6
3
L
3#3JO
2#6
2-112-
PANEL*Al'
FRm
TRP
2SO
200
250
Film
PANEL 'D'
3#310
1 #6
2-112'
133
4
I
200
TRIP
TYP
ID
11)
TYP
5
I I �O
3#310
1 #6
2-112-
PANEL "B"
FRM
TRP
250
200
250
z 5V
FRM
PANEL '91'
3#310
2#6
2-112'
14,0
6
200
TRP
TYP
JD
10
TYP
l31.S
7
0'0
SPARE
FRM
FRP
ISO
100
-
FRM
SPACE ONLY
-
IRP
0.0
TYP
HD
-
TYP
--+0-.
Ud
9
0,0
3#10
11#10
3/4'
SURGE SUPPRESSOR
FRM
ISO
VHM
SPACE ONLY
0.0
40
T R P
30
-
TRPJ
TYPI
HD
-
IT YP]
0�0
LEGEND/NOCES,,
20(L) - PROV IDE HA NDLF LOCKING DEV ICE FOR THIS BREA KER
KVA SUB T OTALS-1
84.3
1
1 1 79.9
1
TOTAL KVA-
(OTAL AMPERES:
164A
i��
TENANT 5
11 1 W�m
LEGENDINOIES- I CONNECTED LOAD KVA,. 4Z6
20(L) � PROVIDE HANDLE LOCKIN6 D(VICE FOR'FHJS BREAKER KVA SUB TOTALS, Z?.?. 20� 5 STD. DEMAND FACTOR (1,0); 39A
+ LTG DEMAND (1.25 LTG)� `kO
0.0 0.0 KITCHEN DEMAND: 0.0 TOTAL DEMAND KVA, 414
GRANDTOIAL� ?2�2 20.5 DEMAND AMPERES: 180.43
KITCMEN MULTU'LlEft PER NEC 2017 TABLE 22M 56
MA NUFA CTURER. SQUARE 'D'
PANEL TYPE' LOAD CENTER
22K INTERRUPTING CAPACITY (AIC)
LOOk TION- SUITE 37918
NEW PANEL: Al
it-[) FROM: PANEL 'M' 1201 240 VOLTS I PHASE 4 WIRF/SOLID NEUTRAL AMPERE BUS
RATED� SERIES: X FULL MOUNTING: FLUSH X SURFACE
SPECIAL- ISOLATED GROUND BAR
225 AMPERE MA IN ?-?1 5
MAIN TYPE LUGS
. . . . . .......... . ......
M
ARE
ME
IBM
a
MIME
10
REFRIGERATOR
REFRIGERATOR
N
ON
01
now
El
mom
WEE
0
SPACE ONLY
BE
NE
M
BE
0
WIN
FEE
EN
ME
0
NO
0
BE
0
SPAC E 0 N L Y
NE
ROM
SPACE ONLY
M
HIM
... ..... ... ... ........... .......... . . ...... . ......
0
M1
M
LEGENDINOTES: I WNWAAt.0 WAIJ UA� I bA
20(L) - PROV IDE HA NOLL LOCKING DEV ICE FOR THIS RHEA KEN KVA SUB 10, IA I S' 8iU SIO. DEMAND MCIOR (1.0)� 115�:4
+ LTG DEMAND (125 LTG), 0-0
0.0 + KITCHEN DEMAND. 0.0 TOTAL DEMAND KVA.* 16,4
GRANDTOTAL: &4 8.0 DEMA NO A WERE 5: 68,1
KITCHEN MULTIPLIER PER NEC 2017 TABLE 220�56
MAN UFA (TO RE ft
SIEM ENS
LOCATION�
SUITE 37920
SPECIAL
EXISTING
PANEL:
B
PANEL TYPL
LOAD CENT ER
FED FROM: PANEL 'M'
1201
240
VOLTS
I PHASE 3
WIREISOLID NEUTRAL AMPERE BUS
200
AMPERE MAIN
200
(EX) INTERRUPTING CAPACITY
(At()
RATER SERIES:
-
FULL:
MOUNTIN(t
FLUSH
X SURFACE -
MAIN TYPE
LUGS
No�
KVA
NOT E
WIRE
GND
COND
Description
ED
BRK
A
A
R
BRK
ED
Desfiripflon
WIRE
MR
COND
NOTE
KVA
Nci�
I
0�8
2#12
1#12
3 t4'
REC-OFFICE
R
20
---0
1.9
53
0.8
t.0
0'0
0�0
D
0.0
1'2
5.3
71
0�8
1_018
r�o -
O�O
20
L
11-NANT SIGN
2912
1 #12
112"
R4
1.2
2
-
3
CIA
-
2#12
HE( -OFFICE
R
20
20
L
LIGHT ING
2#12
1#12
112'
-
0.4
4
REC-OFFICE
R
20
20
1.
L14GHT ING
?.#1?.
1#'12
112,
R'3
0.9
6
7
OA
EX
EX
C x
RECEPTACLES
M
20
50
A
AHU-3
EX
Ex
Ex
9
0,8
EX
EX
EX
RECEPTACLES
M
20
[-
A
-
4.5
10
11
0�8
EX
EX
EX
RECEPTACLES
M
20
40
x
HP-3
Ex
EX
EX
-
3A
12
13
O�8
EX
EX
EX
RECEPI ACLES
M
20
x
3.1
14
15
0'6
?*l?
1#1?
1 w
REC-EXAM
M
20
?0
R
REC-OUTSIDE
Ex
EX
Ex
0.2
16
t7l
0'0
SPARE
20
20
M
(EXIST. CIRCUIT)
EX
EX
EX
1.0
18
191
0.0
SPACE ONLY
-
-
m
1
I �o
20
211
O.o
SPACE ONLY
SPACE ONI Y
0�0
Z2
23
0.0
SPACE ONLY
SPACE ONLY
1 0.0
Z41
2 15
ob
SPACE ONLY
SPACE ONLY
0.0
26
27
010
NB
3ftlo
1410
3/4'
SURGE SUPPRESSOR
30(L)
SPACE ONLY
010
28
Eq.
-
0,0
SPACE ONLY
0�0
30
LF%ENOINOTES�
I
CONNECTED LOAD KVA.-
20� 1
20(L)
= PROVIDE
HANDLE LDCKING DEVICE FOR THIS BREAKER KVA
SUR TOTALS.
I 1=0
911
STD. DEMAND FACTOR (1�0)-.
LL6
LTG DEMAND (125 LIG).
3.1
KITCHEN DEMANCI,
k
0.0
TOTAL
DEMAND KVA:
?0.
GRA NO
TA
To Lit
9.1
DEMAND AMIi
86A
KI ICHEN MULTIPLIf R PER NEC 2017 TABLE 2ZO�56
MANUFACTURER SIEMENS EXISTING PANEL: C LOCA I`ION- SUIT E 37922 SPECIAL.
PANEL TYPE LOAD CENTER FED FROM: PANEL. 'M' 1201240 VOLTS I P14ASE 3 WIREISOLIDNEUTRAL A WERE BUS 200 AMPERE MA IN 200
(EX) INfERRUPTING CAPACITY (AIC) MILD. SERIES. - FULL MOUNTING� RUSH Y SURFACE MAIN TYPE LUGS
RECEPTACLES
BMW
Mo
M
M
M
rum
El
RECEPTACLES
WATER HEATER
.. ..... ...
ff
RECEPTACLES
RECEPTACLES
RECEPTACLES
SPARE
"PARE
ON
RE(EP1ACLES
M
IBM
RECE? I A L ES
M
SURGE SUPPR SSOR
iLY
LEGENDINOTES: CONNECTED LOAD XVA; 25,,0
ZO(L) = PROVIDE HANDLE LOCKING DEVICE FOR THIS BREAKER KVA SUB TOTA LS� 12.5 12.6 STR DEMAND FACTOR (1.0), 232
+ LTG DEMAND (1.25 LTG)� �3
0,0 O�O 4 KITCHEN DEMAND, ILO TO Uk L DENA ND KVA 25's
GRAND , TOTAL 12�5 12.6 DEMANDAMPERES� 106.0
KITCHEN MULTIPLIER PER NEC 2017 [ABLE 2201,56
MW
Category
Connected
KVA
Demand
Factor
Demand KVA
Rem arks
Lighting
11.2
1.25
14.0
Receptacles (First iOkw)
10.0
1-0
10.0
Receptacles (Remaining)
12.4
0.5
&2
Misc. Loads
38.8
1.0
38-8
HVAC +
49.6
1.0
49.6
Kitchen Loads++
0.0
1.00
0.0
Water Heater
13.5
1.0
13.5
Refrigeration
0�0
1.0
0.0
Show Window - Load calculation per NEC 220.14(G)(2)
0.0
1�25
0.0
0 FT OF SHOW WINDOW AT 200VA I LF
Dental Equipment
2Z6
1.0
22.6
User Defined Load
0.0
1.0
0.0
Sub -total
154J
0 LESS SHOW WINDOW LOAD IN PANELS
25% Largest Motor
1.3
Total KVA*
Tota I AMPS:
156,.0
24o
Voltage
hase
�Service
+ Heating and Cooling loads are non -concurrent loads.
++ Kitchen multiplier per NEC 2017 Table 220.56.
1
SERVICE SIZE IS 800 AMPS AT 120/240V, 1-PHASE
I
MA N UFA QU R E I L' SIEMENS LOCA TION: SUITE 37924 SPECIAL,
EXISTING PANEL: D
PANELTYPE. LOADCENJER FED FROft PANEL 'M' 1201240 VOLIS I PHASE 3 WIREISOLID NEUTRAL
AMPERE BUS 200 AMPERE MAIN 200
(EX) INTERRUPTING CAPACITY (AIC) RATED; SERIES, FULL' MOUNTINQ FUJSJJ X SURFA CE -
MAIN TYPE LUGS
M
mm�=AMM
. . ............
............ ..
0
=0101
No
. . . . ...... .... ..
RE( -PROVIDERS
REC - COMM. SERV.
MEN
wool
=1171 WIN
IBM
AIM
0
WATER HEATER
IIP-6
mom
mom
LEUNDINOIES, CONNECTED LOAD KVA: 26� 5
201 = PROV IDE HA NOLL LOCKI N G DEV ICE FOR 4 It IS BRE A KIR KVA SUB TOTALS: 13.3 13.3 Slft DEMA NO 1"A CTOR (1.0): 2Z8
+ 11(-, DEMA N D (I � 2 5 LTG): 4,6
OLD 0.0 + K11Cf1LN DEMAND: 0.0 TOTAL DEMAND KVA: 244
GRA N D TOTA L.- 113 13.3 DEMA NO A MPFRES� 1143
]KITCHEN MULTIPLIER PER NEC 2017 TABLE 220,56
MANUFACTURER SQUARE "0'
PANELTYPE- LOADCENfFR FED FROMz PANEL. *M'
IOCA TION,, SUITE 37924 SPEOAU ISOLATED GROUND BAR
NEW PANEL: D1
1ZO/ 240 VOLTS I PHASE 4 WIREfSOLID NEUTRAL AMPERE BUS
INTERRUPTINGG&PACTY(AIC) RATED, SERIES-, X FULU MOUNTING; FLUSH SURFA CE X
225 AMPERE MAIN 2?5
MAIN TYPE LUGS
WATER COOLER
01
EW�M=
i MICROWAVE
ni
DENTAL CHAIR
i F_ -REC�00'-ERAT-ORY
DOE
WEE
DENTA L CHAIR
Mw�jkxlj
M
-
FEE
MIM!
1EM
ME
MEMI
1010
M
BE
0M
100
0
MIEE=1VA
1EM
. __
VACUUM PUMP
1M
NOME
MEE
IE1
MIM
00101=0
1010
mm"bWAMMEE
ME
FEE
BE
1010
ME
11001
in
a
N
WE
BE
MEW
LEGENDINOTES: I CONNECTED LOAD KVA; 27.5
?OCL) �� PROVIDE HANDLE LOCKING DEVICE, FOR THIS BREAKER KVA SUB TOTALS: 14.0 13�5 5 TD. DEMA ND FACTOR (1.0)� 27�5
+ LTG DEMAND (L?5 L%)� ITO
0.0 0-0 4, KITCHEN DEMANDi 0.0 TOTAL DEMAND KVA� �TS
&RAND TOTAL 1,LO 13.5 GEMA 14D A WF RE, 5� 114.6
KITCHEN MULTIPLIER PER NEC 2017 TABLE 220.56
PANEL 50HEDULE LE&END
16
15OLATED 6ROUND CIRCUIT
6 F
eRtOUND FAULT INTERRUPTER
L
LOCK -ON 50REH IN HANDLE
FREE TRIP.
