HomeMy WebLinkAboutBUILDING SITE PLANSPermitting and
it (01 „�I 1
Professionals:
Owner
Coleman Floor Company
3100 Tollview Drive
Rolling Meadows, IL 60008
Architect
Construction,
fog a
Fae''ility
for
Floor
Commerce Circle
Ft. Pierce, Florida
The Architecture Company and Associates, Inc.
220 Freeman Street
Longwood, FL 32750
Ph: (407) 332-8299 Fax: (407) 332-6669
License No: FL AA0002811
Mechanical - Electrical Engineer
neer
Gast Engineering, Inc.
316 Cypress Landing Drive
Longwood, FL 32779
Ph: (407) 774-3188 Fax: (407) 774-8059
License No: FL PE0038638
Contractor
KNS Construction, Inc.
1465 Gene Street
Winter Park, FL 32789
Ph: (407) 647-1234 Fax: (407)647-5234
License No: CGC040554
Plans
an
Index of Construction Documents
Sheet Title
A-1 Foundation Plan - Finish Schedule
A-2 Floor Plan - Reflected Ceiling Plan
A-3 Elevations - Door and Window Schedule
A-4 Sections
P-1 Plumbing Floor Plan
M-1 HVAC Floor Plan
M-2 HVAC Notes and Schedules
M-3 HVAC Details
E-1 Power and Data Floor Plan
E-2 Electrical Lighting Plan
E-3 Electrical Notes, Riser and Schedules
These drawings dated March 8, 2004 and revised on July 12, 2004
4 I O
AUG 1 0 2004
SLCFD
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ST. LUCIE COU'rTY FIRE DISTRICT
REVIEWED FOR COMPLIANCE
SLBJEC'T TO FIELD INSPECHONS
SEE ATTACRED R , EViSION SVEFT
REVIEWED BY:,- %' L
DATE: eR-/o —
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THESE PLANS k'D AJ1 . P Vv70 1 V
ARE SUBJECT TO &47 COAXilw
REQUIRED BY NLI.i7' IN:' =X� I
MAY BE KFCFeY L 69,: I ,
COMPLY Y>+TH ALL APPIC,vN, L
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CONCRETE AND MASONRY NOTES:
ALL DETAILS AND SECTIONS 5HOWN ON THE DRAWIN65 ARE INTENDED TO BE TYPICAL AND SHALL BE
CONSTRUED TO APPLY TO ANY SIMILAR 51TUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT
DETAIL 15 5HOWN.
2 CONCRETE MA50NRY UNITS SHALL BE HOLLOW OR SOLID UNIT MASONRY IN ACCORDANCE WITH A5TM C90 OR
G 145 AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1400 P51.
3 MORTAR SHALL BE EITHER TYPE M OR 5 IN ACCORDANCE WITH A5TM C 270.
4 GROUT SHALL HAVE A MAXIMUM COARSE AGGREGATE 51ZE OF 3/b" PLACED AT AN b TO II INCH SLUMP AND
HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 P51 AT 2b DAYS WHEN TESTED IN
ACCORDANCE WITH A5TM G 1014, OR IN ACCORDANCE WITH A5TM C 476.
5 CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 P51 AT 2b DAYS.
6 REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH A5TM A 615, A 616,
A617,ORA706.
T JOINT REINFORCEMENT, ANCHORS, TIES, AND WIRE FABRIC, SHALL CONFORM TO THE FOLLOWING STANDARDS:
(1) A5TM A b2 FOR JOINT REINFORCEMENT AND WIRE ANCHORS AND TIE5, (2) A5TM A 36 FOR PLATE, HEADED
AND BENT BAR ANCHORS. (5) A57M A566 FOR SHEET METAL ANCHORS AND TIES.
6 ALL CONTINUOUS VERTICAL OR HORIZONTAL BAR5 IN FOOTINGS, FOUNDATION WALL5, 5LAB5 AND OTHER
CONCRETE SHALL BE LAP -SPLICED, WHERE NECESSARY OR DESIRABLE, BY WIRING TOGETHER IN CONTACT.
LENGTH OF ALL LAP5 SHALL BE 40-BAR DIAMETERS OR 24" MINIMUM, WHICHEVER 15 GREATER.
q BED AND HEAD JOINT5 SHALL BE 5/6" THICK.
10 THE BED JOINT OF THE 5TARTIN6 COURSE PLACED OVER FOOTINGS SHALL BE PERMITTED TO VARY IN
THICKNESS FROM A MINIMUM OF 1/4" TO A MAXIMUM OF 5/4".
II MA50NRY WALL5 SHALL BE RUNNING BOND CONSTRUCTION. 9-5AGE (MINIMUM) HORIZONTAL JOINT
REINFORCEMENT, IN ADDITION TO REQUIRED VERTICAL REINFORCEMENT, SHALL BE PLACED IN BED JOINTS AT
NOT MORE THAN 16" O.G.
12 LONGITUDINAL WIRES OF JOINT REINFORCEMENT SHALL BE FULLY EMBEDDED IN MORTAR OR GROUT WITH A
MIN. COVER OF 5/b" WHEN EXPOSED TO EARTH OR WEATHER 4 1/2" WHEN NOT EXPOSED TO EARTH OR
WEATHER.
13 REINFORCING STEEL SHALL BE NO. 5 BAR5, UNLE55 NOTED OTHERWISE.
14 FOR FOUNDATIONS MINIMUM CONCRETE COVER OVER REINFORCING 5AR5 SHALL BE 3" IN FOUNDATIONS WHERE
THE CONCRETE 15 CAST AGAINST AND PERMANENTLY IN GONTAGT WITH THE EARTH.
COLUMN FOUNDATION &�HEDULE
SYMBOL
TYPE
"A"
"B"
DEPTH
REINFORCING
ANGHOR BOLTS
Aj
MAIN FRAME
3'-6"
3'-6"
2'-0"
5-#5 EACH WAY
4 - 5/4" DIA. A307 X Ib" + 4" HK.
2A
ENDWALL
2-0"
2'-0"
1'-4"
3-#5 EACH WAY
4 - 3/4" DIA. A30'7 X 12" + 2" HK.
ACORNER
2'-O"
2'-0"
1'-4"
3-#5 EACH WAY
4 - 3/4" DIA. A30'7 X 12" + 2" HK.
4�
CENTER
3'-6"
B'-b"
2'-0"
5-#5 EACH WAY
4 - 5/4" DIA. A307 X 16" + 2" HK.
NOTES:
I. VERIFY ANCHOR BOLT 51ZF-5 WITH METAL BUILDING, MANUFACTURER
FINISH SCHEDULE
NOTES:
FLOOR
BASE
WALL5
CEILING
MATERIAL SPECIFICATION:
I. COLOR AND PATTERN OF MATERIALS
ALL FLOORING 4 BASE TO BE PROVIDED BY OWNER.
AS SELECTED BY OWNER.
—1
is)ACOUSTICAL
PANEL 01-6: ARMSTRONG "CORTE6A"
LAY -IN CEILING SYSTEM, SQUARE EDGE, OR EQUAL.
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ESTIMATOR
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OPEN OFFICE AREA
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SUPPLIES
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TOILET
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WOMEN
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MEN
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WAREHOUSE
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WAREHOUSE OFFICE
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SUPPLIES
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I NOTE:
NOTE: DESIGN OF COLUMN BASE 4 TOP
1
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'
I TO BE PRE-ENGINEERED BY STEEL
I ALL FILL SHOULD BE INORGANIC, NON- PLASTIC GRANULAR FRAME SUPPLIER. INSTALL PER
SOIL.(GLEAN SANDS). THE FILL SHOULD BE PLACED IN LEVEL MFR'S SPECIFICATIONS.
I
1 I
LIFTS NOT TO EXCEED b" L005E THICKNESS. THE FILL SHOULD
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1 BE COMPACTED TO A MINIMUM 95% OF THE 501L'5 MODIFIED
I
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PROCTOR MAXIMUM DRY DENSITY A5 DETERMINED BY ASTM TT
1 A-4 I
I SPECIFICATION D-1557. IN -PLACE DENSITY TESTS SHOULD BE
1
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1 PERFORMED ON EACH LIFT TO VERIFY THAT THE RECOMMENDED
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DEGREE OF COMPACTION HAS BEEN ACHIEVED.
#5 X 20' LONG ONE PIECE HAIRPIN TO
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W/ 45 DE6. BEND WHERE SHOWN.
FOUNDATION PLAN NOTES: / \
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I 20 2'-0" WIDE X I'-0" DEEP CONCRETE FOOTING W/ 3-#5 EACH WAY.
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VERTICAL REINFORCING,FILLED
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DISTANCE BETWEEN FILLED CELLS TO BE NOT GREATER THAN 8'-O"
DI
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1 ® 3000 PSI 5" CONCRETE SLAB W/ bx6-WI.4xAI.4 HAM OR FIBER NO SCALE
I
MESH REINFORCING OVER b MIL VAPOR BARRIER COVER COMPACTED
I POISONED SOIL TREATED FOR TERMITE INFESTATION,
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I 25'-0"
4
1 1, 10'-0" 4'-0" 10'-0" 1E
744
141 10.-0.. 4'-0" 10'-0" 74'-0"
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37'-4" TO CONTROL JOINT
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134'-b"
THESE PLANS AND ALL PROPOSED WORK F® U N D A T 1® N C L A N
REVISIO
ARE SUBJECT TO ANY CORRECTIONS SCALE: I/b"
REQUIRED BY FIELD INSPECTORS THAT
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COMPLY WITH ALL APPLICABLE CODES.
REVISIONS:
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PROJECT NO.10504
DATE: MARCH b, 2004
SHEET:
A-1
DESIGN NOTES:
BUILDING DATA:
THIS PROJECT 15 IN COMPLIANCE WITH THE 2001 FLORIDA
BUILDING CODES:
BUILDING CODE, CHAPTER lb, SECTION III FOR 140 MPH WIND
FLORIDA BUILDING GORE, 2001 EDITION
LOADS, AND TABLE 160b.25 FOR THE EXTERIOR DOOR AND
WINDOW WORK. SEE DOOR AND WINDOW SCHEDULES FOR
LIFE SAFETY LODE - NFPA 101 - 2000 EDITION
WIND DESIGN PRESSURES.
BUILDING, CLASSIFICATION:
WIND DATA:
5TORA6E 5-1 (OFFICE LE55 THAN 25%)
WIND, SPEED: 140 MPH
BUILDING, CONSTRUCTION TYPE:
WIND IMPORTANCE FACTOR: (IN) = 1.0
TYPE IV - UNPROTECTED - SPRINKLERED
RIND EXPOSURE: "B" (FBG 1606.1.8)
BUILDING PHYSICAL PROPERTIES:
WIND LOADS (FBG):
WAREHOUSE AREA: 11,114 50. FT. (141%)
WIND LOADS BASED ON FBG, SECTION 1606.2
OFFICE AREA: 3,IgO 5Q. FT. (21%)
WIND VELOCITY = 140 MPH, USE FACTOR 1.0
TOTAL AREA: 14,1104 50. FT.
DESIGN CRITERIA:
ALLOWABLE AREA: 48p00 SQ. FT.
FLOOR LIVE LOAD (GENERAL AREAS): 100 P5F
BUILDING OCCUPANT LOAD:
FLOOR LIVE LOAD LOAD (SERVICE BAY AREA): 125 P5F
DEAD LOADS: FOLLOW 2001 FBG APPENDIX A, TABLES Al 4 A2
WAREHOUSE AREA: II,77I4 50. FT. / 500 = 3q OCCUPANTS
OFFICE AREA: 3,IgO 50. FT. / 100 = 32 OCCUPANTS
ROOF LIVE LOAD: 20 P5F
SEE METAL BUILDING SHOP DRAWIN65 FOR ADDITIONAL LOADS
TOTAL OCCUPANT LOAD: -71 OCCUPANTS
SPRINKLER NOTE:
SPRINKLER PLAN SHOP DRAWINGS BY A FLORIDA LICENSED
SPRINKLER CONTRACTOR ARE TO BE SUBMITTED FOR
PERMITTING PRIOR TO INSTALLATION.
INSULATION NOTE:
INSULATION WHEN CONGEALED SHALL HAVE A FLAMESPREAD
RATING OF NOT MORE THAN i5, AND A SMOKE DEVELOPED
RATING OF NOT MORE THAN 450
INSULATION WHEN EXPOSED SHALL HAVE A FLAMESPREAD
RATING OF NOT MORE THAN 25, AND A SMOKE DEVELOPED
RATING OF NOT MORE THAN 450
c ENERAL NOTES AND REQUIREMENTS:
PLUMBING FIXTURE REQU REMENT5
BASED ON 'f I OCCUPANTS
TOTAL REQUIREMENTS: 36 MEN / 36 WOMEN
WATER
CLOSETS
LAVATORIES
DRINKING,
FOUNTAINS
SERVICE
SINKS
MEN
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TOTAL PROVIDED
WATER
CLOSETS
LAVATORIES
DRINKING,
FOUNTAINS
SERVICE
SINKS
MEN
2
2
2
1
WOMEN
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I. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE BUILDING
8. UNLESS OTHERWISE INDICATED IN THESE SPECIFICATIONS, THE GENERAL
CODE, AND ALL OTHER APPLICABLE CODES, RULES, AND REGULATIONS.
CONTRACTOR, ALL SUBCONTRACTORS AND SUPPLIERS SHALL PROVIDE
GUARANTEES BASED ON INDUSTRY REC06NIZED STANDARDS FOR THEIR
2. The Architecture Company
and Associates, Inc. SHALL BE THE "ARCHITECT
PRODUCTS AND SERVICES, IN No CASE SHALL THESE GUARANTEES REMAIN
OF RECORD" AND SHALL
RETAIN THE ORIGINAL CONSTRUCTION DOCUMENTS.
IN EFFECT FOR LE55 THAN ONE YEAR FROM THE DATE OF CERTIFICATE
THE PLANS AND 5PECIFIGATIONS ARE THE PROPERTY OF THE ARCHITECT AND
OF OGCUPANGY.
SHALL NOT BE USED OR REPRODUCED IN ANY FORM WITHOUT THE EXPRESS
WRITTEN PERM155ION OF THE ARCHITECT AND/OR THE OWNER.
el. SUBCONTRACTORS SHALL PROVIDE THE GENERAL CONTRACTOR WITH
SUCH PLANS AND INFORMATION AS MAY BE REQUIRED FOR THE ISSUANCE
3. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL
OF ACCEPTANCE CERTIFICATES.
NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,
5EQUENCE5, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS OR
10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS
ALL APPLICABLE PERMITS.
OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS
PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO
II. PROVIDE FIRE EXTINGUISHER HAVING A MINIMUM RATING OF 3-A, 40-5G,
CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
MOUNT AT 2'-cl 1/2" A.F.F. AT LOCATIONS SHOWN ON PLAN.
4. DO NOT SCALE DRAWIN55.
12. CONTRACTORS SHALL BE LICENSED TO PROVIDE SERVICES WITHIN THE
COMMUNITY OF THE AUTHORITY HAVING JURISDICTION. CONTRACTOR'S
5. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY
SHALL ALSO INCLUDE NECESSARY INSURANCE COVERAGE TO INDEMNIFY
ALL CONDITIONS, DETAILS, AND DIMENSIONS BEFORE PROCEEDIN6 WITH THE
THE OWNER, ARCHITECT, AND A6ENT'5 THEREOF FROM DAMAGES RESULTING
WORK AND SHALL BE RESPONSIBLE FOR COORDINATION OF THE SAME. THE
FROM THE PERFORMANCE OF THE CONTRACTOR'S WORK.
ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES.
13. INTERIOR FINISHES SHALL COMPLY WITH CHAPTER b, AND TABLE 803.3
6. JOB SUPERINTENDENT SHALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO
FOR SPRINKLERED BUILDINGS.
COMMENCING WORK,
14. CONTRACTORS SHALL PROVIDE ALL MATERIALS, EQUIPMENT, TOOLS
1. IT 15 INTENDED THAT ALL WORK BE FIRST QUALITY, AND AGGOMPLI5HED
TRANSPORTATION AND LABOR REQUIRED TO COMPLETE THE SCOPE OF
IN A WORKMANLIKE MANNER BY SKILLED CRAFTSMEN USING ACCEPTED
HORK IDENTIFIED WITHIN THESE CONSTRUCTION DOCUMENTS.
PRACTIGE5 AND METHODS APPROPRIATE TO THE TRADE INVOLVED.
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54" MIN.
I? MIN.
OI PAPER TOWEL D15PENSER:
15
MIN.
4BOBRIGK
8-262 OR EQUAL
36" MIN. WMA
12" 1,
42" MIN.
(�2 TOILET TISSUE DISPENSER:
BOBRIGK B-2868 OR EQUAL
(3)MIRROR:
BOBRIGK B-290 ID50 OR EQUAL
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BOBRIGK 5-440 SERIES OR EQUAL
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REQUIREDIBY FIELD INSPECTORS THAT
MAY BE ECESSARY IN ORDER TO
COMPLY NTH ALL APPLICABLE CODE .
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WAREHOU°
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TI'-0"
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24 PASSAGE
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124
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FILE CABINETS
CLEAR FLOOR SPACE FOR
LAVATORY (30"x48") COMPLYING
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PROJECT NO. 10504
DATE: MARCH b, 2004
SHEET:
A-2
WIN
AINI�)®W 5GHEDULE
MARK
HEAD
ABOVE
100'-0"
FRAME
STOOL
OLA55
DETAIL
DE51 ON
WIND
PRESSURE
REMARKS
WIDTH
HOT.
MAT.
COLOR
T K.
Y
TINT
A
b'-Oil
4'-O"
4'-b"
ALUM.
BRONZE
NONE
MFISR.
IMPACT 6LAZIN6
NONE
3/A-5
35.3/-3b.2 PSF
FIXED
B
8' O"
12'-O"
4'-b"
ALUM.
BRONZE
NONE
M66R.
IMPACT 6LAZIN6
NONE
3/A-5
31.6/-34.6 PSF
FIXED
LINE OF TRUCK WELL
SEE CIVIL DRAWIN65
METAL FRAME
n
1r
n& G& =T =I ===_=WIGL="
VVI\II�VL JVII\I
WEST
ELE\/ATI
ON
SCALE:
1/5" = I'-O"
PAINTED GMU TH15
ELEVATION
METAL
FRAME
3 ANCHORS
PER JAMB
51, GMU
LINTEL NOTE:
ALL PRE -CAST LINTELS TO BE CA5T-GRETE
OR EQUAL AND 16" WIDER THAN THE OPENING
THEY SPAN. LINTELS DE516NATED P5 ARE
POWER STEEL LINTELS. SEE SECTIONS.
N
—
5PLI T-FACE
12" D'
FAB.
3 5/43" METAL STUDS
(DOUBLE AT OPENIN65)
1/21, GYP. BD.
5" GMU
CAULK FINISH WHERE 'SPLIT -FACE
SHOWN FINISH
�O®SAME DAME FR®F I L E 5
SCALE: 5" = 1'-0"
mi
14/d" H'_n" I :VA"
iv
TEMPERED
OLA55
Q
i-
5GALE: 1/4" = I'-O"
2
1/2" 6YP5UM BOARD
ON METAL FURRING
PROVIDE "J" MOULD
SHIM AS REQUIRED
1 5/4" X 4 1/2" ANODIZED
ALUMINUM STOREFRONT
CONSTRUCTION (BRONZE)
CAULK
THESE PIONS A"10 ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
3_ REQUIRED BY FIELD INSPECTORS THAT
® N C� AY BE NECESSARY IN ORDER TO
CUMPLY WITH ALL Ph, Pp CODES.
--....�_ __... >)�_/ la 1 1 1 l— 1—" X r-N I I �_/ I N
SCALE: I/&" = I'-O" PAINTED GMU THIS ELEVATION
LI= Al GAal = =kl1 =V
n6 �_A MT =l ===_=1\IIGl ,I
SCALE: I/8" = 1'-0" 5PLIT-FACE GMU TH15 ELEVATION
n& �_ . 10 l/= =AM=1 =V
X /� I I lJ I `4
L ----J
SCALE: 115" = I'-O" SPLIT -FACE .MU TH15 ELEVATION
DOOR SCHEDULE
DOOR TYPE
TEMPERED OLA55
A B G D
HARDWARE SET
SET #1 NOTES:
11/2 PAIR 4" X 4" BUTT HIN6E5 I. KEY PER TENANT'S INSTRUCTIONS.
PRIVACY LOGK5ET W/ LEVER TYPE HANDLES 2. PAINTED DOORS TO HAVE ONE GOAT
SET #2 PRIMER d ONE GOAT LATEX SATIN
1 1/2 PAIR 4" X 4" BUTT HINGES ENAMEL FINISH.
LOCKSET WITH THUMB LATCH 3. PROVIDE DOOR STOPS FOR DOORS
ALUMINUM THRESHOLD (MAX. 1/2" H6T.) WITHOUT GLO5ER5.
SET #3 4. ALL SOLID GORE DOORS TO BE 1 3/4"
1 1/2 PAIR 4" X 4" BUTT HINGES THICK.
LOGK5ET WITH LEVER TYPE HANDLES 5. STAINED DOORS TO HAVE TWO GOATS
SET #4 URETHANE SATIN FINISH.
1 1/2 PAIR 4" X 4" BUTT HINSE5
LATGH5ET WITH LEVER TYPE HANDLES
MARK
R
POOR
POODES
DOOR
FRAME
HARD-
WARE
SET
DESIGN
WIND
PRE55URE
REMARKS
TYPE
HOT.
WIDTH
MAT.
FIN15H
MAT'L.
WIDTH
JAMB
ELEV.
101
PAIR
A
7'-0"
3'-0"
ALUMINUM
BRONZE
ALUMINUM
4 1/2"
1
1
2
33.7/-36.7 PSF
CLOSER; WEATHERSTRIP
102
SINGLE
G
b'-b"
3'-0"
5G WOOD
STAIN
METAL
5 5/4"
2
2
3
103
51NOLE
G
6'-b"
3'-0"
5G WOOD
STAIN
METAL
5 5/4"
2
2
3
105
51NOLE
G
b'-b"
V-O"
50 WOOD
STAIN
METAL
5 5/4"
2
2
3
106
51NOLE
G
b'-b"
3'-O"
50 WOOD
STAIN
METAL
5 5/4"
2
2
3
107
51NOLE
G
b'-b"
3'-O"
5G WOOD
STAIN
METAL
5 5/4"
2
2
3
lob
51NOLE
G
6'-b"
3'-O"
5G WOOD
STAIN
METAL
5 3/4"
2
.2
3
loci
51NOLE
G
6'-b"
3'-0.1
50 WOOD
STAIN
METAL
5 5/4"
2
2
4
110
SINGLE
B
3'-0"
5G WOOD
STAIN
METAL
5 5/4"
2
2
3
III
51NOLE
B
b'-b"
3'-0"
5G WOOD
STAIN
METAL
5 5/4"
2
2
3
112
51NOLE
B
6'-b"
3'-0"
5G WOOD
STAIN
METAL
5 3/4"
2
2
1
CLOSER; WEATHERSTRIP; SIGN: "TOILET" W/ HANDICAP SYMBOL
113
51NOLE
B
6'-b"
3'-0"
5G WOOD
57AIN
METAL
5 3/4"
2
2
3
CLOSER; WEATHERSTRIP
115A
51N6LE
B
7'-0"
3'-01,
INS. MTL.
PAINT
METAL
5 1/2"
3
3
2
33.V-36.7 P5F
CLOSER; WEATHERSTRIP
114
51NOLE
B
"
6'-6
3'-0"
5G WOOD
STAIN
METAL
5 3/411
2
2
1
CLOSER; 516N: "WOMEN" W HANDICAP 5YM130L
115
51N6LE
B
6-b"
3'-011
5G WOOD
57AIN
METAL
5 5/4"
2
2
1
CLOSER; SIGN: "MEN" W/ HANDICAP 5YM50L
116 2
SINGLE
B
6-6"
3'-011
5G WOOD
57AIN
METAL
5 5/411
2
2
3
CLOSER; VON: "TOILET" W/ HANDICAP SYMBOL
II7
51N6LE
B
6'-b"
3'-0"
5G WOOD
STAIN
METAL
5 5/411
2
2
3
10
51N6LE
B
7'-011
3'-0"
INS. MTL.
PAINT
METAL
5 1/2"
3
3
2
33.7/-36.7 PSF
CLOSER; WEATHERSTRIP
119
ROLL -UP
D
10'-0"
10'-0"
MFOR.
30.0/-33.0 PSF
119A
ROLL -UP
D
10'-011
10'-0"
MFOR.
30.0/-33.0 P5F
I MB
ROLL -UP
D
12'-O"
10'-0"
MF6R.
50.0/-55.0 P5F
119E
ROLL -UP
D
12'-0"
10'-0"
MFOR.
5G WOOD
50.0/-55.0 P57
120 2
51N&LE
B
b'-b"
3'-0"
STAIN
METAL
5 3/4"
2
2
3
121 2
51NOLE
G
b'-b"
3'-0"
5G WOOD
STAIN
METAL
5 3/4"
2
2
3
122&
51NOLE
G
b'-b"
V-O"
5G WOOD
STAIN
METAL
5 3/4"
2
2
3
123 2
51NOLE
G
b'-b"
3'-0"
5G W00D
STAIN
METAL
5 5/4"
2
2
3
124 2
51NI5LE
5
b'-b"
V-O"
5G WOOD
STAIN
METAL
5 3/4"
1 2
1 2
5
CLOSER; WEATHERSTRIP
REVISIONS:
Q5/Ib/o4-5LD6. DEPT.
Q7/12/04-OWNER
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PROJECT NO. 10504
DATE: MARCH b, 2004
SHEET:
A-3
W GMU BOND BEAM
#5 HORIZ: TIE TO CHAIR
BLOCK REINFORGIN6
GROUT ALL CELLS FULL
&" GMU W/ 1-#5 FROM
FOOTING TO BOND BEAM
SEE FOUND. PLAN
PROVIDE AEEP
HOLES AT 48" O.G.
DOCK PAVING-5EE
CIVIL DRAWINC75
_ FLOOR
LINE
J
i
COMPACTED FILL
I
TOP OF
FOOTING
5-#5OF CONTINUOUS O
TOP AND BOTTOM II L
� _
BETA I N I N0 AALL SEGTI ON
3/4" = I'—O"
CHAIR BLOGK--�
#5 HORIZ.- EXTEND 24"
INTO PERIMETER FTC.
DOCK BUMPER AS
REOV. BY OWNER
b" GMU W/ 1-#5 FROM
FOOTING TO SLAB
SEE FOUND. PLAN
GROUT ALL GELL5 FULL —
DOCK PAVING -SEE
CIVIL DRAWINGS
3-#5 CONTINUOUS
4" CONCRETE SLAB
(SEE FOUNDATION PLAN)
FLOOR 100'-O"
LINE
COMPACTED FILL
TOP OF q5'_4"
FOOTING
Q
2'-O"
DOG< AALL SECTION
3/4" = 1'-0"
GEILIN6
HOT. + 4"
ACOUSTICAL
PANEL CEILING
1/2" GYP. BOARD
PROVIDE R-II IN50LATION
WHERE 5HOAN ON PLANS \
SEE FOUNDATION PLAN
100'-O
,R-Iq INSULATION
VARIES
ACOUSTICAL PANEL
GEILIN6 (OMIT CEILING
ON WAREHOUSE SIDE)
3 5/5" (5TN25) METAL
STUDS AT 16" O.G.
SEE FINISH SCHEDULE
FOR BASE AND FLOOR
FINISHES
INTERIOR HALL SECTION
3/4" = 1'-0"
ROLL -UP DOOR
SEE OTHER SECTIONS
FOR DETAILS
•
•
AS REG2'D.
PAVING-5EE CIVIL
ENOINEERIN6 7A6
n
DOOR SILL DETAIL
1 1/2"
FOR ADDITIONAL INFORMATION
SEE SECTION 2 THIS SHEET
6" R-Iq INSULATION
A/ VAPOR BARRIER
W SPLIT -FACE GMU (TURNED UP-SIDE-
DO^IW AND GROUTED FULL W/ 5000 P51
GROUT ON POWERS STEEL 1-2-b" LINTEL.
