HomeMy WebLinkAboutBuilding Plan REVISIONDATE FILED: � PERMIT #: `� 6 U 2- 10
REVISION FEE: CDs- 06) RECEIPT #: �?25 IS
ST. LUCIE COUNTY
DEPARTMENT OF COMM[UNITY DEVELOPMENT
BUILDING & ZONING
2300 VIRGINIA AVENUE
FORT PIERCE, FLORIDA 34982-5652
772-462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE
ADDRESS: F A 1"^ v> { L--LIC- r6;r
uc; 2
2. DETAILED DESCRIPTIONS OF PROJECT
REVISIONS: �-, n . _L2 ,+
3.
CONTRACTOR INFORMATION:
ST. OF FL REG/CERT #: ST. LUCIE COUNTY CERT #:
BUSINESS NAME: V ° l9 Fl evo i nu s
QUALIFIERS NAME:
ADDRESS: 16) 64 A1,4" A4= (j,f
CITY:, a'��aq STATE ZIP:
PHONE (DAYTIME): FAX #
4. ARCHIT/ENGINEER:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
12/19/02
ULe
STATE ZIP:
FAX#
WALL CABINETS
PROVIDE WALL BACKING 74!-11" V.I.F.
80 2" 71-2" 1, L5" 8'-8" 1115 65" 17'-7" 65" io'-i"
EXISTING HOLD 1 HOLD 14 HOLD
REFRIGERAT 1
BY325- MICROWAVE &A
§AAM, BY BANKUNITED
WIDE CABINETS
3 ___j SAFE ------------ COPIER C.S.R. CUBE 3
L-J CASH � Bk BANKLINI W C.S.R. CUBE
DO LE NK BY OTHERS L_LOUNIER TOP + 36" -j COUNTER TOP + 36* [10:2:]
UNIS X
EXISTING x
TD7
X 711N CLEAR FLOOR I SPACE
G TOILE RM.
30" WIDE, 48"IDEEP 0
z ="3
Ell 1:1 p TOP +134- TELLERWO ROOM I TELLER AREA
Ln COUNTER IB 107 - co 17 NEW FURRING x Ilt 1 0,07106 FUTURE I
GYP. 8D. THIS WALL uj L — — — —II TCD 40/50 a >1 9A
SEE DETAIL PLAN SHT. A-3 V A�
z
CD 4A-
HEIGHT TO BOTTOM OF FIXTURE: 20'-0"-
NEW ATM LIGHT- TYPE "SB" KIM #WD18X4
WEST SIDE
-4" OF FRAME
OLD
ATM ROO 14
101 1
9
A
m N
1 91 1 1-41wi 'US FA
OUNTER TOP + 42-
EXIISTING
DOOR 5'-0" V-7
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414
SEE DETAIL PLAN
Igo, R-11 BATT INSUL ►-POSIT AREA G
AH 4 WALLS I FE LINE OF SO'
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PHONE DATA RM. S
WAII MOUNI AC UNIT C14
Fl-1-4
it MINI -SPLIT SYSTEM
PROVIDE WALL BACKING
r4Q G
MINI -SPLIT SYS11M
:k�"� PROVIDE WALL B kCKIW COUNITER TOP
TELLER LOBBY
- /PROIDE WALL ACKING
SAFE F103
BY OTHERS
LINE OF SOFFIT AB1
SA 4�-10" --
ON
MANAGER)
L
OFFICE
ul)
'-l" AT ANGLE
TYPIC AL ALL WAH S
CORS KEEPT CLOSED, LOCKED HALL HEADER
URING BUSINESS HOURS UNLESS SHOWN OTHERWISE - -
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L- - - - - - - -I - - - - - - - -
L4'-0" 6' 0"
PHONE DAT RM. AC SPLIT CU. UNIT MOVED TO ROOF 5-26-05
FLOOR PLAN
SCALE 1/4" = 1'-0"
PA?HOE )ATAll M.
91purcvNt2' STA
HEIGHT TO BOTTOM OF --;XTURE: 13'-0 D 2�-O.�=1-1� EDGREIGHT TO BOTTOM OF FIXTURE: 13'-2"
NEW ATM LIGHT- TYPE "SC" KIM #WD18X4-,, F7 NEW ATM LIGHT- TYPE "SC" KIM #WD18X4-,,
17 22
A-4 It SEA�-nNGAR�EA.
-4
(OD D A
.1 1 L—L)
7'-0" HleWWALLS COFFEE MAKER
�12"— 6'-4 1/2" L s-ll
BANK LOBBY
100
19
A-4 A-4
I- -I F- -I ST SIDE
1, J5" 1 12'-$" 1 o FRAME
LOANI
4 OFFIC
A-4 1 MO5
L
HEIGHT TO BOTTOM OF FIXTURE: 20'-0" A
NEW ATM LIGHT. TYPE "SB- KIM #WD18X4
EXISTING DOWNSPOUT
BY SEPARATE PERMIT
EXISTING PAINTED
EXISTING DOWNSPOUT
CONCRETE BLOCK
1/2- RAISED X WIDTH SHOWN, SAND RNSH
GBankUn
NOT COVERED IN STUCCO
NEW RAISED STUCCO BANDS, SAME DIME14SION
AS ON FRONT ELEVATION-
it ed
TOUCH UP PAINT TO MATCH AS NEEDED
RADIUS = 43'-6"
PAINT TO MATCH "AREA B" ON FRONT EIEVATION
A
26
I-M-0
p
3
0" M.O. 3
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us
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3'-
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.7"
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3'-7-/
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EXISTING PA
NTED
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CONCRETE B
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I
NOT COVER E
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co
TWO PROPOSED FIXED WIND O
NS
S. COLOR TO MATCH MATERIAL
ALUM. FINISH OF EXISTING 1
13
b
PLAZA WINDOWS, "IMPACT"
+ FRAMES
TWO PROPOSED FIXED WINDOWS EXISTING PAINTED CONCRETE BLOCK PREP FOR NEW STUCCO EXISTING PAINTED
ZUTATERIALS, COLOR TO MATCH EXIS�G
NORTH ELEVATION
AS PROPOSED FINISH. CONCRETE BLOCK
PANT"AREA
GLASS: LIGHT TINT, IMPACT RATED, NO HURRICANE SHUTTERS PAINT TO MATCH A" ON FRONT ELEVATION NOT COVERED IN STUCCO —
MATH
SCALE 1 A." :=
1'-0"
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AREA E 7AA"
SCALE 1/4" = 1'-0"
AML
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EQUAL
VVEST ELEVATION AS PIRCPOSED
SCALE 1/8" V::O"
7523
'I t e
------_L1DCATE- NEW LIGIjT AT CENTER
vr+ UDE +/- I PIER BELOW
B•OkLlnited
j A
15" HI X 4-, WDE STEE! PANEL ON
so
INFILL PANE UNDER ATk� OPENING,
MIN
0
NEW AIM AND FIBERGLASS SURROUND
SURROUNDCOLORS: STANDARD BANKUNITED BLUE.