G#
CONTAGTOR CONTROLLED
N) INDICATE5 CONTAGTOR NUH5ER
R#
= RELAY CONTROLLED
# INVICATE5 RELAY NUME3ER
5T
= 5HUNT TRIP TYPE BREAKER
EX
= EX15TIN(5 CIRCUITRY TO REMAIN.
Nf3
= NEN 13REAKER EGUAL TO
EX15TIN69.
PANEL 5GHEDULE INVI==
5qA
PANEL 50HEDULE LOAD COPE5
A,A5 =
H\/AC LOAD
K# =
KITCHEN LOAD5 (1,2 OR 3 CIRCUIT)
L
L16HTIN67 LOAD
M�43
MIEC-ELLANEOUE, LOAD
R
RECEPTACLE LOAD
F3
U5ER 5PECIFIED LOAD
HH
HATER HEATER
UP3
U5ER 5PECIFIED LOAD
X
EXCLUDED, NON -CONCURRENT LOAD.
(NVAC LOAD5 ARE NON-<,ONCURRENT;
TOTAL5 BA5EP ON HIC-MER VALUE.
CREHAYEB & ASSOCIATES, INC.
CONSULTING PROFESSIONAL ENGINEERS
3702 AZEELE ST. (813) 876-1415
TAMPA, FL 33609 www.chehayeb.com
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Job Number
2008
Revisions
Z�
PANEL
SCHEDULES
o.4951
STATE
J11NIFT 7-
No.
LIC. #49521 SOUHEIL S. CHEHAYEB CERT. #7340
21-117
DI\ASION 16 - ELECTRICAL
Issue Date
09-03-21
SEC11ON 16010 - GENERAL PROVISIONS
1. GENERAL
1�01 The following are minimum requirements and shall govern, except that building laws and/or drawings shall govern
when their requirements are in excess thereof.
2. DRAWINGS AND SPECIFICATIONS
2.01 The architectural, mechanical, electrical and equipment drawings and specifications are hereby incorporated into
and become a part of this Division. This Contractor shall examine all such drawings and specifications and
become thoroughly familiar with provisions contained herein and the submission of his bid shall be construed as
indicating such knowledge.
2�02 Electrical drawings are diagrammatic and ore intended to show the approximate locations of equipment and piping.
Dimensions given on the plans shall be verified in the field. Drawings may not be scaled to obtain exact
dimensions.
2.03 The exact locations of apparatus, fixtures, equipment and conduits shall be ascertained from the Owner's
representative in the field, and the work shall be laid out accordingly. Should the Contractor foil to ascertain
such locations, the work shall be changed at his own expense when so ordered by the Owner. The Owner
reserves the right to make minor changes in the location of conduit and equipment up to the time of installation,
without additional cost.
2.04 The electrical drawings and specifications are intended to supplement each other and any material or labor called
for in one shall be furnished and supplied even though not specifically mentioned in both. Labor and/or materials
neither shown nor specified, but necessary for the completion and proper functioning of the system, shall be
provided by this Contractor.
2�05 The work required under these specifications includes all labor, materials, equipment and services necessary to
provide lighting and power systems, service entrances, motor controls and connections, branch circuiting, feeders,
panels, fixtures, wiring devices, and other items shown on the plans or specified.
2.06 When the specification of on item is not identified with a particular area, the item shall pertain to all areas.
2.07 This Contractor shall furnish such labor and materials as hereinafter specified and as required to complete all
electrical connections in accordance with the manufacturer's requirements for all mechanical equipment and
Owner's equipment as shown and/or specified,
3. EXAMINATION OF SITE
3.01 Bidder is to visit the site and familiarize himself with existing conditions and satisfy himself as to the nature
and scope of work. The submission of a bid will be evidence that such an examination has been made. Later
claims for labor, equipment of materials required, or for difficulties encountered which could have been foreseen
had (in examination been made, will not be allowed.
4. DEFINITIONS
4.01 "Install" shall mean to place, fix in position, secure, anchor, wire, etc., including necessary appurtenances and
labor so that equipment or installation will function as specified and intended.
4.02 "Furnish" shall mean to purchase and supply equipment or components.
4.03 "Provide" shall mean to "furnish and install".
4.04 "or approved equal" shall mean equal in type, design, quality, style, color, etc., as determined by the
Engineer/Architect,
5. INTERFERENCES
5.01 It shall be the duty of this Contractor to report any interferences between his work and that of any other
Contractor to the Owner or Architect as soon as they are discovered. The Owner or Architect will determine
which equipment shall be relocated regardless of which was first installed, and his decision shall be final.
6. MATERIALS AND WORKMANSHIP
6.01 All work shall be installed in a practical and workmanlike manner by competent workmen, skilled in their branch
of the trade.
6.02 Unless otherwise specified or indicated on the drawings, all materials shall be new and free from defects and
shall be the best of their several kinds.
6.03 All material and equipment shall meet or exceed standards specified by UL, NEMA, ANSI and IEEE wherever such
standards hove been established.
6.04 From time -to -time during the operation and at the completion thereof, this Contractor shall remove all debris
and excess materials caused by his work and he shall leave the area of the operation broom clean.
6.05 All electrical equipment and material shall bear the Underwriter's Laboratories label.
7. SUPPORTS
7.01 This Contractor shall furnish and install all angle iron, channel iron, rods, supports or hangers required to install
or mount ponelboards, switchboards, or any electrical equipment called for on the plans, in these specifications,
or as necessary to mount any piece of electrical equipment, material, or device. Conduit, fixtures, or any
electrical devices shall not be supported from steel deck, bridging, ceiling, or ceiling support wires,
8. TEMPORARY CONSTRUCTION POWER AND LIGHTING
8.01 Sufficient temporary power, during construction, for heating, lighting, appliances, or motorized portable equipment
shall be provided by the Electrical Contractor.
9. CODES, LAWS, PERMITS AND INSPECTIONS
9.01 Install all work in full accordance with codes, rules and regulations of municipal, city, county, state and public
utility, and all other authorities having jurisdiction over the premises. This shall include all requirements of the
City Building Code, regulations of the State Department of Industrial Relations, OSHA, ADA (Americans with
Disabilities Act), and the requirements of the National Electrical Code, as interpreted by the Local Inspection
Division. All these codes, rules, and regulations are hereby incorporated into this specification.
9.02 Comply with specification requirements which are in excess of code requirements and not in conflict with some.
9,03 The Contractor shall secure all permits and certificates of inspection incidental to the work, required by
foregoing authorities. All such certificates shall be delivered to the Owner in duplicate, before final payment on
contract will be allowed. The Contractor shall pay all fees, charges and other expenses in connection
therewith.
10, FIELD CHANGES (AS BUILT DRAWINGS)
10-01 Keep one (1) set of working drawings and shop drawings at the job site for sole purpose of recording all
changes made during construction. After completion of the work and before requesting final payment, the
above mentioned drawings shall be delivered to the Owner.
LABELING AND NAMEPLATES
11�01 Permanently label transformers, switchboards, panelboards, time switches and safety switches indicating
equipment or panels and areas which they serve.
11.02 Lighting and appliance panels shall be labeled as shown on drawings.
11.03 Electrical Contractor shall furnish and install identification for pull or junction boxes furnished by him.
11-04- Identify as to use on face of equipment by means of laminated black and white phenolic label with 3/8" letters
engraved through black to white.
11.05 Materials
A. Nameplates: Engraved three -layer laminated plastic, white letters on a block
background.
11.06 Installation
A. Degrease and clean surfaces to receive nameplates and tape labels.
B. Install nameplates and tape labels parallel to equipment lines.
C. Secure nameplates to equipment fronts using screws, rivets or adhesive. Secure nameplates to
inside face of recessed ponelboard doors in finished locations.
D. Mark every junction or pull box cover plates with the circuit number(s) of all wires contained
therein.
11.07 Wire Identification:
A. Provide wire markers on each conductor at terminal strips and at final line and load connections.
Identify with branch circuit or feeder number of power and lighting circuits, and with control wire
number as indicated on equipment manufacturer's shop drawings for control wiring or as drawings
indicate.
B. All wires shall be color coded. Color code branch circuit wiring as follows:
1. Single Phase System.
120/240V
Phase A Black
Phase B Red
Neutral White
Ground Green
2. Switched Wires: Other than colors listed above
3. Travelers Between 3-Way Switches: Purple
4. Insulated Ground: Green with Yellow Stripes
12. GUARANTEE
12.01 In addition to guarantees of equipment by manufacturer of some, this Contractor shall also guarantee equipment
provided by him and shall be held for a period of one (1) year to make good any defects in material and
workmanship occurring during this period, at his sole expense. This one (1) year period shall start from the
date of final acceptance by Owner.
13. SCOPE OF WORK
13,01 Furnish all labor and material necessary to complete the electrical work shown on the drawings, specified herein
or required to complete the construction of the building as shown.
13.02 The listing herein of article or material, operation or method, required to be provided and installed by the
Contractor (unless noted to be supplied by others) shall be of quality or subject to qualifications as noted.
Each operation shall be performed according to standard practice, manufacturer*s instructions, and conditions
stated, providing, therefore, all necessary labor, equipment and incidentals.
13.03 The electrical Contractor shall schedule his work to conform to the progress of the other trades and Contractors
employed on this project.
1104 The electrical work shall include but is not limited to the following:
A. Demolition work as required.
B. Complete power and lighting distribution systems including panels, as shown on plans.
C. Complete branch circuit wiring system,
D. Temporary electric service as required for construction.
E. Testing of all electrical equipment.
F. Provide and install complete lighting system as shown on plans.
14. MANDATORY SHOP DRAWINGS
14�01 Submit all required electrical shop drawings.
14.02 Shop Drawings shall be submitted for:
Switchgear and Ponelboards
All Liahtina Fixtures
All Wiring bevices
Lighting Controls
END OF SECTION 16010
SECTION 16100 - BASIC MATERIALS AND METHODS
1. CONDUIT
1.01 All wire shall be run in accordance with the applicable codes in corrosion resistant, rigid, threaded, metal conduit
or electrical metallic tubing (E.M.T.), unless otherwise specifically stated herein.
A. Conduit below first floor slob, exposed to weather, or underground shall be rigid, threaded, galvanized, heavy
wall type.
B. Carlon PVC, Type 40 heavy wall conduit with ground wire may be used underground below floor slab or
pavement in lieu of rigid, threaded, galvanized conduit. PVC schedule 40 conduit shall not be run in or
above first floor slob. PVC conduit shall terminate below floor slab with rigid, threaded metal conduit
1.10 Exposed conduit and conduit in ceiling space shall be run parallel to the building structure. 104
1.11 Conduit system shall conform to all the requirements of the National Electrical Code (N.E.C./N.F,P.A.-70) and
local codes.
2. CONDUCTORS 2.05
2.01 Sizes of conductors for feeders are given on the drawings and no wire smaller than #12 gouge shall be used for
branch lighting or power circuits. All wiring shall have the U.L label and be of 98% conductivity copper.
Aluminum wire or aluminum cable is not acceptable. 2.06
A. The gouge of all wire shall be in accordance with B&S standard.
2.02 All wire and cable for branch lighting or small power circuits shall have "NEC" Type "THHN/THWN" 600-volt
insulation.
2.03 Wire and cable above #8 gauge shall be stranded Type "THWN" insulated for 600-volts. 3,
2,04 For special conditions, as provided by the National Electrical Code, Type "R.H.H., A,V.A." or other required insulation 3,01
shall be used.
2.05 Where lighting fixtures are used as raceways, 90 degree C. minimum insulated wire shall be used,
3.02
3, GROUNDING
3.03
3.01 This Contractor shall provide, install and connect a complete system of grounding for all equipment and structures.
A good mechanical and electrical connection shall be made with approved grounding connectors.