(FOLLOW MF6R5. SPECIFICATIONS)
1/4" SHIM SPACE
CONCRETE SLAB W/ bxb-WI.4xWl.4 III
MM OR FIBER MESH REINFORGIN6
OVER 6 MIL VAPOR BARRIER
OVER P015ONED COMPACTED FILL
ui
2-#5 CONTINUOUS
FERIMETER FOOTING
3/4" = 1'—O"
26 6A. ROOF PANEL BY
METAL BLDG. MF6R.
R-10, 3" VINYL
FACED INSULATION
ROOF PURLIN
STEEL FRAMING BY THE
METAL BUILDING MANUFACTURER
R-10, 3" VINYL
FACED INSULATION
GIRT5 AS SUPPLIED BY THE
METAL BUILDING MANUFACTURER
ANCHOR TO GMU WALL W/ 1/4" X 2"
TAPCON5 AT 52" O.G.
1 5/4" X 4 1/2" ANODIZED BRONZE
ALUMINUM STOREFRONT CONSTRUCTION
W/ 1/4" TEMPERED OLA55
�{ESEPLANS ANO ANY CORRECT ONS
pRESUBJECT SEE FOUNDATION
SLAB
SEE FOUNDATION PLAN
TO
REQUIRED ggCE �64Aa � ORDERRSTH ES
IAWBEN ti
COMPLY WITH'LL �PpL,C ELE COD
GROUT FULL e a
1/2" 6YP5UM BOARD ON 1 5/5"
a METAL STUDS AT Ib" O.G.
W/ R-5 INSULATION BETWEEN
ALUM' NUM' A I NDOA SEC,TI ON
1 1/2" = 1'-0"
#5'5 EACH
5EE FOUNDATION PLAN
ENDAALL SECTION
3/4" = 1'-0"
EAVE TRIM BY
MTL. BLD6. MFGR.
VARIES
26 &A. STEEL PRE -FINISHED
METAL RIBBED SIDING
BOND BEAM COURSE
W/ 1- #5 CONTINUOUS
5" GMU OR SPLIT FACE GMU
W/1-#5 GROUTED CELL TO BOND
BEAM. SEE PLANS FOR LOCATION.
R-10, 3" VINYL
FACED INSULATION
ROOF PURLIN
STEEL FRAMING BY THE
METAL BUILDING MANUFACTURER
R-10, 3" VINYL
FACED INSULATION
61RT5 AS SUPPLIED BY THE
METAL BUILDING MANUFACTURER -
ANCHOR TO GMU WALL W/ 3/16" X
TAPCON5 AT 32" O.G.
#5 X 20" LON6 ONE PIECE HAIRPIN
TO BE BENT AROUND ANCHOR BOLTS
W/ 45 DEG. "V" BEND ----------
CONCRETE SLAB
SEE FOUNDATION PLAN \
FLOOR
LINES 100 -O„
\6RADE LINE
26 6A. ROOF PANEL BY
METAL BLD6. MFOR.
12
1/2
#5'5 EACH WAY---T SEE FOUNDATION PLAN
HALL SECTION
3/4" = 1'-0"
REVISIONS:
TOPOF 122'-01,
O
L_
GUTTER BY METAL
L`
BUILDING MANUFACTURER
z°
CC
w
a
0
tr
�
O
O
m
26 GA. STEEL PRE -FINISHED
O
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co
METAL RIBBED SIDING
c
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U
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DC
ca
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O
(TYPICAL OF ALL)
(�
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TOP OF
CMU I10-O
BOND BEAM COURSE
W/ 1- #5 CONTINUOUS
O
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8" GMU OR SPLIT FACE GMU
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BEAM. SEE PLANS FOR LOCATION.
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LINE 100'-O" N O `GRADE LINE
PROJECT NO. 10304
DATE: MARCH b, 2004
SHEET:
A-4
PLUMBING NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT 4" \
ACCORDANCE WITH APPLICABLE LOCAL CODES, RULES AND 3"VTR 2 \
ORDINANCES. .4' i 2" J ` 1'
2. ALL MATERIALS SHALL BE NEW. L1 'i /i 2
i
2"
%�4' 7-12-04 OWNER
3. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING i 2" i i ,ii 2"
FCO CHANGES
" � 31/2 HB
CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE R i 2" 3?�` �
3"HD 2" ��� � i �r EWC 1/2"
i WC1 2„/L1 I ! .�
COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. �, L1 J
i
L1 4" ,
4. REQUIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR 3„ 3„ �`.� 2' WCI 1 I `\ 1/2"
Ll�
3/4'�,, 1 „ 1„
FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE 1/2" EWC /2
FOR THE DURATION OF WORK. JS 3„ WCI 2"41 \`�`.�2•• 1/2" L /3/4���/j� C
WC 1 ' WC 1 WC 1
5. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, 2„ 2'� �`.�T\ /, JS\� J � L1 � S1 �
INSPECTION AND TESTS. 4' i i i �1/2" I I/ cq
FCO i 2'1 ��. �2" WC1 � ✓V
6. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT DOCK � i
LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. Si 1/2 1/2" 3/4
3„ L 1 %I
7. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO r
AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION.. 1 2" / O
HB
8. CONTRACTOR SHALL GUARANTEE ALL MATERIALS & WORKMANSHIP 2„ WC1 3„J�z
`\Fq .00
FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR i I WC1 b cc
FROM DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE EWC m a
COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE o
REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION
WHICH MAY HAVE BEEN DAMAGED. 2„ IWO
4 C
TO SANITARY EWC q v d+
9. PROVIDE 6 SETS OF SUBMITTALS FOR REVIEW BY ARCH/ENGR .�
PRIOR TO PURCHASHING ANY EQUIPMENT OR MATERIALS. SUBMITTALS MANHOLE
SANITARY I ETRIC WATER ISOMETRIC
4'• w
SHALL INCLUDE ALL ITEMS AND MATERIALS SUPPLIED BY A
CONTRACTOR. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT NTS NTS
O�
VIEWED SUBMITTALS SHALL BE REMOVED AND REINSTALL AT IIS ECO
ARCH/ENGR DISCRESTION WITH NO ADDITIONAL COMPENSATION TO ■ ■ ° , ■ ■ ■ • ■ , ■ ■ ■ ■ ■ ■ ■ . . it Op CONTRACTOR. O
q 114A q GATE I ALVE ( TW�IkAL)
_
10. PROVIDE 2 SETS OF MAINTENANCE AND OPERATION MANUALS ON F.E. m
ALL MECHANICAL EQUIPMENT OR SYSTEMS. — -�
0
11. VERIFY LOCATION, SIZE, INVERTS AND ALL EXISTING ° THERMAL EXPANSION CON ROL
UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ADVISE ENGINEER THERM-X-TROL MOD ST-2 V, 0
U
OF ANY DISCREPANCIES. 10.3 GAL, 150 PSI.
SEE PLAN F R SIZE
12. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE b
CONTROL VALVES AND ACCESS PANELS. SEE PLAN FOR SIZE
13. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL CIS
UNION{
DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS. (TYPICAL) — — O
14. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES. ACCESS TEMPE ATURE AND PRESSURE �
RELIE VALVE AS REQUIRED ■
PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATING. ALL BY LO AO L CODE �mrj
ACCESS PANELS MUST MATCH THE FINISH OF THE WALL IN WHICH IT C)
cq
SPECIFICATION.
IS INSTALLED. WATER EATER (EWH) SEE
15. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN
ELECTRICAL EQUIPMENT ROOMS. jI PIPE, FULL SIZE OF T&P
DRAIN VALVE RELIEF VALVE
16. ALL HOT WATER PIPES UNDER SINKS SHALL BE WRAPPED AND
INSULATED WITH HANDI-SHIELD WRAP OR EQUAL. 24 GAUGE GALVANIZED
SHEETMETAL OR 60 MIL. IGH
17. INSULATE ALL HOT WATER LINES WITH:- 1" THICK IMPACT PLASTIC DRAINPA .
• TERMINATE PIPING
FIBERGLASS. PLATFORM AS NEEDED 2" ABOVE JAN SINK
FOR INDIRECT
18. WATER PIPING AND FITTINGS SHALL BE SCHEDULE 40 "CPVC" CONNECTION
WITH A RATING OF 100 PSI AT 180 DEG. F.
1" JApj�,UL�NK .
19. SOIL, WASTE, VENT, AND STORM PIPING SHALL BE SCHEDULE FINISHED FLOOR --- 8
40 PVC-DWV PIPE AND FITTINGS WITH NSF SEAL OF APPROVAL, ASTM -----
D2665-82 (PVC) AND ASTM D2661-84 (DWV), AS MANUFACTURED BY
G. S. R. , CHARLOTTE PLASTIC PIPE & FOUNDRY CO., OR EQUAL.
MAKE PVC JOINTS WITH PVC-DWV SOLVENT CEMENT, ASTM D2564-88
"UNI-WELD" 1200 UP TO 6" PIPE DIAMETER. A •
20. CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY W TER HEA ER DETAI FE
FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS PRIOR TO wAREH U5E GONFERENGE
BID. NTS EWH- G6J OFFIGE 5UPPUE5 122 OFFICE OFFICE E571MATOR
20 121 33 03 02 ° �r
FIXTURE SCHEDULE: PA55A6E ■ O
24 GOV ED O 'I ro PROVIDE FIXTURES AS LISTED BELOW OR EQUAL FROM THE FOLLOWING ENTR r ,
MANUFACTURES: `J •�
AMERICAN STANDARD, KOHLER. ELDER, SLOAN, ZURN, CHICAGO FAUCETS, T&S, 3„ D FILEGA5INET5 FE 101 U
SPERZEL, OLSONITE, JOSAM, ACORN, ELKAY, HALSEY TAILOR, RHEEM, 2 U
11
LOCHINVAR, A. 0. SMITH, WADE, SMITH. TOILET O
SED WORK we 1 6
T ESEPIANS ARD A' E,PRCP JS E c �, o O a�
WC1 HANDICAPPED WATER CLOSET - WHITE AMER. STD. 2216. 143 ARESUWECTT06�NYCaR ECT�ONS L1 �o ,� •+.11-4
FLOOR MOUNTED, WITH TANK, `.12" ROUGH -IN EQUIREDBYFIELDINSP� TgRSTHAT U Y
1.6 GPF, ELONGATED O O N
MAY BE NECESSARY IN RDERTO wc1 MEN IIS- -- Z � a
OPEN FRONT, LESS COVER SPERZEL 50EWSSCH m
COMPLY WIT4'A L Ai?F 9C .�E CODES. wAREH USE L 1 �-1 � uO1i o � i-1 rO� ii
■ OFFGE FCO OPEN OFFICE AREA • rn m m (� v �I
L1 HANDICAPPED LAVATORY, WALL HUNG - WHITE AMER STD 0356.015 7 L1 EWC FCO o4 a
FAUCET: 8 CENTERS, 5-3/8" SPOUT, WOMEN HB 1" 'N^ z
4" BLADE HANDLE CHICAGO 788-E3 wC1 3°F 4 ^
FLOOR CARRIER }( O Z o 4 w ,
WADE 400 rr, JS JANITOR'S SINK, 2' X2' FLOOR FIAT TSBC-6012
F.E. � o a
S1 HANDICAPPED SINK 'SINGLE BOWL ELKAY LWR-2522-R TOILET 6-
oho
8" CENTERS, 8" SPOUT, 4" LEVER HANDLE CHICAGO 201-317 2 ION uj Z-1
_1 _ w
Z M F
IV U
EWC ELECTRIC WATER COOLER ELKAY EBFSA-8 EWC 1 BREAK = n �
OFFICE OFFICE OFFIGE OFFIGE z g^�
5 PP IFS Ro OM 108 07 06 105 N ^o v
HB HOSE BIBS CHICAGO 387-E27 0 � c
W/ VACUUM BREAKER F,E. ELECT. /
« yw�
• • • • • ■ • ■ ■ • • • ■ ■ • ■ ■ • ■ ■ • (p 0 la
WHA WATER HAMMER ARRESTER SMITH 5040 7 o
3 ❑ HB Q W "' a PRO.IEGT NO. 10504
TP TRAP SEAL PRIMER VALVE JOSAM 88250 r � DATE:MARGH 8,2004
HD HUB DRAIN - W/FUNNEL STRAINER JOSAM 30000-E3 V
SHEET:
FCO FLOOR CLEANOUT, ADJUSTABLE COLLAR, JOSAM 5837OA-2 BRONZE TOP /
G P_ 1
ECO EXTERIOR CLEANOUT BRONZE BODY AND PLUG JOSAM 58490-7
EWH ELECTRIC WATER HEATER RHEEM 61VP20S m FLOOR PLAN PLUMBING
20 GAL, 4.5 KW, 240/1 VAC
NORTH SCALE: 1/8'il'-0'
A/C LEGEND :
WS
WALL SWITCH
SD
SMOKE DETECTOR
OH
HEAT DETECTOR (FIRE STAT)
OT
THERMOSTAT
1O
KEYED NOTE:
EF
1
EQUIPMENT TAG: (ex. EF-1)
SUPPLY AIR DIRECTION
—�
RETURN AIR DIRECTION
*>
UNDER CUT DOOR
1" MIN UNLESS INDICATED
®
INDICATES SUPPLY AIR
INDICATES RETURN AIR
®
INDICATES EXHAUST AIR
CD
GRILLE MARKER: INDICATES
12X12
TYPE "CD" GRILLE WITH 12"X12"
300
NECK, BALLANCE FOR 300 CFM.
SUPPLY AIR GRILLE IN T—BAR
®
CEILING SEE ARCHITECT'S
REFLECTIVE CEILING PLAN
® SUPPLY AIR GRILLE SURFACE
MOUNTED INTO CEILING TILE
OR DRYWALL CEILING.
ED WALL CAP
DW DRYWELL SEE DETAIL
FLEXIBLE DUCT: SIZE TO MATCH
DIFFUSER NECK SIZE, UNLESS
OTHERWISE INICATED.
FLEX DUCT COLLAR W/OBD
SPLITTER DAMPER
45 DEG TAP WITH DAMPER
}� DUCT TRANSITION
OPPOSED BLADE DAMPER (OBD)
FIRE DAMPER WITH ACCESS DOOR
HVAC KEYED NOTES:
1. PROVIDE AN 8" RND OUTSIDE AIR DUCT TO WALLCAP.
2. PROVIDE A 6" RND EXHAUST DUCT TO ROOFCAP.
COMPLY %1VI ALL ApPL' CAULt.
^ NORTH SCALE: 1 /B' =1' -0'
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U G-I
PRO.EGT NO. 10304
DATE: MARrH S, 2004
SHEET:
M-1
MECHANICAL EQUIPMENT NOTES:
1. ALL MECHANICAL EQUIPMENT SHALL BE ARI & U.L. LISTED
WHERE APPLICABLE AND RATED FOR THE REQUIRED SERVICE,
PRESSURES, TEMPERATURES, AND SHALL BE PROVIDED WITH ALL
NECESSARY TRANSFORMERS, SEALS, VALVES, CONNECTIONS, ETC. TO
FUNCTION PROPERLY.
2. ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN
25/50.
3. PROVIDE A MIN. OF 3' CLEARANCE IN FRONT OF ALL 120-240
VOLT RATED PANELS AND DISCONNECTS. PROVIDE ADEQUATE SIDE
CLEARANCE PER NEC.
4. PROVIDE MOTOR STARTERS FOR ALL MOTORS.
5. PROVIDE IONIZATION TYPE AIR DUCT SMOKE DETECTORS WITH
ACCESS DOORS WHERE INDICATED ON PLANS. ALL SMOKE DETECTORS
SHALL BE BY ONE MANUFACTURE, COORDINATE VOLTAGE ETC. WITH
ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM BEFORE ORDERING.
UPON DETECTION, SMOKE DETECTORS SHALL SHUT DOWN" ASSOCIATED
AIR MOVING EQUIPMENT AND ALL AIR MOVING EQUIPMENT SERVING
THAT COMMON PLENUM. CONNECT SMOKE DETECTOR TO BUILDING
CENTRAL FIRE ALARM SYSTEM. IF BUILDING DOES NOT HAVE A
CENTRAL FIRE ALARM SYSTEM, PROVIDE REMOTE ANNUNCIATOR/TEST
STATION WITH PIEZO ALERT AND LED, IN OCCUPIED AREA (PER NFPA
90A CH 4-4.4). SMOKE DETECTOR SHALL BE "SYSTEM SENSOR" -
DH400ACDC WITH 21-390 ANNUNCIATOR OR EQUAL.
6. PROVIDE FLEXIBLE DUCT CONNECTORS, RATED AS REQUIRED, TO
ALL FANS, A/C UNITS, OR MECHANICAL EQUIPMENT, EXCEPT FANS
USED FOR GREASE EXHAUST.
7. PROVIDE VIBRATION ISOLATORS ON ALL MECHANICAL EQUIPMENT
AS CALLED FOR IN THE SPECIFICATIONS. IF NOT SPECIFIED, AS
RECOMMENDED BY MANUFACTURER FOR QUIET AND VIBRATION FREE
OPERATION.
8. PROVIDE A MIN. OF 10' CLEARANCE BETWEEN O/A INTAKES AND
VTR OR EXHAUST OPENINGS.
9. HVAC CONTRACTOR SHALL TEST AND BALANCE ALL MECHANICAL
EQUIPMENT AND AIR DEVICES, EXTRACTORS, DAMPERS, A/C UNITS,
FANS, ETC. TO PROVIDE THE DESIGN QUANTITIES AS SHOWN ON THE
PLANS OR SCHEDULES.
10. TEST AND BALANCE SHALL NOT BE STARTED UNLESS FILTERS
ARE CLEAN. ANY BALANCING WORK COMPLETED WITH DIRTY FILTERS
WILL HAVE TO BE REDONE. PRIOR TO STARTING BALANCING OPEN
ALL DAMPERS IN DUCT SYSTEM AND AT GRILLS. ALL FLOW
ADJUSTMENTS SHALL BE MADE AT THE BRANCH TAKEOFF, NOT AT THE
GRILLS. ALL AIR FLOWS LISTED IN REPORT SHALL BE THE FINAL
READINGS AFTER ALL ADJUSTMENTS ARE MADE. AFTER ALL AIR
FLOWS ARE ADJUSTED THE TEST AND BALANCE CONTRACTOR SHALL
TAKE AND RECORD THE FOLLOWING TEMPERATURES, PRESSURES, AND
AMPERAGES:
a) EVAPORATOR ENTERING AIR TEMPERATURE
b) EVAPORATOR LEAVING AIR TEMPERATURE
c) CONDENSER LEAVING AIR TEMPERATURE
d) AMBIENT AIR TEMPERATURE
e) REFRIGERANT SUCTION PRESSURE
f) REFRIGERANT DISCHARGE PRESSURE
g) UNIT VOLTAGE
h) COMPRESSOR AMPERAGE
1) EVAPORATOR FAN MOTOR AMPERAGE
j) CONDENSER FAN MOTOR AMPERAGE
11. RUN CONDENSATE DRAINS TO DRYWELL, AS REQUIRED.
CONDENSATE DRAINS SHALL BE A MINIMUM OF 3/4". CONDENSATE
DRAINS SHALL BE SCHEDULE 40 PVC, WITH 1/2" ARMAFLEX
INSULATION.
12. MOUNT ALL EQUIPMENT FOR WIND LOADS AND MOUNTING HEIGHTS
AS REQUIRED BY LOCAL CODES.
13. ALL PIPING AND DUCTWORK SHALL BE SLEEVED THRU WALLS,
BEAMS, SLABS, ETC, AS REQUIRED AND COORDINATED WITH THE
STRUCTURAL ENGINEER. PROVIDE NECESSARY TRANSITIONS AS
REQUIRED FOR DUCTWORK INSTALLATION.
14. CONTRACTOR WILL PROTECT THE AIR-CONDITIONING UNITS AND
DUCTWORK IN THE FOLLOWING MANNER. PRE -FILTER ALL RETURN AIR
GRILLES WITH ROLL TYPE FILTER MEDIA AND REPLACE IT AS NEEDED
THROUGHOUT THE CONSTRUCTION PERIOD. EQUIPMENT MUST NOT BE
STARTED FOR ANY PURPOSE UNTIL THE DRYWALL SANDING, ETC. IS
COMPLETED. ONCE DRYWALL SANDING IS COMPLETED, THE UNITS MAY
BE STARTED ONCE THE ABOVE PRE -FILTERING IS COMPLETED.
COORDINATION NOTES:
1. A/C CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS
WORK FOR SIZE, LOCATION, CLEARANCE, ACCESS AND ELECTRICAL
CHARACTERISTICS WITH ALL OTHER TRADES AND TO PROVIDE SHOP
DRAWINGS,TO THE ENGINEER FOR REVIEW BEFORE INSTALLATION OF
DUCTWORK OR EQUIPMENT. SHOP DRAWING WILL INCLUDE BEAM OR
STRUCTURE ELEVATION & REQUIRED EQUIPMENT ACCESS AREAS.
2. WALL, ROOF, AND CEILING OPENINGS INDICATED ON
'CONTRACTOR DRAWINGS'ARE NOMINAL DIMENSIONS ONLY AND ALL
DUCT, PIPE OR EQUIPMENT PENETRATIONS SHALL BE SLEEVED AND
FIRE RATED AS REQUIRED, ADJUST OPENINGS
3. COORDINATE LOCATION OF CEILING DIFFUSERS, GRILLES AND
REGISTERS IN THE FIELD WITH LIGHTS, SPRINKLERS AND
ARCHITECTURAL ELEMENTS.
4. COORDINATE LOCATION OF A/C UNITS, THERMOSTATS, FANS AND
DUCTWORK WITH BUILDING STRUCTURE AND OTHER TRADES SO THAT NO
INTERFERENCES OCCUR.
5. IN GENERAL, DUCT OFFSETS HAVE NOT BEEN SHOWN. A/C
CONTRACTOR TO COORDINATE THESE AS REQUIRED.
6. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN
NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCH.
PLUMBING, ELECTRICAL AND STRUCTURAL PLANS. DUCT AND PIPING
OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE
AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE
PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE
OWNER.
GENERAL NOTES:
1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,
EQUIPMENT, ACCESS PANELS, CONTROL SYSTEMS, DEVICES, PERMITS
AND SERVICES NECESSARY FOR FURNISHING AND INSTALLING OF A
COMPLETE SERVICEABLE MECHANICAL SYSTEM.
2. ALL MECHANICAL SYSTEMS ARE TO BE INSTALLED IN
ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE NFPA
STANDARDS, ANSI STANDARDS, THE LOCAL BUILDING CODE, PLANS
AND SPECIFICATIONS.
3. ALL MATERIALS SHALL BE NEW (UNLESS OTHERWISE INDICATED)
AND ANY DAMAGED EQUIPMENT SHALL BE REPLACED.
4. CONTRACTOR WILL WARRANTY ALL MECHANICAL SYSTEMS,
EQUIPMENT, PARTS AND LABOR FOR A PERIOD OF ONE (1) YEAR
AFTER C.O.
5. PROVIDE 6 SETS OF SUBMITTALS FOR REVIEW BY ARCH/ENGR
PRIOR TO PURCHASING ANY EQUIPMENT OR MATERIALS. SUBMITTALS
SHALL INCLUDE ALL ITEMS AND MATERIALS SUPPLIED BY
CONTRACTOR. SUBMITTALS SHALL HAVE A SUMMARY SHEET SHOWING
ALL SCHEDULED INFORMATION. ANY EQUIPMENT OR MATERIALS
INSTALLED WITHOUT REVIEWED SUBMITTALS SHALL BE REMOVED AND
REINSTALL AT ARCH/ENGR DISCRETION WITH NO ADDITIONAL
COMPENSATION TO CONTRACTOR.
6. PROVIDE 2 SETS OF MAINTENANCE AND OPERATION MANUALS ON
ALL MECHANICAL EQUIPMENT OR SYSTEMS.
7. ALL LOUVERS, GRILLES, PIPING, ETC. SHALL BE PAINTED TO
MATCH SURROUNDING COLOR AND TEXTURES AS REQUIRED BY
ARCHITECT. VERIFY COLOR AND TEXTURE WITH ARCHITECT. PAINT
ALL EXPOSED MECHANICAL EQUIPMENT WITH BENJAMIN MOORE EPDXY
ENAMEL 182.
8. ALL OPENINGS IN BUILDING STRUCTURE, FOR DUCTWORK,
PIPING, ETC. TO BE 1/2" LARGER (ON ALL SIDES) THEN THE
OUTSIDE DIMENSIONS. FILL VOIDS WITH FIRE RETARDANT SILICONE
FOAM (I.E. CHASE -FOAM CTC PR-855 BY CHASE TECHNOLOGY CORP.).
DUCTWORK & ACCESSORIES NOTES :
1. ALL DUCTWORK SHALL BE AS FOLLOWS OR APPROVED EQUAL:
a) SUPPLY - MANVILLE SUPERDUCT 1-1/2" 3/4 LB FIBERGLASS
DUCTBOARD R=6.0.
b) RETURN - MANVILLE SUPERDUCT 1-1/2" 3/4 LB FIBERGLASS
DUCTBOARD R=6.0.
c) FLEX DUCT - THERMAFLEX G-KM R=6.0.
d) O/A - GALV. SHEETMETAL W/ 1" 3/4 LB WRAP
e) EXHAUST - GALV. SHEETMETAL
2. ASSEMBLE, INSTALL, AND SEAL DUCTWORK IN ACCORDANCE WITH
SMACNA "HVAC DUCT CONSTRUCTION STANDARD". UNLESS OTHERWISE
NOTED ON PLANS CONSTRUCT DUCTWORK TO 2" DUCT CLASS, SEAL
CLASS "B", AND LEAKAGE CLASS 12.
3. SEAL ALL SHEETMETAL DUCTS JOINTS WITH RCD #8 MASTIC.
4. MAKE JOINTS FOR DUCT WRAP AND DUCTBOARD WITH GLASS
FABRIC AND VAPOR BARRIER COATING TO 30 MILL DRY FILM
THICKNESS, RCD #9.
5. CONTRACTOR SHALL PROTECT ALL FIBERGLASS INSULATION
PRODUCTS FROM DAMAGE. INSULATION PRODUCTS SHALL NOT BE
ALLOWED TO GET WET. INSULATION DAMAGED AS A RESULT OF
MOISTURE, VANDALISM, OR CONSTRUCTION TRAFFIC SHALL BE
REPLACED.
6. PROVIDE RUSKIN "DIBD2" TYPE "B" FIRE DAMPERS (UL 555
DYNAMIC RATING) WITH ACCESS DOORS WHERE INDICATED ON PLANS.
7. USE RADIUS RECTANGULAR FITTINGS OR TURNING VANES IN ALL
SUPPLY DUCT ELBOWS, CONICAL BRANCH TAKE -OFFS, SPLITTER
DAMPERS WHERE INDICATED ON DRAWINGS AND VOLUME CONTROL
EXTRACTORS IN ALL BRANCH DUCTS OR DIFFUSER CONNECTIONS.
8. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS.
9. PLANS ARE DIAGRAMMATIC. IN GENERAL DUCT OFFSETS HAVE
NOT BEEN SHOWN. A/C CONTRACTOR SHALL COORDINATE THESE AS
REQUIRED WITH BUILDING STRUCTURE AND OTHER TRADES.
10. TERMINAL AIR DISTRIBUTION DEVICES SHALL BE AS FOLLOWS
OR APPROVED EQUAL:
a) CD CEILING DIFFUSER MODEL TDCA-AA, 24X24 MODULE TYPE
3 BORDER, WITH SQUARE OR ROUND NECK. PROVIDE 4-WAY AIR
PATTERNS UNLESS OTHERWISE SHOWN ON PLANS.
b) RAG RETURN AIR GRILLE MODEL 350FL.
11. PAINT DUCTWORK VISIBLE BEHIND AIR DISTRIBUTION DEVICES
MATTE BLACK.
r
REq
V
THESE PLANS AND ALL p %pouD WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INVECTOR3 THAT
MAY BE NECESSARY IN ORDIR TO
COMPLY Wrffi f.:.L APPLIUME COM,
SPLIT SYSTEM SCHEDULE
MARK
AH/CU-1
AH/CU-2
SYSTEM
TYPE
CLG/ELEC HTG
CLG/ELEC HTG
AREA
SERVED
SEE
SEE
PLANS
PLANS
AIR
HANDLER DATA:
MANUFACTURER
TRANE
TRANE
MODEL NO.