NEW ATM LIGHT' TYPE "SB" KIM #WD18X
ALL CONDUIT FOR NEW LIGHTS, NOT HEIGHT TO BOTTOM OF FIXTURE: 18'-M
VISIBLE FROM WEST ELEVATION.
arse
43'-7" L—AIN ---RS
F1
r., A 4 1 RA1*,0xr,4- /0
ST LUCIE COUNTY
BUILDING DIVISION
REVIEWED
REVIEW FOR COVPLIA E
ED Y
DATE &
S NO PERMIT
MUST BE KF.PT ON JOB OR
N-0 I,NSPFCT;ON WILL BE MADE I
PARTITION TYPE SCHEDULE DCiOR SCHEDULE ALL HARDWARE TO MATCH BANK UNITED 'STANDARDS- 'DOOR KEY ROOM F I NISH SCHEDULE ALL FINISHES TO MEET NFPA 101 38.3.3 ROOM FINISH KEY SCHEDULE
KEY TO FLOOR FINISHES KE T` TO WALL FINISHES
TYPE"A" EXIST. 1 HR. FIRE RATED SEE WALL SECTION 3/A-3, PAT` -1 AS NEEDED PRI�AA VISTA HARDWARE 1. PLAN INDICATION: NOTE: WOOD FRAMES SHALL BE FINISHED TO MATCH DOOR.
FLOOR BASE
C-4 00 , cr A--\ " WALLS CEILING REMARKS: AA VINYL COMPOSITION TILE F GYPSUM WALLBOARD PAINTED
z DOOR MARK FRAMES. STOPS: POPLAR, STAINED ROOM
25—G A AT 24" O.C. FROM LA UNDERSIDE V) NUMBER CODE A METAL STUDS ERSIDE +1 0 LIJ 0 uj ROOM NAMEMAT FF CARPET GLUED DOWN
BOARD, PROVIDE 'ZIP" DEAD AT TI-F E A— �1 D E w p Z , -, a- cn BANKUNITED STANDARD I WAY GLASS MAT'L. MAT'L. MAT'L. FS GYPSUM WALLBOARD PAINTED
B EXIST. CEIL G ID. W1 1 LAYER EA. SIDE 518- GYP. < 0 b a: U-) W 2. DOOR TYPES: I ---- MM PORCELAIN TILE WAC.WAP"' SANITARY TVIDIP TO f"CII
ALL WALLS TYPE "3
UNLESS NOTED, SEE WALL SECTION 5 A-3
Z
I
03
11
TYPE 'C" EXIST.
8" CMU: ADD NEW 1X2 PT DOUBLE FURRING, 5/8' GYP. BD.,R-5 A,-F'
6/A-3
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OPENING SIZE
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REMARKS
7'-0 1
TEMPERED CLASS
IGH OPEN ABOVE GLASS DIVIDER W/ 1/4 NPERED SAFETY `1 ASz
1-0'
�N�TYPEV
SEE ELEVATIONS
DETAILS, NOTES SHEET A-3, A-4
X 7'-0" X 1 3/4-
EVS7. STOREFRONT DOOR
B
AL
ALC
AL
YESI
1
>5*
V
DE
TYPE"E* 7'-0" HIIGH
NORTH SIDE,
OPEN ABOVE 3 5/8" X 25 GA. MET. STUDS 16" 00, (2 2X4 S TC�-,
". BD. AT TOP, STEEL "I! AT BASE, NORTH "SIDE,8" X 8" ;�;, f,
AT 2
-0' X 6'-8" X 1 3/4"
Exiir. HAM. EXTERIOR DOOR
A
HM
MP
HM
Z7
A (AA) B (BB)
_LES
D
PANEL 12
X 18 , TOP AT +6
BANK LOBBY 100
MM
A3
F
2
ALL 18* X 18"
KEY TO BASE 19NISHE5
KEY TO CEILING FINISHES A2 4" NANYL
SEE NOTES ON CEILING PLAN
FOR ALL CEILING TYPES, ETC. A3 WOCD 5 1/2* X 3/4" STAINED
A4 PORCELAIN TILE 4" X 18" TOP
I 2X4 ACOUSTIC LAY IN EDGE POLISHED
2 2X2 ACOUSTIC LAY IN
5 GYPSUM WALLBOARD PAINTED
1 1
L ------ j
ATM ROOM 101
AA
A2
F
I
CSR DESK AREA (2) 102
FF
A3
F
2
TELLER LOBBY 103
MM
A3
F
2
MANAGERS OFFICE 104
FF
A3
F
2
AT STL 1", (3)j1/4!I
X 2"_.CONC. PEN. TO SLAB, + (3) 3/8 LAG BOLTS, TO VERT 2,1 LX�) 3 3'-C* X 6'-8" X 1 3/4" 1-' SC WS W W 4 2 6 3. DOOR CONSTRUCTION: 4. FACING & FINISH-
- - HC = HOLLOW CORE WP = WOOD PANTED (SEMI -GLOSS)
PARTITION, PATCH GYP. BD. TO MATCH EXIST. AS REQUIRED 4-1 B SC WSJ TS W w 5 3 4 HM = HOLLOW METAL ALC = ALUMINUM COLOR ESP WHI
WNDOWS: RETURN GYP. BID. TO WINDOW FRAME, ADD V BEAD, SFAJA-�jl - AL = ALUMINUM & GLASS MP = METAL PAINTED
X-25-GA. ME —2r--OT.TR-OM-T?F BD. A SC WS W W YES 4 2 SC = SOLID CORE WS = WOOD STAMED, RED OAK, STAIN AS SELECTED
METAL AT SOFA 1 P T, 0. OTT. 6. FRAME MATERIAL
W/ 5/6* GUP. BD. ON ALL EXPOSED SIDES UP TO EXIST. GRID W/ SAME ZIP BEAD 4-1 A'3'01f� 6 D SC WS 1W W 5 H9 985W METAL 5. GLASS:
AL ALUMINUM
ELEVATION NOTES TS TEMPERED SAFETY
-- 7 B SC WS Ts W W YES 4 3 4 N = NONE GYP. BD. L = LAMINATED IMPACT GLASS
SEE SPECS. 1 16 1 S OP
1 8 A SC WS W 44FNING ONLY 1W =BANKUNITFD STANDARD 1 WAY GLASS
SYSTEM, NEW GLASS, SEE DETAILS i HI. GATE WOOD PANEL 12' X 18", TOP AT +6'
1 FRAME SEE DET.
EXIST, 5/8" TYPE "X" FIRE RATED GYP. BD. 19 A SC WS W W YES 4 2 8. 88OR WALL STOP, F = FLOOR STOP
I -
PERMIT WORK , SEE WALL SECT. 3 / A-3 FOR FTO CHAIN-
REQUIRED 24" LAPPING OF ALL GYP. BD. JOINTS. A SC WS W W YES 4 2 --9-.Lotw--TypE 4= PROGRAMMABLE LOCK SEE SPEC.