3.04
3.02 Electrical system and equipment grounds shall comply with the N.E.C. as well as all local and -state codes and
regulations.
3,03 Panels, conduit systems, motor frames, lighting fixtures and other equipment that ore part of this installation 4.
shall be securely grounded both mechanically and electrically in accordance with all codes. 4.01
3.04 System ground shall not exceed a maximum of ten (10) OHMS resistance. Verify grounding system and add
additional grounding as required to meet the above specified value,
3,05 A ground conductor shall be supplied in ALL conduit. It shall be insulated, stranded, annealed copper conductor.
4� TOGGLE SWITCHES AND RECEPTACLES
4.02
4.01 Color of all general purpose switches and receptacles shall be white, Verify color with Interior Designer prior to
ordering.
4.02 Acceptable device manufacturers are Hubbell, Leviton, or Pass & Seymour. The basis of design is Leviton. 4.03
4,03 Wall Switches:
A. Single poles #1221, double pole #1222 and three (3) way switches #1223 shall be rated 20-ampere,
120/277 volts.
B. Switches shall be mounted 4'-0" above finished floor to centerline, 5.
4,04 Hospital grade Duplex receptacles shall be 20-ampere at 125-volts, Leviton Decora catalog #16362-SGW or 5.01
approved equal, Mount at 18" above floor to centedine or as noted on plans.
4.05 Outdoor receptacles shall be weatherproof with spring covers (Leviton #4926 plates).
5. WALL PLATES 5.02
5.01 Unless otherwise noted, all plates in finished areas for wall switches, receptacles and telephone outlets shall be
smooth plastic, 5.03
5.02 Ali plates shall have full contact with the wall and boxes. Edges shall be parallel to the finished walls and ceilings.
6. OUTLETS
6. 01 Locations of outlets are shown approximately on the drawings. Contractor shall refer to the shop drawings of the
manufacturers of the equipment for the exact location of outlets for fixtures, motors, heaters and their respective
control devices. Approximate locations of light fixtures are shown on the drawings.
6.02 Outlet boxes for concealed work shall be pressed steel boxes, galvanized and not less than #12 gouge, except floor
boxes which shall be cost iron. Each ceiling outlet designated for a lighting fixture shall have a fixture support
secured in place with nuts and bolts. Ceiling boxes shall be four inches (4") round and octagonal with lugs and
screws for back plates. Wall outlets shall be four inches (4") square by 1-1/2" deep, single or double cover,
except gong boxes of similar depth shall be used at locations requiring more than 2-gong.
6.03 Outlets on the exterior of the building shall be flush weatherproof type.
6.04 All outlets shall be firmly secured in place. Outlets in finished areas shall be flush with finished ceiling or walls.
6.05 All outlet locations in floor shall be verified with Owner's Representative before pouring of concrete floor.
7. BRANCH CIRCUIT WIRING
7.01 The Electrical Contractor shall provide and connect a complete system of panels, conduits, wire fittings, boxes,
supports and all other miscellaneous materials required for equipment as indicated on the plans and ready for
operation by the Owner.
7.02 All circuits shall be color coded.
END OF SECTION 16100
adapter. Conduit above slab shall be metal. SECTION 16400 - ELECTRICAL SERVICE AND DISTRIBUTION
C. A ground conductor shall be supplied in all conduits and raceways. The ground conductor shall be copper,
and sized per the N.E.C. or as shown on drawing, whichever is more stringent.
1,
D. PVC conduit run beneath areas subject to heavy vehicular traffic such as commercial parking areas, drive
throu h, etc, shall be concrete encased. This conduit shall comply with NEMA TC-6 and -8 (Power),
1.01
TC-18 (Telephone), ASTM F512 (Concrete Encasement Applications) and UL-651 (Standard).
E. PVC conduit used between lighting standards shall be Corlon Type 40 min. and comply with NEMA TC-2,
TC-3, and UL-651 (Standard).
1.02
1.02
Conduit and E.M.T. shall be delivered to the building in 10-foot lengths and each length shall have the Underwriter's
Laboratories label.
1,03
1.03
Conduit and E.M.T. shall be run concealed in all finished areas of the building.
1.04
E.M.T. connectors and couplers shall be set -screw type made of die-cast as manufactured by Thomas & Betts,
1.04
Steel City, or Appleton. Bends and offsets shall be made with a hickey or power bender without kinking or
destroying the smooth bore of the conduit. Paralleled conduits shall run straight and true with offsets uniform
1.05
and symmetrical. Conduit terminals at boxes and cabinets shall be rigidly secured with locknuts and bushings as
required by the National Electrical Code and local electrical code. Insulated bushings shall be used on all conduit
1-1/4" trade size and larger.
1.05
Conduit shall be securely fastened in place at no more than 8-foot centers, and hangers, supports or fastenings
2.
shall be provided at each condulet, elbow and at the end of each straiqht run terminatinq at a box or cabinet.
Horizontal be by -hole kraps device
and vertical conduit runs shall supported one malleable or other approved metal
2,01
1.06
Conduit shall not be suspended from the ceiling or ceiling suspension wires,
with suitable bolts, expansion shield or beam clamp for mounting to building structure or special brackets. Conduit
shall be supported from structural steel or joist and independent of other piping. Do not support conduit from
metal roof deck or any other support device of another trade.
2.02
1.07
Armored cable (BX) or nonmetallic sheathed cable (Romex) shall not be used. No aluminum conduit shall be used.
1.08
MC Cable may only be used as described on Sheet El.
1.09
Only short runs of flexible metal conduit not over 6' in length and having a ground conductor, shall be used for
terminal connections to motors and also for electrical equipment where it is not practical to make final connection
with rigid conduit. Flexible conduit exposed to weather shall be Sealtite.
SECONDARY SERVICE
Electrical service shall be secondary, as shown on plans with grounded and neutral and secondary metering.
Provide all necessary equipment and material and install the service, metering and distribution equipment
accordingly.
The Electrical Contractor shall be responsible for contacting the power company to secure complete details for
the connection to the existing transformer.
Electrical Contractor shall provide secondary service cables and conduits from the transformer to main service
as indicated on drawings.
Site electrical shall be coordinated with local power company by Electrical Contractor.
Provide coordination, via the General Contractor, of the Site Electrical Contractor for the final locations,
penetrations, and service tie-ins associated with secondary power service entrance conduits.
SAFETY SWITCHES
General
A. Switch shall be type as shown on plan with visible, quick make, quick break blades. Swiches hall be U.L.
listed and conform to NEMA Standards.
Enclosures
A. Steel enclosures with operating handle at side. NEMA 1 for general indoor use, NEMA 3R for general
outdoor use and NEMA 4 (stainless steel) where indicated on the drawings, Manufacturer's standard
enamel finish.
B. The enclosure shall be interlocked with the switch handle such that the enclosure door connot be opened
with switch in the "on" position. Switch handle shall be capable of being padlocked in the "off" position.
2.03 Ratings
A. Safety switches shall be rated for the continuous current and voltage indicated on the drawings.
Where used in conjunction with motor circuits, units shall be horsepower rated for the size motor
indicated.
B. Switches used as service entrance equipment shall be U.L. listed for use as service quipment.
6.
6.01
6.02
6.03
Poles
A. Safety switches shall have the number of poles indicated on the drawings, but not fewer than
one (1) pole for each ungrounded conductor to be opened.
Fuses
A, Where indicated, safety switches shall be fused in each ungrounded leg in accordance with the
requirements of the Section entitled "Fuses",
Acceptable
A. Acceptable manufacturers are General Electric, Cutler -Hammer, Square D, or Seimens.
DISTRIBUTION PANELBOARDS (INCLUDING POWER PANELS)
Power and distribution panels shall be suitable for voltages indicated on plans and/or riser diagrams. Panels
shall be 1-phose, 3-wire, solid neutral, aluminum buss, dead front with lugs in the mains, fuses and heavy-duty
switches in branch circuits of size and number indicated on the plans. All lugs shall be U.L. approved CU/Al type.
Panels shall be provided with spares and full provisions for future breakers as shown.
Panels shall be manufactured as a complete unit by Siemens, Square D, General Electric Company,
or Cutler Hammer, not an assembly of parts secured from a supply house.
Ponelboards and switches shall be identified for "usage".
UGHTING AND APPLIANCE PANELBOARDS
Lighting panels shall be dead front type, aluminum buss, with lugs only in the mains and branch circuits
as indicated on the drawings. Panels shall have 20 amp single or double pole circuit breakers (capable
of interrupting available short circuit current) as required in each branch circuit. Where breakers larger
than 20 amperes ore required, the sizes are noted on the drawings, Breakers shall be bolted to bus type,
quick -make, quick -break and capable of interchanging 1 or 2-pole units. Multiple units shall be common
trip. Provide spare breakers in each panel as shown. All lugs shall be U.L. approved CU/AL type.
Electrical Contractor shall arrange circuits as near as possible to circuit numbers on the drawings. At finish
of job, Electrical Contractor shall take current reading checks of respective phases. A minimum of circuit
connections shall be rearranged to balance (as closely as possible) the load on the panel.
Panels shall be enclosed in galvanized steel of code thickness. Cabinets shall be large enough to allow
standard size wiring gutters on each side, top and bottom of panels. Mount not over 6*-6" from floor to
top of panels,
GENERAL (FOR ALL PANELS AND PANELBOARDS)
Metal framed card holders with typewritten circuit directory must be provided for each panel. Directory
shall be clear and designation shall match identification on equipment. Ponelboards (switchboard,
distribution, power panels Grid lighting panels) shall be identified by a label on the switch and/or panel door.
Provide engraved laminated phenolic nameplates with 3/8" letters engraved through block to white.
All panels, safety switches, starters and in general, all equipment requiring lugs shall be equipped with
solderless type U.L. approved lugs.
Provide all necessary unistrut, channel, backing and supports to mount switchboard and ponelboards
securely in place.
FUSES
This Contractor shall replace all fuses blown during construction and testing and shall provide a complete
set of fuses in all fuse holders, switches, panels and all other devices requiring fuses.
Fuses in switchboard and main distribution ponelboards in Electric. room shall be as indicated on plans.
A, Provide label in each switch indicating fuse type, ampere rating and interrupting rating.
B. Replace all blown fuses up to final acceptance of job.
C, Provide and place in a wall mounted metal cabinet in Electrical Room a spare set of three (3) fuses
for each size and type fuse used in switchboard in Electrical Room. The cabinet shall be similar
to Bussman Spare Fuse Cabinet #SFC, with door, locking handle, internal shelf and fuse stock list.
Fuses shall be as specified herein and indicated on drawings. Alternate manufacturer is Littelfuse. In the
event the Electrical Contractor wishes to furnish materials other than those specified, a written request,
along with complete application data to assure a selectively coordinated system, shall be submitted to the
Engineer for evaluation.
END OF SECTION
SECTION 16500 - LIGHTING
1. LIGHTING FIXTURES
1�01 All fixtures shall be as shown on Fixture Schedules, and approved by owner.
1,02 Unless otherwise indicated, all lighting fixtures shall be furnished and installed by Electrical Contractor as indicated
on the Lighting Fixture Schedules, including lamps.
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1.03 All fixtures shall bear the Underwriter's Laboratories label and shall be installed according to manufacturer's instruction, Job Number
1,04 All fixtures, unless otherwise indicated, shall be new and undamaged.
1.05 Surface -mounted fluorescent fixtures shall be mounted 1-1/2" from ceiling. Mount spacers and supports on 48" 2008
centers with additional support at the end of each row of fixtures.
1,06 This Contractor shall provide and install all necessary support media for all lighting fixtures including structural steel, Revisions
angles, rods, etc. In general, fixtures shall be supported in a manner acceptable to the local inspection authorities.
All fixtures shall be firmly supported from beams or joists. L
1,07 This Contractor shall support all fixtures from building structural members and NOT from ceiling system. A
END OF SECTION 16500
Z�
CHEHAYEB & ASSOCIATES, INC.