TWEO6OC
TWE060C
WEIGHT (LBS)
200
200
CABINET TYPE (VERT/HORIZ)
VERT
VERT
CFM TOTAL
1700
1775
CFM 0. A.
250
200
E. S. P. ( " W. G. )
.5
.5
H. P. /F. L. A.
. 50/5. 9
50/5. 9
RPM ( SPEED)
( MED)
(MED)
ELECTRIC HEATER KW
7.2
7.2
HEATER STAGES
1
1
HEAT LOCATION (DUCT/INT.)
INTERNAL
INTERNAL
VOLTAGE (V/PH/60)
208/1/60
208/1/60
POWER CONN. (SINGLE/MULTI)
SINGLE
SINGLE
MAX FUSE
60
60
CONDENSING
UNIT DATA:
MANUFACTURER
TRANE
TRANE
`
MODEL NO.
TTRO60C
TTRO60C
WEIGHT (LBS)
260
260
COMP. QTY
1
1
COMP. F. L. A. EA.
29. 1
29.1
COMP. L. R. A. EA.
141.0
141.0
TY
CONDQFAN H. P. ( EA)
25
.25
COND FAN F. L. A. ( EA)
1.9
1. 9
VOLTAGE (V/PH/60)
208/1/60
208/1/60
MCA
38.0
38.0
MAX FUSE
60
60
SYSTEM DATA 95 DEG F AMB :
TOTAL COOLING (TMBH)
58.2
58.2
SENSIBLE CAPACITY (SMBH)
39.2
39.2
ENT. AIR TEMP. (F) (DB WB)
80 67
80/67
COMPRESSOR STAGES %
0/100
0/100
HEATPUMP CAPACITY �MBH)
-
-
A. R.
I. SYSTEM EFFICIENCIES:
SEER/HSPF
10. 20/1. 0
10. 20/1. 0
EER/IPLV/COP
-
-
REMARKS:
SEE BELOW j
SEE BELOW
SPLIT SYSTEM NOTES:
1.
SELECTION BASED ON TRANE, PROVIDE EQUAL BY
CARRIER,
MCQUAY, YORK, RHEEM, OR RUUD.
2.
ALL UNITS MUST BE UL LISTED AND ARI CERTIFIED.
3.
PROVIDE LIQUID LINE FILTER -DRYER SIGHT -GLASS
AND SOLENOID
VALVE.
4.
PROVIDE SERVICE VALVES ON SUCTION AND LIQUID
LINES.
5.
PROVIDE ONE YEAR WARRANTY ON UNIT, 5 YEAR
WARRANTY ON
COMPRESSOR.
6.
PROVIDE BUILT-IN FACTORY WIRED UL ELECTRIC
HEATER
W/HEATER CONTROL PACKAGE.
7.
PROVIDE PROPER VIBRATION ISOLATION AS PER
DRAWINGS AND
SPECIFICATION, IF NOT SHOWN, AS PER MANUFACTURER'S
RECOMMENDATION.
B.
SIZE AND RUN COPPER REFRIGERANT PIPING AS
PER
MANUFACTURERS PUBLISHED RECOMMENDATIONS TO
PROVIDE LISTED
SENSIBLE AND TOTAL MBH.
9.
PROVIDE AUX. DRAIN PAN AND A/C CONDENSATE
DRAIN LINES
WITH A TRAP AND CLEANOUT.
10.
PROVIDE 3/8" THICK ARMAFLEX FIRE RETARDANT
PIPING
INSULATION ON A/C CONDENSATE LINES, 1/2" THICK
ON REFRIGERANT
SUCTION LINES 2-5/8" AND SMALLER, AND 3/4"
ON ALL LINES LARGER
THAN 2-5/8". PROVIDE AN ALUMINUM JACKET TO
PROTECT THE
INSULATION ON ALL PIPING OUTDOORS AND IN MECHANICAL
ROOMS.
OVERLAP END OF JACKET BY THREE INCHES AND
SECURE WITH
STAINLESS STEEL BANDING.
11.
PROVIDE TWO SETS OF 1" 40% FILTERS TRI-DIM
ES60M THROW
AWAY FILTERS (800 937-1450).
12.
E. S. P. DOES NOT INCLUDE COIL OR CABINET LOSSES.
13.
UNLESS OTHERWISE NOTED CAPACITIES AND EFFICIENCIES
ARE AT
ARI CONDITIONS:
14.
COORDINATE WITH ELECTRICAL CONTRACTOR BEFORE
BIDDING OR
ORDERING ANY EQUIPMENT.
15.
SEE GENERAL, AIR CONDITIONING, DUCTWORK, AND
COORDINATION
NOTES FOR OTHER FIELD SUPPLIED ITEMS.
16.
PROVIDE A/C UNITS WITH HEATING AND COOLING
THERMOSTAT
WITH FAN ON -OFF -AUTO SWITCH. . SET STAT FOR
FAN IN AUTO MODE.
FAN SHALL NOT RUN UNLESS THE COMPRESSOR OR
HEATER IS ON.
FAN SCHEDULE
2
MARK
EF-1, 2, 3, 4
QUANITY
4
TYPE
CEILING
SERVICE
RESTROOMS
MANUFACTURE
GREENHECK
MODEL NO.
SP-6
WEIGHT
10
AIR DATA:
C. F. M.
75
S. P.
.25
RPM
1500
B. H. P. ( WATTS)
(40)
TIP SPEED
-
SONES
3.4
MOTOR DATA:
DRIVE
DIRECT
R. P. M.
1500
H. P. ( WATTS)
(40)
VOLT-PH-HZ
120/1/60
REMARKS
1, 2, 3, 4
FAN NOTES
1. SELECTION BASED ON GREENHECK,
PROVIDE EQUAL BY PENN,
LORAN COOK, OR ACME.
2. PROVIDE MOTOR STARTERS AND ALL ASSOCIATED CONTROLS ON ALL
FANS.
3. PROVIDE BACK DRAFT DAMPER FOR
ALL EXHAUST.
4. SWITCH WITH LIGHTS.
REVISIONS:
7-12-04 OWNER
CHANGES
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W PROJPGT NO. 10504
0DATE: MARC44 6, 2004
SHEET:
���' M-2
REVISIONS:
OUTSIDE AIR
VOLUME DAMPER
RETURN AIR
DUCT
FLEXIBLE
CONNECTION
FIN. FLOOR
' C' CHANNEL
SUPPORT AS REQ' D
SMOKE DETECTOR
FIN. CEILING
SUPPLY AIR DUCT
FLEXIBLE CONNECTION
- AIR HANDLING UNIT
— R/A PLENUM BASE
VIBRATION ISOLATION
AIR HANDLING UNIT DETAIL
N. T. S. AHU-VI
#11 WIRE
-''---" .TAL
tK
WHITE
CEILING
GRILL
NOTES: 1.- PROVIDE BACKDRAFT DAMPER
2.- SUPPORT FAN FROM STRUCTURE
CABINET CEILING FAN DETAIL
N. T. S. FANCEIL3
SAMPLING TUBE
AIRFLOW
INSULATED ACCESS
PANEL
SMOKE DETECTOR
ENSURE SMOKE DETECTOR
HOUSING BAFFLE IS IN PLACE
REPLACE HOUSING COVER PROMPTLY
FOLLOWING SERVICING TO AVOID
FALSE ALARMS
NSULATION
—DISCHARGE TUBE
\-NEOPRENE GASKET
— SMOKEDETECTOR HOUSING
PROVIDE ACCESS FOR
REMOVING SAMPLING TUBES.
T__
NOTES:
1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S
INSTALLATION INSTRUCTION.
2. COORDINATE VOLTAGE AND TYPE WITH ELECTRICAL AND
FIRE ALARM CONTRACTORS.
3. SAMPLING TUBE MUST BE INSTALLED ACROSS GREATEST
DUCT DIMENSION.
DUCT SMOKE DETECTOR DETAIL
NTS SDET-1
5
M-4
NOTE:
1. ALL REFRIGERANT PIPE AND INSULATION SHALL BE INSTALLED
SECTION BY SECTION AT THE SAME TIME AND IN CONJUNCTION
WITH THE INSTALLATION OF THE PVC REFRIGERANT PIPE CHASE.
2. ALL REFRIGERANT PIPING INSTALLED IN THE PVC CHASE SHALL BE
CAPPED AND PRESSURE TESTED ACCORDING TO SPECIFICATIONS PRIOR
TO INSTALLATION OF CONCRETE SLAB.
3. ANCHOR CONDENSING UNIT TO CONCRETE SLAB AS FOLLOWS. PROVIDE
ONE 1-1/2" 16 GA GALV. STEEL STRAP EVERY 12"O.C. SECURE STRAP
TO UNIT WITH WITH (2) 3/4"#10 SHEETMETAL SCREWS. SECURE STRAP
TO CONCRETE SLAB WITH RED HEADS. -
CONDENSING UNIT (TO
BE INSTALLED ON 1"
THICK NEOPRENE ISO-
LATION PADS)
FLEXIBLE SEAL TIGHT
ATTACHED TO ELEC-
TRICAL CONDUIT
ELECTRICAL CONDUIT
FOR LOW VOLTAGE
CONTROL WIRING �\
GRADE -
PIPE CHART
SUCTION
PIPE SIZE
PVC REFRIGERANT
PIPE CHASE SIZE
1-7 8 TO 2-5 8"
6"
3-16 TO 4-1 6
8
CONCRETE SLAB
REFRIGERANT PIPES
HARD -DRAWN COPPER.
PVC REFRIGERANT PIPE CHASE.CUT OFF
1" ABOVE GRADE AND SEAL ENDS
WITH WIRE MESH SCREEN
CONDENSING UNIT PIPING DETAIL
N. T. S. CU-PC-WM
ANNEL
DUCT
TAIL
IIMIVUIIYU ML I MIL
NOTE: ALL STRAP SHALL BE
A MINIMUM OF 1-1/2,26 GA
GALVINIZED STEEL. WITH A
6 FT MAXIMUM SPACING.
METHODS OF HANGING DUCTS
N. T. S. HANCDUCT
2
M-4
MIN. 4" HIGH VENT
MIN
MAX
SEE SPECIFICATIONS
FOR PIPE TYPE AND
INSULATION REQUIREMENTS
A/C UNIT
COIL
CONDENSATE DRAIN PAN
EXTEND CONDENSATE LINE FULL
SIZE FROM UNIT CONDENSATE
DRAIN CONNECTION
(3/4" MINIMUM)
CLEANOUT WITH THREADED PIPE CAP
SATE TRAP DETAIL
NOTE: ALL STRAP SHALL BE
A MINIMUM OF 1-1/2", 26 GA
GALVINIZED STEEL.
HANGER WIRE SHALL BE A
MINIMUM OF 22 GA.
SPIN -IN W/
MANUAL DAMPER &
AIR SCOOP
RIGID AIR DUCT:
SEE "METHODS OF
HANGING DUCTS"
FOR REQUIREMENTS
FIN. CILING-'
INSTALL STAINLESS STEEL DUCT
CLAMPS ON BOTH INNER AND OUTER
JACKETS. SEAL INNER JACKET AIR
TIGHT WITH MASTIC. NYLON DUCT
CLAMPS MAY BE USED IN NON PLENUM AREAS.
GUNU-IKZ
HANGER WIRE OR STRAP
10' -0" MAX DISTANCE
BETWEEN SUPPORTS.
MAX. SAG 1/2" PER FOOT
OF SUPPORT SPACING.
1-1/2" GALV.STEEL BAND
CLAMP TO MATCH DUCT
DIAMETER
AIR DIFFUSER
FLEXIBLE DUCT DETAIL
N. T. C. FLEXDUCT
y
THESE PLANS A,NO ALL RpOPOSED WORK
ARE SUBJECT TO ANY CCR�ECTIONS
REQUIRED BY FIELD II4SPECTORS THAT
MAYBE NECEkkily IN ORDER TO
g
MCOMPLY V11TH ALL kppLICr3LE CODES.
INSULATED
FLEXIBLE DUCT
3
M-4
�24" DIAMETER MIN.
CORROGATED BLACK
PLASTIC PIPE
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nn. pnn pn pin n�
pn v n'
p � la la n p p �n pn �
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DRYWELL DETAIL
N. T. S. DRYWELL4
INSULATED
PLENUM BOX
ALTERNATE FOR LOW CLEARANCE
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PROXOT
NO.
10904
r �
DATE:
MARCH
8, 2004
�•!
SHEET:
�1+� M-3
SYMBOLS
0 FLUORESCENT LIGHTING FIXTURE - CEILING MOUNTED
O FLUORESCENT, INCANDESCENT ❑R HID DOWNLIGHTING
FIXTURE - CLG. MOUNTED
EMERGENCY BATTERY EXIT LIGHTING FIXTURE UNIT
�1 EMERGENCY BATTERY UNIT LIGHTING FIXTURE - WALL MOUNTED
N SINGLE POLE TOGGLE SWITCH - MOUNTED 42' AFF TO
CENTERLINE UNLESS ❑THERWISE NOTED
(3) 3 WAY
DUPLEX RECEPTACLE - MOUNTED 18' AFF TO CENTERLINE
UNLESS NOTED ❑THERWISE
(GFI) GROUND FAULT INTERRUPTING
(REF) REFRIGERATOR
(WP) WEATHERPROOF
DOUBLE DUPLEX RECEPTACLE - MOUNTED 18' AFF TO CENTERLINE
UNLESS NOTED OTHERWISE
DUPLEX RECEPTACLE - MOUNTED 6' ABOVE COUNTER BACKSPLASH
UNLESS NOTED ❑THERWISE
D COMMUNICATIONS OUTLET - MOUNTED 18' AFF TO C, L. U. N. O.
TYPICAL - STUB 3/4' CONDUIT TO TELEPHONE BOARD.
PROVIDE 2 GANG BOX WITH ONE GANG RING (TYPICAL).
PROVIDE CEILING J-BOX AND CONNECT TO AND INSTALL
POWER/DATA/COMMUNICATIONS POLE SUPPLIED BY FURNITURE
MANUFACTURER. CONTRACTOR SHALL VERIFY AND COORDINATE
EXACT LOCATION WITH OWNER'S FURNITURE PARTITIONS IN FIELD AND MAKE
FINAL CONNECTIONS TO OWNERS' EQUIPMENT AS REQUIRED FOR A COMPLETE
AND OPERABLE SYSTEM. PROVIDE FLEX LENGTHS AS NECESSARY FOR FINAL
CONNECTIONS.
BPIO SPECIAL OUTLET FOR MODULAR FURNITURE - MOUNTED 18" AFF UNLESS OTHERWISE NOTED.
NOTED. CONTRACTOR SHALL VERIFY AND COORDINATE
EXACT LOCATION WITH OWNER'S FURNITURE PARTITIONS IN FIELD AND MAKE
FINAL CONNECTIONS TO OWNERS' EQUIPMENT AS REQUIRED FOR A COMPLETE
AND OPERABLE SYSTEM. PROVIDE FLEX LENGTHS AS NECESSARY FOR FINAL
CONNECTIONS.
MOTOR
2] DISCONNECT SWITCH
OJ JUNCTION BOX
C� TERMINAL CABINET
ELECTRICAL PANEL
A INDICATES DESIGNATION
1
Q SEE NOTE SYMBOL
�\ SOLID LINE INDICATES EQUIPMENT ON COMMON CIRCUIT
AND/OR CONTROLLED BY COMMON SWITCH. EACH CIRCUIT SHALL
CONSIST OF A PHASE CONDUCTOR, NEUTRAL AND GROUND
CONDUCTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE
NECESSARY SWITCH LEGS IN CONDUIT TO ACHIEVE SWITCHING
INDICATED ON PLANS. ELECTRICAL CONTRACTOR MAY COMBINE
CIRCUITS INT❑ A COMMON HOMERUN CONSISTING OF A COMMON
NEUTRAL AND GROUND CONDUCTOR AND THREE (3) PHASE
CONDUCTORS (A, B, AND C PHASE).
DOTTED LINE INDICATES EQUIPMENT ON A COMMON CIRCUIT
BUT NOT CONTROLLED ON SAME SWITCH DEVICE.
THE FOLLOWING ABBREVIATION NEXT TO A SYMBOL INDICATESt
E
EXISTING
ER
EXISTING
TO BE
REMOVED
EL
EXISTING
TO BE
RELOCATED
EP
EXISTING
TO BE
REPLACED
RE/CKT
REUSE EXISTING
CIRCUIT
RAI
REMAIN AS
IS
NOTE, NOT
ALL SYMBOLS
MAY HE
USED.
ELECTRICAL_ KEYED NOTES:
1. PROVIDE 30A/2P FUSIBLE DISCONNECT SWITCH
AT UNIT (NEMA 1) WITH DE FUSES SIZED PER
EQUIPMENT MANUFACTURES RECOMMENDATIONS. BRANCH
WIRING SHALL BE 2#12, 1#12 GND.-1/2"C.
2. PROVIDE 60A/2P FUSIBLE DISCONNECT SWITCH
AT UNIT (NEMA 1) WITH DE FUSES SIZED PER
EQUIPMENT MANUFACTURES RECOMMENDATIONS. BRANCH
WIRING SHALL BE 2#6, 1#10 GND. -1"C.
3. PROVIDE 6OA/2P FUSIBLE DISCONNECT SWITCH
AT UNIT (NEMA 3R) WITH DE FUSES SIZED PER
EQUIPMENT MANUFACTURES RECOMMENDATIONS. BRANCH
WIRING SHALL BE (60A/2P) , 2#6, 1 #10 GND. -1" C.
PROVIDE WATER PROOF, GFI SERVICE RECEPTICAL AS
INDICATED ON PLANS.
ARE SUBJECT TC f Iaf CO�IECTIons
REQUIRED DY Flcl,rj I E ECTORSTHAT
MAY EE RECESlk.�Y IN ORDER TO
0 ALL h; s"L`" N' CODES.
COMPLY Vv'I
m FLOOR PLAN - POWER AND DATA
NORTH SCALE: 1/8"=V -0"
f=7;-QVAWE2
0 7-12-04 OWNER
CHANGES
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=V < I 1 I PROXOT NO. 10304
r I� �J DATE: MARCH 8, 2004
V 6 4EET:
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LIGHTING FIXTURE SCHEDULE
MARK
LAMP DATA
DESCRIPTION
FIXTURE MODEL NUMBER
MOUNT
VOLT
NOTES
#1
QTY
TYPE
MANUFACTURER
CATALOG NUMBER
A2
2
F32-TB
2'X4' RECESS FLUOR ACRYLIC
LITHONIA
2GTB-2-32-A12125-120-GLR
REC GRID
120
A3
3
F32-TB
2'X4' RECESS FLUOR ACRYLIC
LITHONIA
2GTB-3-32-A12125-120-GLR
REC GRID
120
C
2
F34CW T8
4' FLUORESCENT INDUSTRIAL
LITHONIA
EJ-2-32-120-HC
CHAIN
120
D
1
32TRT
FLUORESCENT - DOWNLIGHT
LITHONIA
LGFV-32TRT-7SB-T73-120
SURF
120
5
F
1
100 M
CUTOFF WALL MOUNTED MINI AREA
LITHONIA
TWAC-IOOM-120
WALL
120
1
L
1
40OW MH
LOW BAY WIDE DISTRIBUTION
LITHONIA
TXS-40OM-A30-208
HOOK
240
W
1
250 MV
WALL MOUNTED FLOOD
LITHONIA
TWH-250H-208
WALL
240
X
INC
INC
UNIVERSAL LED EMERGENCY EXIT
LITHONIA
LQMSW3REL
UNIVERSAL
120
2.3
BU
INC
INC
EMERGENCY BATTERY UNIT
LITHONIA
16ELM2
UNIVERSAL
120
2.3.4
LIGHTING FIXTURE NOTES:
1. GENERAL SCHEDULE NOTES (APPLIES TO ALL FIXTURES):
A) CONTRACTOR SHALL CORRDINATE FIXTURE MOUNTING WITH ARCHITECTURAL REFLECTED CEILING PLAN(S)
AND SHALL PROVIDE FIXTUREMOUNTING AS REQUIRED TO MATCH CEILING TYPE.
B) ALL FIXTURES BALLASTS SHALL BE HIGH POWER FACTOR TYPE.
C) ALL FLUORESCENT BALLASTS SHALL BE ENERGY SAVING TYPE.
D) ALL ELECTRICAL FIXTURES MUST BE INDEPENDENTLY SUPPORTED OF CEILING GRID.
2. FIXTURES TO BE PROVIDED WITH INTEGRAL EMERGENCY BATTERY BACK-UP.
3. FIXTURES SHALL BE CONNECTED TO CONSTANT NORMAL ROOMLIGHTING BRANCH CIRCUIT OF AREA SERVED
(1,e, LOAD SIDE OF BREAKER, LINE SIDE OF ANY SWITCHING/CONTROLLING DEVICES).
4. FIXTURE TO BE WALL MOUNTED 7'-B" AFF TO TOP.
5. FIXTURE SHALL BE UL LISTED FOR WET LOCATIONS.
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BYRELDLNl LJ ECTORSTHAT (T FLOOR PLAN - LIGHTING K L V 10 1 V I I
MAY BE NECESSARY IN ORDER TO NORTH SCALE: 1/8"=I' -O"
COMPLY WITK ALL APPLICABLE CODES:
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REVISIONS:
5-18-04 BLDG
DEPT COMMENTS
n 7-12-04 OWNER
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PROXOT NO. 10504
DATE: MAR H 8, 2004
SHEET:
E-2
REVISIONS:
4'X8' PLYWOOD TELEPHONE
BOARD
#6 CU GND TO NEAREST
BLDG GND.
2-3" CONDUIT, COORDINATE ROUTING
WITH LOCAL TELEPHONE COMPANY
TELEPHONE RISER (TYP
TELEPHONE COORDINATION NOTE:
CONTRACTOR SHALL CONTACT TELEPHONE COMPANY PERSONNEL AS NECESSARY FOR NEW
SERVICES COORDINATION. CONTRACTOR SHALL OBTAIN TELEPHONE CO. REQUIREMENTS AND BE
RESPONSIBLE FOR ALL WORK NECESSARY TO INSTALL NEW TELEPHONE SERVICES.
CONTRACTOR SHALL COORDINATE COMPLETE LAYOUT AND LOCATIONS OF TELEPHONE
COMPANY SERVICE PEDESTALS WITH LOCAL TELEPHONE COMPANY AS NECESSARY
FOR A COMPLETE AND OPERABLE SYSTEM. CONTRACTOR SHALL PROVIDE ALL INFORMATION
REQUIRED BY THE TELEPHONE COMPANY, INCLUDING ADDRESS(ES) AND LEGAL DESCRIPTIONS,
FOR THE TELEPHONE COMPANY'S EASEMENT PROCUREMENT NEEDS. TELEPHONE PEDESTAL
LOCATIONS AND QUANTITIES AS DETERMINED BY LOCAL TELEPHONE COMPANY. CONTRACTOR SHALL
VERIFY AND COORDINATE EXACT LOCATIONS AND QUANTITIES OF ALL SERVICE PEDESTALS WITH
LOCAL TELEPHONE COMPANY PRIOR TO INSTALLATION OF TELEPHONE SERVICE CONDUCTORS.
ELECTRICAL SPECIFICATIONS
1. DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED.
REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT
LOCATION OF ALL EQUIPMENT. ELECTRICAL CONTRACTOR SHALL
FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE AND
ACCEPTABLE WORKING INSTALLATION.
2. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE
NATIONAL ELECTRICAL CODE AND SHALL COMPLY WITH ALL LOCAL
RULES AND ORDINANCES HAVING JURISDICTION.
3. MINIMUM WIRE SIZE SHALL BE #12 AWG. UNLESS OTHERWISE
NOTED ALL CONDUCTORS SHALL BE COPPER WITH THWN OR THHN
INSULATION.
4. ALL MATERIAL SHALL BE NEW AND BEAR THE UNDERWRITES
LABEL (U. L. ) WHERE APPLICABLE.
5. THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND
EFFECTIVELY GROUNDED AS REQUIRED IN ARTICLE 250 OF THE
NATIONAL ELECTRICAL CODE.
5. THE ELECTRICAL, TELEPHONE, AND CABLE TELEVISION
INSTALLATIONS SHALL MEET ALL REQUIREMENTS BY THE LOCAL
UTILITY COMPANIES.
7. ALL DISCONNECT SWITCHES SHALL BE RATED FOR 100,000
A. I. C. UNLESS OTHERWISE NOTED. ALL FUSES SHALL BE RATED FOR
200,000 A. I. C. AND SHALL BE CURRENT LIMITING.
8. ALL ELECTRICAL SWITCHGEAR SHALL BE BY SQUARE D. ITE,
GE, OR CHALLENGER. SUBSTITUTES MUST BE APPROVED BY THE
ENGINEER.
9. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS.
PLASTIC BOXES MAY BE USED IN LIEU OF THE STEEL BOX WHERE
PERMITTED BY LOCAL CODES. IN DAMP OR WET LOCATIONS BOXES
SHALL BE MADE FROM CAST ALLOY WITH THREADED HUBS. SPECIAL
ENCLOSURES ARE REQUIRED FOR OTHER CLASSIFIED AREAS.
10. SEPARATE WIRE AND CONDUIT SYSTEM MAY BE SUBSTITUTED
WITH FACTORY FABRICATED ASSEMBLY OF INSULATED CONDUCTORS IN
A FLEXIBLE METALLIC ENCLOSURE WHERE PERMITTED BY LOCAL
CODES.
11. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC WITH
OVERLOAD RELAYS IN EACH HOT LEG. IT SHALL BE THE ELECTRICAL
CONTRACTOR TO PROVIDE ALL STARTERS WHERE REQUIRED.
12. FURNISH AND INSTALL DISCONNECT SWITCHES, OVER CURRENT
PROTECTION, AND WIRING FOR THE AIR CONDITIONING SYSTEM AS
PER MANUFACTURER RECOMMENDATIONS. CONTROLS ARE TO BE
SUPPLIED BY THE AIR CONDITIONING CONTRACTOR AND CONNECTED BY
THE ELECTRICAL CONTRACTOR.
13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL
CONTRACOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETE
SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY THE ENGINEER
OR ARCHITECT.
14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO
AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION..
15. THE ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS
AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS
THAN (1) ONE YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF
ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND
SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF
THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY.
16. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION
AGAINST PUBLIC LIABILITY OR PROPERTY DAMAGE FOR THE DURATION
OF THE WORK.
400A 240/1PH -
(3) - 350 MCM CU.
IN 3-1/2"C
OMETER SOCKET
AND METER
400 A
DISC
W/400A
"DE' FUSES
1-#3/0-CU GND TO
5/8" X 8' CU CLAD NEMA 3R
ROD, C.W.P.
( 3) -500 MCM CU,
IN 3-1/2"C
( 3) -500 MCM CU.
1#3 GND-3-1/2"C
TO PANEL "A"
IN MECH ROOM
POWER PISEP DIAGRAM
PN4
PNL
A
• B.
400A
100A
2P
2P
NEMA 1
NEMA 1
13PA
O O
CU.
1#13 GND-1-1/4"C
(3)-500 MCM CU,
1#3 GND-3-1/2"C
NOTE : ALL WIRING SHALL BE COPPER TYPE "THW" UNLESS NOTED OTHERWISE .
NOTE:
SYSTEM TO PROVIDE A U.L. SERIES
RATING OF 22,000 A.I.C.
PANEL "A"
VOLTAGE:
240 12OV, IPH, 3W
BUS RATING:
400 AMP
MAINS:
NONE
MOUNTING:
SEE PLANS
A. I. C. RATING
22,000
LOAD SERVED
LOADS (WATTS)
CKT IC
BRKR
N
K 0
.