.1 = RE KEY 5 = PASSAGE ADA LEVER
BACKBOARD, FLAT BLACK PAINT
LONG MET. ELEC. CONDUIT, CENTER ON DATA PACK A SC WSJ W 2 = KEY, ADA LEVER 6 = PRIVACY ADA LEVER
W, 4 .3 = PUSH PLATE AND PULL ADA HANDLE 7 = ADD EXIT ALARM LOCK, SEE SPEC.
STRAP TO WALL, PLASTIC TRIM BOTH ENDS. I12 2) 2'-0" X S1 5
SIGN LOCATION, SEE PLANS BY OTHERS, SEPAPATE PERMIT. 6'-8- X 1 3/4* AA SC W W 2
- REMARK LEGEND.
13 3'- 0" X V-13" X 1 3/4' A SC WSJ W EXISTING 2. DOOR VIEWER, HEIGHT AS; PER BANK UNITED SECURITY STAFF
SIGN LOCATION, SEE PLANS BY OTHERS, SEPARATE R 7E PERMIT. w 1 1 6 1 3. GLASS IN DOOR = TEMPERED SAFETY GLASS
DC�-R HMD E SPECIrICAT15NS; BASE BIDS ON:
IN NEW MASONRY OPENINGS ON NORTH SIDE '.NAIL SEE NOTES SCHLAGE A -SERIES CYLINDRICAL LOCKS, 406 LEVER "I EVON" 605 BRIGHT BRASS 4. MIN. 5" WIDE DOOR STILES, TOP SAME.
Y CELL REINFORCING & NEW LINTEL ABOVE. HINGES TO MATCH 605 FINISH 5. INACTIVE DOOR, TOP BOLT
EXIT ALARM LOCK: VON DUPRIN CARD-X, 2670, FINISH US28 6. 1 1/2" BOTTOM UNDERCUT, ABOVE CARPET/ TILE
"U" AT END OF WALL 0 MULLION, SEALANT TO ALUM. FRAME. CLOSERS: LCN 1070
CLOSURE TO WINDOW MULLION PROGRAMMABLE LOCK: KABA ILCO CORP. SIMPLEX L1000 SERIES, ADA LEVER 2 SIDES
STILE REQUIREMENT'' �GLASS DOORS), FINISH BRIGHT BRASS ?3, 60,5, PASSAGE FUNCTION
LOCATION SHOWN FOR CHANGE IN FLOORING MATERIALS, SEE NOTES RE DOORS. I FROM NON-PUBLIC/CUSf"OME� SIDE FOR FIRE EGRESS, NO KEY. L/R) 10 -5-03
FRAMING THIS AREA SO EXISTING PANEL COVER, AND NEW PANEL CC\�`ER IVES # 698 190 DEGREE. WIDE ANGLE DOOR VIEWER, BRASS.
BID. NEW PANEL TO BE RECESSED TYPE, VEPIFY EXIST. IS SAME, FOR COVER. REQUIRED PLUMBING FACILITIES: TENANT OCCUPANCY = GROUP 8, BUSINESS
TELLER COUNTER: 12" DEEP, 36" WIDE, 6" RAD, 1 1/2" THK� PROVIDE FULL HT. MET STUD/FURRING AS REQUIRED, TO -BOX-IN- EXISTING FIRE —
7� SPRINKLER VERT. PIPE, ADD 5/8- GYP. BD., AT EXIST, VALVE: PROVIDE 8" X 8" GROSS AREA = 1875 SQ. FT. A OCCUPANCY' LOAD = 1875/100 = 19 PERSONS
)EG. MICA BRACKETS FOR SUPPORT MILCORE METAL KEY LOCK ACCESS DOOR, PAINT, PRIME TO MATCH WALL PAINT WATER CLOSETS REQUIRED FOR 19 PERSONS (ONE W.C. PER 50 MEN AND WOMEN)= 1, PROVIDED 1
HOLES, W1 BLACK PLASTIC RINGS, COVERS
R TELLER STATION AS SHOWN. AT BACK COUNTER, 1175 PROVIDE 2X BACKING THIS WALL FOR ATTACHMENT OF BANK PROVIDED 42" LAVATORIES REQUIRED FOR 19 PERSONS (ONE LA. PER 80 MEN/WOMEN)= 1, PROVIDED = 1
OUTLET/PHONE-DATA JACK BELOW. WALL MOUNT PLASMA TV. APROX. 40" WIDE, 25" HI, 3" DEEP, 75# DRINKING FOUNTAIN: BOTTLED 'WATER DISPENSER PROVIDED, LOUNGE, DUAL DISP. CUP HEIGHT, ADA
16" DEEP, 48" WIDE, 12" RAD., 1 112n THK. BANK TO PROVIDE GC W1 SPECS; FOR TV MOUNT BRACKET, AND MOUNTING HEIGHT SERVICE SINK: NONE REQUIRED, FLOOR DRAJNS, NONE REQUIRED
)EG. MICA BRACKETS FOR SUPPORT
LOAN OFFICE
FF
A3
F
2
ROOM FINISH NOTES AND GC PROVIDED EQUIPMENT SPECIFICATIONS:
TYPE"F" EXI - STING
AT NEW NORTH
TELLER AREA 106
FF
A3
F
2
1. TS-1 = METAL TRANSITION STRIP, SCHLLJ'T--R-R'ENKO--TK, SIZED FOR
CARPET TO TILE, CARPET TO VCT, TILE TO VCT FLOAT FLOOR
SLAB AS NEEDED SO THAT ALL FINISHED FLOOR SURFACES ARE LEVEL TO
WITHIN 1/8" LEVEL VARIATION
2. BANKUNITED STANDARD CARPET.-MANUF. 13ENTLY PRINCE STREET
STYLE: TO BE SELECTED BY BANK, PROVIDE ALLOWANCE, STATE IN BID) REP.: SEAN DeVORE 1-954-610-5882
3. BANKUNITED FLOOR TILE: SIKES TILE CO.. '18"X18*, PRIME GENESIS BEIGE #20
BASE 4" X 18" SAME AS FLOOR TILE,
4. BANKUNITED VINYL COMP. FLOOR TILE: ARMSTRONG, J51830, COTTAGE TAN, 12" X 12"
5. BANKUNITED VINYL BASE: MERCER #206 LIGHT SEIGE, 4* COVE.
6. BANKUNITED INTERIOR WALL PAINT: BENJAMIN MOORE , LINEN WHITE COLOR, EGGSHELL ALL WALLS U.N.O.
TELLER LINE, BACK WALL ACCENT PAINT. 13ENJAMIN MOORE , #2162-50 ARIZONA TAN COLOR, EGGSHELL
TOILET ROOMS, 4 WALLS, SAME AS STANDARD FAINT, SEMIGLOSS, WASHABLE.
7. BANKUNITED STANDARD ACOUSTIC CEILING PUBLIC AREAS: ARMSTRONG FINE FISSURED #1732,
4" X 24* X 5/8,", ANGLED TEGULAR EDGE AT NON-PUBLIC AREAS: 24"X48"X5/8" FINE FISSURED # 1729
2 X 4 GRID AT ;+-10 IS EXISTING, (2X2! 'AT TOILET RM), INCLUDE IN BID AT AREAS SHOWN ON SH7. A-2
COST TO ADD 2 MATCHING r FOR A 2' X 2' GRID. AT EXIST. TOILET TO BE REMOVED.
ADD 2' X 1" MATCHING GRID AS SHOWN, CEIL- PLAIN.
8. LOUNGE REFRIG..' KENMORE 21 C.F. ## 64254, BISQUE W1 ICE MAKER BY BANKUNITED
32 1/2- WIDE X 66 1/2- HIGH X DEEP. WITH ICE MAKER, G.C. TO ROUGH IN 1/4' C.W. LINE.
MICROWAVE BY BANKUNITED,REQUIREMENT'S"MIN.
9. BANKUNITED STANDARD PLASTIC LAMINATE: TELLER: LINE MILLWORK:
TELLER COUNTER TOP, HORZ, ONLY: FORMICA #271-90 BLACKSTONE (POLISHED FINISH)
COUNTER TOP VERT. EDGES, ALL OTHER 17),'J�OSED SURFACES- FORMICA #7008-43 ACAJOU MAHOGANY
CHECK WRITING COUNTER: T(*, HORZ. ONLY: FORMICA #271-90 BLACKSTONE (POLISHED FINISH)
COUNTER TOP VERT. EDGES, ALL OTHER EXPOSED SURFACES: FORMICA #7008-43 ACAJOU MAHOGANY
COUPON BOOTH TOP: ALL EXPOSED SURFACES: FORMICA #7008-43 ACAJOU MAHOGANY
TELLER AREA BACK WALL MILLWORK:
ALL EXPOSED SURFACES: FORMICA #7008-43 ACAJOU MAHOGANY
TELLER WORK RM, MILLWORK: ALL EXPOSED SURFACES: FORMICA J920-58 ALMOND MATTE FINISH
BREAK RM. COUNTER TOPS,, FORMICA #9'4-58 MARINE BLUE MATTE FINISH.
BREAK RM. WALL, BASE CABINETS: FORMICA, #756-58 NATURAL MAPLE, MATTE FINISH.
10. ALL FINISHES, UL CLASS *C" MIN.
Ty:TYPE `G3
EXIST METAL ROOF DEC,
TELLER WORK ROOM 107
FF
F
1 1
SAFE DEPOSIT AREA 108
FF
A3
F
2
AN &
LEGEND TO FLOOR PLAN
COUPON BOOTH 109
FF
A3
F
2
[j]NEW FIRE EXTINGUISHER
MNEW STOREFRONT FRAMING
[I]REPLACE SECTIONS OF
WHERE DAMAGED BY IliIS
FIRE ASSEMBLY TEST AND
4' X 8' X 3/4* CD PLYWOOD
PROVIDE 4- MAM18-
,
6" BELOW LAY IN CEIL,
®PROPOSED WEST WALL
F-6�PROPOSED NORTH WALL
F-7FJPROPOSED FIXED GLASS
DETAILS FOR MASONR
[�]PAINTED BREAK METAL
NO FASTENERS FROM IRIM
[flTS-1 METAL STRIP AT
ADD 3 5/8- MET. STUID
WISH FLUSH W/ NEW GYP.
HANDICAP ACCESSIBLE
n TOP AT +34% (2) 45
92' DIAMETER GROMMET
TELLER COUNTER: 2 P
LOCATE ABOVE ELEC.
ff�3CHECK WRITING COUNTI.R'
TOP AT +34% (2) 45
LOUNGE 110
AA
A2
F
1
UNISEX TOILET ROOM ill
MM
A4
FS
1
HALL 112
MM
A2
FS
1
FILES 113
AA
A2
F
1
PHONE DATA ROOM 114
AA
A2
F
1
GENERAL NOTES:
1. ALL GLASS IN ATM ROOM* ADD FLAT BLACK OPAQUE PAINT TO ROOM SIDE
2. NEW 10# WALL MOUNT FIRE EXTING. ABC, ADA HEIGHT, 48-, 2 REQ. 1 AT EACH EXIT DOOR
3. NEW BUILDING STANDARD MIN. 6" HI. ADDRESS NUMBERS, FRONT + BACK DOOR *7526"
4. 16" DEEP COUPON BOOTH COUNTER TOP, FOR 60" CLEAR DIAM, ADA
TURN AROUND SPACE, TOP AT +30" AFF, MIN. OPEN KNEE SPACE BELOW 27" HIGH
11. ALL FLOOR MATERIAL CHANGES TO BE UNDER CENTER LINE OF CLOSED DOOR
-t-
I NO
•
yt
•
C5 U-)
z
Lij
LLJ
3: LL-
V) 0
Eff, I UO
1. THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE "FLORIDA BUILDING CODE -
2001".
ALL COMES, SPECIFICATIONS AND OTHER APPLICABLE REFERENCES, SHALL BE
LATEST EDITION AT TIME OF PERMIT.
3. WIND I DESIGb! CRITERIA -/-Lg-Af)s
T-
CODE
WIND
SPEED
IMPORTANCE
FACTOR
_hATED
EXPOSURE FAR
71=50T—
TABLE 1606.28
140 MPH
1.