CONSULTING PROFESSIONAL ENGINEERS
3702 AZEELE ST. (813) 876-1415
TAMPA, FL 33609 wutw.chehayeb.com
LIC. #49521 SOUHEIL S. CHEHAYEB CERT. #7340
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GENERAL NOTES
PR03ECT NAME
& LOCATION
GENERAL CONDITIONS
1 ,
ALL DIMENSIONS AND FIELD CONDITIONS WILL BE VERIFIED BY THE GENERAL CONTRACTOR.
1. SUMMARY OF WORK
THE ACCURACY OF THE FIELD MEASUREMENTS IS THE RESPONSIBILITY OF THE GENERAL
CONTRACTOR.
DIVISION OF RESPONSIBILITIES TERMINOLOGY:
2.
THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS WILL COMPLY WITH ALL FEDERAL,
"CONTRACTOR": WHERE REFERENCED ON THE DRAWINGS, THE TERM "CONTRACTOR
STATE, AND LOCAL LAWS AND ORDINANCES PERTAINING TO THE CONSTRUCTION OF THIS
REFERS TO THE PERSON OR ENTITY RESPONSIBLE FOR PROVIDING ALL CONSTRUCTION
DENTAL OFFICE.
WORK.
3.
MILLWORK SHALL BE DESIGNED BY THE MILLWORK SUPPLIER AND/OR DENTAL CABINETRY
CONSTRUCTION DRAWINGS:
SUPPLIER EXCEPT AS NOTED.
* CONSTRUCTION DRAWINGS SHALL NOT BE SCALED IN ORDER TO DETERMINE LOCATIONS
4.
BENCO SUGGESTS COMPLIANCE WITH CDC/OSHA RECOMMENDATIONS AGAINST INSTALLING
OF ITEMS OF CONSTRUCTION. LARGER SCALE DETAILS TAKE PRECEDENCE OVER
CARPETING IN TREATMENT ROOMS.
SMALLER SCALE DETAILS. DIMENSIONED DETAILS TAKE PRECEDENCE OVER
NON —DIMENSIONED DETAILS.
5.
ALL HAZARDS, TEMPORARY OR OTHERWISE SHALL BE PROTECTED TO PRESERVE PUBLIC
SAFETY.
- THE WORD "FURNISH" IS USED TO MEAN "SUPPLY" COMPLETE WITH ALL ESSENTIAL
ACCESSORIES SO THAT THE WORK WHEN INSTALLED FUNCTIONS FOR ITS INTENDED
6.
BENCO WILL SUPPLY ALL DETAILED TEMPLATES AND/OR DETAIL MANUFACTURER'S
USE, AND DELIVERY TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING,
INSTRUCTIONS. SUCH TEMPLATES AND INSTRUCTIONS WILL DEFINE THE LOCATIONS,
ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS.
CONNECTIONS, AND SERVICES REQUIRED BY THE DENTAL EQUIPMENT. ERRORS RESULTING
FROM THE FAILURE OF THE GENERAL CONTRACTOR TO FOLLOW THE INSTRUCTIONS
o THE WORD "INSTALL" IS USED TO DESCRIBE OPERATIONS AT THE PROJECT SITE
AND/OR TEMPLATES WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
INCLUDING THE UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING,
APPLYING, WORKING TO DIMENSION, FINISHING, CURING, CONNECTING, PROTECTING,
7.
DIMENSIONS FOR ALL DENTAL EQUIPMENT ARE CRITICAL AND MUST COMPLY WITH THE
CLEANING, AND SIMILAR OPERATIONS NECESSARY FOR THE WORK TO FUNCTION FOR
MANUFACTURER'S SPECIFICATIONS, AS SUPPLIED BY BENCO. BENCO WILL NOT ASSUME
ITS INTENDED USE.
RESPONSIBILITY FOR UNAUTHORIZED VARIATIONS TO THE PLANS AND/OR THE
MANUFACTURER'S SPECIFICATIONS.
Premier Communi ty
o THE WORD "PROVIDE" MEANS "FURNISH AND INSTALL", AS DEFINED ABOVE, COMPLETE
IN —PLACE AND READY FOR INTENDED USE. THE WORD "PROVIDE" THUS REQUIRES
8.
WHERE NEW MATERIALS ARE TO BE APPLIED IN EXISTING AREAS, THE GENERAL
INCLUSION OF ALL ACCESSORIES, ATTACHMENTS, SUPPORTS AND SERVICES NECESSARY
CONTRACTOR WILL REMOVE EXISTING MATERIALS, AS REQUIRED, AND PROPERLY PREPARE
TO COMPLY WITH THIS DEFINITION, WHETHER OR NOT SPECIFICALLY IDENTIFIED OR
AREA TO RECEIVE THE NEW WORK.
DESCRIBED IN THE CONSTRUCTION DOCUMENTS.
9.
THE GENERAL CONTRACTOR WILL INSPECT ALL AREAS OF CONSTRUCTION AFTER
ENVIRONMENTAL ASSESSMENT:
COMPLETION OF THE WORK AND PROVIDE "REPAIR" AND "TOUCH—UP" PAINTING, IN ORDER
H a the re
e
Z p hyrh
e I lis
* REMOVAL OF HAZARDOUS MATERIALS, IF IDENTIFIED BY ANY ENVIRONMENTAL
TO RETURN AREA TO ORIGINAL CONDITION.
ASSESSMENT PERFORMED BY AN ENVIRONMENTAL ENGINEER CONTRACTED BY THE
10.
ALL WORK FOR ALL TRADES WILL BE GUARANTEED FOR A PERIOD OF ONE YEAR MINIMUM
OWNER, SHALL BE COMPLETED BY WAY OF A HAZARDOUS MATERIALS REMOVAL
FROM THE DATE OF ITS ACCEPTANCE.
CONTRACT EXECUTED BY THE OWNER INDEPENDENT FROM AND PRIOR TO THE DATE
OF COMMENCEMENT.
11.
ALL MATERIALS INCORPORATED INTO THE WORK WILL BE NEW, UNLESS OTHERWISE NOTED.
DADE CITY,
FL
2. PERMIT SUBMISSION, REVIEWS, APPROVALS & FEES
INSPECTIONS BY A BENCO REPRESENTATIVE ARE AN INTEGRAL PART OF OFFICE
CONSTRUCTION.
PERMIT SUBMISSION BY CONTRACTOR:
12.
IT IS RESPONSIBILITY OF THE CUSTOMER OR HIS GENERAL CONTRACTOR TO ARRANGE FOR
* THE CONTRACTOR SHALL SUBMIT THE APPLICATION FOR THE BUILDING PERMIT
ALL MEETINGS, INCLUDING THE INITIAL REVIEW OF THE PLANS, SPECIFICATIONS, AND
SUBMISSION, AND SHALL INCLUDE ALL REQUIRED DESIGN AND ENGINEERING DRAWINGS
TEMPLATES AND ALL SUBSEQUENT INSPECTIONS.
AND OTHER REQUIRED DOCUMENTS.
BENCO DENTAL INSPECTIONS
* THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT TO PROVIDE FOLLOW—UP
COORDINATION WITH THE LOCAL JURISDICTION, AS REQUIRED, WITH RESPECT TO
• INITIAL REVIEW OF THE PLANS, SPECIFICATIONS, AND FIELD CONDITIONS WITH THE
BU ILDI NG— RELATED ISSUES THAT IMPACT THE APPROVAL AND RELEASE OF THE
GENERAL CONTRACTOR, CARPENTER, PLUMBER, AND ELECTRICIAN BEFORE
BUILDING PERMIT.
RENOVATIONS BEGIN.
o THE COST OF ARCHITECT/ENGINEER SIGNED/SEALED CONSTRUCTION DRAWINGS AND
• INSPECTION AFTER FRAMING AND BLOCKING ARE COMPLETE, PLUMBING AND
OTHER REQUIRED DOCUMENTS, AND TRANSMITTAL TO THE CONTRACTOR WILL BE THE
ELECTRICAL LINES ARE INSTALLED, AND BEFORE WALLS AND/OR FLOORS ARE
OWNER'S RESPONSIBILITY.
CLOSED.
a TIME AND MATERIAL COSTS FOR THE CONTRACTOR'S DELIVERY TO AND PICKUP FROM
• FINAL INSPECTION AFTER FINISH WORK IS COMPLETE, TWO (2) DAYS PRIOR TO THE
THE LOCAL JURISDICTION, AS APPLICABLE, WILL BE THE CONTRACTOR'S
INSTALLATION OF DENTAL EQUIPMENT.
RESPONSIBILITY.
13.
BENCO WILL BE PROVIDED FIVE (5) DAYS ADVANCE NOTICE OF ALL MEETINGS.
BUILDING PERMIT FEES:
TO ARRANGE THE ABOVE, PLEASE CALL THE EQUIPMENT SPECIALIST LISTED UNDER THE
PROJECT TEAM SECTION OF THE COVER SHEET.
ALL BUILDING PERMIT FEES SHALL BE THE —CONTRACTOR'S RESPONSIBILITY, SHALL BE
DUE AND PAYABLE TO THE LOCAL JURISDICTION ACCORDING TO THE LOCAL
14.
CONTRACTOR SHALL CONSULT DOCTOR AND/OR BUILDING OWNER AND, WHERE APPLICABLE,
JURISDICTION'S REQUIREMENTS, AND SHALL BE INCLUDED BY THE CONTRACTOR IN THE
BE RESPONSIBLE FOR THE SUPPLY AND INSTALLATION OF THE FOLLOWING:
BASE BID.
PR03ECT
TEAM
a. UPGRADING AND INSTALLATION OF ELECTRICAL SERVICE TO DENTAL OFFICE
CONTRACTOR LICENSE OR LOCAL SUBCONTRACTOR PERMITS:
b. COMPLETE HVAC SYSTEM
c. HOT WATER SYSTEM
IF THE CONTRACTOR OR ANY SUBCONTRACTOR IS REQUIRED BY THE STATE OR LOCAL
d. FIRE SAFETY DEVICES INCLUDING: ALARMS, DETECTORS, EXTINGUISHERS, ETC.
JURISDICTION TO OBTAIN AN APPLICABLE CONTRACTOR LICENSE, OR ANY OTHER LOCAL
e. ILLUMINATED EXIT SIGNS
SUBCONTRACTOR PERMITS, SO AS TO PERMIT LEGAL WORK TO BE PROVIDED FOR THIS
f. GENERAL AND EMERGENCY LIGHTING
PROJECT, THEN THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS INCURRED TO
g. TELEPHONE SYSTEM AND WIRING
SATISFY THESE JURISDICTIONAL REQUIREMENTS.
h. SOUND SYSTEM
MATT
LEA
i. COMPUTER SYSTEM WIRING
EQUIPMENT SPECIALIST ML8117@BENCO.COM
o THE COST OF ANY AND ALL CONTRACTOR LICENSE(S), SUBCONTRACTOR TRADE
(407) 488-2159
PERMITS, SERVICES AND INSPECTIONS SHALL BE THE CONTRACTOR'S RESPONSIBILITY
AND SHALL BE INCLUDED IN THE BASE BID.
a THE PRINTING COST FOR DRAWINGS AND OTHER CONSTRUCTION DOCUMENTS REQUIRED
PROJECT DESIGNER RONNIE
LALUNIO
FOR ANY CONTRACTOR LICENSE(S) OR SUBCONTRACTOR TRADE PERMITS SHALL BE
THE CONTRACTOR'S RESPONSIBILITY, AND SHALL BE INCLUDED IN THE BASE BID.
RMICTICE
FINAL CERTIFICATE OF OCCUPANCY:
ISOLUTIONS1
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE LOCAL JURISDICTION FINAL
CERTIFICATE OF OCCUPANCY, OR ITS EQUIVALENT PERMIT, SO TO ALLOW THE OWNER
TO COMMENCE FULL OPERATIONS, ON OR BEFORE THE DATE OF FINAL COMPLETION.
3. SITE UTILITIES
295 Centerpoint Blvd. 1-800-go-benco
* APPLICATIONS FOR SITE UTILITY SERVICE TO THE TENANT SPACE SHALL BE
Piffston, PA 18640 www.benco.com
COORDINATED BY THE CONTRACTOR WITH THE OWNER. LOCAL SITE UTILITY PROVIDERS'
POINTS OF CONTACT MAY BE INCLUDED IN THE DRAWINGS FOR REFERENCE PURPOSES.