PHASE
C NJ
K 0
T
CKT
BRKR
LOADS (WATTS)
LOAD SERVED
LTS
RECPT
MOTOR
HEAT
AMP/PIT
A
B
AMP
LTS
RECPT
MOTOR
HEAT
CU-1
[3750]
3750
60/2
--
1
3
*
-
-
*
2
4
60/2
650
850
4800
4800
AH-1
CU-2
---
[3750]
3750
60/2
--
5
7
*
-
-
+
6
8
60/2
-
650
650
4800
4800
AH-2
SERVICE RECPT
PHONES
360
360
20/1
20/1
9
11
*
-
-
*
10
12
20/2
--
937
937
EXT LTS
-
EWH
2250
2250
25/2
--1
13
15
*
-
-
*
14
16
20/2
--
1385
1365
LOW BAY LTS
--
PANEL "B"
4080
2800
8080
8088
0
0
0
0
100/2
-
17
19
•
-
-
*
18
20
20/2
--
1365
1365
LOW BAY LTS
--
SIGN - SITE
EWC
1200
800
20/1
20/1
21
23
*
-
-
*
22
24
20/2
--
1365
1365
LOW BAY LTS
--
DOCK RECPT
DOCK RECPT
1080
1080
1
20/1
20/1
25
27
+
-
-
+
26
28
20/1
20/1
250
350
SOFFIT LTS
WAREHOUSE EMER LTS
WAREHOUSE RECPT
WAREHOUSE RECPT
1080
1080
20/1
20/1
29
31
+
-
-
*
30
32
20/1
20/1
IRRIGATION PUMP
---
1200
1200
20/2
--
33
35
*
-
-
*
34
36
20/1
20/1
FRCP
360
20/1
20 1
37
39
+
-
-
*
38
40
20/1
20/1
41
*
-
42
LTS
8080
RECPT
22368
MOTORS
2400
HEAT
4500
SUB TOTALS
LTS
10664
RECPT
0
MOTOR
2600
HEAT
19200
PHASE LOADING
LTS RECPT MOTORS
18.71 22.4 5.0
1.251 16.2 1.00
NOTES: 23.4 1 16.2 5.0
"H" INDICATES HACR RATED BREAKER.
[ ] INDICATES NON -CONCURRENT A/C LOAD.
SIZES BASED ON LARGEST LOAD.
HEAT
LTS
I RECPT
MOTORS
HEAT
23.7
CONNECTED KW TOTALS
PHASE A
105621
10960
2500
11850
1.00
DEMAND
PHASE B
6182
11408
2500
11850
23. 7
ADJUSTED KW TOTALS
69.8
TOTAL CONNECTED KW
PHASE TOTALS
A
35872
B
33940
68.3
TOTAL ADJUSTED KW
240
SINGLE PHASE VOLTAGE
07/10/04 :DATE JOB NAME:
03: 46 PM :TIME COLEMAN
1 285
TOTAL PANEL
AMPERAGE:
PANEL " B"
VOLTAGE:
240 12OV, SPH, 3W
BUS RATING:
100 AMP
MAINS:
NONE
MOUNTING:
SEE PLANS
A. I. C. RATING
22,000
LOAD SERVED
LOADS (WATTS)
CKT
BRKR
C N
K 0
T .
PHASE
C N
K 0
T .
CKT
BRKR
LOADS (WATTS)
LOAD SERVED
LTS
RECPT
MOTOR
HEAT
AMP
A
B
AMP
LTS
RECPT
MOTORI
HEAT
RECPT
RECPT
1080
loos
20/1
20/1
1
3
*
-
-
*
2
4
20/1
20/1
1600
1800
LTS
ILTS
RECPT
RECPT
1080
1080
20/1
20/1
5
7
*
-
-
*
6
S.
20/1
20/1
1800
1200
LTS
LTS
RECPT
REFRIG
1080
600
20/1
20/1,
9
11
+
-
-
*
10
12
20/1
20/1
880
1 1080
LTS
RECPT
COFFEE
RECPT
Boo
1080
20/1
20/1
13
15
*
-
-
*
14
16
20/1
20/1
1080
1080
RECPT
RECPT
EWC
Boo
20/1
20/1
17
19
+
-
-
•
IS
20
20/1
20/1
1080
1080
MOD FURN
MOD FURN
20/1
20/1
21
23
*
-1
-
1*1
22
241
20/1
20/1
1080
1080
MOD FURN
MOD FURN
LTS
ol
RECPT
8608
MOTORS
0
HEAT
0
SUB TOTALS
LTS
1 6880
RECPT
7560
MOTOR
0
HEAT
0
PHASE LOADING
LTS RECPT MOTORS
6.91 15.2 0.0
1. 251 13.1 1.00
NOTES: 8.61 13.1 0.0
"H" INDICATES HACR RATED BREAKER.
[ ] INDICATES NON -CONCURRENT A/C LOAD.
SIZES BASED ON LARGEST LOAD.
HEAT
LTS
I RECPT
MOTORS
HEAT
0.0
CONNECTED KW TOTALS
PHASE A
4080
8080
0
0
1.00
DEMAND
PHASE B
2800
8088
0
0
0.0
ADJUSTED KW TOTALS
23.0
TOTAL CONNECTED KW
PHASE TOTALS
A
12160
B
10888
21.7
TOTAL ADJUSTED KW
240
SINGLE PHASE VOLTAGE
07/10/04 :DATE JOB NAME:
03: 46 PM :TIME COLEMAN
90
TOTAL PANEL
AMPERAGE:
5-18-04 BLDG
DEPT COMMENTS
7-12-04 OWNER
CHANGES
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THESE PLANS ANN0 AV -PROPOSED WORK
ARE SUBJECT T, ANY C�yR,REC TIOt3E
� EQUIRED BY � r
�„"lw �°°_' 'I"" �:CTOHS TMT
1 MAYBE NEC S;,Z IN ORCER'o
COMPLY Wi o AU.l► °�i,I10 COIEiEEr
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QL iD IL
W PROJECT NO. 10504
r DATE: MARCH S, 2004
V SHEET:
E-3
I
2
a
37
OUSE
USE: IND
IL
i
' EX. S" PVC
r WATER MAIN
—WM— —WM
DRAINAGE
EASEMENT
T_s
LOT 22
VACANT
FUTURE LAND USE: IND
ZONING: IL
13'- 4"
8"CONCRETE BLOCK
WALLS W/STUCCO
--d
2
LOT 38
VACANT
FUTURE LAND USE: IND
ZONING: IL -
—WM —WM— WM -- ._WM_ _
GRAPHIC SCALE
/
` LOT 40
- - - -- ` \ / VACANT
COMMERCIAL CIRCLE \ FUTURE LAND USE: IND
lilt- ZONING: IL
c \
— _— M \
G9
24" STOP BAR14)
�ILJ l�t/z\
f( ( IN FEET )
�- 1 inch = 20 ft.
LOT 39
VACANT
^- FU RE LAND USE: IND
ING: IL
—WM
---------
__..L--. SIGN
PARKING BY
➢IIA13LE➢
PERMR
ONLY
Y250 FINE
FTP 26
h 12' � 5
f250 FIN
FTP 25
NQIE:S
1„ TOP PORTION OF FTP 25 & 26 SHALL HAVE REFLECTIVE BLUE
BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER,
2S BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND
WITH BLACK OPAQUE LEGEND AND BORDER
31. FTP 25 & 26 MAY BE FABRICATED ON ONE PANEL OR TWO.
4;, FTP 25 IS FOR USE IN AREAS WHERE SPACE IS LIMITED.
HANDICAP SPACE DETAIL
3S, -__ `` . \� \ L CI CA T► C7 N MAP
LEGAL DESCRIPTION
LOT 23, BLOCK B, KINGS HIGHWAY INDUSTRIAL PARK, UNIT 2,
ACICORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 32,
?yy3¢8• \�` ,� \ `�\\\ \ \ PAGE 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
n^ COINTAINING 1.29 ACRES CERTIFY THAT ) N1I r )Ts
----------- \ THIS !S Ta
\ �`S �� �\ \ PARCEL ID NUMBER: 133580200450001 , '� - - - - - - - - OF THE
THE ILUCIIINI1ts C TECHNICAL
r
\ o
TYPE 'D' � � � OF THE ST. LLDCiE COUNTY LAND iDc:'v'1..LC14 Pw �.:�
O \ \ \ \ SECTION 35, TOWNSHIP 34 SOUTH, RANGE 39 A1.
CURB (TYP.) \ �j� q \ CODE, THIS APPROVAL DOES NOT GO
\ \ISOLATION �p \ \ \\\ \ \\ / OWINERCT NAME: WIOLLIAMN BLOBUEROSSE SR. �p�gT1{�ICTSIOION AU F TH ATION UNTIL
PROPOSED M NHOLE O \ raDG¢� PpOVIS10NS OF THE PROJECT DEVE.IOP-
PAVEMENT O• \� \ WILLIAM B. BUEROSSE JR.
PROPOSED CONCRETE � `7U Oae �` \ �\ � 3450 NE 6th TER. �+IENT A�Spp(,)VAL HAVE BEEN COMPLIED WITH P"
o ` POMPANO BEACH, FL. 33069 EI:,lRTHEfl IDENTIFI D I COhAMUNiTY DEeIELOP'
- a DUMPSTER PAD W/ 6' G}"\p- T \ \ \ iDL "b0±cr
` HIGH MASONRY WALL %, \ os \ MEN T O
& 100% OPAQUE GATES R
CIS \ ENGINEER: JOSEPH T. FRISCIA,P.E.
\ \ \
\` \` - FRISCIA ENGINEERING ADMINI$TRATOFi
(SEE DETAIL) Op•
� � \ ` \ \ 681 SW WHITMORE DRIVE 14
Q�E(,(jP(1A NT
PORT ST. LUCIE, FL 34984
SIDE BUILDING �� ® �` \ �\ 5� (772) 340-4990vA
O- PROPOSED \
SETBACK IRRIGATION \ \\ A+k� rr
WELL \ \ LANDSCAPE ARCHITECT: WILLIAM A. FLINT, III Zxra....—
` \ LANDSCAPE ARCHITECT
PROPOSED GF \ \` 2310 SE COUNTRY CLUB LANE
8" BLOCK WALL ��` �� ` \ STUART, FL 34996
LOT41 (772) 220-0424
40' 15.6T ;1 ';'< WAREHOUSE SURVEYOR: BISHMAN SURVEYING AND MAPPING, INC. E'II¢
\ UTURE LAND USE: IND u g * L
808 ELM FOP. L DRIVE ,.
I gg \ 1111 I II,I \ 1 ZONING: IL CLERMONT, FL 34711
PROPOSED
12"x 18"CONCRET TRUCK WELL \ Q I 1 1
FOOTINGW/3#6B RS ELEV. -48" \ 11 I III 1
CONT.
%illl I LOCATION: IL
CIRCLE, KINGS HIGHWAY INDUSTRIAL PARK
ZONING:
I I ` 1 II ` I LAND USE: IND
8"CONCRETE BLO KW
"ALLW/ W 20 +� \� IIII I II I { UTIILITIES:
STUCCO (BOTH SID S) W/ f p, 135.00' h + 5 11 I
LLED CELLS & 1 #5 BAR AT
` 1�
1ppI WATER FORT PIERCE UTTLITIES AUTHORITY
LOCATIONS SHOW GD I
o I P89 ( I ;I i I � WASTEWATER FORT PIERCE UTILITIES AJTHORITY
z II I i I SITE DATA:
4"DIA, x42"HIGH STEEL 5' 61
18' 26' I I SQ. FT. ACRES `�
I II
BOLLARD Wl18" 18' II I TOTAL AREA 56,095 1.288 100.00
EMBEDDED INTO
CONCRETE i IMIPERVIOUS AREA:
15,
100%OPAQUE DRAINAGE
GATES EASEMENT
,
-_A 8"x8"BOND BEAM —
�WI 2 #5 BARS CONT.
STEEL STUCCO
BOLLARD
1 1 �
�LJL---------------J
-u
DUMPSTER DETAIL
1 5
_ _... _. a C,
a
O o II PROPOSED BUILDING 14,985 0.344 26.72
CL LO — — PROPOSED PAVEMENT 15,215 0.349 27.12
~ 3II iI I\ TOTAL IMPERVIOUS AREA 30, 2U0 0.693 5-3
PERVIOUS AREA (OPEN SPACE): 25,895 0.594 46.16
EASEMENT PROPOSED a o o I `�` PARKING CALCULATIONS:
ONE-STORY METAL a c v n��� '1 SPACE PER 1,000 S.F.
I I
WAREHOUSE BUILDING C41 N ^ i PARKING REQUIRED =
$ H.C. SIGN a ?S• A i`- WAREHOUSE AREA = 14,985 S.F.
FLOOR AREA = 15,120 S.F. (SE DETAIL - -"----"------""'
F.F.E. = 20.00 ) N T PARKING REQUIRED 14,985/1,ODO 15 SPACES (1 HANDICAPPED)
HEIGHT - 25' o a I PARKING PROVIDED = 15 SPACES (1 HANDICAPPED)
0
o °sioP OOcce� '�' S' FIRE DEPT. I BUILDING SETBACKS (IL)
+� CONNEC ION
N i FRONT: 25 FT.
3 SLIDE: 10 FT.
° FR NTBUILI) SETBA(•.$ I I SIDE CORNER: 20 FT.
<„ I I REAR: 20 FT.
I �
al
N
m
c�
G
I �
N o
W
WATER SERVICE � N I
20' FIRE LINE
- - ea
-----9Q--1 ®v
TRACT 'A`
(STORMWATER MANANGEMEN
),
CONTROL ELEV. = 14.0
1D'
AINTENAN
CRESTELEV = 15.2
&UTILITY
EASEMENT
CAD DWG 03657SP
LEGEND
RUNOFF FLOW DIRECTION
,=
TRAFFIC FLOW DIRECTION
C�
BLOCK NUMBER
MITERED END SECTION
10
NUMBER 'OF PARKING
SPACES
HANDICAP STALL
'
m
N89'30'55"W 245.00'
LOT 24
VACANT
FUTURE LAND USE: IND
ZONING: IL
2' PAINTED STRIPE (T'P.)
CARSTOP a
(FYP.)
18'
NOTE, MINIMUM FINISHED FLOOR ELEVATION TYPICAL 18' PARKING STALL
FOR PROJECT IS 18, 5' N. G, V. D. 1" = 5'
(S. F. W. M, D. PERMIT NO, 56-00599-5)
try
- u R
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UTILITY
EASEMENT
I
I
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I
I
LOT 42
NAHEHOUSE E LAND- U$E: IND BUILDING HEIGHT: 25'
ZONING: ILA\ DRAINAGE NOTES:
'---------- /
STIORMWATER RUNOFF WILL BE ROUTED TO EXISTING LAKE IN THE
MASTER DRAINAGE SYSTEM. WATER QUALITY AND QUANTITY TREATMENT
ARE PROVIDED BY THE MASTER SYSTEM (SFWMD PERMIT #56-00599-S).
DEVELOPMENT SCHEDULE:
BEGIN CONSTRUCTION: MARCH 2O04
ENID CONSTRUCTION: 120 DAYS
W I
K
I
I
I
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WV
I
LK A
I
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II; LOT 43
A USE
FUTUR
L
LAND USE: IND
PHONING: IL
I
I
✓I�� 6
0
JOSEPH T. FRISCIA, P. E.
FLA. REG N0, 31443
Date
Revisions
1-27-04
ADD DRAINAGE
2-16-04
PER DRC
3-17-04
PER SLC
00
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In
DRAWN
MAF
CHECKED
J,T,F,
DATE
11-24-03
SCALE
1' = 20'
JOB NO.
03657
SHEET
1
OF SHEETS
WM
N DRAINAGE
EASEMENT
F�<N
W
��-OT 37 I LOT 38
WAREHOUSE VACANT
FUTURE LLLLAAAANO USE: IND ( FUTURE LAND USE: IND
ZONING: IL I ZONING: IL
I I -
I I
II
I \ -
I
/ EX. S" PVC
WATER MAIN
/ WM— WM \WM—{ I'Y'7-
WM —WM— WM
IIII
-------------------------------------------a---�OMMERCIAL CIRCLE
I I I I
/
LOT ao
\/ VACANT
/ FUTURE LAND USE: IND
— se GS — I GA I ID '—`Zc \ ZONING: IL
------------------
Gs
I I GS 24" STOP BAR \
LOT 22
VACANT
FUTURE LAND USE: IND
ZONING: IL
u I
I
= I
I O
IN
N
I
L-- ----
W CONCRETE BLOCK
WALLS W/STUCCO
_____________________
-
---------- _____ `__--------------------
'
BAND
\,8" x 8" BOND BEAM
W/ 2 #5 BARS CONT.
STEEL STUCCO
v BOLLARD
L I - - - - - - - - - - - - - - - J
DUMPSTER DETAIL
1"=5'
lu_41
GRAPHIC SCALE
0 10 20 40
( IN FEET )
I inch = 20 ft.
LOT 39
VACANT
FJUlURE LAND USE: IND
NING: IL
wv
M
7Ss
TYPED' oo, \ `\
CURB (TYP.) EC-
�� o
PROPOSED `-\ ISOLATION i7 \`90, \\s\
PAVEMENT M NHOLE 00, \\\\ \\\
PROPOSED CONCRETE
DUMPSTER PAD WI6' HIGH
MASONRY WALL
` OPAQUE GATES (
(SEEEE DETAIL)
15' \
SIDE BUILDING �70. PROPOSED
SETBACK IRRIGATION
WELL
PROPOSED \ \\ \
8" BLOCK WALL
LOT 41
WAREHOUSE
29' 35.87' L ,I _ `< FUTURE LAND USE: IND
PROPOSED ` ZONING: IL
99 I \
12"x18"CONCRET TRUCK WELL 92. \ \ I\ y I\
FOOTINGW/3#5 S ELEV.-48"
CONT. III '10 III
`up�7 \III I� IIII 1
8" CONCRETE SL K WALL W/ \++ 20 - +'Q
STUCCO (BOTH SID S) W/ i 71' 135.00' (,j + 1 I I I
FILLED CELLS & 1 #5 BAR AT ) II I I I
LOCATIONS SHOW S Tal
1 4"DIA. x 42"HIGH STEEL 5' 68 26 II II
BOLLARD W/ 18" II I I I
EMBEDDED INTO
CONCRETE
15'
15'
100%OPAQUE
— GATES
DRAINAGE
DRAINAGE
EASEMENT
I
EASEMENT
em,
I
TRACT 'A'
WATER MANANGEMEN
CONTROL ELEV. = 14.0 10
NTENAN
CREST ELEV. = 15.2 - & UTILITY
EASEMENT
I
I
CAD DWG 03657SP
PROPOSED
ONE-STORY METAL
WAREHOUSE BUILDING
FLOOR AREA = 15,120 S.F.
F.F.E. = 20.00
HEIGHT = 25'
LEGEND
-�-_
RUNOFF FLOW DIRECTION
TRAFFIC FLOW DIRECTION
<=>
BLOCK NUMBER
MITERED END SECTION
10
NUMBER OF PARKING
SPACES
HANDICAP STALL
18' I
II II ;
_ I
C p --
F I
^ I I
H.C. SIGN N a 6
(SE DETAIL) p L
sLo� �OO�O�OOO v' S' FIRE DEPT. 17
N p +b CONNEC ION
c Imo— FIR NT BUILDINd SETBA�
N
p
O
WATER SERVICE M
FIRE LINE
ICU
�0F
W NWW
IN
N89030'55"W 245.00'
2'
LOT 24
VACANT
FUTURE LAND USE: IND
ZONING: IL
CAR STOP
(TYPJ
PAINTED STRIPE (TYP.)
b
1B'
NDTEI MINIMUM FINISHED FLOOR ELEVATION TYPICAL 18' PARKING STALL
FOR PROJECT IS 18, 5' N. G. V. A 1"-5'
(S. F, W, M, D, PERMIT NO, 56-00599-5)
I
LOT 42
1&R_EHOUSE
2E LANd'U,-,E: IND
ZONING: IL ``.
I LOT 43
AREHOUSE
UTU E LAND USE: IND
ZONING: IL
(-)----S IGN
FTP 26
12' 5, urtir
(MiN,) f8S0 FIN
FTP 28
NOTES
1, TOP PORTION OF FTP 25 & 26 SHALL HAVE REFLECTIVE BLUE
BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER.
2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND
WITH BLACK OPAQUELEGEND AND BORDER.
3. FTP 25 & 26 MAY BE FABRICATED ON ONE PANEL OR TWO.
4. FTP 25 IS FOR USE IN AREAS WHERE SPACE IS LIMITED
HANDICAP SPACE DETAIL
LOCATI G7N MAP
LEGAL DESCRIPTION
LOT 23, BLOCK B, KINGS HIGHWAY INDUSTRIAL PARK, UNIT 2,
ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 32,
PAGE 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
CONTAINING 1.29 ACRES
PARCEL ID NUMBER: 133580200450001
SECTION 35, TOWNSHIP 34 SOUTH, RANGE 39
PROJECT NAME: COLEMAN FLOORING
OWNER: WILLIAM B. BUEROSSE SR.
WILLIAM B. BUEROSSE JR.
3450 NE 6th TER.
POMPANO BEACH, FL. 33064
ENGINEER: JOSEPH T. FRISCIA, P.E.
FRISCIA ENGINEERING
681 SW WHITMORE DRIVE
PORT ST. LUCIE, FL 34984
(772) 340-4990
LANDSCAPE ARCHITECT: WILLIAM A. FLINT, III
LANDSCAPE ARCHITECT
- 2310 BE COUNTRY CLUB LANE
STUART, FL 34996
(772) 220-0424
SURVEYOR: BISHMAN SURVEYING AND MAPPING, INC.
808 ELM FOREST DRIVE
CLERMONT, FL 34711
(407) 702-8127
LOCATION: COMMERCIAL CIRCLE, KINGS HIGHWAY INDUSTRIAL PARK
ZONING: IL
LAND USE: IND
UTILITIES:
WATER FORT PIERCE UTILITIES AUTHORITY
WASTEWATER FORT PIERCE UTILITIES AUTHORITY
SITE DATA: SQ. FT. ACRES o
TOTAL AREA 56,095 1.288 100.00
IMPERVIOUS AREA:
PROPOSED BUILDING 14,985 0.344 26.72
PROPOSED PAVEMENT 15,215 0.349 27.12
TOTAL IMPERVIOUS AREA 30,200 6. 993 53.84
PERVIOUS AREA (OPEN SPACE): 25,895 0.594 46.16
PARKING CALCULATIONS:
PARKING REQUIRED = 1 SPACE PER 1,000 S.F.
WAREHOUSE AREA = 14,985 S.F.
PARKING REQUIRED = 14,985/1,000 = 15 SPACES (1 HANDICAPPED)
PARKING PROVIDED = 15 SPACES (1 HANDICAPPED)
BUILDING SETBACKS (IL):
FRONT: 25 FT.
SIDE: 10 FT.
SIDE CORNER: 20 FT.
REAR: 20 FT.
BUILDING HEIGHT: 25'
DRAINAGE NOTES:
STORMWATER RUNOFF WILL BE ROUTED TO EXISTING LAKE IN THE
MASTER DRAINAGE SYSTEM. WATER QUALITY AND QUANTITY TREATMENT
ARE PROVIDED BY THE MASTER SYSTEM (SFWMD PERMIT #56-00599-S).
DEVELOPMENT SCHEDULE:
BEGIN CONSTRUCTION: MARCH 2O04
END CONSTRUCTION: 120 DAYS
JOSEPH T. FRISCIA, P. E.
a
FI A. w7n. Nn. 'i1 AAq
rD7.Revlsions
1-27-04
ADD DRAINAGE
2.16-04
PER DRC
3-17-04
PER SLC
04.14-04
REVISED TRUCK WELL
PER CLIENT
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DRAWN
MAF
CHECKED
J.T.F,
DATE
11-24-03
SCALE
V = 20'
JOB NO.
03657
SHEET
1
OF SHEETS
GRAPHIC SCALE
20 0 10 20 40 80
I i i I
I
IN FEET) /
1 inch = 20 ft.
I I
/ 1
/ 8"PVC `� IOII OI WA
r WATER MAIN
x Jy_ I
- WM- f- WM WM- -� WM --WM- -WM- -WM
I I I I �- WM 1`
I III ---------------- --- -- -- _ `\
(NORTH RIM =17.09) \ •� \\\\ /
.COMMERCIAL CIRCLE W V=9.83 -- SITE BENCH MARK - N- - - wM�� \ /
as -- as GS GG _-- _r^� E INV=9.84
\ \ \
M \
FLUSH HEADER CURB IN
(TYP.) (SEE DETAIL) i�i i i (80' R/W) CONSTRUCT STABILIZED as
e Inl ery CONSTRUCTIC44 ENTRANCE GS
._____________________________________________________i^________I�III ^� 6' 09"'
ro III
as
(PER FDOt INDEX #106) - -----------
INV. 15.1p1 75 L.F. 16" RCP 0,2MES MHX 0/V1731MES
NV"WINIM
1437
\
\^�' NW INV=70.29 \
in DRAINAGE - - - - _ _ `i`,,SE INV-10.31
EASEMENT INV. EL. S"a1'nt" 8aE 90.00' 16- _ \ `� `\\\ 't✓ \
Z t4.41
IT-
"IB
��------19.0-----------
CROWN__ � �� �� \ 4d \ \ cs `• \ 19.39
M � T.E. 18.96 `� - \ \\ \ Oo, +�
IT. 14.40 W. INV.
14.50
S. INV. 14.50 19 9 -
I I 65 L.F. 15S
" RCP @ 0.15% 45 L.F., I.C. @ 0.50%
45 L.F., I.C. @ 0.50%
19.27 19.39 \) CONST\ffjOLATION \ \\ \\ \
19.19 zi ( MANHOLE\
+,0' \ I TOP EL.
C I I I I I C 70 L.F. 6"SCH. 80 c s I (DETERMINE LATERAL INV.
PVC @ 1.43% 19 39 19.51 \EL. IN FIELD) \ lit"
19.49 F19.49 ® \ \ \
PROPOSED
IRRIGATION I WELL 0�,
I i i }^ �1g 0\\
SEE ARCHITECTS PLAN \ �\ ^ SITE NENCH MARK `\
^�e° I�O�^?RUCK WELL DETAIL \ „� \ ^� (RNIAO9�RT7H�ROIM ®17.80) 7 \
im
\ + \ \\ NWV00.@B \
� 7 \
16.00
o 19.94 1994.
w TRENCH DRAIN
135.00'
I I
N W INV. 15.50
1
zl 19.28 1 I I lid, I
19.78 I 19.28 I I IiI I
yyP'-'111I ',i Ak
1
A� I ^h�b
} + PROPOSED �1 i�
s� I s' ONE-STORY METAL
DRAINAOE DRAINA MES
EIASEM NT EAJEMO WAREHOUSE BUILDING `. TE#EL 18.70 I 5z I I INV. 18,0 1
FLOOR AREA = 15,120 S.F. INV. 16.20 R �i MES
F.F.E. = = 25' 49 L.F. 15" RCfb @ 0,41 / I INV. 15.9
$ HEIGHT = 25' 19.78 l 3
1 +^ts,.71 4DEPT,
1
(612:1
000000000 i
o}^ ^� o
I I I
oa
+ 19.78 19.28 FIRE 19.28 7 M
v CONNECTION I = F3
(BY SPECIALTY// i I CO z -
CONTRACT05t) I N w
^. 19.78 / I d v UZJH
19.28 18.97 \ j 19.2 a. oaoFpl O
�o
�f x.I 3' }
+
\ L. .3 +
/^ ^'
N 4
GPx x
o w j i OpQ�Q^/%xx
r
TRACT 'A'
(STORMWATER MANANGE
CONTROL ELEV. = 14.0
CREST ELEV, = 15.2
CAD DWG 03657SP
I
I
10'
NTENAN
& UTILITY
EASEMENT
I
LEGEND
EXISTING GRADE ELEVATION
+ryPg
T/CURB
21.50 1
PROPOSED ELEVATION
21.00
(H.P, = HIGH POINT)
B/CURB
AS -BUILT ELEVATION
O
PIPE INTERFERENCE POINTS
s-L
RUNOFF FLOW DIRECTION
PROPOSED CONTOUR
- 35.6 -
ELEVATION
FDOT MITERED END
SECTION
N89030'55"W 246.00'
TYPE III SILT FENCE BARRIER PER
FDOT INDEX #102.3 (TYP.)
ry�
}
^0
TOP OF PAV. EL. 17.3
M
(JtHVIUL /
OR)
CONST. 1" RPZ, V WATER
METER (BY FPUA)
PROP. 4" WATER MAIN
DIRECTIONAL BORE
�6" PVC SANITARY SEWER
INV. EL. 11.43
INTERFERENCE POINT #1
N.T.S.