WALL ZONE 40 B
+35.3 psf
-38.2, psf
WALL ZONE 5
+35.3 psf
-47.2 psf
SIDE ELEVATI-#iN AS PROPOSELF
SCALE 1/4"
1/4- TAPCON ANCHORS AT SPACING SHOWN ON DETA - ELEVATIONS
P.T. 1 X BUCK ATTACH TO BLOCK/ CONC
W/ 1/4" TAP-ONS 16- O.C. STAGGER
MIN. 1 1/4" CONC./ BLOCK PENETRATION[
101
WINDOW JAMI
DETAIL
101
3/4' EUCK
F
L— — —
W-O" L 4- 0" L 6'-0' 1_ 33'-0"
GENERAL NOTES
EXTERIOR WINDOW/STOREFRONT DOOR FRAMING SYSTEk,
ARCH ALUMINUM 1 1/4" X 4 1/2- WINDOW WALL IMPACT SYSTEM
FOR 9/16 GLASS L-3000: P.A. # 01-0619.01; 3000 SERIES : P.A. # 01-0329.02
ALL EXPOSED ALUMINUM TO BE FINISH TO MATCH EXISTING PLAZA ALUM, FRAMES.
GLASS TINT: UCen (Btu/hr sf F) = 0.8785; S.C. = 0,26; Vis Tr. = 0.05
GLASS: 9/16" GRAY TINTED, LAMINATED, 1/4" H.S. / 0.090" / 1/4" H.S. (P.A. # 01-01329.02)
DOORS: ARCH ALUMINUM MEDIUM STILE IMPACT DOOR 3000 SERIES W/ PANIC HARDWARE
AND ALL HARDWARE PER PRODUCT APPROVAL # 01-0911.02
ANCHORAGE: ALL FASTENERS SHALL BE IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE AS DETAILED
ALL SUPPORTING STRUCTURES HAVE BEEN DESIGNED TO WITHSTAND ALL FORCES IMPOSED BY THE GLAZING SYSTEM.
DOWNSPOUT
2 L2
A-5
4*-0 60-00 L A-5
MO
10 WINDOW jI)E "A"
5
A
1-38.2
ZONE 4
TYP. UNLESS
NOTED
33,-0"
DOW TYPE *A"
00� II00 S31-TEM NO. 1 SEE DETAIL ELEVATION FOR ATTACHMENT
VIFAPIVFORs wall
AT HEAD AND SILL FRAME, ADJACENT TO ALL
VERTICAL MULLIONS PROVIDE (4) ADDITIONAL
ANCHORS: 1/4" DIAM. TAPCONS (ELCO OR EQUAL)
MASONRY EMBED = 1 1/4-
1
3-t 3
1 3/4- -1 3/4"
'l /4-
DETAIL "A"
SCALE 1/2" = l'-O"
ON7. BACKER ROD AND SEALANT TYPICAL ALL JAMBS, HEAD FRAMES
P.T. 1 X BUCK ATTACH TO BLQCK� CONC.
W/ 1/4- TAPCONS 16- O.C. SIAC ER
MIN. 1 1/4- CONC./ BLOCK PE4ETRA-nON
3/4- E �YJCK
1/4- MAX. SHIM SPACE
---------- 1
P.T. WOOD BUCK 3/4' X 4- BEVEL
< ALL GLASS
SEE GENERAL NOTES
Lj
10
EQUI 4 1
4'
ALE 3" = l'—O" 1-1/4 MAX. SHIM SPACE N
CONT. BACKER ROD AND SEALANT TYPICAL ALL JAMBS, HEAD FRAMES
1/4" T
AS SHOWN
1*0111
SCALE 3" = l'—O"
0
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02
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-
AT HEAD AND SILL FRAME, A
VERTICAL MULLION PROVIDE
ANCHORS: 1/4" DIAM. TAPCO
2 1/2" -2 1/2"
3 3/4"
Wll"�l 1/4
DETAIL "B"
SCALE 1/2* = l'-O"
MAX. 4 7/8- IN FROM CORNER AT HEAD/SILL
ANCHORS AT 9 3/4" MAX, O.C.
TO
TO
9�
OR EQUAL)
SEE TYPICAL
DETAIL �
HEAD + SILL, dADDITIONAL ANCHORS 1
STOREFRONT SYSTEM
ARCH ALUM. CO,
S ERR
IMPACT WALL NUA
MZ2lAYA;Xl)0A'
wo
GLASS = 9/16" OV
J!ALL THICKNESS
z
i
LAMINATED IMP0
GLASS
m
0
NO SHUTTERS RE
)IJIRED
ACTUAL OPENING = ('--0"
X 6' 10"
MAX. NOA ALLOWED 0
. = 8'-0" X 8'-0"
u-
NOA DESIGN LOAD =
4 86.7 AND - 87.3 psf
g!R
ACTUAL DESIGN LOAD
= +35.3 AND -38.2 p-f-
oc,4 v)
ALL ANCHORS TO PAS $
THRU WOOD BUCK,
'.'m
MASONRY EMBED = 1
J/4"
no
ANCHORS: 1/4" DIAM.
tAPCONS (ELCO OR EQUm)
xZ<
MAX. 4 7/8- IN FROM CORNER AT HEAD/SILL
ANCHORS AT 9 3/4- MAX. O.C.
WINDOW TYPE "g
SYSTEM NO. 1 DETAIL ELEVATION FOR ATTACHMENT
SCALE 1/4* = l'-O"
•
11
1. THE DI
2001 ".
ALL CODES,
LATEST EDI'
3. NWI D DE
COMPLIES WITH THE REQUIREMENTS OF THE "FLORIDA BUILDING CODE -
CIFICATIONS AND OTHER APPLICABLE REFS-RENCE:S, SHALL BE
AT TIME OF PERMIT.
CODE
PEEF
SD
IMPORTANCE
AOR
EXPOSURE
C*TED
ABLE 1606.2
140 MP
1.0
B
WALL 4
+35.3 psf
-38.2 psf
2 1/2 "
DETAIL "A"
SCALE 1 /2"
m
1/4" TAPCON ANCHORS AT SPACING SHOWN ON DETAIL ELEVATIONS
P.T. 1 X BUCK A ACH TO BLOCK/ CONC
ER
MIN11 ' 1 /4" CON ./ BLOCK PENETRATION .TRATION
6'-0" 1® V-0" 1® 6'-0"
MAX. 4" IN FROM CORNER AT HEAD/SILL SEE TYPICAL SEE TYPICAL
ANCHORS AT 113" MAX. O.C. DETAIL W DETAIL n•
r- ..._I r— _1
NEW MULLI"
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SEE TYPICAL
SEE TYPICAL
NAIL `/i'
DETAIL A'
MAX. 4" IN FROM
CORNER AT HEAD/SIL.L
ANCHORS AT 18"
MAX. O.C.