• THE CONTRACTOR SHALL COORDINATE THE ISSUANCE OF ALL LETTERS OF REQUEST
FOR SITE UTILITY SERVICES WITH THE OWNER WITHOUT DELAY FOLLOWING THE AWARD
OF THE CONTRACT FOR GENERAL CONSTRUCTION, SO AS TO CONFIRM SITE UTILITY
SERVICES AND SCHEDULE CONNECTIONS AT THE EARLIEST POSSIBLE CALENDAR DATE.
• ALL COORDINATION OF PROVISIONS FOR THE SITE UTILITY SERVICES BY THE
CONTRACTOR SHALL BE INCLUDED IN THE BASE BID. FEES DUE AND PAYABLE TO THE
LOCAL UTILITY SO AS TO FACILITATE PROVISIONS FOR SITE UTILITY SERVICES WILL BE
DRAWING
LIST
EITHER THE OWNERS RESPONSIBILITY, OR THE OWNER MAY COORDINATE WITH THE
CONTRACTOR FOR PAYMENT BY THE CONTRACTOR, WITH REIMBURSEMENT BY THE
OWNER TO THE CONTRACTOR AT DIRECT COST.
SHEET DRAWING TITLE
ISSUED
DATE
QO. 1 COVER SHEET
DENTAL CONST. DOCUMENTS
07/23/21
Q1.1 DENTAL EQUIPMENT PLAN
DENTAL CONST. DOCUMENTS
07/23/21
Q2.1 DENTAL CARPENTRY PLAN
DENTAL CONST. DOCUMENTS
07/23/21
Q2.2 DENTAL CARPENTRY DETAILS
DENTAL CONST. DOCUMENTS
07/23/21
Q3.1 DENTAL ELECTRICAL PLAN
DENTAL CONST. DOCUMENTS
07/23/21
Q3.2 DENTAL ELECTRICAL DETAILS
DENTAL CONST. DOCUMENTS
07/23/21
SYMBOLS LEGEN D
Q4.1 DENTAL PLUMBING PLAN
DENTAL CONST. DOCUMENTS
07/23/21
WALL LEGEND
Q4.2 DENTAL PLUMBING DETAILS
DENTAL CONST. DOCUMENTS
07/23/21
DETAIL/SHEET TAG SINK TAG
EXISTING
WALL
NEW WALL
EQUIPMENT TAG NOTE TAG
OAM a RACTICE
�Auft I PSOLUTIONS
PITTSTON, PA - DALLAS, TX - COSTA MESA, CA
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P7/23/21
DCD
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C121070-RL
DRAWN BY: I REVIEWED �CHECKED BY:
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0
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CORR. D 3 SOLMETEX HG5 AMALGAM SEPARATOR NEW MECH. ROOM
r7 4 MIDMARK REMOTE WATER CONTROL VALVE NEW MECH. ROOM
-0) C-L4d CORR. B FEA N 5 MIDMARK 3-BUTTON REMOTE CONTROL PANEL (A/W/V) NEW NEW BREAK ROOM 1
6 MIADMARK ULTRATRIM LR CHAIR, ASEPSIS 21 UNIT, ASSISrS INSTR. NEW ALL O.P.s
UNIT REAR HUB MOUNT, & LED LR OPERATING LIGHT PROCENTER
STOR
?1 10 3 COMMUNITY 7 MIDMARK REAR CABINET w/ PIVOTING WORK SURFACE ONLY NEW ALL O.P.s
SERVICE 8 MIDMARK SIDE CABINET NEW ALL O.P.s
6#-7" 9 MIDMARK SIDE CABINET w/ SINK AND UPPER NEW O.P.#1
NEW 10 INSTRUMENTARIUM OP 2D PAN X-RAY NEW PAN
DF C2 11 MIDMARK STERI AND LAB CENTER NEW STERILi
MISCELLANEOUS SMIRILIZATION EQUIPMENT
ADMIN. 12 QUICK CLEAN ULTRASONIC, NEW STERILE (VERIFY LOCATIONS)
-- :CH
if rL
STATIM 5000 AUTOCLAVE, & M1 1 AUTOCLAVE
13 MISCELLANEOUS LAB EQUIPMEN NEW LAB (VERIFY LOCATIONS)
DISPOSABLE PLASTER TRAP, MODEL TRIMMER, & LATHE
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REMAINING MISCELLANEOUS CA13INETRY & MILLWORK BY OTHERS NEW AS SHOWN ON EQUIPMENT PLAN
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CALE: 1/4" = 1'-0"
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PROJECT #:
C121070-RL
DRAWN BY: I REVIEWED BY: HECKED BY:
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PROJECT #:
C121070-RL
DRAWN BY: I REVIEWED BY: HECKED BY:
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.DENTAL CARPENTRY PLAN & DETAILS
SCALE: 1/4" = 1p—Opp
[01LIV ;I:% z I
1. THE DRAWING IS DIMENSIONED FROM THE FACE OF A FINISH WALL TO
THE FACE OF A FINISH WALL, UNLESS OTHERWISE NOTED. THE DENTAL
EQUIPMENT WILL BE DIMENSIONED FROM THE FACE OF A FINISH WALL TO
THE CENTERLINE OF THE EQUIPMENT, UNLESS OTHERWISE NOTED.
2. PARTITIONS SHOWN ARE 5" NOMINAL.
3. ALL BLOCKING WILL BE INSTALLED FLUSH WITH THE FACE OF THE STUDS.
4. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE TO BRACE AND
PROTECT ALL WORK DURING CONSTRUC11ON AGAINST DAMAGE,
BREAKAGES, COLLAPSE, DISTORTIONS, AND OFF —ALIGNMENT ACCORDING
TO APPLICABLE CODES, STANDARDS, AND GOOD PRACTICE.
5. THE CARPENTER WILL BE RESPONSIBLE FOR BOTH THE STRUCTURAL
INTEGRITY AND THE STABILITY OF ALL BLOCKING AND WALL SUPPORT.
6. THE CARPENTER WILI COMPLY WITH ALL BENCO INSPECTIONS, AS NOTED
IN THE GENERAL NOTES IN THE FIRST SECTION OF THESE DOCUMENTS.
7. VERIFY LOCAL & STATE X—RAY SHIELDING REQUIREMENTS WITH
ARCHITECT, CONTRACTOR OR CLIENT.
SECURE TOP PLATE TO STRUCTURE
ABOVE
TWO (2) 2x12 WOOD BACKING
TYPICAL 2x4 STIFFENING STUD
CENTERLINE INDICATED BY DIMENSION
ON PLAN
DETAIL - TYPICAL
PAN X-RAY BACKING
01
REF.:
SOURCE:
N.T.S.
2x10 WOOD BLOCK[NG
OR KITCHEN STEEL FOR
THE LENGTH OF THE
CASEWORK.
CASEWORK SUPPLIED AND
INSTALLED BY BENCO.
CD
00
— 2x10 WOOD BLOCKING
OR KITCHEN STEEL FOR
THE LENGTH OF THE
CASEWORK.
1, J,
DETAIL- TYPICAL
CASEWORK BLOCKING IN TRIS
02
REF.:
SOURCE:
N.T.S.
2x10 WOOD BLOCKING
OR KITCHEN STEEL FOR
THE LENGTH OF THE
CASEWORK.
CASEWORK SUPPLIED AND
INSTALLED BY BENCO.
00
2x10 WOOD BLOCKING
OR KITCHEN STEEL FOR
THE LENGTH OF THE
co CASEWORK.
p
DETAIL - TYPICAL
CASEWORK BLOCKING
03
REF.:
SOURCE:
N.T.S.
0,mmmAptifte I
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ISSUED: DATE:
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DESIGN SCHEMATIC
07107/21
DCD (FOR REVIEW)
07/23/21
DCD
IMM/DD[YY
PROJECT #:
C121070-RL
DRAWN BY: I RENAEWED BY: CHECKED BY:
OTHERS,RL TH
DRAWING TITLE:
DENTAL CARPENTRY
PLAN & DETAILS
SHEET:
Q2.1
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ELECTRICAL NOTES
1. ALL EQUIPMENT WILL BE SINGLE PHASE, UNLESS OTHERWISE NOTED.
2. ALL WIRING WILL BE CONCEALED WITHIN THE WALLS AND/OR FLOOR, UNLESS OTHERWISE NOTED.
3. THE ELECTRICIAN WILL TAG ALL WIRES AT TERMINATION POINTS,
4. THE ELECTRICIAN WILL REMOVE ALL EXISTING RECEPTACLES AND SWITCHES IN THE AREA OF WORK. THE ELECTRICIAN
WILL EITHER INSTALL A BLANK PLATE OVER RECEPTACLE OR SWITCH BOX OR REMOVE BOX ENTIRELY. THE ELECTRICIAN
WILL TERMINATE WIRING AND CONDUIT IN A MANNER IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE.
5. THE ELECTRICIAN WILL INSTALL COMPLETE AND MAKE FINAL HOOK-UP TO THE FOLLOWING DENTAL EQUIPMENT, SUPPLIED
BY EITHER THE DOCTOR OR BENCO DENTAL, INCLUDING, BUT NOT LIMITED TO:
- AIR COMPRESSOR
- VACUUM PUMP
- WATER CONTROL VALVE
- CONTROL PANEL
6. THE ELECTRICIAN WILL BE ONSITE ON THE DAY(S) OF INSTALLATION TO WORK WITH THE BENCO REPRESENTATIVE ON FINAL
HOOK-UP. THE ELECTRICIAN WILL SUPPLY AND INSTALL ANY AND ALL MATERIALS INDICATED IN THE ELECTRICAL DETAILS
SHOWN AND MANUFACTURER'S INSTALLATION INSTRUCTION SHEETS.
7. IN THE EVENT OF ANY EQUIPMENT BEING RELOCATED TO ANOTHER LOCATION, ANY AND ALL CIRCUITS MUST BE
TERMINATED BY THE ELECTRICIAN IN ACCORDANCE WITH LOCAL CODE. VERIFY RESPONSIBILITY WITH THE OWNER.
8. THE ELECTRICIAN WILL SEAL ALL PENETRATIONS THROUGH THE FLOOR WITH A FIRESTOP OR EQUIVALENT WATERPROOFING.
9. THE ELECTRICIAN WILL COMPLY WITH ALL BENCO INSPECTIONS, AS NOTED IN THE GENERAL NOTES ON THE FIRST PAGE OF
THESE DOCUMENTS.
10. ALL 120 VOLT, 20 AMP OUTLETS INSTALLED WITHIN 6 FEET OF A SINK AND THOSE LOCATED OUTDOORS SHALL HAVE GFCI
PROTECTION.
11. ALL 120 VOLT, 20 AMP DENTAL EQUIPMENT OUTLETS INSTALLED WITHIN 6 FEET OF A WATER SOURCE SHALL HAVE GFCI
PROTECTION.