I
4"x8"
WET TAP I
GENERAL NOTES:
l.. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODES AND
THE SECTIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR
ROAD AND BRIDGE CONSTRUCTION, CURRENT EDITION OTHERWISE AUTHORIZED BY THE ENGINEER IN
WRITING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY OFF -SITE DAMAGE, RESULTING FROM
HIS OPERATIONS, TO EXISTING PAVEMENT, SWALES, ETC...
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE PRIOR TO BIDDING WORK AND
SHALL TAKE INTO CONSIDERATION ANY OMISSIONS, UNDERGROUND UTILITIES, OR OTHER ITEMS
AFFECTING THE INSTALLATION OF PAVING AND DRAINAGE. SHOULD UNCHARTED OR INCORRECTLY
CHARTED UTILITIES OR OTHER ITEMS BE ENCOUNTERED DURING CONSTRUCTION, CONSULT PROJECT
ENGINEER IMMEDIATELY FOR DIRECTIONS. REPAIR DAMAGED UTILITIES OR OTHER ITEMS TO
SATISFACTION OF UTILITY OWNER AND PROJECT ENGINEER.
3. ALL BERMS AND GRASSED AREAS WILL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE
APPROPRIATE SECTIONS OF THE ABOVE REFERENCED SPECIFICATIONS UNLESS OTHERWISE AUTHORIZED
BY THE ENGINEER.
4. ALL SLOPES TO BE MAXIMUM 1:4 UNLESS NOTED. ALL SLOPES SHALL, BE SODDED.
5. LOCATION OF DRAINAGE STRUCTURES SHALL GOVERN AND PIPE LENGTHS MAY HAVE TO BE ADJUSTED
TO ACCOMPLISH CONSTRUCTION AS SHOWN ON THESE PLANS.
6. IF HARDPAN IS ENCOUNTERED WITHIN RETENTION AREA OR SWALES, IT SHALL BE REMOVED AND
REPLACED WITH A GRANULAR MATERIAL.
7. IF MUCK IS ENCOUNTERED, IT SHALL BE COMPLETELY REMOVED AND BACK FILLED WITH A GRANULAR
MATERIAL AND COMPACTED TO DENSITIES SUFFICIENT TO ACCOMMODATE THE INTENDED USE.
8. EROSION AND SEDIMENT CONTROL- CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND
SEDIMENT CONTROL USING THE LATEST F.D.O.T. STANDARDS. BALED HAY, STRAW, AND SILTATION
BARRIERS WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY,
PUBLIC RIGHT-OF-WAY, WETLANDS AND WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING
OR SODDING HAS BEEN COMPLETED OF UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO
ADJACENT PROPERTY AND WATERWAY.
9. RCP INDICATES REINFORCED CONCRETE PIPE. CMP INDICATES GALVANIZED CORRUGATED METAL PIPE.
BCCMP INDICATES BITUMINOUS COATED CORRUGATED METAL PIPE. CAP CORRUGATED ALUMINUM PIPE.
CPP INDICATES CORRUGATED POLYETHYLENE PIPE (N12) MANUFACTURED BY ADVANCED DRAINAGE
SYSTEMS, INC. (ADS).
10. ALL INLETS SHALL BE TYPE "C" PER F.D.O.T. INDEX #232 W/ CAST IRON GRATES.
11. ENTRANCE TRAFFIC CONTROL - STOP SIGN, STOP BAR AND LANE DELINEATOR SHALL BE IN
ACCORDANCE WITH M.U.T.C.D. SPECIFICATIONS AT ALL ENTRANCE LOCATIONS.
12. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY HISHMAN SURVEYING
AND MAPPING, INC., PROFESSIONAL LAND SURVEYORS, JOB NO. 03026.00
13. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITIONS OR
BETTER.
14. MES INDICATES MITERED END SECTION PER F.D.O.T. INDEX #272.
15. ALL CURBS SHALL BE TYPE I'D" UNLESS NOTED OTHERWISE.
CONSTRUCTION FIELD OBSERVATIONS
I. DRAINAGE
A. LAYING OF PIPE (BEFORE BACKFILL)
B. ALL DRAINAGE STRUCTURES AND PIPE LAYING COMPLETE.
C. CONSTRUCTION AND STABILIZATION OF RETENTION AREAS AND SWALES.
D. SEEDING, MULCH AND SODDING IN AREAS WHERE EROSION IS EVIDENT.
11. UTILITIES (PERMITS)
A. PIPE LAYING WITHIN RIGHTS -OF -WAY.
B. JACK AND BORING IN RIGHTS -OF -WAY,
III. CONCRETE
A. CONSTRUCTION OF CURBING, SIDEWALK AND RETAINING WALLS BEFORE
PLACEMENT OF CONCRETE.
IV. PAVEMENT
A. LINE AND GRADE (CERTIFICATION).
B. SUBBASE (PRIOR TO ADDING BASE MATERIAL)
C. BASE (PRIOR TO PRIMING .AND SAND SEAL)
D. BASE (AFTER PRIMING, SAND SEAL AND BEFORE PLACING OF ASPHALT)
E. ASPHALT OR CONCRETE (WHILE PAVING IS IN PROCESS).
F. TURN OUT CONSTRUCTION ONTO CITY, COUNTY, OR STATE ROAD (ABOVE
INSPECTIONS APPLY),
G. TEST RESULTS ON SUBBASE, BASE AND ASPHALT.
H. FINAL PROJECT OBSERVATION.
PROJECT CERTIFICATION REQUIREMENTS
I. TESTING
A. FLORIDA BEARING VALUE TEST RESULTS
B. COMPACTION TEST
C. BASE MATERIAL TEST RESULTS
D. ASPHALT TEST RESULTS
11. WATER AND SEWER
A. DEPARTMENT OF ENVIRONMENTAL CERTIFICATION FOR BOTH WATER AND SEWER
(OPERATION AND MAINTENANCE), IF APPLICABLE.
B. HEALTH DEPARTMENT CERTIFICATION, IF APPLICABLE.
C. BACTERIOLOGICAL FOR WATER MAINS.
D. UTILITY ACCEPTANCE FOR OPERATION AND MAINTENANCE, IF APPLICABLE.
III. CERTIFICATION AND RECORD DRAWINGS
A. SEALED CERTIFICATION BY THE ENGINEER OF RECORD FOR COMPLIANCE WITH
APPROVED PLANS AND SPECIFICATIONS ALONG WITH RECORD DRAWINGS FOR THE
PROJECT.
LL� Cana Pav9.
Joini
Preformed Mt Joint Filler
TYPE D
F .
Note: For use adjacent to concrete or flexible pavement, concrete showh 4" min., rf mmr.
min.
Expanslan Joint, preformed joint filler and joint seal are regu/red
between anr& and concrete pavement only, see diagram right.
CONCRETE CURB
T Yox.
Depth Of Saws°t
GENERAL NOTES
1. For curb,gufterond curb and gutter provide"- /x° contraction
Joints at IO' centers lmox.l. Contraction joints adjacent to concrete
pavement on tangents and flat curves are to mated the pavement
Joints, with intermediate Joints not to exceed l0' centers.
Curb,gutter and curb & gutter expansion joints s,,11 be Ixafed in
axordance with Section 520 of the standard specifications.
2. Ends of Curbs Types 8 and D stroll f onsitfon tram full to zero
heights in 3 feet.
in. H' 4fi. PlM Wfbnal No. 4 BWs, l&' laq
\Ow d Attlbed r I'IMo Par pwonN
TYPE D T CONCRETE BUMPER WARD
CONTRACTION ((J �B & Gy 1 Jr R DETAIL JaNT /N CURB
F.D.O.T. INDEX NUMBER 300, 1994
SFWMD PERMIT NO. GP 56-00599-S
MINIMUM ELEVATIONS (FT. - NGVD)
(CONTROL EL. 14.0)
MINIMUM FLOOR EL. 18.5
MINIMUM ROAD CROWN EL. 17.0
MINIMUM PERIMETER GRADE EL. 17.2
NOTE:
ALL DRAINAGE PIPE JOINTS, INCLUDING ROUND
CONCRETE PIPES, SHALL HAVE A FILTER FABRIC
JACKET IN ACCORDANCE WITH FDOT ROADWAY AND
TRAFFIC DRAINAGE STANDARDS. ALL RCP PIPE
USED FOR EXFILTRATION ARE TO HAVE SLOTS, IN
ACCORDANCE TO FDOT INDEX #285.2 OPTION 'B'.
a
JOSEPH T, FRISCIA, P, EI
FLA. REG. NO: 31443
Date Revisions
04-14 04 REVI ED TRUCK WELL
-
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SCALE
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JOB NO.
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8" to'
3" Or 5� _' i,
Deepen Around Outside
Edge Of Pipe For 5j
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2 of3
NOTE: PAVEMENT SHALL HAVE MARSHALL STABILITY OF 1,000 LBS.
,PRIME COAT SEALANT TO BE APPLIED ON TOP OF LIMEROCK
�2" FOOT TYPE S-1 ASPHALTIC CONCRETE
8" LIMEROCK OR COQUINA BASE COURSE
12" STABILIZED SUBGRADE W/ 751b. F.B.V. & L.B.R. =40
CAD DWG 03657SP
EL. 16.00
TRENCH DRAIN
SEE ARCHITECTS PLAN
FOR TRUCK WELL DETAIL
vl
Or Round Corners
Concrete Stab, 3" Or 5�" Thick. O�
Reinforced With WWF 6x6-WI.4xW1.4 'O
TOP VIEW -SINGLE PIPE
SECTION
4a Miter: To @ Pa For Pipes 18" And Slwller.
2d For Pl'pes 94' And Larger.
2d Mlten To € Pipe For Pipes 0 And Shloller,
hi For Pipes 24" And Larger.
R/W
1" POLYETHYLENE
TUBING SERVICE
WATER MAIN
CORPORATION
STAINLESS STEEL 1" LOCKING METER
DOUBLE STRAP I FLANGE CURB STOP
SERVICE SADDLE I 90' ELL --,,
FINISHED GRADE
WATER MAIN
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FORD MODEL F1102 CORPORA nON
OOR APPROVED EQUOAL
1" POLYETHYLENE
TUBING SERVICE
ConcreteL5Thlck,, h Sad
Reinforced wnh wwF sxs-wl.4xw1.4 _� STAINLESS STEEL DOUBLE
STRAP SERVICE SADDLE
TOP VIEW -MULTIPLE PIPE ]� C WITH I.P. THREAD
%
NOTE: See sheet 6 for details and notes. CROSS O I✓ S DRAIN
MITERED END SECTION R/W
SINGLE AND MULTIPLE ROUND CONCRETE PIPE 1. BLUE 12 GAUGE THHN WIRE SHALL BE ATTACHED TO THE SERVICE LINE.
F.D.O.T. INDEX NUMBER 272, 1994 1 of 6 2. WHERE SERVICES UNDER PAVEMENT ARE REQUIRED, THE POLYETHYLENE TUBING SHALL IN—
STALLED WITHIN 4" DIA. CLASS 200 PVC CASING PIPE.
SAW CUT JOINTS ® 15' O.C.
EXPANSION JOINTS 0 40' O.C.
OR 6" PORT. CEMENT CONC. PAVT. (3000 PSI)
8" STABILIZED SUBGRADE W/ 751b. F.B.V.
` IAPACTED TO 98% SEE ARCHITECTURAL PLANS FOR REINFORCING
MAX. DRY DENSITY
MOD. PROCTOR
TYPICAL PAVEMENT DETAILS N.T.S.
PAVEMENT TO BE CONSTRUCTED IN ACCORDANCE WITH AASHTO T-180 SPECIFICATIONS.
*MPACTED TO 96%
MAX. DRY DENSITY
MOD. PROCTOR
1/2" CHAMFER 5
3,000 PSI CONCRETE
10 PAVEMENT
m
BASE
COMPACTED SUBGRADE
SIDEWALK/PAVEMENT DETAIL
N. T. S.
'L
124' �L
30' 20' 29' 3' T-
EDP
L. 19.28 EL. 19.39
I.C. EL. VARIES
PROP. PAVEMENT 18.70-1 S.W
EXIST. GRADE EL. 17.67 1
PAVEMENT =—
SECT B \ `�
SCALE: V = 10' H �q\ \ PROP. 15" RCP
1'= Tv INV. EL. 15.10-16,25
L
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Ir90' ELL
L BACKFLOW
PREVENTER
BY—PASS I FINISHED GRADE
VALVE
1" COPPER
SERVICE PIPE
I
i—PLUG & 90' ELL
I
I
LIMIT OF UTILITIES
AUTHORITY INSTALLATION
TYPICAL SINGLE WATER SERVICE CONNECTION WITH
WATER METER/BACKFLOW PREVENTER ASSEMBLY
(METER SIZE 1-1/2 if & 21))
so'
15'
16
5' 1 6' 31' 31'
3' S'
6' 2'
V± 11' 2'
12'
DRAINAGE EASEMENT
DRAINAGE EASEMENT
1
21.0
28.
EDP OF
4' 19'
VARIES
2' 19.19-79.49
SID K EL. 19.28 EL. 19.2
20.0
PROP. PAVEMENT
EL.
18.0
CD
EL.19.
PROP, PAVEMENT
z
18.0
I.C. EL. VARIES
1896-1819
1
EL. 1710
EL. 17.0
_EXIS_T. PAVEMENT _—�
li.
18.0
EL.
170
El.
17.0� /
/
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TYPE D CURB
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EXIST. SWALE
EL.15.9t
15.0
`j
SECT C
SCALE', 1 " = 10' H
EL.15.
�EL.15.0
1"=3'V
SECT A
I
EXIST. SWALE
SCALE: 1" = 10' H
EL.14.93
i"= 3' V
W — 2 A I L
4'x4'x6" CONC. PAD POURED
FINISHED GRADE
SEE NOTE 1
TO GRADE IN UNPAVED AREAS
OR WHEN D.O.T. SPECIFICATIONS
APPLY
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3/8" GROUT ON INSIDE
f—
& OUTSIDE OF PRECAST
RINGS
N
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'e—T
2'-0"MIN.
SEE NOTE 2
FLEXIBLE PLASTIC
RAMNECK GASKET
OR APPROVED
EQUAL
"A"
=B" PACK WITH
NON -SHRINKING GROUT
GROUT & ASBESTOS
CEMENT M.H. COUPLING
FOR FIELD INSTALLATION
NEOPRENE BOOT WITH
�� •�•����] STAINLESS STEEL
ACCESSORIES OR APPROVED
EQUAL SHALL BE USED
M
FOR PRECAST MANHOLES
SEE MANHOLE SCHD.
SHALLOW MANHOLE
DEPTH OF LESS THAN 5'-0"
PIPE DIA.
"A"
"B"
"C"
BOT. SLAB "T"
8"-24"
4'-0"
"8"
76„
8"
30"-36"
5'-0"
"8"
88"
10"
42"-48"
6'-0"
1181,
100"
12"
TYPICAL MANHOLE DIMENSIONS
NOTES:
1. MANHOLE FRAME & COVER WITH THE WORDS " SANITARY SEWER" CAST IN THE
COVER. U.S. FOUNDRY 170 OR APPROVED EQUAL.
2. ALL CONCRETE MANHOLES TO BE 4000 P.S.I. TO MEET OR EXCEED ASTM C478
ALL CEMENT TO BE TYPE II ACID RESISTANT. REINFORCING AREA OF 0.02
SQ.IN/FT FOR WALL SECTION MIN. TO MEET OR EXEED ASTM A 185.
3. MANHOLES SHALL HAVE TWO COATS OF COAL TAR EPDXY COATING OR APPROVED
EQUAL, APPLIED TO THE INTERIOR AND EXTERIOR SURFACE. THE FIRST COAT
SHALL BE RED; THE SECOND COAT SHALL BE BLACK. MINIMUM COAT THICKNESS
SHALL BE 8 MILS.
4. A MAXIMUM OF 2 LAYERS OF PRECAST CONCRETE RINGS, IF REQUIRED.
40�� Pi fRc� Fort Pierce Utilities Authority WASTEWATER
PRECAST MANHOLE DEPTH OF
S LESS THAN 5'-0" S - 2
DRAWN I APPROVED JDATE I REV.
12 12
# 5 SAR 3„
CONT.
SURFACE COURSE
a —
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SUBGRADE
NOTE: 3,000 P.S.I. CONCRETE AT 28 DAYS.
FLUSH HEADER CURB DETAIL JOSEPH T. FRISCIA, RE,
9'I A OCr kin 41 AAQ
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DATE
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SCALE
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JOB NO.
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SHEET
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SHEETS
'GENERAL NOTES EROSION CONTROL
Section VII (swpp narrative)
1.0 SITE DESCRIPTION
1.a Nature of Construction Activities
Construction activities consist of the construction of one (1) warehouse building
totaling 14,985 sq. ft. and 15,215 sq. ft. of pavement on 1.288 acres within the Kings
Highway Industrial Park, St. Lucie County, Florida.
l.b Sequence of Major Soil Disturbing Activities
The following sequence of major activities shall be followed unless the contractor can
propose an alternative that is equal or exceeds the erosion and sediment control practices
described in this document, and is approved by the Engineer. The detailed sequence for the
entire project can vary significantly from contractor to contractor. The contractor is
responsible for providing a detailed sequence of construction for all construction
activities.
1. Placement of all erosion control devices.
2. Clearing and grubbing, earthwork and excavation of ponds.
3. Storm sewer construction; all storm sewer shall be constructed in the upstream
direction.
4. Earthwork associated with roadway, curb, subgrade, base and pavement.
5. Final seed and mulch and or sodding of the unpaved project area as called for in plans.
1.c Area Estimates
Total site area: 1.288 acres
Total Area to be Disturbed: 1.288 acres
l.d Runoff Data
2.a.2 Structural Practices
Temporary:
Silt fence in accordance with Index 102 and Specification 104.
Staked turbidity barrier in accordance with FDOT Index 103.
Soil tracking prevention device in accordance with FDOT Index 106 or stabilized
construction entrance constructed per FDOT index #106.
All sediment controls shall be in place prior to any soil disturbing activity upstream of
the control.
2.b Stormwater Management
Stormwater will be conveyed in storm sewer system, cross details, and swales to Stormwater
retention/detention ponds.
2.c Other Controls
2.c.1 Waste Disposal
The contractor is solely responsible for documenting this portion of the SWPPP.
2.c.2 Off -Site Vehicle Tracking
The contractor is responsible for documenting this portion of the SWPPP.
2.c.3 State and Local Regulations (Waste, Sanitary, and Septic)
The contractor is solely responsible form documenting this portion of the SWPPP.
2.d State and Local Plans
This project requires a modification to General Permit 56-00599-S
3. MAINTENANCE
Runoff Coefficients: Before:
POSED REPLACEMENT INTERVAL
•._ ___.___ .._. --. „..-1- ... .........................�.... w "", mncoo wnc ' ."—"
oonstion n operations.
During: 0.30-0.81
Silt
Fence
In accordance with specification
6 Months
4. Novgot;an may require segmenting barrier Gunny canssmcrron operations.
5. For addWonaT information see Seotion 104 of The Standard Specifications.
After: 0.81
Section 104.
TUMMITY BARRIER APPUCATIM T U.
Soils Data: The soils are silty fine sand to clean sands. The small sand particle size will
Ponds
Remove sediment when it becomes
make the potential for erosion high.
0.4m (16") deep.
SHEET FLOW
Drainage Areas for Each Outfall:
Straw
Bales
Remove sediment when it reaches
3 Months
+
1
l.e Site Map
1/2 height of bales.
BALES OF STRAW STAKED DOWN
The contractor
shall
maintain rain gauges on -site and record daily
rainfall. The contractor is
The construction plans will substitute as site maps. Locations of the required information
also
responsible for
documenting this portion of the SWPPP in the
Section 104 Erosion Control
are described below.
Plan.
Drainage Patterns: The drainage flow directions are shown on the Paving and Drainage Plan.
Approximate Slopes: The slopes of the site can be seen on the Paving and Drainage plan and
cross sections.
Areas of Soil Disturbance: The areas to be disturbed are indicated on the plan. Any areas
where permanent features are shown to be constructed above or below ground will be disturbed.
Areas not to be disturbed: For the purpose of this plan, it is reasonable to say that all
areas of the project will be disturbed during some phase of construction.
Locations of Controls: The erosion control devices and locations are shown on the Paving and
Drainage Plan.
Areas to be stabilized: Temporary stabilization practices are also shown on the plans, if
applicable. Areas of permanent stabilization are shown on the Paving and Drainage Plan.
Surface Water: Surface water discharge is shown on the Paving and Drainage Plan. The
surface water of the project will be routed to existing lake in the master drainage system
on the southwest side of the property.
1.f Receiving Waters
The surface waters of the project will be routed to existing lake in the master drainage
system on the southwest side of the property.
2.0 CONTROLS
2.a Erosion and Sediment Controls
The following defines general quantities for the sequence of construction and the use of
stabilization and structural practices. The contractor is also responsible for documenting
this portion of the SWPPP. The construction of this project is expected to last six
months.
Install stabilized construction entrances at all common areas where construction vehicles
will be entering and exiting the construction site. The driveways shall be constructed of
according to FDOT Design Standard Index #106.
Install silt fences, Type III, around all ditch bottom inlets on the project, and the
project perimeter. Filter cloth under the grates on catch basins may be used in lieu of a
silt fence.
Install staked turbidity barriers at the locations as indicated in the Paving and Drainage
Plan (discharge points).
At the outfall the swales located on the north, east and west sides of the property.
2.a.1 Stabilized Practices
Temporary:
Seed and mulch, and sod in accordance with Specification Section 104.
Permanent:
All stabilization practices shall be initiated as soon as practicable in portions of the
site where construction activities have temporarily or permanently ceased, but in no case
more than 14 days after the construction activity in that portion of the site has
temporarily ceased. The contractor is also responsible for documenting this portion of
the SWPPP.
(KA31111 CK11*1*1-to
4. INSPECTION
Qualified personnel shall inspect the following items at least once every seven calendar days
within 24 hours of the end of a storm that is 0.50 inches or greater. Where sites have been
finally stabilized, inspections shall be conducted at least once every month.
Points of discharge to waters in the United States.
Points of discharge to municipal separate storm systems.
Disturbed areas of the site that have not been finally stabilized.
Areas used for storage of materials that are exposed to precipitation.
Structural controls.
Stormwater management systems.
Locations where vehicles enter or exit the site.
5. NON-STORMWATER DISCHARGES
The contractor is required to submit a dewatering plan to SFWMD for approval prior to
commencement of any construction activities that require dewatering. This plan shall include
any stockpile areas and excavation areas. See SFWMD Rule 40 D-2 Consumptive Use of Water,
Rule 40 D-3 Regulation Wells Specifying Requirements for Dewatering and ERP application
Section E. subsection D Construction Schedule and Techniques.
The contractor is responsible for documenting this portion of the SWPPP. If contaminated soil
or groundwater is encountered, contact the District Hazardous Materials Coordinator.
SINGLE ROW OF BALES OF STRAW TO BE PLACED
PRIOR TO THE START OF ROUGH GRADING.
P L A N V I E W
WIRE TIE 2"x2" STAKES
n 1-1/2' TO 2' IN
n II THE GROUND
i
BALE TIES
_T
SECURELY BOUND BALES ANCHORING BALE`
REQUIRED FOR DURABILITY
ANCHORING BALES DETAIL
NO. SCALE
TYPE 0 SLT FENCE
NOTE: DO NOT DEPLOY IN ANY MANNER THAT SILT
FENCES WILL ACT AS A DAM ACROSS
PERMANENT FLOWING WATERCOURSES.
SILT FENCES ARE TO BE USED AT UPLAND
LOCATIONS AND TURBITY BARRIERS USED
AT PERMANENT BODIES OF WATER.
r SILT FLOW
-�AV
TYPE ■ SLT FENCE
NOTE: SPACING FOR TYPE III FENCE
TO BE IN ACCORDANCE WITH
CHART 1 , SHEET 1 OF 3 AND
DITCH INSTALLATIONS AT
DRAINAGE STRUCTURES SHEET
2OF3.
TYPE III SILT FENCE PROTECTION
AROUND DITCH BOTTOM INLET
EROSION & SEDIMENT CONTROL
PER FDOT INDEX 102
NOT TO SCALE
6'MAX
POST OPTIONS:
WOOD 2 1/2" MIN.DIA.
WOOD 2"X4"
OAK 1 1/2"X1 1/2"
STEEL 1.33 LBS/FT MIN. r
FILTER FABRIC (IN
200
OPTIONAL w PRINCIPAL POST
POST > POSITION (CANTED
POSITION 20" TOWARD FLOW)
za FILTER FABRIC
, SILT FLOW
CONFORMANCE WITH ELEVATION SECTION
SEC.985 FDOT SPEC.)
NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED FENCE(L.F.)
TYPE III SILT FENCE
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FUTURE LAND USE: IND
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GRAPHIC SCALE
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PAHIA 50P A5 pEQIJKTP
MA,&. IJCA Op 2CALYPTU5 MULCH (NO CYppE55) A5 pEQUIPEP TO 5" TIICU55 MINIMUM IN ALL ?I AI\. P3 P5
FULLY AUTOMAIC IppIGATION 5Y5TEM fO TOVIP2 ICO% COV��2 IN 15 MPH WINb
ALL ppOHIPITEP 5PECIES 5HALL P3 PFMOVEP EpOM 51TE POOP, T0155UANCE OF CUIn\ FICATE OF OCCLP&CY
NO INTRU51VE FOOT 5Y5TEM VEGETATION 9ik,!, 6E pLAaP WITHIN 12 FEET OF UYII-ITIE5.
NO ,ANI25CAFIN6 51&1, DE PXF19 IN A MANNEp THAT W01P CpEATE CONFLICT5 WITH THE INTEmpEp OpEpAIOK
ANP MAINTENANCE; OF ANY EX%NG U9 I,ITY,
50119
LOT 40
VACANT
FUTURE LAND USE: IND
ZONING: IL
\It
1,
1\
11
\ r,
LOT 41
` WAREHOUSE
FUTURE LAND USE: IND
ZONING: IL
1 1
jl� 1 1111 1
III I II I I
III I I I I I I
LOT 42
iLANUSE
'0"US E: IND
rI ��I
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VATS: 12.12,2003
MWN: WAF
CHECKEV:
SCALE: I" - 20'
rO.FCf No. 03-449
SO
A
SHEEP U OF I
Permitting and Construction Plans
for a
New Facility
for
Coleman Floor Compan
Circle
Ft. Pierce, Florida
Professionals:
Owner
Coleman Floor Company
3100 Tollview Drive
Rolling Meadows, IL 60008
Architect
The Architecture Company and Associates, Inc.
220 Freeman Street
Longwood, FL 32750
Ph: (407) 332-8299 Fax: (407) 332-6669
License No: FL AA0002811
Mechanical - Electrical Enzineer
Gast Engineering, Inc.
316 Cypress Landing Drive
Longwood, FL 32779
Ph: (407) 774-3188 Fax: (407)
License No: FL PE0038638
Contractor
KNS Construction, Inc.
1465 Gene Street
Winter Park, FL 32789
Ph: (407) 647-1234 Fax:
License No: CGC040554
774-8059
(407)647-5234
Index of Construction Documents
Sheet Title
A-1 Foundation Plan - Finish Schedule
A-2 Floor Plan - Reflected Ceiling Plan
A-3 Elevations - Door and Window Schedule
A-4 Sections
P-1 Plumbing Floor Plan
M-1 HVAC Floor Plan
M-2 HVAC Notes and Schedules
M-3 HVAC Details
E-1 Power and Data Floor Plan
E-2 Electrical Lighting Plan
E-3 Electrical Notes, Riser and Schedules
These drawings dated March 8, 2004
ST. LCCIE COtiTY FIRE DISTRICT
REVIER ED FOR CONIFLIANCE
SUBJECT TO FIELD INSPECTIONS
SEE ATTACHED REVISION WE
REV1E`VED BY:
DATE: i
REVIEWCD
NO MUt`' � I.
r,ONGRETE AND MASONRY NOTES:
I ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE
CONSTRUED TO APPLY TO ANY SIMILAR SITUATION EL5EWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT
DETAIL 15 SHOWN.
2 CONCRETE MASONRY UNITS SHALL BE HOLLOW OR 50LID UNIT MASONRY IN ACCORDANCE WITH ASTM G90 OR
C 145 AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1400 P51.