ANCHORS AT
SPACING SHC
ON
DETAIL ELEVATIONS
COI�T. BACKER ROD
AND SEALANT
TYPICAL ALL 14MBS,
HEAD FRAMES
ANCHOR ALUM.
FRAME THROUGH
2X BUCK, INTO
1/8" THK. STE
W/` # 14 SMS OR 1/4"
SELF DRILLING
SCREWS AT S
ACING
AS PER D AILS
P.T. 12X BUCK
ATTACH TO
EEL
W/
1/4" TAPCONS
16" O.C. STA
GER
1/4- MAX. SHIM SPACE
1 3/4"
0 0
MASONRY EMBED = 1 1 4"
ANCHORS 1/4" DIAM. T CO S (ELCO OR EQUAL)
WINDOW JAMB 3/4" BUI , ,1 3/ "
1DETAIL
—5 SCALE 3" = V_0" I
CONT. BACKER ROD AND SEALANT TYPIC µL ALL JAMB, FRAMES
ALL GLASS
SEE GENERAL NOTESI
4 1 /2"
WINDOW HEAD
2 DETAIL
i A®5 SCALE 3" = V-0"
I
33'-0"
fit
I I I I I I I I
1 l I I I I I I
I I I I I I I I
I I I I I I ! I
I 1 I i t I I I
I.—._--l____I ._.1 L
WINDOW TYPE "B"
STOREFRONT SYSTEM:
ARCH ALUM. CO, SERIES 4500 FLUSH GLAZED
NON -IMPACT WINDOW SYSTEM NOA # 00-1220.05 EXP. 3-19--06
GLASS = 1/4" TEMPERED SAFETY GLASS
SHUTTERS REQUIRED
SEE NOA SHT 5 OF 8, DESIGN LOAD = 140 PSF
MULLION SPAN = 115 " TRIBUTARY WIDTH =
V-2" + 3'-4" + 3'-1 " = 91 " / 3 = 30"
4500 MULLION TO HAVE STEEL REINF.
SHEET 6 OF 8, RIGHT GLASS SECT. ANCHOR AT SIDE JAMB = TYPE B
30" WIDE X 115" HI, DESIGN LOAD = 57 PSF THEREFORE OK
SHEET 7 OF 8, LEFT 2 GLASS SECT. GLASS ON BOTH SIDES, STEEL REINF. VERT. MULL
30" WIDE X 115" HI, DESIGN LOAD = 115 PSF THEREFORE OK
GENERAL NOTES (ALL WINDOWS TO HAVE HURRICANE PROTECTION SYSTEM, SHUTTERS.
EXTERIOR WINDOW/STOREFRONT DOOR FRAMING SYSTEM: (AT CHANGED AREAS ONLY)
WINDOW WALL NONIMPACT
FOR 1/4" TEMPERED CLASS 4500: P.A. # 00-1220.05;
ALL EXPOSED O BE FINISH TO MATCH EXISTING PLAZA
ANCHORAGE: ALL FASTENERS SHALL BE IN ACCORDANCE NTH CURRENT FLORIDA BUILDING CODE A
ALL SUPPORTING, STRUCTURES HAVE BEEN DESIGNED TO WITHSTAND ALL FORCES IMPOSED BY THE
WINDOW TYPE "B"
SYSTEM NO. 2 DETAIL ELEVAf�IRN FOR ATTACHMENT
SCALE 1/4" = V-O" g
SEALANT
AX. 1 /4" SHIM SP
SEALANT
MASONRY EMBED = '1 1/4"
ANCHORS: 1/4' DIAM. TAPCONS (ELCO OR
4 WINDOW SILL DETAIL
A-5 SCALE 3a, = V-0"
FRONT ELEVATION AS 0
3" X 3" X 1/4" STEEL A36 ANGLES, ALL 4 SIDES, WELDED CONNECTIONS AT CORNERS
1/4" A36 STEEL PLATE, TACK WELD TO STEEL ANGLES, SHOP PRIME PAINT
FIELD PAINT TO MATCH TOREFRONT ATTACH EACH SIDE STEEL ANGLE TO ALUM. STOREFRONT TUBE:
��- — 1/4 " MACH. BOLT 2" IN FROM TOP/ BOTTOM, 1 AT CENTER
LARGE WASHER
+ + +
PROM E FELT TO SEPARATE STEEL & ALUM.
42"
o INSIDE, PROVIDE IR-11 riBERGL/ASS INSUL.
Lo SET BOTTOM ANGLE IN FUL BED SEALANT
(6��NOT
TO SCALE ANEL
O ATTACH BOTTOM STEEL ANGLE TO CONC. SLAB:
1/4" X 1 5/4" TAPCON SCREWS AT 3" FROM ENDS;
BALANCE AT 4 EQUAL SPACES
MIN. 1 1/4' CONC. EMBED.
LARGE WASHER
]]ON DETAII AT I�N�L PANEL
A-5 OT NTO SCALE
20'-5" YF—%� MO
4'-0" I'i 4'
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it
........ ........ . . . . . . . . .
it
REMOVE DASHED SEt:'.TIONS ONLY
NON —IMPACT SYSTEM TO REMAIN
EXISTING HURRICANE PANELS ARE AVAILABLE FROM SHELL PERMIT.
FRONT ELEVATION AS PROPOSED
SCALE 1/4" = 1 °--0"
NCR #5285 BUSINESS
DEPOSITORY COMBINED WITH
NCR PERSONAS 84
ATM UNIT
THIN WALL OPENING
REQUIREMENTS:
FROM LEVEL OF OUTSIDE ISIDEVIALK AT r r i
ATM CENTERLINE I I I II
REQUIREMENTS: I ( I II
65" CLEAR OPENING HEIGHT I I II
42" CLEAR OPENING WIDi� L _u
—il
I I II
I II
G
5 WAI.,L -SM- 11C
A— 5 SCALY 1 /2" =•
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•
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IEXISTIN9
'RTU-1
L----J
HVAC ROOF IPLAN
SCALE 1 /4" = 1'- "
■u_.0
Vie...