NOTES LEGEND
RECEPTACLES ABOVE &/OR BELOW COUNTERTOPS
(VERIFY QUANTITY & LOCATION WITH BENCO REP AT TIME OF LAYOUT)
ULTRASONIC CLEANER RECEPTACLE - 11OV, 20 AMP CIRCUIT
(VERIFY LOCATION W/BENCO REP AT TIME OF LAYOUT)
AUTOCLAVE RECEPTACLE - 11OV, 20 AMP SEPARATE CIRCUIT
(VERIFY LOCATION & QUANTITY W/BENCO REP AT TIME OF LAYOUT)
q) 2" CONDUIT (SEE DETAIL 08 ON SHEET Q3.2)
ELEMICAL LEGEND
SYMBOL
DESCRIPTION
THERMOSTATIC ON/OFF SWITCH
WIRING, CONCEALED IN WALL OR CEILING
EXHAUST FAN MOUNTED IN CEILING
(VERIFY CFM REQUIREMENTS WITH ARCHITECT)
EXPOSURE BUTTON
CONDUIT, CONCEALED IN FLOOR
AmAiaIiiini'lowifte I
P�TTSTON, PA - DALLAS,TX
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COSTA MESA, CA
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DCD (FOR REVIEW) 07123/21
DCD MM/DDNY
C121070-RL
DRAWN BY: I REVIEWED �.CHECKEDBY:
OTHERS,RL I TH
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SHEET:
DENTAL ELECTRICAL PLAN
Q3.1
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220V, DEDICATED 20A POWER SUPPLY
NOTE: PROVIDE BUCK/BOOST
TRANSFORMER AS NEEDED TO
MAINTAIN A MINIMUM OF
208V TO UNIT. NOMINAL 2"x,3" ELECTRICAL BOX WITH
0
B
D
F
OsT
D To
AIR COMPRESSOR:
MIDMARK P22
04
E
DISCONNECT SWITCH COVER PLATE WITH HOLE. 4—#18'S
SUPPLIED BY CONTRACTOR. (STRAND WIRE) TO CONTROL PANEL,
LEAVE 4' TAIL OF WIRES OUT FROM
POWER CORD (SUPPLIED BOX. SUPPLIED BY CONTRACTOR
W/UNIT) HARD WIRED TO
DISCONNECT SWITCH
FULL LOAD AMPS: 7A
11E (0
n 27"Hx26"Wx24"D w/o SOUND COVER
32"Hx26"Wx25"D with SOUND COVER
SHIP WEIGHT: 285 LBS.
SUPPLIED BY BENCO DENTAL.
INSTALLED BY CONTRACTOR.
VACUUM UNIT:
MIDMARK P3
FULL LOAD AMPS; 11.4
58"Hx 1 9.5"Wx 1 8.5"D
SHIP WEIGHT:
BASE = 402 LBS.
TANK = 68 LBS.
SUPPLIED BY BENCO I
INSTALLED BY CONTRAC
220V, DEDICATED 30A POWER
SUPPLY
NOTE: PROVIDE BUCK/BOOST
TRANSFORMER AS NEEDED TO
MAINTAIN A MINIMUM OF
208V TO UNIT.
NOMINAL 2"x3" ELECTRICAL BOX WITH
COVER PLATE WITH Y2" HOLE. 4—#18'
(STRAND WIRE) TO CONTROL PANEL,
LEAVE 4' TAIL OF WIRES OUT FROM
BOX. SUPPLIED BY CONTRACTOR
DISCONNECT SWITCH
SUPPLIED BY CONTRACTOR.
POWER CORD (SUPPLIED
W/UNIT) HARD WIRED
TO DISCONNECT SWITCH
INSTALL 4—#18 WIRES FROM
CONTROL VALVE TRANSFORMER TO
CONTROL PANEL. NOTE: IF DISTANCE
EXCEEDS 100' USE 16 GA WIRE
INSTALL TWO #18 WIRES FROM
CONTROL VALVE TRANSFORMER TO
WATER CONTROL VALVE.
WATER CONTROL VALVE
TRANSFORMER SUPPLIED BY BENCO
DENTAL. MOUNT WITHIN 18" OF
WATER CONTROL VALVE MOUNTED
BY PLUMBER.
115v 20a GFCI OUTLET
NOTE: UNIT MAY VARY FROM DESIGN
SHOWN, SEE MANUFACTURER'S
INSTALLATION GUIDE.
u
06 UU0
fo .' 600SPOL
AN
4—#18 LOW VOLTAGE WIRES
(TO EAC H U N IT)
CONTROL PANEL
MIDMARK
SUPPLIED BY BENCO DENTAL
CONTRACTOR TO SUPPLY
APPROPRIATELY SIZED ROUGH —IN
BOX FOR CONTROL PANEL.
SEE BENCO REPRESENTATIVE FOR
EXACT ROUGH —IN BOX SIZING.
DETAIL - AIR COMPRESSOR 01 DETAIL -VACUUM PUMP 02 DETAIL- WATER CONTROL VALVE 03 DETAIL - CONTROL PANEL 04
REF.: SOURCE: N.T.S. RER: SOURCE: N.T.S. REF.: SOURCE: N.T.S. REF.: SOURCE: N.T.S.
MOUNT EXPOSURE —
SWITCH TO 2x4 BOX
(SUPPLIED BY
CONTRACTOR)
OR DIRECTLY TO WALL
INSTALL 1"0 CONDUIT —
THROUGH CEILING WITH
MANUFACTURER'S CABLE
SUPPLIED BY BENCO.
INSTALL 220V, 20A
SEPARATE CIRCUIT
UNIT TO BE HARD WIRED
INSTALL 4x4 ROUGH —IN -
BOX WITH SINGLE MUD
RING, BLANK FACE PLATE
WITH 3/4" GROMMET
NOMINAL 2"x3" ELEC.
BOX WITH COVER PLATE
FOR DATA CABLES.
SUPPLIED BY CONTRACTC
SUPPLY CONDUIT AS RE(
PANORAMIC X—RAY:
INSTRUMENTARIUM OP-2D
88.15"Hx37.8"Wx48.8"D
FULL LOAD AMPS: 10A
INE
115v 20a FLEX WIRE WITH 6"
PIGTAIL AND QUAD RECEPTACLE.
(GFCl RECEPTACLES REQUIRED
WITHIN 6' OF A WATER SOURCE)
NOTE: SEE MANUFACTURER'S
TEMPLATE FOR EXACT
ROUGH —IN LOCATION.
TREATMENT ROOM 1�
CONSOLE
11 5v 20a FLEX WIRE WITH 6"
PIGTAIL AND QUAD RECEPTACLE.
(GFCI RECEPTACLES REQUIRED NOTE: SEE MANUFAC
WITHIN 6' OF A WATER SOURCE) TEMPLATE FOR EXAC
LOCATIONS,
NOTE: 2" CONDUIT FOR CC
SEE MANUFACTURER'S TEMPLATE DATA CABLES.
FOR EXACT ROUGH —IN LOCATION. UTILITY CENTER BEL(
\CHAIR
f � FLOOR
QC'Al r)0C'KIIKIf'Q A
_.� 1 11 L-W L.�
DETAIL - PANORAMIC X-RAY WIRING
05
DETAIL - DENTAL CHAIR RECEPTACLE
06
DETAIL - REAR CABINET RECEPTACLE
07
DETAIL - TYP. TREATMENT ROOM CONDUITS
08
REF.: SOURCE:
N.T.S.
RER: SOURCE:
N.T.S.
REF.: SOURCE:
N.T.S.
REF.: SOURCE:
N.T.S.
DETAIL
09
DETAIL
10
DETAIL
11
DETAIL
12
REF.: SOURCE:
N.T.S.
REF.: SOURCE:
N.T.S.
REF.: SOURCE:
N.T.S.
REF.: SOURCE:
N.T.S.
DETAIL
13
DETAIL
14
DETAIL
15
DETAIL
16
REF.: SOURCE:
N.T.S.
REF.: SOURCE:
N.T.S.
REF.: SOURCE:
N.T.S.
REF.: SOURCE:
N.T.S.
IMMASAWAfte PRACTICE
U I SOLUTIONS
PITTSTON, PA - DALLAS, TX - COSTA MESA, CA
1 . 8 0 0 . 4 6 2 . 3 6 2 6 / B E N C 0 . C 0 M
0 HermanMiller
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DESIGN SCHEMATIC
07/07/21
DCD (FOR REVIEW)
07/23/21
DCD
!MM/DDNY
C121070-RL
DRAWN BY 71 REVI�BY.- CHECKED BY:
OTHERS,RL I TH
DRAWING TITLE:
DENTAL ELECTRICAL DETAILS
SHEET:
Q3.2
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(D�TE� PL��BING PLAN
.�A
Z 4�
SINK LEGEND
1 THE PLUMBER WILL SUPPLY AND INSTALL A WATER PRESSURE REGULATOR ON
INCOMING WATER SUPPLY. THE PLUMBER WILL SET THE REGULATOR NOT TO
EXCEED 65 PSI.
2. THE PLUMBER WILL INSTALL THE WATER FILTER (AND THE WATER SOFTENER, AS
NEEDED) ON THE COLD WATER MAIN ENTERING THE DENTAL SUITE. THE WATER
FILTER WILL BE SUPPLIED BY EITHER BENCO DENTAL OR THE DOCTOR.
3. THE PLUMBER WILL SUPPLY AND INSTALL SEPARATE MANUAL SHUT—OFF VALVES
ON ALL SINKS, DENTAL UNITS, AND OUTLETS REQUIRING WATER AND/OR AIR.
4. ALL SINKS AND FAUCETS WILL BE CONNECTED BY THE PLUMBER.
5. ALL PIPES WILL BE CONCEALED WITHIN THE WALLS AND/OR THE FLOOR, UNLESS
OTHERWISE NOTED ON THE BENCO DRAWINGS.
6. THE PLUMBER WILL SEAL ALL PENETRATIONS THROUGH THE FLOOR WITH A
FIRESTOP OR EQUIVALENT WATERPROOFING.
7. ALL PIPES WILL BE FLUSHED CLEAR OF ALL DEBRIS BY THE PLUMBER.
8. THE PLUMBER WILL BE ONSITE ON THE DAY(S) OF INSTALLAnON TO WORK WITH
THE BENCO REPRESENTATIVE ON THE FINAL HOOK—UP. THE PLUMBER WILL
SUPPLY AND INSTALL ANY AND ALL MATERIALS INDICATED IN THE PLUMBING
DETAILS SHOWN AND THE MANUFACTURER'S INSTALLATION INSTRUC71ON SHEETS.
9. THE PLUMBER WILL PROVIDE AND INSTALL ALL WATER SAFETY DEVICES (i.e. CHECK
VALVES, BACKFLOW PREVENTERS, ErC.) IN ACCORDANCE WITH LOCAL CODE.
10. THE PLUMBER WILL INSTALL COMPLETE AND MAKE FINAL HOOK—UP TO THE
FOLLOWING DENTAL EQUIPMENT, SUPPLIED BY THE DOCTOR AND/OR BENCO
DENTAL, INCLUDING, BUT NOT LIMITED TO:
— AIR COMPRESSOR
— VACUUM PUMP
— AIR/WATER SEPARATORS
— WATER CONTROL VALVE AND FILTER ASSEMBLY
11. AN ELECTRIC MASTER WATER CONTROL VALVE AND FILTER ASSEMBLY IS REQUIRED
FOR ANY/ALL COLD WATER LINES FEEDING ALL DENTAL EQUIPMENT. THIS WATER
CONTROL VALVE AND FILTER ASSEMBLY IS REQUIRED WHETHER SUPPLIED BY
BENCO, THE DOCTOR, OR THE PLUMBER. THE PLUMBER IS TO VERIFY THE EXACT
LOCATION OF THE WATER CONTROL VALVE AND FILTER ASSEMBLY WITH THE
DOCTOR/OWNER, AND A BENCO REP AT THE TIME OF LAYOUT AND PRIOR TO
EQUIPMENT SELECTION.
12. THE PLUMBER WILL COMPLY WITH ALL BENCO INSPECTIONS, AS NOTED IN THE
GENERAL NOTES ON THE FIRST PAGE OF THESE DOCUMENTS.
13. GENERAL DENTAL PLUMBING LINES SHOWN ARE FOR GRAPHICALLY DISPLAYING
ORIGINATION AND TERMINATION POINTS. FIELD CONDITIONS MAY ALTER PLUMBING
LINE LAYOUT, PER PLUMBERS DISCRETION. THE FINAL LAYOUT OF THE PLUMBING
LINES IS THE RESPONSIBILITY OF THE PLUMBER.
14. THE APPLICATION OF DRIVE GAS (NFPA, 2012, 99.5.3.7, AS THIS IS NOT
CONSIDERED NFPA "AIR" ) AS NOTED ON THIS PLAN IS NOT USED FOR
LIFE—SUPPORT PURPOSES SUCH AS RESPIRATORS, IPPS MACHINES, ANALGESIA,
ANESTHESIA, AND SO FORTH.