3 MORTAR SHALL BE EITHER TYPE M OR 5 IN ACCORDANCE WITH ASTM C 2-10.
4 GROUT SHALL HAVE A MAXIMUM COARSE AGGREGATE 51ZE OF 3/$" PLACED AT AN $ TO II INCH SLUMP AND
HAVE A MINIMUM SPECIFIED COMPRE551VE STRENGTH OF 2000 P51 AT 2$ DAYS WHEN TESTED IN
ACCORDANCE WITH A5TM C 1014, OR IN ACCORDANCE WITH A5TM C 476.
5 CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRE551VE STRENGTH OF 2500 P5I AT 2$ DAYS.
6 REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH A57M A 615, A 616,
A 617, OR A -TO&.
i JOINT REINFORCEMENT, ANCHORS, TIES, AND WIRE FABRIC SHALL CONFORM TO THE FOLLOWING STANDARDS:
(I) ASTM A $2 FOR JOINT REINFORCEMENT AND WIRE ANCHORS AND TIES, (2) A5TM A 36 FOR PLATE, HEADED
AND BENT BAR ANGHOR5. (3) A5TM A566 FOR SHEET METAL ANCHORS AND TIES.
b ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATION WALL5, SLABS AND OTHER
CONCRETE SHALL BE LAP -SPLICED, WHERE NECESSARY OR DESIRABLE, BY WIRING TOGETHER IN CONTACT.
LENGTH OF ALL LAPS SHALL BE 40-BAR DIAMETERS OR 24" MINIMUM, WHICHEVER 15 GREATER.
q BED AND HEAD JOINTS SHALL BE 3/$" THICK.
10 THE BED JOINT OF THE STARTING COURSE PLACED OVER FOOTINGS SHALL BE PERMITTED TO VARY IN
THICKNE55 FROM A MINIMUM OF 1/4" TO A MAXIMUM OF 5/4".
II MASONRY WALLS SHALL BE RUNNING BOND CON5TRUGTION. q-GAGE (MINIMUM) HORIZONTAL JOINT
REINFORCEMENT, IN ADDITION TO REQUIRED VERTICAL REINFORCEMENT, SHALL BE PLACED IN BED JOINTS AT
NOT MORE THAN 16" O.G.
12 LONGITUDINAL WIRES OF JOINT REINFORCEMENT SHALL BE FULLY EMBEDDED IN MORTAR OR GROUT WITH A
MIN. COVER OF 5/$" WHEN EXPOSED TO EARTH OR WEATHER E 1/2" WHEN NOT EXPOSED TO EARTH OR
WEATHER,
13 REINFORCING STEEL SHALL BE NO. 5 BARS, UNLESS NOTED OTHERWISE.
14 FOR FOUNDATIONS MINIMUM CONCRETE COVER OVER REINFORCING BARS 544ALL BE 3" IN FOUNDATIONS WHERE
THE CONCRETE 15 CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH.
GOLUM'N FOUNr�)A710N 5GHEDULE
5YM50L
TYPE
"A"
"15"
DEPTH
REINFORCING
ANCHOR 5OLT5
�j
MAIN FRAME
3'-6"
3'-b"
2'-0"
5-#5 EACH WAY
4 - 5/4" DIA. A307 X 15" + 4" HK.
2
ENDWALL
2'-0"
2'-0"
1'-4"
3-#5 EACH WAY
4 - 5/4" DIA. A30-t X 12" + 2" HK.
CORNER
2'-0"
2'-0"
I'-4"
3-#5 EACH WAY
4 - 5/4" DIA. A307 X 12" + 2" HK.
CENTER
3'-6"
3'-6"
2'-0"
5-#5 EACH WAY
4 - 5/4" DIA. A307 X 16" + 2" HK.
NOTE5:
I. VERIFY ANCHOR BOLT 51ZF-5 WITH METAL BUILDING MANUFACTURER
1. COLOR AND PATTERN OF MATERIALS
ALL FLOORING 4 BASE TO BE PROVIDED BY OANER.
AS SELECTED: R.
ACOUSTICAL PANEL CLO: ARMSTRONG "CORTEOX"
LAY -IN CEILING SYSTEM, 5GUAR.E EDGE,OR EGUAL.
11
@'
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r
mn
NOTE:
ALL FILL SHOULD BE INORGANIC, NON- PLASTIC GRANULAR
501L (GLEAN SANDS). THE FILL SHOULD BE PLACED IN LEVEL
LIFTS NOT TO EXCEED $" L005E THICKNESS. THE FILL SHOULD
BE COMPACTED TO A MINIMUM q5% OF THE 501L'S MODIFIED
PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY ASTM
SPECIFICATION D-1557. IN -PLACE DENSITY TESTS SHOULD BE
PERFORMED ON EACH LIFT TO VERIFY THAT THE RECOMMENDED
DEGREE OF COMPACTION HAS BEEN ACHIEVED.
FOUNDATION PLAN NOTE5:
IQ PROVIDE 4" CONCRETE SLAB WITH 12" WIDE x $" DEEP THICKEN EDGE.
SLAB TO SLOPE FOR POSITIVE DRAINAGE.
20 2,-0" WIDE X I'-O" DEEP CONCRETE FOOTING W/ 3-#5 EACH WAY.
® VERTICAL REINFORCING IS 5HOWN THUS ® . SEE 5ECTION5.
DISTANCE BETWEEN FILLED CELLS TO BE NOT GREATER THAN $'-0"
® 3000 PSI 5" CONCRETE SLAB W/ 6x6-WI.4xAI.4 MM OR FIBER
MESH REINFORCING OVER b MIL VAPOR BARRIER COVER COMPACTED
POISONED SOIL TREATED FOR TERMITE INFESTATION.
NOTE:
DESIGN OF COLUMN BASE 8 TOP
TO BE PRE-ENGINEERED BY STEEL
FRAME SUPPLIER. INSTALL PER
MFR'S SPECIFICATIONS.
RAI
#5 X 20' LONG ONE PIECE HAIRPIN TO
BE BENT AROUND ANCHOR BOLTS L — — — J
W/ 45 DEG. "V" BEND WHERE SHOWN.
�OLUM'N FOUNI�)Afi I ON REFERENCE
NO SCALE
744 I 10'-01, 4'-0` 10'-01, I 41 L. 10'-01, 4'-0" 1 10'-O" 74--0"
I I
I I 5 I I 7 I
I I A-4 I I A-4 A-4
--
rl-- I r---- —�\ F---- -----� F------ ——� F--------
II
II
II
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IIA I
III
II
II
Ii II
CONTROL JOINT (TYPICAL)
I
III
I
II 2
II
II $
II A-4
'Il
15'-7"1 31+6" 1 . 11'-2"
F0 Y4
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�A L
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L-----J _u L------=---J—u L -------+-�--J u =---_ —
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37'-4" TO CONTROL JOINT
A-4
44'-$" TO CONTROL JOINT
154'-$"
O U N D A T
5GALE: 1/8" = 1'-O"
ON FLAN
THESE PLANS AP :l ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICACLE CODES.
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PROJECT NO. 10304
DATE: MARCH 8, 2004
SHEET:
A-1
DESIGN NOTES:
THI5 PROJECT 15 IN COMPLIANCE WITH THE 2001 FLORIDA
BUILDING CODE, CHAPTER I6, SECTION I6O6 FOR 120 MPH WIND
LOADS, AND TABLE 1606.215 FOR THE EXTERIOR DOOR AND
WINDOW WORK. SEE DOOR AND WINDOW SCHEDULES FOR
WIND DESIGN PRESSURES.
WIND DATA:
WIND SPEED: 140 MPH
WIND IMPORTANCE FACTOR: (IW) = 1.0
WIND EXPOSURE: "B" (FBC 1606.1b)
WIND LOADS (FBG):
WIND LOADS BASED ON PEG, SECTION 1606.2
WIND VELOCITY = 140 MPH, USE FACTOR 1.0
DESIGN CRITERIA:
FLOOR LIVE LOAD (GENERAL AREA5): 100 P5F
FLOOR LIVE LOAD LOAD (SERVICE BAY AREA): 125 P5F
DEAD LOADS: FOLLOW 2001 FBG APPENDIX A, TABLES Al 6 A2
ROOF LIVE LOAD: 20 P5F
SEE METAL BUILDING SHOP DRAWINGS FOR ADDITIONAL LOADS
SPRINKLER NOTE:
SPRINKLER PLAN SHOP DRAWINGS BY A FLORIDA LICENSED
SPRINKLER CONTRACTOR ARE TO BE SUBMITTED FOR
PERMITTING PRIOR TO INSTALLATION.
INSULATION NOTE:
INSULATION WHEN CONGEALED SHALL HAVE A FLAMESPREAD
RATING OF NOT MORE THAN 15, AND A SMOKE DEVELOPED
RATING OF NOT MORE THAN 450
INSULATION WHEN EXPOSED SHALL HAVE A FLAME5PREAD
RATING OF NOT MORE THAN 25, AND A SMOKE DEVELOPED
RATING OF NOT MORE THAN 450
GENERAL NOTES ,AND REG2UIREMENTS:
BUILDING DATA:
BUILDING CODES:
FLORIDA BUILDING CODE, 2001 EDITION
LIFE SAFETY CODE - NFPA 101 - 2000 EDITION
BUILDING GLASSIFIGATION:
STORAGE 5-1 (OFFICE LE55 THAN 25%)
BUILDING CONSTRUCTION TYPE:
TYPE IV - UNPROTECTED - 5PRINKLERED
BUILDING PHY5IGAL PROPERTIE5:
WAREHOUSE AREA: II,114 50. FT. (-1a%)
OFFICE AREA: 3,190 5Q. FT. (21%)
TOTAL AREA: 14,904 50. FT.
ALLOWABLE AREA: 45,000 50. FT.
BUILDING OCCUPANT LOAD:
WAREHOUSE AREA: 11,'114 50. FT. / 300 = 39 OCCUPANTS
OFFICE AREA: 3,190 5G. FT. / 100 = 32 OCCUPANTS
TOTAL OCCUPANT LOAD: it OCCUPANTS
FLUM6I NO FIXTURE REM I REMENT5
BASED ON -TI OCCUPANTS
TOTAL REG7UIREMENTS: 36 MEN / 36 WOMEN
WATER
CLOSETS
LAVATORIES
DRINKING
FOUNTAINS
SERVICE
SINK5
MEN
I
I
I
I
WOMEN
—r
I
TOTAL PROVIDED
HATER
GL05ETS
LAVATORIE5
DRINKING
FOUNTAINS
SERVICE
5INK5
MEN
2
2
2
I
WOMEN
I
I
I. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE BUILDING
8. UNLE55 OTHERWISE INDICATED IN THESE SPECIFICATIONS, THE GENERAL
CODE, AND ALL OTHER APPLICABLE CODES, RULES, AND REGULATIONS.
CONTRACTOR, ALL SUBCONTRACTORS AND SUPPLIERS SHALL PROVIDE
GUARANTEES BASED ON INDUSTRY RECOGNIZED STANDARDS FOR THEIR
2. The Architecture Company and Associates, Inc. SHALL BE THE "ARCHITECT
PRODUCTS AND SERVICES, IN NO CASE SHALL THESE GUARANTEES REMAIN
OF RECORD" AND SHALL RETAIN THE ORIGINAL CONSTRUCTION DOCUMENTS.
IN EFFECT FOR LESS THAN ONE YEAR FROM THE DATE OF CERTIFICATE
THE PLANS AND 5PEGIFIGATIONS ARE THE PROPERTY OF THE ARCHITECT AND
OF OCCUPANCY.
SHALL NOT BE USED OR REPRODUCED IN ANY FORM WITHOUT THE EXPRESS
WRITTEN PERMISSION OF THE ARCHITECT AND/OR THE OWNER.
a. SUBCONTRACTORS SHALL PROVIDE THE GENERAL CONTRACTOR WITH
SUCH PLANS AND INFORMATION AS MAY BE REQUIRED FOR THE ISSUANCE
3. THE ARCHITECT SHALL NOT HAVE CONTROL OR GHAROE OF AND SHALL
OF ACCEPTANCE CERTIFICATES.
NOT BE RESPONSIBLE FOR CON5TRUCTION MEANS, METHODS, TEGHNIQUE5,
5EQUENCE5, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS OR
10. THE GENERAL CONTRACTOR SHALL BE RESPON51BLF FOR OBTAINING
PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS
ALL APPLICABLE PERMITS.
OF THE CONTRACTOR, SUBGONTRAGTOR, OR ANY OTHER PERSONS
PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO
II. PROVIDE FIRE EXTINGUISHER HAVING A MINIMUM RATING OF 3-A, 40-56,
CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
MOUNT AT 2'-a 1/2" A.F.F. AT LOCATIONS SHOWN ON PLAN.
4. DO NOT SCALE DRAWIN65.
12. CONTRACTORS SHALL BE LICENSED TO PROVIDE SERVICES WITHIN THE
COMMUNITY OF THE AUTHORITY HAVING JURISDICTION. CONTRACTOR'S
5. THE 6ENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY
SHALL ALSO INCLUDE NECESSARY INSURANCE COVERAGE TO INDEMNIFY
ALL CONDITIONS, DETAILS, AND DIMENSIONS BEFORE PROCEEDING WITH THE
THE OWNER, ARCHITECT, AND AGENT'S THEREOF FROM DAMAGES RESULTING
WORK AND SHALL BE RESPONSIBLE FOR COORDINATION OF THE SAME, THE
FROM THE PERFORMANCE OF THE CONTRACTOR'S WORK.
ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES.
13. INTERIOR FINISHES SHALL COMPLY WITH CHAPTER5, AND TABLE 803.3
6. JOB SUPERINTENDENT SHALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO
FOR SPRINKLERED BUILDINGS.
GOMMENCIN6 WORK.
14. CONTRACTORS SHALL PROVIDE ALL MATERIALS, EQUIPMENT, TOOLS
-7. IT 15 INTENDED THAT ALL WORK BE FIRST QUALITY, AND ACCOMPLISHED
TRANSPORTATION AND LABOR REQUIRED TO COMPLETE THE SCOPE OF
IN A WORKMANLIKE MANNER BY SKILLED CRAFTSMEN USING ACCEPTED
WORK IDENTIFIED WITHIN THESE GON5TRUGTION DOCUMENT5,
PRACTICES AND METHODS APPROPRIATE TO THE TRADE INVOLVED.
I
R E F L E C T E D r-, E I L I N(5 F L A N
5GALE: I/8" = I'-V OFFICE AREA
5EE MECHANICAL AND ELECTRICAL 5HEEET5 FOR ADDTIONAL INFORMATION.
O
v
DOCK
Ell
5EE CIVIL
10'-0" 4'-O" 10'-0"
5
r A-4
6
ACCE55ORY 56HEOULE:
�-4
(DPAPER TOWEL .DISPENSER:
BDBRICK D-262 OR FOUAL
O2 TOILET TISSUE DISPENSER:
BOBRIGK B-2888 OR EQUAL -
O MIRROR:
BOBRICK 5-2a0 1550 OR EQUAL
- ® 64RAB BARS:
BOBRICK 5-4a0 SERIES OR EQUAL
F
g
18"X30"
MIRROR
15"
MIN.
IF
56" MIN. I 1 6"
54" MIN.
It 12 1 42 MIN. t
PAPER TOWEL
DI5PENSER
11" MIN.
I 4 TP b Q
Y
I
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r 2 2 !V
SEE PLAN SEE PLAN
p� �`- CLEARANCE
SEE CIVIL DRAWINGS T O I L E T F IX T U R E 1� E T A L 5
FOR PAVING \
SCALE: I/2" = I'-O"
10'-0" 4'-0" 10'-0" 3'-8" 3'-4"
MANEUVERING CLEARANCE A-4
A-4 115P 0 ^I PER FAGBG, FIG. 25
21
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116
103 A-4
F E
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SUPPLIES m
COUNTER
q
2
BY OTHERS
RECEPTION.
Gll
A-4 EAR FLOOR SPACE
102
FOR WATER CL05ET5
COVE
D
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100'-O"
ENTR
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WI IX4ry
101 101
GhEAR FLOOR SPACE FOR
SERVICE
L VATORY (30"X45") COMPLYIN6
-
51NK W II-4.1a.3, FIG. 32. (TYPICAL)
10'-8�'
9'-10"
®
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PARTITION
PARTITION
MEN
15
BY OTHERS
BY OTHERS
115 O
STEEL COL.
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H NDIGAP ACCESSIBLE 104
-
114
D2INKING FOUNTAIN
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4
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O PASSAGE O 1
LLOW PAINT W/ 5" FACE
113 n Nt
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TO FAG OF STRIPE TO IND
PATH Of� TRAVEL TO EXIT
GATE
10 Oa
08 10I
106
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ILET
BULKHD. 10'-
" 10'-101-0..0'-O"
10'
-
HANDICAP ACCESSIBLE
12
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OFFICE OFFICE
OFFICE
OFFICDRINKING
FOUNT
IN
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SUPPLIES m m
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28'-8" 4'-0" b'-O" 4'-0" 6' P" 4'-0" 14'-8"
14'-8" 4'-8" 21'-6" 21'-b"
2 3 4 5 6
134'-e"THEsE PLANS AN!) w'. f'" '"���� PrbR�
WALL LEGEND: ARE SUBJECT TO A ICY C RRECTIONS�
L O O K F L A N METAL STUD WALLS REQUIRED BY FIELD INSPIECTC, Rs THA
5CALE: 1/5" = 1'-0" MASONRY WALLS MAY BE NECESSARY IN OR:ER TO
INSULATED WALLS COMPLY WITH ALL � ne PLICA Z- CODES.
REVISIONS:
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PROJECT NO. 10504
DATE: MARCH &, 2004
SHEET:
A-2
K NDOW SCHEDULE
MARK
HEAD
1�16T.
ABOVE
FRAME
STOOL
OLA55
DETAIL
DE516N
WIND
PRESSURE
REMARKS
WIDTH
HOT.
MAT.
COLOR
TH4LK.
ZYPE _
TINT
A
b'-O"
4'-0"
4'-b"
ALUM.
BRONZE
NONE
MF6R.
IMPACT 6LAZIN6 r
NONE
3/A-5
35.3/-5Z,.2 PSF
FIXED
B
b'-O"
12'-O"
4'-b"
ALUM.
BRONZE
NONE
M66R.
IMPACT 6LAZIN6
NONE
3/A-5
31.6/-34.6 P5F
FIXED
LINE OF TRUCK WELL
SEE CIVIL DRANIN65
METAL FRAME
v Ln r
a
c
\ \
26 6A. STEEL PRE -FINISHED
METAL RIBBED 51PINO
I 1
1 I '
I ! I
I
l i 1
I, I
CONTROL JOINT
W E S T E L E V A T I O N
SCALE: 1/5" = I'-O" PAINTED GMU THIS ELEVATION
i
LINTEL NOTE
ALL PRE -CAST LINTEL5 TO BE CA5T-GRETE
OR EQUAL AND 16" WIDER THAN THE OPENING
THEY SPAN. LINTEL5 DE516NA7ED PS ARE
POWER STEEL LINTEL5. SEE SECTIONS.
12" D.A. PRE-
FAB. COLUMN -
METAL
FRAME
3 5/5" METAL 57'JD5
(DOUBLE AT OPENIN65)
3 ANCHORS \
PER JAMB
6
m
'
2" 6YP BD.
8 GMU
v
\
\
\
5PL! T-DACE
5.8 CAULK FIN15H WHERE
5HONN
DOOR F R M E
5GALE: 5" = I'-O"
1 5/4"
cv
5 '8" -
J FROF I LES
120'-O"
I GUTTER S D<
/ BY MTL.BLD
100'-O"
--T
I I
SPLIT -FACE
FIN15H CAULK
4 \
s
V* \
n an
F
2 3
D O O R F R A M E E L E V A T 1 O N S
5GALE: 1/4" = 1'-0"
6YP5UM BI
ON MEUR'
5;,
13
AL'
GO
GUTTER d DOWNSPOUT
BY MTL. BLD6. MF6R.
CONTROL JOINT
J C/ L) I F7 LL L L. V n I I l./ I `l
SCALE: 1/8" = 1'-0" PAINTED GMU TH15 ELEVATION
A=7A.1 A=APll P ;=Wl RY nL GA aT =I
SCALE: I'•/a" = I'-O" 5FLLIT-FFArE 0M/i
LEUU THIS ELEVATION
26 6A, 57EF-L PRE-FIN15HED 26 &A. ROOF PANEL BY
METAL RIBBED SIDING
/ METAL BLD6. MF6R.
Im
N O
R
T H
E L E V A T
I O N
5GALE:
I/8"
= 1'-0"
SPLIT -FACE GMU THIS
ELEVATION
OF TRUCK WELL------ j
L-- -- --- - ---1---- ___ -j
I_
DOOR SCHEDULE
DOOR TYPE
HARDWARE 5E7
SET #I
NOTES;
1 1/2 PAIR 4" X 4" BUTT HINOE5
I. KEY PER TENANT'S INSTRUCTIONS.
TEMPERED
OLA55,
- — - -
PRIVACY LOCKSET W/ LEVER TYPE HANDLES
2. PAINTED DOORS TO HAVE ONE GOAT
/
-
SET M2
PRIMER I ONE GOAT LATEX SATIN
ENAMEL FIN15H.
--- --
1 1/2 PAIR 4" X 4" BUTT HINOE5
3, PROVIDE DOOR STOPS FOR DOORS
----------
LOCK5ET WITH THUMB LATCH
WITHOUT CLOSERS.
-------------
ALUMINUM THRESHOLD (MAX. 1/2" H6T.)
4. ALL SOLID GORE DOORS TO BE 1 3/4"
-- ---
SET #3
THICK.
1 1/2 PAIR 4" X 4" BUTT HIN6-S
5. STAINED DOORS TO HAVE TWO COATS
-
LOCK5ET WITH LEVER TYPE HANDLES
URETHANE SATIN FINISH.
--- ---
-
SET #4
1 1/2 PAIR 4" X 4" BUTT HIN6E5
- --
- — -
LATCH5ET WITH LEVER TYPE HANDLES
A
B
G
D
DOOR
FRAME
HARD—
DESIGN
MARK
DOOR
WARE
WIND
REMARKS
DESG.
TYPE
HOT.
WIDTH
MAT.
FINISH
MAT'L.
WIDTH
JAMB
1 ELEV.
SET
PRESSURE
101
PAIR
A
7-0"
51-0"
ALUMINUM
, BRONZE
ALUMINUM
4 1/2"
1
1
2
33.1/-36.7 PSF
CLOSER; WEATHERSTRIP
105
51N6LE
C
L66'-6
3'-O"
5G WOOD
STAIN
METAL
5 3/4"
2
2
5
106
SINGLE
G
6 _5..
5'-0"
5G WOOD
STAIN
METAL
5 3/4"
2
2
3
PLANS AND ALL PROPOSED WORK_
106
51N6LE
G
6'-b"
5'-0"
5C WOOD
STAIN
METAL
5 3/4"
2
2
3
ARE SUBJECT TO ANY CORRECTI W
O-I
SINGLE
G
b'-b"
3'-0"
5G WOOD
STAIN
METAL
5 5/4"
2
2
3
REQUIRED Y I"IP0INSPPE TORSTHAT
08
SINGLE
G
b'-b"
3'-O"
5C WOOD
STAIN
METAL
5 3/4"
2
2
3
MAY BE NECESSARY iN iRDER TQ
I09
51N6LE
G
6-b"
5'-0"
50 WOOD
STAIN
METAL
5 3/4"
2
2
4
coMPLY WITH ALLA
110
51N6LE
B
b'-b"
5'-0"
5C WOOD
STAIN
METAL
5 5/41,
2,
2
5
III
SINGLE
B
(0'-b"
3'-0"
5C HOOD
STAIN
METAL
5 3/4"
2
2
3
112
51N6LE
B
6'-8"
5'-0"
50 WOOD
STAIN
METAL
5 3/4"
2
2
1
CLOSER; WEATHERSTRIP; 515% "TOILET" W/ HANDICAP SYMBOL
115
51N6LE
B
6'-b"
5'-O"
SG WOOD
STAIN
METAL
5 5/4"
2
2
3
CLOSER; WEATHERSTRIP
113A
51N6LE
B
T-0"
5'-0..
IN5. MTL.
PAINT
METAL
5 1/21,
3
3
2
55.1/-5b.1 P5F
CLOSER; WEATHERSTRIP
114
51N6LE
B
6-6"
5`-0"
5C WOOD
STAIN
METAL
5 5/4"
2
2
1
CLOSER; SION: "WOMEN" IN/ HANDICAP SYMBOL
115
51N6LE
B
6'-6"
V-O"
5G WOOD
STAIN
METAL
5 3/4"
2
2
1
CLOSER; VON: "MEN" W/ HANDICAP SYMBOL
116
51N6LE
B
6'-6"
3'-0..
5C WOOD
STAIN
METAL
5 5/4"
2
2
3
111
51NOLE
B
6'-b"
3'-0"
5C WOOD
STAIN
METAL
5 5/4"
2
2
5
116
SINGLE
B
1'-0"
5'-0"
IN5. MTL.
PAINT
METAL
5 1/21,
3
5
2
55.1/-56:7 P5F
CLOSER WEATHERSTRIP
IM
ROLL -UP-
D
0.-0..
1 10'-O"
MF6R.
S0.0/-35.0 P5F
114A
ROLL -UP
D
10'-0"
10'-0"
M176R.
-
50.0/-53.0 P5F
-
IIC15
ROLL -UP
D
12'-0"
10'-0"
MF6R.
50.0/-33.0 PSF
1196
ROLL -UP
D
12'-0"
10'-O"
MF61R.
50.0/-55.0 PSF
REV 15ION5:
A5/15/04-51_06. DEPT.
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PROJECT NO. 10504
DATE: MARCH b, 2004
SHEET: .
A-3
K NDOA SCHEDULE
MARK
HEAD
HOT.
ABOVE
100'-0"
FRAME
5700L
GLASS
DETAIL
DE51 GN
WIND
PRESSURE
REMARKS
WIDTH
HOT.
MAT.
GOLOR
THIGK.
TYPE
TINT
A
8'-0"
4'-0"
4'-8"
ALUM.
BRONZE
NONE
1/4"
POL. PL.
NONE
3/A-5
35.3/-38.2 PSF
FIXED
B
8'-o"
12'-0"
4'-8"
ALUM.
BRONZE
NONE
1/4"
POL FL.
NONE
3/A-5
31b/-34.6 PSF
FIXED
i
LINE OF TRUCK WELL
SEE CIVIL DRANINC75
METAL FRAME
E-1) O O R
50ALE: 5" = I'-O"
WEST E
VV IN I\ JV IINI
=E\/Afi
't.� -A C,TFFI PGF_FIAIICllFf'f
w
SCALE: 1/8" = I'-O" PAINTED GMU THIS ELEVATION
3 ANCHOR5
PER JAMB
8" GMU In
J '" w
`SPLIT -FACE
CAULK FINISH WHERE
5HOHN
FRAME
TEMPERED
&LASS
LINTEL NOTE:
ALL PRE -CAST LINTELS TO BE CAST-CRETE
OR EQUAL AND 16" WIDER THAN THE OPENING
THEY SPAN. LINTELS DEVONATED PS ARE
POWER STEEL LINTELS. SEE SECTIONS.
3 5/8" METAL STUDS
METAL I (DOUBLE AT OPENIN65)
FRAME,
1/2" GYP. BD.
12" D'
FAB.
8" GMU
N
SPLIT -PAGE
FIN15H
(:D--
,JA1�B FROF I LES
2
DOOR FAME
SCALE: 1/4" = I'-0"
5
E L E V A T
ONS
CAULK
1/2" GYPSUM BOARD
ON METAL FURRING
PROVIDE "J" MOULD
SHIM AS REQUIRED
1 3/4" X 4 1/2" ANODIZED
ALUMINUM STOREFRONT
CONSTRUCTION (BRONZE)
,::) (✓ L) I M
5GALE: /8" = 1'-0"
11F171
L_ E V I I I U IV
PAINTED GMU THI5 ELEVATION
1= /�\ t I tz L t V /-\ I I U N
SCALE: 1/8" = 1'-0" SPLIT -FACE GMU THI5 ELEVATION
�L c& a^mac oeuoi n.r
VVI\I lWL HIV IIN NORTH E E \ / ^ T ON
�I
ill. Y ,/�c\{` �`SII---------- --- J
5GALE: 115" = 1'-0" SPLIT -FACE GMU THIS ELEVATION
DOOR S(f-,,HEF,)ULE
DOOR TYPE
HARDWARE SET
SET #1
NOTES:
1 1/2 PAIR 4" X 4" BUTT HINGES
I. KEY PER TENANT'S INSTRUCTIONS.
TEMPERED OLA55
PRIVACY LOGKSET W/ LEVER TYPE HANDLES
2. PAINTED DOORS TO HAVE ONE GOAT
SET #2
RIMER d ONE GOAT LATEX SATIN
ENAMEL FINISH.