F
AIR CONDITIONING
GENERAL NOTES
1. THE CONTRACTOR SHALL
FIT THE WORK TO THE JOB CAREFULLY INVESTIGATING THE STRUCTURAL, ELECTRICAL, PLUMBING ,
ARCHITECTURAL, SPACE AND
FINISH CONDITIONS AFFECTING THIS WORK; ARRANGING THE WORK ACCORDINGLY AND
FURNISHING NECESSARY BEN
S, OFFSETS, FITTINGS, JUNCTIONS, AND TRANSITIONS, ETC., WHETHER SPECIFICALLY SHOWN OR
CALLED FOR OR NOT AT NO
CHANGE IN THE CONTRACT PRICE. CONTRACTOR SHALL ASCERTAIN THAT THERE ARE NO
INTERFERENCES BETWEEN TH
WORK UNDER THIS SECTION AN THE WORK OF OTHER TRADES PRIOR TO FABRICATING
DUCTWORK OR INSTALLING A
Y EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL OBSTRUCTIONS TO HIS
WORK.
2. ALL EQUIPMENT AND MATERIALS
SPECIFIED AND/OR SHOWN ON THE DRAWINGS SHALL BE FURNISHED (EXCEPT WHERE
SPECIFICALLY NOTED OTHERWISE)
COMPLETELY INSTALLED AND ADJUSTED AND SHALL BE LEFT IN A SAFE AND SATISFACTORY
OPERATING CONDITION. AL
ACCESSORIES, PARTS AND CONNECTIONS NECESSARY FOR THE OPERATION OF THE EQUIPMENT
SHALL BE FURNISHED AND INSTALLED
BY THE CONTRACTOR.
3. CONTRACTOR SHALL TA
E PROPER PRECAUTIONS TO PROTECT THE WORK FROM DAMAGE OF ANY SORT.
4. CONTRACTOR SHALL COORDINATE
WITH OTHER TRADES, THE REQUIREMENTS OF CONSTRUCTION OF OPENINGS IN WALLS AS
WELL AS CONDITIONS FOR C
EARANCE AND FINISHES.
5. APPLICABLE CODES: N
PA 90A, FLORIDA BUILDING CODE, SMACNA, ASHRAE.
6. ALL MATERIALS AND EQ
IPMENT SHALL BE NEW. MOTORS, CONTROLS ELECTRICAL DEVICES
AND ELECTRICALLY OPERATED
EQUIPMENT SHALL BE UL LISTED AND OF THE CAPACITY CALLED FOR ON THE DRAWINGS.
7. FURNISH AND INSTALL
ILLES, REGISTERS DIFFUSERS, FIRE DAMPERS AND EXHAUST OPENINGS AS INDICATED ON THE
DRAWINGS.
8. ALL DUCTS SHALL BE FABRICATED
PER THE LATEST EDITION OF THE LOW PRESSURE DUCT MANUAL AND SHEET METAL
CONSTRUCTION BY SMACNA.
9. ADJUST ALL DAMPERS,
TRAIGHTENING VANES AND FAN SPEEDS AS REQUIRED TO PROVIDE THE DESIGN AIR QUANTITIES
WITHIN 10%.
10. ALL DUCT SIZES ARE C
AR INSIDE DIMENSIONS.
11. SEAL ALL DUCTS IN AN
APPROVED MANNER AND INSURE AGAINST LEAKAGE.
12. PROVIDE AND INSTALL F
EXIBLE CONNECTIONS OF APPROVED TYPE AT ALL A/C UNIT SUPPLY AND FAN EXHAUST
CONNECTIONS.
13. THERMOSTAT LOCATIONS
& TYPES SHALL BE APPROVED BY ENGINEER BEFORE INSTALLATION. THERMOSTATS SHALL BE
PROGRAMMABLE.
14. DEMOLITION IS REQUIRED
ON THIS PROJECT. CONTRACTOR TO REMOVE EXISTING GRILLES AND FLEX NOT BEING REUSED.
EXISTING TRUNK LINES TOR
MAIN. EXISTING GRILLES TO BE RELOCATED AS NEEDED TO NEW LOCATIONS.
15. ALL MATERIALS SHALL HAVE
A MAXIMUM FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATING OF 50.
16. UNDERCUT ALL INTERIOR
DOORS NOTED 1" PER FBC.
17. CONTRACTOR SHALL PROVIDE
TEST AND BALANCE OF EXISTING RTU ONLY AFTER WORK IS COMPLETED.
18. CONTRACTOR SHALL OB
AIN AND PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS.
19. ALL EQUIPMENT REQUIR114G
SERVICE SHALL BE ACCESSIBLE. CONTRACTOR TO PROVIDE ACCESS PANELS WHERE NEEDED.
20. SUBMIT SHOP DRAWINGS
FOR ALL NEW EQUIPMENT, INSULATION AND AIR DISTRIBUTION DEVICES.
21. ALL SHEET METAL DUCT
ORK SHALL BE 24 GAGE MIN., GALVANIZED STEEL PER ASF;RAE OR SMACNA STANDARDS WITH
MINIMUM R-6.0 INSTALLED,
IBERGLASS DUCT WRAP INSULATION WITH REINFORCED ALUMINUM FOIL FACING ON SUPPLY AND
RETURN DUCTS. MAXIMUM L
NGTH OF FLEX DUCT ACCEPTABLE IS 10 FEET.
22. ALL CONTROL WIRING S
ALL BE IN EMT CONDUIT.
23. ALL DUCT ELBOWS SHALL
BE VANED.
24. CONTRACTOR SHALL LO
ATE NEW DUCTWORK/PIPING RUNNING PARALLEL TO FIRE & SMOKE WALLS AND CORRIDOR WALLS
AT LEAST 6" FROM THE WALL
TO ALLOW INSPECTION OF THE WALL.
EXCEPT FOR WALL MOUNTEE
CONTROLS OR THERMOSTATS, DO NOT USE WALLS FOR COMPONENT SUPPORT.
25. CONTRACTOR SHALL PR
VIDE OWNER WITH A MINIMUM OF TWO COPIES OF ALL INSTALLATION/INSTRUCTION MANUALS FOR
ALL EQUIPMENT PROVIDED BY
THE CONTRACTOR.
26, THE S/A AND R/A DU
TWORK MAY BE FIBERGLASS (DUCTBOARD).
27. ALL RIGID FIBROUS GL
SS DUCTS AND PLENUMS SHALL BE CONSTRUCTED AND ERECTED IN ACCORDANCE WITH THE
PROVISIONS OF THE SMACNA
FIBROUS GLASS DUCT CONSTRUCTION STANDARDS. ALL JOINTS, SEAMS AND DUCT WALL
PENETRATIONS INCLUDING BUT
NOT LIMITED TO, THE JOINTS BETWEEN SECTIONS OF DUCT AND THE JOINTS BETWEEN DUCT
AND OTHER DISTRIBUTION SYSTEM
COMPONENTS SHALL BE MECHANICALLY ATTACHED AND SEALED TO 100 PERCENT CLOSURE
USING APPROVED CLOSURE
SYSTEMS AS SPECIFIED IN THE FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION.