15. NFPA, 2012, 99.5.3.8 VACUUM PIPING
16. NFPA, 2012, 99.5.3.8 SCAVENGING PIPING
NFPA LEGEND
SYMBOL
NFPA
2012/2015
NFPA
2018
O=OXYGEN
99.5.3.6
99.15.4.4.2
N=NITROUS OXIDE
99.5.3.6
99.15.4.4.2
S=SCAVENGING
99.5.3.8
99.15.4.4.4
V=VACUUM
99.5.3.8
99.15.4.4.4
D=DRIVE GAS/
DENTAL AIR
99.5.3.6
99.15.4.3.3.2
99.15.4.4.3
W=W.A.G.D.
99.5.3.8
99.15.3.2.1.5
SINK — SINK, FAUCET AND STRAINER SUPPLIED BY OTHERS. PLUMBER
SHALL INSTALL HOT AND COLD WATER LINES, WASTE AND TRAP
ROUGH —IN PER LOCAL CODES.
SJUK — SINK, FAUCET AND STRAINER PROVIDED WITH CABINETRY
SUPPLIED BY BENCO. PLUMBER SHALL INSTALL HOT AND COLD WATER
LINES, WASTE AND TRAP ROUGH —IN PER LOCAL CODES. PLUMBER
SHALL BE RESPONSIBLE FOR FINAL HOOKUP. SEE MANUFACTURER'S
SPECIFICATIONS FOR EXACT LOCATION AND REQUIREMENTS.
NFPA REFERENCES FOR N20/02 (NON -ANESTHESIA)
2012
2015
2018
MED GAS PIPING,
BRAZING, & TESTING
99.5.3.6
99.5.3.6
99.15.4
MED GAS STORAGE
99.11.3
99.11.3
99.11.3
MED GAS STORAGE
VENTILATION
NATURAL:
MECHANICAL-
99.9.3.6.5.2
99.9.3.6.5.3
99.9.3.6.5.2
99.9.3.6.5.3
99.9.3.6.5.2
99.9.3.6.5.3
CATEGORY 3 DRIVE GAS
99.5.3.7
99.5.3.7
DENTAL AIR
99.15.4.3.3.2
CATEGORY 3 VACUUM
99.5.3.8
99.5.3.8
DENTAL VACUUM
99.15.4.3.3.3
CATEGORY 3 SCAVENGING
99.5.3.8
99.5.3.8
NITROUS OXIDE
SCAVENGING
99.15.4.3.3.4
filAummatake
mclotu
PITTSTON, PA - DALLAS,TX
I . 8 0 0 . 4 6 2 . 3 6 2 6 /
PRACTICE
SOLUTIONS
COSTA MESA, CA
B E N C 0 . C 0 M
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ISSUED: DATE:
ZONE STUDY MM/DD/YY
DESIGN SCHEMATIC 07/07/21
DCD (FOR REVIEW) 07/23/21
DCD IMM/DDNY
PROJECT #:
C121070-RL
DRAWN BY: t REVIEWED BY.TCHECKED BY:
TH
OTHERS,RL _T
DRAWING TITLE:
DENTAL PLUMBING PLAN
SHEET:
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2" PVC SCH#40 PIPE TO ABOVE
CEILING OR TO NEAREST RETURN
AIR DUCT FOR FRESH AIR
MANIFOLD AND FLEX
CONNECTING TUBING SUPPLIED
BY BENCO DENTAL
Y2-0 COPPER LINE TO ALL
LOCATIONS/UNITS REQUIRING
DRIVE GAS/DENTAL AIR
AIR COMPRESSOR:
MIDMARK P22
27"Hx26"Wx24"D w/o SOUND COVER
32"Hx26"Wx25"D with SOUND COVER
SHIP WEIGHT: 285 LBS.
SUPPLIED BY BENCO DENTAL.
INSTALLED BY CONTRACTOR.
INSTALL 2"0 GALVANIZED STEEL
Y2" COLD WATER LINE
PIPING OR COPPER PIPING
TERMINATED WITH BALL
(TYPE M) FOR FIRST 15' THEN
VALVE AND GARDEN HOSE
SWITCH TO 2"0 PVC SCH#40
CONNECTION
PIPING "DRY" EXHAUST VENT
TO OUTSIDE.
INSTALL 1)/2"0 PVC SCH#40
/1101 VACUUM HEADER FROM
VACUUM UNIT:
TREATMENT ROOMS.
MIDMARK P3
(SEE DETAILS 03 &
58"Hxl9.5"Wxl8.5"D
04 THIS SHEET)
SHIP WEIGHT:
BASE = 402 LBS.
COLLECTION DRAIN OPTIONS
TANK = 68 LBS.
TANK CLOM om
SUPPLIED BY BENCO DENTAL.
yum MN
um PIPE
011,
INSTALLED BY CONTRACTOR.
POWER UNIT
2" FLOOR DRAIN
//—(OPTIONAL DRAIN
CONNECTIONS
SHOWN ABOVE)
USE ONLY 45' OR LONG RADIUS, DWV FITTINGS WHEREVER POSSIBLE. NO 'HEAD—ON'
INTERSECTIONS (TEES OR CROSSES) OR SAGS ANYWHERE. ALL LINES FALL WITH A
DROP OF )14"' IN EVERY TEN FEET OF LENGTH TOWARDS THE CENTRAL VACUUM UNIT.
USE ONLY D.W.V. FITTINGS ON THE MAIN
TO ACCEPT SMALLER PIPE SIZES.
INSTALL X" STRAIGHT COPPER STUB
2" ABOVE FINISHED FLOOR OR
MANUFACTURES SUPPLIED VACUUM
TERMINATION CONNECTOR.
TOP OF DECK
lY2" PVC RISER
%" PVC SCH #40 HEADER WITH A
Y4" PER 10ft SLOPE DOWN AND
BACK TO THE VACUUM PRODUCER
NOTE: USE LONG SWEEP FITTINGS
AND WYES
DETAIL - AIR COMPRESSOR 01 DETAIL -VACUUM PUMP 02 1 DETAIL- VACUUM PIPING 03 1 DETAIL- VACUUM PIPING 04.
REF.: SOURCE: N.T.S. REF.: SOURCE: N.T.S. I REF.: SOURCE: N.T.S. I REF.: SOURCE: N.T.S
$I __
I A2 .)Irl?T'+U
VACUUM UNI-
SEE VACUUM
PUMP DETAIL
VACUUM HEADER FROM
TREATMENT ROOMS.
SOLMETEX hg5 AMALGAM
SEPARATOR
SUPPLIED BY BENCO DENTAL.
INSTALLED BY CONTRACTOR.
THIS WORK TO BE DONE BY
THE PLUMBING CONTRACTOR.
NOTE: ACTUAL UNIT MAY
VARY FROM DESIGN SHOWN,
SEE MANUFACTURER'S
1114C)IMLLMHU114 VuluL.
COPPER LINE OR EQUAL
TO ALL DENTAL
EQUIPMENT REQUIRING A
COLD WATER SUPPLY. T1
PLUMBER IS TO VERIFY
THE EXACT LOCATION OF
THE WATER CONTROL
VALVt ANU �ILItK
ASSEMBLY WITH THE
DOCTOR/OWNER, AND A
BENCO REP AT THE TIME
OF LAYOUT AND PRIOR TO
EQUIPMENT SELECTION.
SHUTOFF VALVE BEFORE
WATER CONTROL VALVE
AND FILTER ASSEMBLY
WATER CONTROL VALVE
AND FILTER ASSEMBLY
SUPPLIED BY BENCO
DENTAL
MINIMUM OF 6"
CLEARANCE REQUIRED
BELOW FILTER FOR
CHANGING OF FILTER
CARTRIDGES.
Y2"O COMPRESSED AIR UNE.
X" MALE PIPE THREADS 1"
FROM WALL, %" ANGLE STOP
VALVE, CHROME COVER
NOTE: VERIFY QUANTITIES &
LOCATIONS WITH DOCTOR AT
TIME OF LAYOUT.
COLD WATER SUPPLY
W/ %" ANGLE VALVE
STOP WITH
ESCUTCHEON
MODEL TRIMMER
EXACT LOCATION TO BE
DETERMINED BY OWNER
PVC ADAPTER
SUPPLIED WITH TRAP
FLEXIBLE HOSE
SUPPLIED WITH TRAP
DISPOSABLE PLASTER
TRAP
NOTE: CAPS SUPPLIED
WITH TRAP ARE FOR
TRAP DISPOSAL, DO
NOT DISCARD
Om
DETAIL - AMALGAM SEPARATOR 05 1 DETAIL- WATER CONTROL VALVE 06 1 DETAIL- TYPICAL AIR OUTLET 07 DETAIL - MODEL TRIMMER / PLASTER TRAP 08 1
REF.: SOURCE: N.T.S. I RE F.: SOURCE: N.T.S. I REF.: SOURCE: N.T.S. REF.: SOURCE: N.T.S.
FLOOR
VACUUM LINE. Y2"ID STUB. SEE
DETAILS 03 & 04 ON THIS
SHEET.
DRIVE GAS/DENTAL AIR LINE. Y2"ID
STUB W/-Ys"OD COMPRESSION
VALVE.
DRAIN — 1Y P—TRAP IN LINE
TO CONFORM WITH LOCAL
BUILDING CODES.
COLD WATER LINE. Y21D STUB W/
3/s"OD COMPRESSION VALVE.
HOT WATER LINE. Y21D STUB
W/%"OD COMPRESSION VALVE.
*NOTE: SEE MANUFACTURER'S
TEMPLATE FOR EXACT ROUGH —IN
LOCATIONS.
r ............. i
r- — — — — — — — — — --
N,
---------- li it
DENTAL COLD WATER LINE. Y2"ID
STUB W/ 3/8"OD COMPRESSION
VALVE 4" A.F.F.
COMPRESSED AIR LINE. ;V2"ID
STUB W/%"OD COMPRESSION
VALVE 4" A.F.F.
'*'—ORAL VACUUM LINE. ),2"ID STUB
4" A.F.F.
*NOTE: SEE MANUFACTURER'S *NOTE: SEE DETAILS 03 & 04
TEMPLATE FOR EXACT ROUGH —IN ON THIS SHEET FOR VACUUM
LOCATIONS. PIPING REQUIREMENTS
A
VACUUM LINE — REDUCE RISER
TO X" COPPER PIPE.
TERMINATE STUB AT 2" A,F.F.
SEE DETAILS 03 & 04 ON THIS
SHEET.
DRIVE GAS/DENTAL AIR LINE —
X" COPPER LINE WITH X" ANGLE
STOP AND V COMPRESSION
FITTING. TERMINATE STOP NO
HIGHER THAN 4" A.F.F.
*NOTE: SEEE MANUFACTURER'S
TEMPLATE FOR EXACT
ROUGH —IN LOCATIONS.
DENTAL COLD WATER — X"
COPPER LINE WITH X" ANGLE
STOP AND %" COMPRESSION
FITTING. TERMINATE STOP NO
HIGHER THAN 4" A.F.F.
DETAIL- STERILIZATION CABINET PIPING
09
DETAIL- TYPICAL REAR CABINET PIPING
10
DETAIL - TYPICAL UTILITY CENTER
11
DETAIL
12
REF.: SOURCE:
N.T.S.
REF.: SOURCE:
N.T.S.
REF.: SOURCE:
N.T.S.
REF.: SOURCE:
N.T,S.
DETAIL
13
DETAIL
14
DETAIL
15
DETAIL
16
REF.: SOURCE:
N.T.S.
REF.: SOURCE:
N.T.S.
REF.: SOURCE:
N.T.S.
REF.: SOURCE:
N.T.S.
ImAftAmAtme PRACTICE
AM11MU I SOLUTIONS
PITTSTON,PA - DALLAS TX - COSTAMESA,CA
1 . 8 0 0 . 4 6 2 . 3 6 2 6 / 8 E N C 0. C 0 M
0 HermanMitter
NE
E
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0
cn
Jc
.j
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4.4
cu
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ISSUED: DATE:
ZONESTUDY MMIDD/YY
DESIGN SCHEMATIC
07/07/21
DCD (FOR REVIEW)
07/23/21
DCD
MM/DDIYY
PROJECT#
C121070-RL
DRAWN BY: f REVIEWED CHECKED BY:
OTHERS,RL TH
DRAWING TITLE:
DENTAL PLUMBING DETAILS
SHEET:
Q4.2
I$" Date
09-03-21
Midmark Quotation
6�b
midmark-
"d k, Terms & Conditions
mi mar
ProJect Information, Ndmork Rep Informaillon: Designer InIbrmatlow
Project Name., Premier Zyphyrhflls P1`0*Ct Rep: Scott E Smith Designer. Antrurn Stewart txt: 128743
Midmark DraWings
Ptoject#:DS211512 Phase.-Ol Rev:2 Emall.-Sesmith6midmork-com Ernal:astewort@rnidmork.com
Agreeml Dental 2021 Synthesis Pricing Phone: 1-800-MIDMARK
Project No -me: Premier Zyphyrhills
Mildmark Order Policy Shipping and Receiving Policy
- Order will not be sent to scheduling until a purchase order, signed Cabinetry Packaging: - Cabinetry accessories and equipment w0l be
drorvAng and field measurements (if applicable) are received. boxed.