1 1/2 PAIR 4" X 4" BUTT HINOE5
3. PROVIDE DOOR STOP5 FOR DOORS
LOCK5ET WITH THUMB LATCH
WITHOUT CLOSER-5.
ALUMINUM THRESHOLD (MAX. 1/2" HOT)
4. ALL SOLID GORE DOORS TO BE 1 5/4"
SET #3
THICK.
1 1/2 PAIR 4" X 4" BUTT HINGES
5. STAINED DOORS TO HAVE TWO GOATS
LOCKSET WITH LEVER TYPE HANDLES
URETHANE SATIN FINISH.
SET #4
1 1/2 PAIR 4" X 4" BUTT HINOE5
LATGHSET WITH LEVER TYPE HANDLES
A
B
G
D
DOOR
FRAME
HARD-
DESIGN
MARK
DOOR
WARE
WIND
REMARKS
DESC.
TYPE
HOT.
WIDTH
MAT.
FINISH
MAT'L.
WIDTH
JAMB
ELEV.
SET
PRESSURE
101
PAIR
A
7'-0"
3'-0"
ALUMINUM
BRONZE
ALUMINUM
4 1/2"
1
1
2
33.1/-361 P5F
CLOSER- HEATHER5TRIP
105
SINGLE
C
6'-8"
3'-0"
SG HOOD
STAIN
METAL
5 5/4"
2
2
3
10b
51N6LE
C
b'-8"
3'-0"
50 HOOD
STAIN
METAL
5 3/4"
2
2
3
IOb
51NOLE
C
664"
3'-0"
50 HOOD
STAIN
METAL
5 5/4"
2
2
3
10"I
51NOLE
C
6'-8"
3'-0"
50 HOOD.
STAIN
METAL
5 3/4"
2
2
3
106
SINGLE
G
6'-8"
V-O"
50 HOOD
STAIN
METAL
5 5/4"
2
2
3
104
51NOLE
C
6'-8"
V-0"
SG HOOD
STAIN
METAL
5 3/4"
2
2
4
110
51N6LE
B
6'-8"
3'-0.,
50 HOOD
STAIN
METAL
5 3/4"
2
2
3
III
51N6LE
B
6'-8"
3'-0"
50 HOOD
STAIN
METAL
5 5/4"
2
2
3
112
51N&LE
B
6'-8"
3'-0..
5G HOOD
STAIN
METAL
5 5/4"
2
2
1
GLO5ER; HEATHER5TRIP; 516N: "TOILET" H/ HANDICAP SYMBOL
113
SINGLE
B
614"
3'-0..
50 HOOD
STAIN
METAL
5 5/4"
2
2
3
CLOSER; HEATHERSTRIP
115A
51NISLE
B
T-0"
3'-0..
INS. MTL.
PAINT
METAL
5 1/2"
3
3
2
55.'I/-36.1I PSF
CLOSER; HEATHER5TRIP
114
51NOLE
B
614"
3'-0"
50 HOOD
STAIN
METAL
5 3/4"
2
2
1
CLOSER; SIGN: "WOMEN" YV HANDICAP SYMBOL
115
51N6LE
B
6'-8"
3'-0"
5G HOOD
STAIN
METAL
5 5/4"
2
2
1
CLOSER; 516N: "MEN" NJ HANDICAP SYMBOL
116
51NOLE
B
6'4"
3'-0"
50 HOOD
STAIN
METAL
5 5/4"
2
2
3
II?
SINGLE
B
64"
V-0"
50 HOOD
STAIN
METAL
5 3/4"
2
2
3
116
SINGLE
5
'7'-0"
V-0"
INS. MTL.
PAINT
METAL
5 1/2"
3
3
2
33J/-361 P5F
CLOSER; WEATHERSTRIP
114
ROLL -UP
D
10'-0"
10'-0"
MFISR.
50.0/-55.0 P5F
114A
ROLL -UP
D
10.-0..
10'-0"
W&R.
50.O/-33.0 PSF
114E
ROLL -UP
D
12'-0"
10'-0"
MFSR.
50.O/-33.0 P5F
1148
ROLL -UP
D
12'-0"
10'-0"
MFGR.
30.0/-33.0 P517
REVISIONS:
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PROJECT NO. 10504
DATE: MARCH 8, 2004
SHEET:
A-3
FLOOR
LINE �
1o0-O „
6 GMU BOND BEAM
ROLL -UP DOOR -
A5 REOV.
#5 HORIZ - TIE TO CHAIR
BLOCK REINFORGIN&
PAVING-5EE CIVIL
EN6INEERIN&
W&5.x
GROUT ALL CELLS FULL
n
6" GMU W/ 1-05 FROM
FOOTING TO BOND BEAM
/
a
SEE FOUND. PLAN
}
PROVIDE KEEP
�GOMPAGTED FILL
n
HOLES AT 46" O.G.
DOCK PAVING -SEE
SEE OTHER SECTIONS
CIVIL DRAWIN55
I
FOR DETAILS ------_-_
- _
5
TOP OF q5'-4"
FOOTING
5_#5 CONTINUOUS
TOP AND BOTTOM
�:;
-I
{�
AIL
ILL 1� T
f5c-4
1 1/2"
#3 HOOPS ® 12" O.G.
3'-O"
SETA I N I NG
WALL
SE�TI ON
oI�A4
3/4 - 11
4" CONCRETE SLAB
(SEE FOUNDATION PLAN)
FLOOR 100'-0"
FOR ADDITIONAL INFORMATION
CHAIR BLOCK
LINE
SEE SECTION 2 THIS SHEET
#5 HORIZ- EXTEND 24"
—
INTO PERIMETER FT6.
DOCK BUMPER AS
REO'D. BY OWNER
61RT
"
6" GMU W/-#5 FROM
TOP OF 110'-O"
FOOTING TO SLAB
MA50NRY
SEE FOUND. PLAN
COMPACTED FILL
•
.I
GROUT ALL CELLS FULL
DOCK PAVIN5-5EE
6" R-19 INSULATION
CIVIL DRAWIN65
=
W/ VAPOR BARRIER
5-#5 CONTINUOUS
c15'-4"
[�)OCX WALL SECTION
3/4" = I'—O"
GEILIN6
H6T. + 4" _nnnnnnnn
ACOUSTICAL
PANEL CEILII
1/2" GYP. BOARD
PROVIDE R-II INSULATION
WHERE SHOWN ON PLANS
SEE FOUNDATION PLAN \
I00'-0 06
R-141 INSULATION
VARIES
ACOUSTICAL PANEL
CEILING (OMIT GEILIN6
ON WAREHOUSE SIDE)
B 5/6"(5TN25) METAL
STUDS AT 16" O.G.
GROUT FULL--.Q a
SEE FIN15H SCHEDULE
FOR 5A5E AND FLOOR
FINISHES
INTERIOR WALL SECTION
b" SPLIT -FACE GMU (TURNED UP-510E-
DOAN) AND &ROUTED FULL W/ 5000 P51
&ROUT ON POWERS STEEL 1-2-b" LINTEL.
(FOLLOW MF6R5. SPECIFICS)
1/4" SHIM 5PAGE
1514
ALUr
W/ I/
1/2" &YP5UM BOARD ON 1 5/6"
METAL STUDS AT 16" O.G.
W/ R-6 INSULATION BETAEEN
ALU1� I NUY ICI I NDON
CONCRETE SLAB W/ bxb-WI.4xWl.4
AAM OR FIBER MESH REINFORCING
OVER 6 MIL VAPOR BARRIER
OVER P015ONED COMPACTED FILL
2-#5 CONTI UOU5 n
� FERIMETER FOOTING
3/4" = 1'-0"
26 GA. ROOF PANEL BY
METAL BLDG. MF6R.
R-10, 5" VINYL
FACED INSULATION
-----------------------------
ROOF PURLIN
STEEL FRAMING BY THE
METAL BUILDING MANUFACTURER
R-10, 3 VINYL
FACED INSULATION �—
&IRT5 AS SUPPLIED BY THE
METAL BUILDING MANUFACTURER
ANCHOR TO GMU WALL W/ 1/4" X 2"
TAPCON5 AT 52" O.G.
SEE FOUNDATION PLAN
#5'5 EACH WAY
SEE FOUNDATION PLAN
h'
SEC,TION ENDAALL SECTION
EAVE TRIM BY
MTL. BLDG. MFOR.
VARIES
26 GA. STEEL PRE -FINISHED
METAL RIBBED SIDING
CPU 110'-0"
BOND BEAM COURSE
W/ 1- #5 CONTINUOUS
5" GMU OR SPLIT FACE GMU
W/ 145 GROUTED CELL TO BOND
BEAM. SEE PLANS FOR LOCATION.
REVISIONS:
R-10, 5" VINYL 26 GA. ROOF PANEL BY
FACED INSULATION METAL BLDG. MFGR.
12
1/2
122'-0" O
i
GUTTER BY METAL
ROOF PURLIN BUILDING MANUFACTURER °z m
O
� O �
p CD
~ rJo
� �
26 GA. STEEL PRE -FINISHED cj
STEEL FRAMING BY THE METAL RIBBED SIDING o
METAL BUILDING MANUFACTURER m
COO
�Qw
U �
n\ O i
• o
4" DIA. DOWNSPOUT �
(TYPICAL OF ALL)
w
• (Z
V O
O
R-10, 5" VINYL F
FACED INSULATION
&IRIS AS BU SUPPLIED OF THE
METAL BUILDING MANUFACTURER
ANCHOR TO GMU WALL W/ 5/16" X 3"
TALI AT 52" O.G. TOP OF
GMU
BOND BEAM COURSE
W/ 1- #5 CONTINUOUS
#5 X 20" LONG ONE PIECE HAIRPIN
TO BE BENT AROUND ANCHOR BOLTS
A/ 45 DEG. "V" BEND -------�
CONCRETE SLAB
SEE FOUNDATION PLAN \
FLOOR
100 -O
LIB
X
x
z - GRADE LINE
#5'S EACH WAY----C SEE FOUNDATION PLAN
i V�ALL SEC,710N
C (1)
.. O
0
8" GMU OR SPLIT FACE GMU
Z a
W/1-#5 GROUTED CELL TO BOND
BEAM. SEE PLANS FOR LOCATION.
r
FLOOR ��
LIN�� 100'-O"
N Q GRADE LINE
PROJECT NO. 10504
E PLANS AIND ALL more o wOPK DATE: MARCH 6, 2004
ARE SUBJECT TO ANY CORRECTIONS SHEET:
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN WF77' TO
C>c : 4
■ w
5/4" = 1'-0"
1 1/2" = I'-0"
3/4" = 1'-0"
5/4" = 1'-0"
PLUMBING NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT
ACCORDANCE WITH APPLICABLE LOCAL CODES, RULES AND
ORDINANCES.
2. ALL MATERIALS SHALL BE NEW.
3. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING
CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE
COMPLETED SYSTEM SHALL BE FULLY OPERATIVE.
4. REQUIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR
FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE
FOR THE DURATION OF WORK.
5. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES,
INSPECTION AND TESTS.
6. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT
LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC.
7. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO
AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION.
8. CONTRACTOR SHALL GUARANTEE ALL MATERIALS & WORKMANSHIP
FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR
FROM DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE
COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE
REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION
WHICH MAY HAVE BEEN DAMAGED.
9. PROVIDE 5 SETS OF SUBMITTALS FOR REVIEW BY ARCH/ENGR
PRIOR TO PURCHASHING ANY EQUIPMENT OR MATERIALS. SUBMITTALS
SHALL INCLUDE ALL ITEMS AND MATERIALS SUPPLIED BY
CONTRACTOR. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT
REVIEWED SUBMITTALS SHALL BE REMOVED AND REINSTALL AT
ARCH/ENGR DISCRESTION WITH NO ADDITIONAL COMPENSATION TO
CONTRACTOR.
10. PROVIDE 2 SETS OF MAINTENANCE AND OPERATION MANUALS ON
ALL MECHANICAL EQUIPMENT OR SYSTEMS.
11. VERIFY LOCATION, SIZE, INVERTS AND ALL EXISTING
UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ADVISE ENGINEER
OF ANY DISCREPANCIES.
12. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE
CONTROL VALVES AND ACCESS PANELS.
13. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL
DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS.
14. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES. ACCESS
PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATING. ALL
ACCESS PANELS MUST MATCH THE FINISH OF THE WALL IN WHICH IT
IS INSTALLED.
15. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN
ELECTRICAL EQUIPMENT ROOMS.
16. ALL HOT WATER PIPES UNDER SINKS SHALL BE WRAPPED AND
INSULATED WITH HANDI-SHIELD WRAP OR EQUAL.
17. INSULATE ALL HOT WATER LINES WITH - 1" THICK
FIBERGLASS.
18. WATER PIPING AND FITTINGS SHALL BE SCHEDULE 40 "CPVC"
WITH A RATING OF 100 PSI AT 180 DEG. F.
19. SOIL, WASTE, VENT, AND STORM PIPING SHALL BE SCHEDULE
40 PVC-DWV PIPE AND FITTINGS WITH NSF SEAL OF APPROVAL, ASTM
D2665-82 (PVC) AND ASTM D2661-84 (DWV), AS MANUFACTURED BY
G. S. R. , CHARLOTTE PLASTIC PIPE & FOUNDRY CO., OR EQUAL.
MAKE PVC JOINTS WITH PVC-DWV SOLVENT CEMENT, ASTM D2564-88
"UNI-WELD" 1200 UP TO 6" PIPE DIAMETER.
20. CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY
FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS PRIOR TO
BID.
FIXTURE SCHEDULE
PROVIDE FIXTURES AS LISTED BELOW OR EQUAL FROM THE FOLLOWING
MANUFACTURES:
AMERICAN STANDARD, KOHLER, ELJER, SLOAN, ZURN, CHICAGO FAUCETS, T&S,
SPERZEL, OLSONITE, JOSAM, ACORN, ELKAY, HALSEY TAILOR, RHEEM,
LOCHINVAR, A. 0. SMITH, WADE, SMITH.
WC1
HANDICAPPED WATER CLOSET - WHITE
AMER.
STD. 2216.143
FLOOR MOUNTED, WITH TANK, 12" ROUGH -IN
1.6 GPF, ELONGATED
OPEN FRONT, LESS COVER
SPERZEL
50EWSSCH
L1
HANDICAPPED LAVATORY, WALL HUNG - WHITE
AMER
STD 0356.015
FAUCET: 8" CENTERS, 5-3/8" SPOUT,
4" BLADE HANDLE
CHICAGO
786-E3
FLOOR CARRIER
WADE
400
JS
JANITOR'S SINK, 2' X2' FLOOR
FIAT
TSBC-6012
S1
HANDICAPPED SINK SINGLE BOWL
ELKAY
LWR-2522-R
8" CENTERS, 8" SPOUT, 4" LEVER HANDLE
CHICAGO
201-317
EWC
ELECTRIC WATER COOLER
ELKAY
EBFSA-8
HB
HOSE BIBB
CHICAGO
387-E27
W/ VACUUM
BREAKER
WHA
WATER HAMMER ARRESTER
SMITH
5040
TP
TRAP SEAL PRIMER VALVE
JOSAM
88250
HD
HUB DRAIN - W/FUNNEL STRAINER
JOSAM
30000-E3
FCO
FLOOR CLEANOUT, ADJUSTABLE COLLAR,
JOSAM
5837OA-2
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ECO
EXTERIOR CLEANOUT BRONZE BODY AND PLUG
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ELECTRIC WATER HEATER
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A/C LEGEND
WS
WALL SWITCH
SD
SMOKE DETECTOR
OHEAT
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OTHERMOSTAT
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EQUIPMENT TAG: (ex.EF-1)
SUPPLY AIR DIRECTION
RETURN AIR DIRECTION
U
UNDER CUT DOOR
1" MIN UNLESS INDICATED
®
INDICATES SUPPLY AIR
INDICATES RETURN AIR
INDICATES EXHAUST AIR
CD
GRILLE MARKER: INDICATES
12X12
TYPE "CD" GRILLE WITH 12"X12"
300
NECK, BALLANCE FOR 300 CFM.
SUPPLY AIR GRILLE IN T-BAR
CEILING SEE ARCHITECT'S
REFLECTIVE CEILING PLAN
® SUPPLY AIR GRILLE SURFACE
MOUNTED INTO CEILING TILE
OR DRYWALL CEILING.
ED WALL CAP
DW DRYWELL SEE DETAIL
FLEXIBLE DUCT: SIZE TO MATCH
DIFFUSER NECK SIZE, UNLESS
OTHERWISE INICATED.
FLEX DUCT COLLAR W/OBD
SPLITTER DAMPER
45 DEG TAP WITH DAMPER
♦=
DUCT TRANSITION
OPPOSED BLADE DAMPER (OBD)
FIRE DAMPER WITH ACCESS DOOR
CA -
HVAC KEYED NOTES:
1. PROVIDE AN 8" RND OUTSIDE AIR DUCT TO WALLCAP.
2. PROVIDE A 6" RND EXHAUST DUCT TO ROOFCAP.
m FLOOR PLAN - HVAC
NORTH SCALE: 1/8"=1'-0"
E PLANS AND ALL PROPOSED WORK
SUBJECT TO ANY CORRECTIONS
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AY BE NECESSARY IN ORDER TO
IDLY Vii I i LL APPLICABLE CODES,
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THESE PLANS AIND ALL PROPOSED WORK
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PROJECT NO. 10504
DATE: MARCH 8, 2004
SHEET:
M-1
MECHANICAL EQUIPMENT NOTES:
GENERAL NOTES:
1.
ALL MECHANICAL EQUIPMENT SHALL BE ARI & U.L. LISTED
1.
THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,
WHERE APPLICABLE AND RATED FOR THE REQUIRED SERVICE,
EQUIPMENT, ACCESS PANELS, CONTROL SYSTEMS, DEVICES, PERMITS
PRESSURES, TEMPERATURES, AND SHALL BE PROVIDED WITH ALL
AND SERVICES NECESSARY FOR FURNISHING AND INSTALLING OF A
NECESSARY TRANSFORMERS, SEALS, VALVES, CONNECTIONS, ETC. TO
COMPLETE SERVICEABLE MECHANICAL SYSTEM.
FUNCTION PROPERLY.
2.
ALL MECHANICAL SYSTEMS ARE TO BE INSTALLED IN
2.
ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN
ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE NFPA
25/50.
STANDARDS, ANSI STANDARDS, THE LOCAL BUILDING CODE, PLANS
AND SPECIFICATIONS.
3.
PROVIDE A MIN. OF 3' CLEARANCE IN FRONT OF ALL 120-240
VOLT RATED PANELS AND DISCONNECTS. PROVIDE ADEQUATE SIDE
3.
ALL MATERIALS SHALL BE NEW (UNLESS OTHERWISE INDICATED)
CLEARANCE PER NEC.
AND ANY DAMAGED EQUIPMENT SHALL BE REPLACED.
4.
PROVIDE MOTOR STARTERS FOR ALL MOTORS.
4.
CONTRACTOR WILL WARRANTY ALL MECHANICAL SYSTEMS,
EQUIPMENT, PARTS AND LABOR FOR A PERIOD OF ONE (1) YEAR
5.
PROVIDE IONIZATION TYPE AIR DUCT SMOKE DETECTORS WITH
AFTER C.O.
ACCESS DOORS WHERE INDICATED ON PLANS. ALL SMOKE DETECTORS
SHALL BE BY ONE MANUFACTURE, COORDINATE VOLTAGE ETC. WITH
5.
PROVIDE 6 SETS OF SUBMITTALS FOR REVIEW BY ARCH/ENGR
ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM BEFORE ORDERING.
PRIOR TO PURCHASING ANY EQUIPMENT OR MATERIALS. SUBMITTALS
UPON DETECTION, SMOKE DETECTORS SHALL SHUT DOWN ASSOCIATED
SHALL INCLUDE ALL ITEMS AND MATERIALS SUPPLIED BY
AIR MOVING EQUIPMENT AND ALL AIR MOVING EQUIPMENT SERVING
CONTRACTOR. SUBMITTALS SHALL HAVE A SUMMARY SHEET SHOWING
THAT COMMON PLENUM. CONNECT SMOKE DETECTOR TO BUILDING
ALL SCHEDULED INFORMATION. ANY EQUIPMENT OR MATERIALS
CENTRAL FIRE ALARM SYSTEM. IF BUILDING DOES NOT HAVE A
INSTALLED WITHOUT REVIEWED SUBMITTALS SHALL BE REMOVED AND
CENTRAL FIRE ALARM SYSTEM, PROVIDE REMOTE ANNUNCIATOR/TEST
REINSTALL AT ARCH/ENGR DISCRETION WITH NO ADDITIONAL
STATION WITH PIEZO ALERT AND LED, IN OCCUPIED AREA (PER NFPA
COMPENSATION TO CONTRACTOR.
90A CH 4-4.4). SMOKE DETECTOR SHALL BE "SYSTEM SENSOR" -
DH400ACDC WITH 21-390 ANNUNCIATOR OR EQUAL.
6.
PROVIDE 2 SETS OF MAINTENANCE AND OPERATION MANUALS ON
ALL MECHANICAL EQUIPMENT OR SYSTEMS.
6. PROVIDE FLEXIBLE DUCT CONNECTORS, RATED AS REQUIRED, TO
ALL FANS, A/C UNITS, OR MECHANICAL EQUIPMENT, EXCEPT FANS
USED FOR GREASE EXHAUST.
7. PROVIDE VIBRATION ISOLATORS ON ALL MECHANICAL EQUIPMENT
AS CALLED FOR IN THE SPECIFICATIONS. IF NOT SPECIFIED, AS
RECOMMENDED BY MANUFACTURER FOR QUIET AND VIBRATION FREE
OPERATION.
8. PROVIDE A MIN. OF 10' CLEARANCE BETWEEN O/A INTAKES AND
VTR OR EXHAUST OPENINGS.
9. HVAC CONTRACTOR SHALL TEST AND BALANCE ALL MECHANICAL
EQUIPMENT AND AIR DEVICES, EXTRACTORS, DAMPERS, A/C UNITS,
FANS, ETC. TO PROVIDE THE DESIGN QUANTITIES AS SHOWN ON THE
PLANS OR SCHEDULES.
10. TEST AND BALANCE SHALL NOT BE STARTED UNLESS FILTERS
ARE CLEAN. ANY BALANCING WORK COMPLETED WITH DIRTY FILTERS
WILL HAVE TO BE REDONE. PRIOR TO STARTING BALANCING OPEN
ALL DAMPERS IN DUCT SYSTEM AND AT GRILLS. ALL FLOW
ADJUSTMENTS SHALL BE MADE AT THE BRANCH TAKEOFF, NOT AT THE
GRILLS. ALL AIR FLOWS LISTED IN REPORT SHALL BE THE FINAL
READINGS AFTER ALL ADJUSTMENTS ARE MADE. AFTER ALL AIR
FLOWS ARE ADJUSTED THE TEST AND BALANCE CONTRACTOR SHALL
TAKE AND RECORD THE FOLLOWING TEMPERATURES, PRESSURES, AND
AMPERAGES:
a) EVAPORATOR ENTERING AIR TEMPERATURE
b) EVAPORATOR LEAVING AIR TEMPERATURE
c) CONDENSER LEAVING AIR TEMPERATURE
d) AMBIENT AIR TEMPERATURE
e) REFRIGERANT SUCTION PRESSURE
f) REFRIGERANT DISCHARGE PRESSURE
g) UNIT VOLTAGE
h) COMPRESSOR AMPERAGE
i) EVAPORATOR FAN MOTOR AMPERAGE
j) CONDENSER FAN MOTOR AMPERAGE
11. RUN CONDENSATE DRAINS TO DRYWELL, AS REQUIRED.
CONDENSATE DRAINS SHALL BE A, MINIMUM OF 3/4". CONDENSATE
DRAINS SHALL BE SCHEDULE 40 PVC, WITH 1/2" ARMAFLEX
INSULATION.
12. MOUNT ALL EQUIPMENT FOR WIND LOADS AND MOUNTING HEIGHTS
AS REQUIRED BY LOCAL CODES.
13. ALL PIPING AND DUCTWORK SHALL BE SLEEVED THRU WALLS,
BEAMS, SLABS, ETC, AS REQUIRED AND COORDINATED WITH THE
STRUCTURAL ENGINEER. PROVIDE NECESSARY TRANSITIONS AS
REQUIRED FOR DUCTWORK INSTALLATION.
14. CONTRACTOR WILL PROTECT THE AIR-CONDITIONING UNITS AND
DUCTWORK IN THE FOLLOWING MANNER. PRE -FILTER ALL RETURN AIR
GRILLES WITH ROLL TYPE FILTER MEDIA AND REPLACE IT AS NEEDED
THROUGHOUT THE CONSTRUCTION PERIOD. EQUIPMENT MUST NOT BE
STARTED FOR ANY PURPOSE UNTIL THE DRYWALL SANDING, ETC. IS
COMPLETED. ONCE DRYWALL SANDING IS COMPLETED, THE UNITS MAY
BE STARTED ONCE THE ABOVE PRE -FILTERING IS COMPLETED.
COORDINATION NOTES:
1. A/C CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS
WORK FOR SIZE, LOCATION, CLEARANCE, ACCESS AND ELECTRICAL
CHARACTERISTICS WITH ALL OTHER TRADES AND TO PROVIDE SHOP
DRAWINGS TO THE ENGINEER FOR REVIEW BEFORE INSTALLATION OF
DUCTWORK OR EQUIPMENT. SHOP DRAWING WILL INCLUDE BEAM OR
STRUCTURE ELEVATION & REQUIRED EQUIPMENT ACCESS AREAS.
2. WALL, ROOF, AND CEILING OPENINGS INDICATED ON
CONTRACTOR DRAWINGS ARE NOMINAL DIMENSIONS ONLY AND ALL
DUCT, PIPE OR EQUIPMENT PENETRATIONS SHALL BE SLEEVED AND
FIRE RATED AS REQUIRED, ADJUST OPENINGS
3. COORDINATE LOCATION OF CEILING DIFFUSERS, GRILLES AND
REGISTERS IN THE FIELD WITH LIGHTS, SPRINKLERS AND
ARCHITECTURAL ELEMENTS.
4. COORDINATE LOCATION OF A/C UNITS, THERMOSTATS, FANS AND
DUCTWORK WITH BUILDING STRUCTURE AND OTHER TRADES SO THAT NO
INTERFERENCES OCCUR.
5. IN GENERAL, DUCT OFFSETS HAVE NOT BEEN SHOWN. A/C
CONTRACTOR TO COORDINATE THESE AS REQUIRED.
6. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN
NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCH.
PLUMBING, ELECTRICAL AND STRUCTURAL PLANS. DUCT AND PIPING
OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE
AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE
PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE
OWNER.
7. ALL LOUVERS, GRILLES, PIPING, ETC. SHALL BE PAINTED TO
MATCH SURROUNDING COLOR AND TEXTURES AS REQUIRED BY
ARCHITECT. VERIFY COLOR AND TEXTURE WITH ARCHITECT. PAINT
ALL EXPOSED MECHANICAL EQUIPMENT WITH BENJAMIN MOORE EPDXY
ENAMEL 182.
8. ALL OPENINGS IN BUILDING STRUCTURE, FOR DUCTWORK,
PIPING, ETC. TO BE 1/2" LARGER (ON ALL SIDES) THEN THE
OUTSIDE DIMENSIONS. FILL VOIDS WITH FIRE RETARDANT SILICONE
FOAM (I.E. CHASE -FOAM CTC PR-855 BY CHASE TECHNOLOGY CORP.).