INSULATION VALUE TO BE MINIMUM
R-6.
28. AS-BUILTS SHALL BET
E RESPONSIBILITY OF THE CONTRACTOR.
29. WHERE REQUIRED BYTE
BUILDING DEPARTMENT TO BE RUN INSIDE THE BUILDING ENVELOPE, ALL CONDENSATE PIPING
SHALL BE INSULATED FOR 4T
LEAST THE FIRST 15 FEET WITH MINIMUM "' THICK ARMAFLEX OR EQUAL. UNLESS OTHERWISE
NOTED ON THESE DRAWING
, CONDENSATE PIPING MAY BE PVC SCHEDULE 40.
BASIC SCOPE OF WORD
1. REMOVE GRILLES AND FLEX
)UCT WHERE NOTED. INSPECT EXISTING DUCT CONDITION
AND RTU CONDITION AND REPORT
TO OWNER. PROVIDE NEW FILTERS IN RTU
AT END OF PROJECT.
2. REBALANCE RTU SO THAT I
HAS 500 CFM 0/A, 2000 CFM R/A AND 2500 CFM S/A.
3. PROVIDE TEST AND BALANCE
OF RTU ONLY. TESTING OF INDIVIDUAL GRILLES
IS NOT REQUIRED.
4. EXTEND 12X12 R/A DUCT A
SHOWN.
5. FURNISH AND INSTALL NEW
RILLES AND FLEX DUCT.
6. EXHAUST FAN IN DELETED EATHROOM
MAY REMAIN OR BE REMOVED. SEAL OFF
EXHAUST DUCT IF REMOVED.
IRE FAN TO LOCAL WALL SWITCH IF TO REMAIN.
7. MATCH EXISTING GRILLE ST
LE IN FACILITY FOR NEW AND REPLACEMENT GRILLES.
R/A GRILLES IN BACK OFFICE
REAS MAY BE EGGCRATE TYPE. ALL R/A GRILLES
IN AREAS VISIBLE TO PUBLIC TD
MATCH EXISTING STYLE AND COLOR.
CONTRACTOR MAY NEED TO FL
RNISH AND INSTALL OBD ON EXISTING GRILLES
IN ORDER TO PROVIDE COMFOF
T BALANCE. ALL NEW GRILLES TO HAVE OBD FOR
BALANCING.
8. CONDENSATE FROM AHU-1
2 TO BE PUMPED TO ROOF FOR DISPOSAL.
w
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HVAC NEW FLOOR, PLAN
SCALE 1 /4" = 1'-0" 0
RTU-1: TOTAL CAPACITY = 75,000 BTUH, SENSIBLE CAPACITY = 72,000 BTUH, TOTAL SUPPLY AIR = 2500 CFM
EXISTING HVAC PLAN ELECTRIC HEATER = 7.5 KW, 1 STEP; FAN 0.6 HP, ELEC. SERV. 208V, 3 PH., 60 Hz; MCA = 32, MFS = 45SEER = 9.85,
0 TRANE, MODEL TCD060C3, MANUAL OUTSIDE DAMPER, PROVIDED W/ SMOKE DETECTOR IN BOTH SUPPLY AND RETURN AIR DUCT.
SCALE 1/4" = 1'-0"
HVAC LEGEND
0
0
J
X�Xxx�xzzxzxXX�x
SUPPLY DIFFUSER
E=EXISTING; N=NEW
RETURN REGISTER
E=EXISTING; N=NEW
EXHAUST GRILLE
E=EXISTING
THERMOSTAT
EXHAUST FAN
VOLUME DAMPER (MANUAL)
FLEX DUCT
CAP TO BE PROVIDED WITH INSECT SCREEN
SELF FLASHING -
BASE
ATTACH DUCTWORI
TO CAP AND SEAL
ROOF CAP DETAIL
CONTROL SEQUENCE
BATHROOM EXHAUST FANS TO BE LOCAL MANUAL OPERATION.
DUCT SMOKE DETECTORS TO SHUT DOWN ASSOCIATED RTU
& ALARM IN F.A.P. (IF PRESENT)
ASHRAE 62 CALCULATION
21 PEOPLE X 20 CFM/PERS = 420 CFM.
500 CFM SUPPLIED
AHU-1&2,CU-1&2 DATA
AHU-1 &2/CU-1 &2 TO BE A MITSUBISHI 3/4 TON DUCTLESS MINI -SPLIT
MODEL NUMBERS MS09TW (INDOOR) AND MUC19TW (OUTDOOR).
DOOR UNIT TO BE WALL MOUNTED, 115V, 1 )A BREAKER, MCA=0.5A, WT. 20 LBS.
UTDOOR UNIT TO BE 115V, 15A BREAKER, NgCA=11A,WT 71 LBS.
REFRIGERANT LINES 1/43/8 (LIQUIDxGAS). REFER TO MFR LITERATURE FOR OTHER DETAILS.
THERMOSTAT BY MANUFACTURER SET FOR COOLING ONLY, TIME OF DAY
PROGRAMMING IS NOT REQUIRED FOR THIS UTAIT. UNITS ARE PROVIDED FOR BACKUP
COOLING OF THE ATM ROOM AND SERVER ROOMS
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3. PROVIDE 1-1/2" GALVANIZED STRAP
AROUND CONDENSING UNIT AT 2 LOCATIONS
4. ANCHOR STRAP TO ANGLES WITH
#8 TEK SCREW OR HEAVIER.
5. STRAP TO BE PULLED TIGHT AROUND CU
AND ANGLES.
6. EACH STRAP TO BE SCREWED INTO CU
HOUSING AT 2 PLACES OPPOSITE SIDES
WITH #8 TEK SCREWS.
CONDENSING UNIT
#8 TEK SCREW OR HEAVIER 11" LONG
hat
ATTACHED AT ALL 4 CORNERS
PULL STRAP TIGHT AROUND EQU PMENT STAND
EXIST EQPT STAND
ROOF
ATTACHMENT OF STAND TO ROOF BY OTHERS.
CONDENSING UNIT
TIE DOWN DETAIL
NTS
TYPICAL HANGING STRAP
AND SADDLE DETAIL
YPICAL Z-BAR & WIRE
HANGER DETAIL
TYPICAL CHANNEL AND STRAP
HANGER DETAIL
TYPICAL [DUCT SUPPORT DETAILS
NTS
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