Project DS211512
- Installation is not included unless noted otherwise. Orders shipped via common L71- carrier or full truckload carrien.
- Taxes and plumbing hook-ups are not included in the pricing, Please specify your preferred delivery dote,
Phase: 01
- Order needs to be placed with an authorized Midmark distributor. - Pref erred delivery, date is not guaranteed based on tAidmork lead time.
Order Changes and corrier's avollabl[ity.
Rev: 2
- Please specify if delivery site is NOT able to accept delivery on a
- AN changes should happen before the receipt of the order,
full-size, 53' truck and trailer,
- Order changes made after receipt of an order may incur a change fee
Date.- 6[2812021
- Report any damaged goods or short shipments to the freight comer and
and a shipping date change. This fee win cover motericts, labor. and
contact Midmark Corporation immediately.
handling costs,
Project Rep.- Scott E Smith
- Please specify if rift gate is required.
- All changes must be submitted in writing. Upon review and opproval - Orders ship per the policy on Re,
of changes, ft order will be moved to the next available ship dote.
sesmith@mid.m-or,k.com
Delayed/Rescheduled Ship Dates Lead Times
Designer Antrum Stewart Ext: 128743
- Request to reschedule orders that ho-ye not bten b - Ccbnetry lead rime on standard items on d color " weeks"
, � I uilt wol be Moved EquipmentYWork4tati&A lead time: 1-3 weeks"
to the next available ship date,
- Request 10 reschedule or delay shipment of orders that hove been built Cobine try lead time on Artizon, custom colors: 6-10 weeks"
astewart0midmark.com
vvill incur storage andhandling fees until sKipped. "te, ad times are subject to change based on volurne and quah"es
Phone., 1-800-MIDMARK
Order Conce4fallon
- Cancellation 48 hours from time of order placement is subject to
penalty. An assessment will be made of time of cancellation to
determine the amount of penalty including material, labor and
handling costs,
- Conceflations must be received in writing. Non-standord color ond
custom configuration orders may not be cancelled without penalty.
Return of Merchandise
Custom Cobinetry and Workstations are built -to -order and are
These drowings are the sole property of NUdmork Corporation and ore to be used few Illustrafflon only.
Actual product appearance may vary.
non -returnable,
Me: PI lyphyrNk M111512 Phose 01 Rev: 2 Signed Drawings Required To
Approvals
Project Name: Premier 2yphythilis
Project
6Z;6 Process ordef
midmark
#., D5211512
midmark
Phase: 01 Rev: 2
Floor Plan View
wwwMtjmork.com
design Oft'Ornork.torn
I acknowledge the folloming for all applicable pages,
Phone: 1-800-MIDMARK
Approv0d Revis!pd to Reflect
Colors & Finishes
VK
6L 7!
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Configurations, Sizes& Field, Measurements
Terms, Conditions & Delivery Instructions
Signature
Date
I lip
Cabineiry
Countertops
Panet Styles.- Cove
Materials: Solid Surface
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2008
Revisions
A
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Sheet No.
MDK-1
TT
issue Date
09-03-21
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Note: AN local. AM-.. cTd led. it -rJ —,%-t x V . . . . . . . . . . . . . . . .
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be used fOr Illustration onty.
Actual product oppearance
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pooa� Style-
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Mande:
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Lock:
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Inck4ed TCO Motenck. Solid sugace
AC2Z04O& AC27.OM I � Top Coke', TOD Sobd Surfoce
None Note:
USXA620�,AAW-162D-Al (MY-A-� Maw)
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Note:
Lock:
No Lad
W%
An D%w 4in Dwr
An Dwr
8in Dwr
I Rol 0 1 80" 1
Project 4: DS211512 Phose 01 Rev: I Signed MmWn93 Required To
Process Order
None Top Motfticd-, SOW Surface
None Top Com TBO Sob SLWorze
Mme Note: SirWFaucel not include-4 -711 IDZ) i
Sink.; mom MOW)
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Revisions
A
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MDKm2
Issue Date
09-03-21
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3().W'------7r24.C(Y'------.Yl
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4in DvYr
4in Dwr
Trash
Can 8in Dwr
No=
B020
I if 30-Wf
Project #, DS211612 Phase Of
None Top Mde":
AC22.0406 TCP Cokx-,
None "0:
Sint:
Signed MOVAngs Required To
Process Order
Faucet-. CPA-PNIMSPS-1,
Prolisci Norne: PrenIer Zypbyrhgls Projed DS211512 phMe 01 Rev, 2
Signed Drawfings Required To
Process Order
I MTRDWoodgroWMelcific
TestA)ht, None
Tor-, Moleriol- Sofid Suface
midmark
prwFoor
Panel SW Cove Ponef
&MWT*t-. N6AL%
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Too Cd�m! TRD S o#d Sutloce
Note: $**Aoucet not inckided
www,midrnorkxom
Honde: None
Nole:
NCAW
(000)
Ftwne-. I MD-tWDMARK
Lock,' No Lock
Note',
Ops 2-4 Side Cobs (Qty: 3)
41n DwT 4in Dwr
4in Dwr
Bin Dwr
1 8020 1 B099 I R009 I
wp,vk.ir%n, F1
MINTO �75 =-Mfl� 4
6%
midmark
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a -1
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be usad fo(Mustroflon onty-
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None Top co&x:
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MDK-3
Issue Date
09-03-21
Project Nome., Prenier ZyphyrhMs Project U: DS211512 Phow 01 Rev: 2
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be used fwillwtrallon only,
ACtUd prodoCt oppearome
May VCrY.
ME
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Pwoject C W211-612 Phase Of
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Ven, WICWed 70P Czxw,
Not kx*4ed X-Ray shlefdk1w
Nol b-�ckx:k--d Sink-.
NDI lmhoded Faucet-
sted ITS (Qty* 4)
r—swwm, mewimn Tprn"ntift- 9M77-RJ4MJ,5 f?fq%ifdfIn- F) Frrgv,,ugn IV.19 I I r.ei,�-wrvk nrmAkws 1p.motntp- 90-77,504M] -5 1?0.vkinn - Fl Ar.rprAulofl 14/19
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Rev: 2
S19fted DmWkVi Requked to
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fWuded
Top Moterk*.,
ho�cess Order
midmark,
Accallt FWMI I M110 Woc47drVMetaft
CJMJ Vent.
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Top Cobc
TBD ScOd Sutfme
Pane4 Slyie., covepaneA
Pfocenter mounf-�
Not InCtuded
X-RCY V"dflg�
1
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7 W2%
None
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N*t IfKAided
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Phone: ).=-MIDMARK
Lock", No Lock LAB Hub Moutt
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Job Nunber
2008
Revisions
A
I ml
ME
Sheet No.
MDK-4
left
Issue Date
09-03-21
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K�N
At
Design Considerations.-
* Tops thot exceed I "'or form an I" or "U"
shape will be sent as multiple pieces and
require field seaming by a qualified solid
surface fabricator.
* Integrated and undermount sinks and chutes
will be attached.
* Sink and faucet cutouts provided only if sink
and faucet are purchased from midmark.
* Tops vAll be manufactured based on the field
measurements provided at the time of order.
Tops may be sent long. See elevations for
exact countertop width.
* Side sp4ashes next to tall towers ond drop
down ultrasonic areas will be nonwrapped (see
detail drawing).
* See color guide for standard color options.
Confirm availability for nonstandard color
options. Extended lead timewill apply,
Material:
* I /Z'thick solid surface material.
Features:
* Outside corners of solid surface tops Will have
3/8!'radius,
* Standard countertop overhang for base
cabinets is 1/2".
Integrated solid surface, sink will be
Glacier White.
Loose set on side splash available.
f-_. n-4-:1 �n " CC rvv�nA
Solid Suftce Detal C
Integircited Backsplash 0.6'x 2.5"
Detail drawings:
See Side Elevofion
0.5
4. 2.5 0-375' R
Counfertop Detail R
Wrapped Side Splash Detail Wrapped Side Splash Side Splash Front Detail
Front Edge 3D
Non Wrapped Side Splash Detail Nonwrapped Side Splash Side Splash &
Front Edge 3D Backsplash 3D
r%-4—� - 0-211co
17110
Grommet Detail Sheet
Lamirtole counteriop, Grommet is a separate pad, it vvill be o One item in the pricing.
midmaa�k Corian cQiintertop;
Part of the countertop � Yes. grornmet is part of the counlwtop: it wig not have a line item in the p(icing.
Pcwt of th counterlop = No, 91-Ommet is 0 separate port; it vAl be a line item in the pricing,
Waste Grommet
AC20,0601 AC23.0401 AC23.0601 AC28.0602
Cok:)r: Block
Sljze� 6in opening Color: Black Color: Block Color: Stainlass Steel
Pad of a Colion countertop: No Size: 41n opening Size: 61n opening Size. 5.375in opening
Includes Trash Con Pori of a Corian countertop: No I Part of a Corian co unterfop: No Part of a Corion countertop: No
Waste Chute Sharps Drop
AC21.0406 AC21.06" AC22.0406 AC22.0606 AC29.0406
Color White Color: White Colm White Color: White Color White
Size: 4in opening Size: 6in opening Size: 4in opening Size: 6in opeWing Size: 4in opening
PCIrt of o Corian counterfop--,�es Part of a Corion countertop.- Yes Pail of a Corion countertop, Yes Part of a CQrion coVnte
rtop; Ye� Part of o Corian counteitop: Yes
Wire Grommet
AC24.0201 AC2S.01 01 AC26.0101 AC27.0201
cotor'. Putty Color: Block Color Pulty Color Block
Size: 1.625in opening Size:.5625in opening Size-, 5625in opening 5ize. 1.6251n operting
Port of a Corion counterlop: No Tart of a Corion covntertop: No Part of a CcOon countertop, No __[Port ofa Corion countertop: No
-----^4 n,#-jj 'M 7q DC r.'V�A7 �- I
Design Considerations:
* Tops that exceed 144'or form an 1" or "U"
shape vAll be sent as multiple pieces and
require field seaming by a qualified solid
surface fabricator.
* Integrated and vndermount sinks and chutes
will be attached.
* Sink and faucet cutouts provided only if sink
and faucet are purchased from Midmark.
* Tops will be manufactured based on the field
measurements provided at the time of order.
Tops may be sent long. See elevations for
exact countertop width.
* Side splashes next to tall towers and drop
down ultrasonic areas will be nonwrapped (see
detail dravAng).
I See color guide for standard color options,
Confirm availability for nonstandard color
options. Extended lead time will apply.
Material:
1
60IMim, M bm- MTN
Solid Surtace Detcli IF
Set -On Backsplash 0.5" x 2.r
Detail drawings:
See Side Hevation
D.5
2's
4. 0-25'
4--
R 0.25'
Countertop Detail
117'thick solid surface material. Wrapped Side Splash Detail Wrapped Side Splash Side Splash Front Detail
Front Edge 3D
Features:
* Outside comers of solid surface tops will have R LOW
3/9'radius.
* Standard countertop overhang for base
cabinets is 1/2'%
* Integra led solid surFace sink will be
Glacier White.
* Loose set on side splash available. Non Wrapped Side Splash Detail Nonwrapped Side Splash Side Splash &
Front Edge 3D Socksplash 3D
n-4-3 C3"--#- -.n -7n 0c: rVIAn'.
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Job Nuffbw
2008
Revisions
A
Sheet No.
MDK-5