DUCTWORK & ACCESSORIES NOTES :
1. ALL DUCTWORK SHALL BE AS FOLLOWS OR APPROVED EQUAL:
a)
SUPPLY - MANVILLE SUPERDUCT
1-1/2"
3/4 LB FIBERGLASS
DUCTBOARD R=6. 0.
b)
RETURN - MANVILLE SUPERDUCT
1-1/2"
3/4 LB FIBERGLASS
DUCTBOARD R=6. 0.
c)
FLEX DUCT - THERMAFLEX G-KM
R=6.0.
d)
O/A - GALV. SHEETMETAL W/ 1"
3/4 LB
WRAP
e)
EXHAUST - GALV. SHEETMETAL
2. ASSEMBLE,
INSTALL, AND SEAL DUCTWORK IN
ACCORDANCE WITH
SMACNA
"HVAC DUCT CONSTRUCTION STANDARD".
UNLESS OTHERWISE
NOTED
ON PLANS CONSTRUCT DUCTWORK
TO 2"
DUCT CLASS, SEAL
CLASS
"B", AND LEAKAGE CLASS 12.
3. SEAL ALL SHEETMETAL DUCTS JOINTS WITH RCD #8 MASTIC.
4. MAKE JOINTS FOR DUCT WRAP AND DUCTBOARD WITH GLASS
FABRIC AND VAPOR BARRIER COATING TO 30 MILL DRY FILM
THICKNESS, RCD #9.
5. CONTRACTOR SHALL PROTECT ALL FIBERGLASS INSULATION
PRODUCTS FROM DAMAGE. INSULATION PRODUCTS SHALL NOT BE
ALLOWED TO GET WET. INSULATION DAMAGED AS A RESULT OF
MOISTURE, VANDALISM, OR CONSTRUCTION TRAFFIC SHALL BE
REPLACED.
6. PROVIDE RUSKIN "DIBD2" TYPE "B" FIRE DAMPERS (UL 555
DYNAMIC RATING) WITH ACCESS DOORS WHERE INDICATED ON PLANS.
7. USE RADIUS RECTANGULAR FITTINGS OR TURNING VANES IN ALL
SUPPLY DUCT ELBOWS, CONICAL BRANCH TAKE -OFFS, SPLITTER
DAMPERS WHERE INDICATED ON DRAWINGS AND VOLUME CONTROL
EXTRACTORS IN ALL BRANCH DUCTS OR DIFFUSER CONNECTIONS.
8. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS.
9. PLANS ARE DIAGRAMMATIC. IN GENERAL DUCT OFFSETS HAVE
NOT BEEN SHOWN. A/C CONTRACTOR SHALL COORDINATE THESE AS
REQUIRED WITH BUILDING STRUCTURE AND OTHER TRADES.
10. TERMINAL AIR DISTRIBUTION DEVICES SHALL BE AS FOLLOWS
OR APPROVED EQUAL:
a) CD CEILING DIFFUSER MODEL TDCA-AA, 24X24 MODULE TYPE
3 BORDER, WITH SQUARE OR ROUND NECK. PROVIDE 4-WAY AIR
PATTERNS UNLESS OTHERWISE SHOWN ON PLANS.
b) RAG RETURN AIR GRILLE MODEL 350FL.
11. PAINT DUCTWORK VISIBLE BEHIND AIR DISTRIBUTION DEVICES
MATTE BLACK.
LANE AND ALL PADP0410 WORW
UBJECT TO ANY CME'elICNs
IED BY FIELD INBPOTOR,'I O
BE NECESSARY IN tJRM 10 n
ligns
COMPLY WI-M ALL APPLICASLI CODES:
SPLIT SYSTEM SCHEDULE
MARK
AH/CU-1
AH/CU-2
SYSTEM
TYPE
CLG/ELEC HTG
CLG/ELEC HTG
AREA
SERVED
SEE
SEE
PLANS
PLANS
AIR
HANDLER DATA!
MANUFACTURER
TRANE
TRANE
MODEL NO.
TWE060C
TWE050C
WEIGHT (LBS)
200
200
CABINET TYPE (VERT/HORIZ)
VERT
VERT
CFM TOTAL
1700
1775
CFM 0. A.
250
200
E. S. P. W. G. )
.5
.5
H. P. /F. L. A.
50/5. 9
50/5. 9
RPM ( SPEED)
(MED)
(MED)
ELECTRIC HEATER KW
7.2
7.2
HEATER STAGES
1
1
HEAT LOCATION (DUCT/INT.)
INTERNAL
INTERNAL
VOLTAGE (V/PH/60)
208/1/60
208/1/60
POWER CONN. (SINGLE/MULTI)
SINGLE
SINGLE
MAX FUSE
60
60
CONDENSING UNIT DATA:
MANUFACTURER
TRANE
TRANE
MODEL NO.
TTR060C
TTR060C
WEIGHT (LBS)
260
260
COMP. QTY
1
1
COMP. F. L. A. EA.
29. 1
29. 1
COMP. L. R. A. EA.
141.0
141.0
FAN QTY
1
1
COND FAN H. P. ( EA)
.25
.25
COND FAN F. L. A. ( EA)
1. 9
1. 9
VOLTAGE (V/PH/60)
208/1/60
208/1/60
MCA
38.0
38.0
MAX FUSE
60
60
SYSTEM DATA 95 DEG F AMB :
TOTAL COOLING (TMBH)
58.2
58.2
SENSIBLE CAPACITY (SMBH
39.2
39.2
ENT. A I R TEMP. (F) (DB WB
8D 67
80/67
COMPRESSOR STAGES %(
0 100
0/100
HEATPUMP CAPACITY �MBH)
-
-
A. R.
I. SYSTEM EFFICIENCIES:
SEER HSPF
10. 20/1.0
10. 20/1. 0
EER/IPLV/COP
-
-
REMARKS:
SEE BELOW
SEE BELOW
SPLIT SYSTEM NOTES:
1.
SELECTION BASED ON TRANE, PROVIDE EQUAL BY CARRIER,
McQUAY, YORK, RHEEM, OR RUUD.
2.
ALL UNITS MUST BE UL LISTED AND ARI CERTIFIED.
3.
PROVIDE LIQUID LINE FILTER
-DRYER SIGHT -GLASS AND SOLENOID
VALVE.
4.
PROVIDE SERVICE VALVES ON
SUCTION AND LIQUID LINES.
5.
PROVIDE ONE YEAR WARRANTY
ON UNIT, 5 YEAR WARRANTY ON
COMPRESSOR.
6.
PROVIDE BUILT-IN FACTORY WIRED
UL ELECTRIC HEATER
W/HEATER CONTROL PACKAGE.
7.
PROVIDE PROPER VIBRATION ISOLATION AS PER DRAWINGS AND
SPECIFICATION, IF NOT SHOWN, AS PER MANUFACTURER'S
RECOMMENDATION.
8.
SIZE AND RUN COPPER REFRIGERANT PIPING AS PER
MANUFACTURERS PUBLISHED RECOMMENDATIONS TO PROVIDE LISTED
SENSIBLE AND TOTAL MBH.
9.
PROVIDE AUX. DRAIN PAN AND
A/C CONDENSATE DRAIN LINES
WITH A TRAP AND CLEANOUT.
10.
PROVIDE 3/8" THICK ARMAFLEX FIRE RETARDANT PIPING
INSULATION ON A/C CONDENSATE
LINES, 1/2" THICK ON REFRIGERANT
SUCTION LINES 2-5/8" AND SMALLER, AND 3/4" ON ALL LINES LARGER
THAN 2-5/8". PROVIDE AN ALUMINUM
JACKET TO PROTECT THE
INSULATION ON ALL PIPING OUTDOORS AND IN MECHANICAL ROOMS.
OVERLAP END OF JACKET BY THREE
INCHES AND SECURE WITH
STAINLESS STEEL BANDING.
11.
PROVIDE TWO SETS OF 1" 40%
FILTERS TRI-DIM ES60M THROW
AWAY FILTERS (800 937-1450).
12.
E. S. P. DOES NOT INCLUDE COIL
OR CABINET LOSSES.
13.
UNLESS OTHERWISE NOTED CAPACITIES AND EFFICIENCIES ARE AT
ARI CONDITIONS:
14.
COORDINATE WITH ELECTRICAL
CONTRACTOR BEFORE BIDDING OR
ORDERING ANY EQUIPMENT.
15.
SEE GENERAL, AIR CONDITIONING,
DUCTWORK, AND COORDINATION
NOTES FOR OTHER FIELD SUPPLIED ITEMS.
16.
PROVIDE A/C UNITS WITH HEATING
AND COOLING THERMOSTAT
WITH FAN ON -OFF -AUTO SWITCH. . SET STAT FOR FAN IN AUTO MODE.
FAN SHALL NOT RUN UNLESS THE COMPRESSOR OR HEATER IS ON.
FAN SCHEDULE
MARK
EF-1, 2, 3
QUANITY
3
TYPE
CEILING
SERVICE
RESTROOMS
MANUFACTURE
GREENHECK
MODEL NO.
SP-6
WEIGHT
10
AIR DATA:
C. F. M.
75
S. P.
25
RPM
1500
B. H. P. ( WATTS)
(40)
TIP SPEED
-
SONES
3.4
MOTOR DATA:
DRIVE
DIRECT
R. P. M.
1500
H. P. ( WATTS)
(40)
VOLT-PH-HZ
120/1/60
REMARKS
1, 2, 3, 4
FAN NOTES
1. SELECTION BASED ON GREENHECK,
PROVIDE EQUAL BY PENN,
LORAN COOK, OR ACME.
2. PROVIDE MOTOR STARTERS AND ALL
ASSOCIATED CONTROLS ON ALL
FANS.
3. PROVIDE BACK DRAFT DAMPER FOR
ALL EXHAUST.
4. SWITCH WITH LIGHTS.
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W on PROJECT NO. 10904
r DATE: MARCH 8, 2004
SHOT:
� M-2
U-NAMPIM
OUTSIDE AIR
DUCT
VOLUME DAMPER
RETURN AIR
DUCT
FLEXIBLE �
CONNECTION \
FIN. FLOOR
' C' CHANNEL
SUPPORT AS REW D
AIR
c
C
WHITE
CEILING
GRILL
#]1 WIRE
NOTES: 1.- PROVIDE BACKDRAFT DAMPER
2.- SUPPORT FAN FROM STRUCTURE
-SMOKE DETECTOR
—FIN. CEILING
SUPPLY AIR DUCT
FLEXIBLE CONNECTION
AIR HANDLING UNIT
— R/A PLENUM BASE
VIBRATION ISOLATION
AIL
SHEETMETAL
DUCTWORK
CABINET CEILING FAN DETAIL
N. T. S. FANCEIL3
SAMPLING TUBE ` `-INSULATION
PL
AIRFLO�
INSULATED ACCESS
PANEL
SMOKE DETECTOR
ENSURE SMOKE DETECTOR
HOUSING BAFFLE IS IN PLACE
REPLACE HOUSING COVER PROMPTLY
FOLLOWING SERVICING TO AVOID
FALSE ALARMS
SCHARGE TUBE
\-NEOPRENE GASKET
—SMOKE DETECTOR HOUSING
PROVIDE ACCESS FOR
REMOVING SAMPLING TUBES.
NOTES:
1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S
INSTALLATION INSTRUCTION.
2. COORDINATE VOLTAGE AND TYPE WITH ELECTRICAL AND
FIRE ALARM CONTRACTORS.
3. SAMPLING TUBE MUST BE INSTALLED ACROSS GREATEST
DUCT DIMENSION.
DUCT SMOKE DETECTOR DETAIL
NTS SDET-1
M-4
5
M-4
9
M-4
NOTE:
1. ALL REFRIGERANT PIPE AND INSULATION SHALL BE INSTALLED
SECTION BY SECTION AT THE SAME TIME AND IN CONJUNCTION
WITH THE INSTALLATION OF THE PVC REFRIGERANT PIPE CHASE.
2. ALL REFRIGERANT PIPING INSTALLED IN THE PVC CHASE SHALL BE
CAPPED AND PRESSURE TESTED ACCORDING TO SPECIFICATIONS PRIOR
TO INSTALLATION OF CONCRETE SLAB.
3. ANCHOR CONDENSING UNIT TO CONCRETE SLAB AS FOLLOWS. PROVIDE
ONE 1-1/2" 16 GA GALV. STEEL STRAP EVERY 12"O.C. SECURE STRAP
TO UNIT WITH WITH (2) 3/4"#10 SHEETMETAL SCREWS. SECURE STRAP
TO CONCRETE SLAB WITH RED HEADS.
CONDENSING UNIT (TO
BE INSTALLED ON 1"
THICK NEOPRENE ISO-
LATION PADS)
FLEXIBLE SEAL TIGHT
ATTACHED TO ELEC-
TRICAL CONDUIT
ELECTRICAL CONDUIT
FOR LOW VOLTAGE
CONTROL WIRING
GRADE
PIPE CHART
SUCTION
PIPE SIZE
PVC REFRIGERANT
PIPE CHASE SIZE
1-7 8" TO 2-5 8"
6"
3-18 TO 4-1 8
8
CONCRETE SLAB
REFRIGERANT PIPES
HARD -DRAWN COPPER
PVC REFRIGERANT PIPE CHASE.CUT OFF
1" ABOVE GRADE AND SEAL ENDS
WITH WIRE MESH SCREEN
CONDENSING UNIT PIPING DETAIL
N. T. S. CU-PC-WM
ANNEL
DUCT
TAIL
MMNUINU LL I HIL
NOTE: ALL STRAP SHALL BE
A MINIMUM OF 1-1/2.26 GA
GALVINIZED STEEL. WITH A
6 FT MAXIMUM SPACING.
METHODS OF HANGING DUCTS
N. T. S. HANGDUCT
MIN. 4" HIGH VENT
MIN
MAX
SEE SPECIFICATIONS
FOR PIPE TYPE AND
INSULATION REQUIREMENTS
A/C UNIT
COIL
CONDENSATE DRAIN PAN
EXTEND CONDENSATE LINE FULL
SIZE FROM UNIT CONDENSATE
DRAIN CONNECTION
(3/4" MINIMUM)
CLEANOUT WITH THREADED PIPE CAP
N CONDENSATE TRAP DETAIL 3
4 m-
NOTE: ALL STRAP SHALL BE
A MINIMUM OF 1-1/2", 26 GA
GALVINIZED STEEL.
HANGER WIRE SHALL BE A
MINIMUM OF 22 GA.
HANGER WIRE OR STRAP
10'-0" MAX DISTANCE
BETWEEN SUPPORTS.
MAX. SAG 1/2" PER FOOT
SPIN -IN W/ OF SUPPORT SPACING.
MANUAL DAMPER 6
AIR SCOOP
1-1/2'• GALV. STEEL BAND
CLAMP TO MATCH DUCT
RIGID AIR DUCT: DIAMETER
SEE "METHODS OF
HANGING DUCTS"
FOR REQUIREMENTS INSULATED
FLEXIBLE DUCT
AIR DIFFUSER
24" DIAMETER MIN.
CORROGATED BLACK
PLASTIC PIPE ,
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FLOW
3/4" CRUSHED
ROCK
INSULATED DUCT
M-4
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SUSPENDED T-BAR
CEILING GRID
rI
LAY -IN ACUSTICAL
26 GAUGE COLLAR
CEILING TILE
FIN. CILING-,'
INSTALL STAINLESS STEEL DUCT SUPPLY AIR GRILLE
CLAMPS ON BOTH INNER AND OUTER
JACKETS. SEAL INNER JACKET AIR
TIGHT WITH MASTIC. NYLON DUCT
CLAMPS MAY BE USED IN NON PLENUM AREAS.
s FLEXIBLE DUCT DETAIL MM-4
SUPPLY AIR GRILLE
N. T. C. FLEXDUCT
M�4 _ N. T. S. CD-1
THESE PLANS AND ALL M40POSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH PlL APPLICABLE CODES.
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PRO-ECT NO.
10WA
r I�
DATE:
MARGFf 8, 2004
V
SHEET:
M-3
SYMBOLS
FLUORESCENT LIGHTING FIXTURE - CEILING MOUNTED
O FLUORESCENT, INCANDESCENT OR HI➢ DOWNLIGHTING
FIXTURE - Cl-G. MOUNTED
EMERGENCY BATTERY EXIT LIGHTING FIXTURE UNIT
EMERGENCY BATTERY UNIT LIGHTING FIXTURE - WALL MOUNTED
N SINGLE POLE TOGGLE SWITCH - MOUNTED 42' AFF TO
CENTERLINE UNLESS ❑THERWISE NOTED
(3) 3 WAY
DUPLEX RECEPTACLE - MOUNTED 18' AFF TO CENTERLINE
UNLESS NOTED ❑THERWISE
<GFI) GROUND FAULT INTERRUPTING
<REF) REFRIGERATOR
<WP) WEATHERPROOF
DOUBLE DUPLEX RECEPTACLE - MOUNTED 18' AFF TO CENTERLINE
UNLESS NOTED ❑THERWISE
DUPLEX RECEPTACLE - MOUNTED 6' ABOVE COUNTER BACKSPLASH
UNLESS NOTED OTHERWISE
D COMMUNICATIONS OUTLET - MOUNTED 18' AFF TO C. L. U. N. O,
TYPICAL - STUB 3/4' CONDUIT TO TELEPHONE BOARD.
PROVIDE 2 GANG BOX WITH ONE GANG RING <TYPICAL).
PROVIDE CEILING J-BOX AND CONNECT TO AND INSTALL
POWER/DATA/COMMUNICATIONS POLE SUPPLIED BY FURNITURE
MANUFACTURER. CONTRACTOR SHALL VERIFY AND COORDINATE
EXACT LOCATION WITH OWNER'S FURNITURE PARTITIONS IN FIELD AND MAKE
FINAL CONNECTIONS TO OWNERS' EQUIPMENT AS REQUIRED FOR A COMPLETE
AND OPERABLE SYSTEM. PROVIDE FLEX LENGTHS AS NECESSARY FOR FINAL
CONNECTIONS.
BPIQQ SPECIAL OUTLET FOR MODULAR FURNITURE - MOUNTED 18' AFF UNLESS OTHERWISE NOTED.
NOTED. CONTRACTOR SHALL VERIFY AND COORDINATE
EXACT LOCATION WITH OWNER'S FURNITURE PARTITIONS IN FIELD AND MAKE
FINAL CONNECTIONS TO OWNERS' EQUIPMENT AS REQUIRED FOR A COMPLETE
AND OPERABLE SYSTEM. PROVIDE FLEX LENGTHS AS NECESSARY FOR FINAL
CONNECTIONS.
MOTOR
DISCONNECT SWITCH
OJ JUNCTION BOX
0 TERMINAL CABINET
ELECTRICAL PANEL
A INDICATES DESIGNATION
1
(D SEE NOTE SYMBOL
�\ SOLID LINE INDICATES EQUIPMENT ON COMMON CIRCUIT
AND/OR CONTROLLED BY COMMON SWITCH. EACH CIRCUIT SHALL
CONSIST OF A PHASE CONDUCTOR, NEUTRAL AND GROUND
CONDUCTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE
NECESSARY SWITCH LEGS IN CONDUIT TO ACHIEVE SWITCHING
IN➢ICATE➢ ON PLANS. ELECTRICAL CONTRACTOR MAY COMBINE
CIRCUITS INT❑ A COMMON HOMERUN CONSISTING OF A COMMON
NEUTRAL AND GROUND CONDUCTOR AND THREE <3) PHASE
CONDUCTORS (A,B, AND C PHASE).
DOTTED LINE INDICATES EQUIPMENT ON A COMMON CIRCUIT
BUT NOT CONTROLLED ON SAME SWITCH DEVICE.
THE FOLLOWING ABBREVIATION NEXT TO A SYMBOL INDICATES,
E EXISTING
ER EXISTING TO BE REMOVED
EL EXISTING TO BE RELOCATED
EP EXISTING TO BE REPLACED
RE/CKT REUSE EXISTING CIRCUIT
RAI REMAIN AS IS
NOTE, NOT ALL SYMBOLS MAY BE USED.
ELECTRICAL KEYED NOTES:
1. PROVIDE 30A/2P FUSIBLE DISCONNECT SWITCH
AT UNIT (NEMA 1) WITH DE FUSES SIZED PER
EQUIPMENT MANUFACTURES RECOMMENDATIONS. BRANCH
WIRING SHALL BE 2#12, 1#12 GND.-1/2"C.
2. PROVIDE 6OA/2P FUSIBLE DISCONNECT SWITCH
AT UNIT (NEMA 1) WITH DE FUSES SIZED PER
EQUIPMENT MANUFACTURES RECOMMENDATIONS. BRANCH
WIRING SHALL BE 2#6, 1#10 GND. -1"C.
3. PROVIDE 6OA/2P FUSIBLE DISCONNECT SWITCH
AT UNIT (NEMA 3R) WITH DE FUSES SIZED PER
EQUIPMENT MANUFACTURES RECOMMENDATIONS. BRANCH
WIRING SHALL BE (60A/2P), 2#6, 1#10 GND. -1"C.
PROVIDE WATER PROOF, GFI SERVICE RECEPTICAL AS
INDICATED ON PLANS.
DOGK
Iq
FIRE ALARM DIALER IS FOR
SPRINKLER SYSTEM MONITORING.
FIRE ALARM SYSTEM SHALL BE INSTALLED
PER ALL LOCAL CODES.
SD SMOKE DETECTOR, NOTIFIER
#SDX-551
❑FS FLOW SWITCH
[] TAMPER SWITCH
WG WATER GONG
F.A.C.P-FIRE ALARM CONTROL PANEL,
NOTIFIER #SFP-2404
FIRE ALARM RISER
NTS
IRRIGATION
TIMECLOCK
GF1 GFI
A-25 ',A-27
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REVISIONS:
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W PROXOT NO. 10504
I� DATE: MARCH D, 2004
V SHE:
E-1
3_ �2-d6r
LIGHTING FIXTURE SCHEDULE
MARK
LAMP DATA
DESCRIPTION
FIXTURE MODEL NUMBER
MOUNT
VOLT
NOTES'
M1
QTY
TYPE
MANUFACTURER
CATALOG NUMBER
A2
2
F32-TB
2'X4' RECESS FLUOR ACRYLIC
LITHONIA
2GT8-2-32-A12125-120-GLR
REC GRID
120
A3
3
F32-T8
2'X4' RECESS FLUOR ACRYLIC
LITHONIA
2GT8-3-32-A12125-120-OLR
REC GRID
120
C
2
F34CW T8
4' FLUORESCENT INDUSTRIAL
LITHONIA
EJ-2-32-120-HC
CHAIN
120
D
1
32TRT
FLUORESCENT - DOWNLIGHT
LITHONIA
LGFV-32TRT-7SB-T73-120
SURF
120
5
F
1
100 M
CUTOFF WALL MOUNTED MINI AREA
LITHONIA
TWAC-IOOM-120
WALL
120
1
L
]
400W MH
LOW BAY WIDE DISTRIBUTION
LITHONIA
TXS-400M-A30-208
HOOK
240
W
1
250 MV
WALL MOUNTED FLOOD
LITHONIA
TWH-250H-208
WALL
240
X
INC
INC
UNIVERSAL LED EMERGENCY EXIT
LITHONIA
LOMSW3REL
UNIVERSAL
120
2,3
BU
INC
INC
EMERGENCY BATTERY UNIT
LITHONIA
6ELM2
UNIVERSAL
120
2, 3,4
LIGHTING FIXTURE NOTES:
1. GENERAL SCHEDULE NOTES (APPLIES TO ALL FIXTURES):
A) CONTRACTOR SHALL CORRDINATE FIXTURE MOUNTING WITH ARCHITECTURAL REFLECTED CEILING PLAN(S)
AND SHALL PROVIDE FIXTUREMOUNTING AS REQUIRED TO MATCH CEILING TYPE.
B) ALL FIXTURES BALLASTS SHALL BE HIGH POWER FACTOR TYPE.
C) ALL FLUORESCENT BALLASTS SHALL BE ENERGY SAVING TYPE.
D) ALL ELECTRICAL FIXTURES MUST BE INDEPENDENTLY SUPPORTED OF CEILING GRID.
2. FIXTURES TO BE PROVIDED WITH INTEGRAL EMERGENCY BATTERY BACK-UP.
3. FIXTURES SHALL BE CONNECTED TO CONSTANT NORMAL ROOMLIGHTING BRANCH CIRCUIT OF AREA SERVED
(l,e, LOAD SIDE OF BREAKER, LINE SIDE OF ANY SWITCHING/CONTROLLING DEVICES).
4. FIXTURE TO BE WALL MOUNTED 7'-6" AFF TO TOP.
5. FIXTURE SHALL BE UL LISTED FOR WET LOCATIONS.
m FLOOR
NORTH SCALE: 1/8"=1' -O"
PLAN
THESE PLANS AN0 AL! MIOPOSED WORK
1 ARE SUBJECT TO ANY CORIECIONS
6 REQUIRED E`(INSPECT ORS' THAT
MAY BE N=ZAR! 0 ORDER TO
LIGHTING COMPLY WITH A:. P i4 >m LE CODES.
REVISIONS:
jA5-18-04 BLDG
l DEPT COMMENTS
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WPROJECT NO. 10504
I� DATE: MARCH 6, 2004
V SHEET:
E-2
�e-
4'X8' PLYWOOD TELEPHONE
BOARD
#6 CU GND TO NEAREST
BLDG GND.
2-3" CONDUIT, COORDINATE ROUTING
WITH LOCAL TELEPHONE COMPANY
TELEPHONE RISER (TYP
TELEPHONE COORI.NNATION NOTE:
CONTRACTOR SHALL CONTA�.T TELEPHONE COMPANY PERSONNEL AS NECESSARY FOR NEW
SERVICES COORDINATION. CONTRACTOR SHALL ❑BTAIN TELEPHONE CO. REQUIREMENTS AND BE
RESPONSIBLE FOR ALL WORK NECESSARY TO INSTALL NEW TELEPHONE SERVICES.
CONTRACTOR SHALL COORDINATE COMPLETE LAYOUT AND LOCATIONS OF TELEPHONE
COMPANY SERVICE PEDESTALS WITH LOCAL TELEPHONE COMPANY AS NECESSARY
FOR A COMPLETE 1,ND OPERABLE SYSTEM. CONTRACTOR SHALL PROVIDE ALL INFORMATION
REQUIRED BY 'HE TELEPHONE COMPANY, INCLUDING ADDRESSES) AND LEGAL DESCRIPTIONS,
FOR THE TELEPHONE COMPANY'S EASEMENT PROCUREMENT NEEDS. TELEPHONE PEDESTAL
LOCATION'S AND QUANTITIES AS DETERMINED BY LOCAL TELEPHONE COMPANY. CONTRACTOR SHALL
VERIFY AND COORDINATE EXACT LOCATIONS AND QUANTITIES OF ALL SERVICE PEDESTALS WITH
LOCAL TELEPHONE COMPANY PRIOR TO INSTALLATION OF TELEPHONE SERVICE CONDUCTORS.
ELECTRICAL SPECIFICATIONS
1. DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED.
REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT
LOCATION OF ALL EQUIPMENT. ELECTRICAL CONTRACTOR SHALL
FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE AND
ACCEPTABLE WORKING INSTALLATION.
2. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE
NATIONAL ELECTRICAL CODE AND SHALL COMPLY WITH ALL LOCAL
RULES AND ORDINANCES HAVING JURISDICTION.
3. MINIMUM WIRE SIZE SHALL BE #12 AWG. UNLESS OTHERWISE
NOTED ALL CONDUCTORS SHALL BE COPPER WITH THWN OR THHN
INSULATION.
4. ALL MATERIAL SHALL BE NEW AND BEAR THE UNDERWRITES
LABEL (U. L. ) WHERE APPLICABLE.
5. THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND
EFFECTIVELY GROUNDED AS REQUIRED IN ARTICLE 250 OF THE
NATIONAL ELECTRICAL CODE.
6. THE ELECTRICAL, TELEPHONE, AND CABLE TELEVISION
INSTALLATIONS SHALL MEET ALL REQUIREMENTS BY THE LOCAL
UTILITY COMPANIES.
7, ALL DISCONNECT SWITCHES SHALL BE RATED FOR 100,000
A.I.C. UNLESS OTHERWISE NOTED. ALL FUSES SHALL BE RATED FOR
200,000 A. I . C. AND SHALL BE CURRENT LIMITING.
8, ALL ELECTRICAL SWITCHGEAR SHALL BE BY SQUARE D, ITE,
GE, OR CHALLENGER. SUBSTITUTES MUST BE APPROVED BY THE
ENGINEER.
9. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS.
PLASTIC BOXES MAY BE USED IN LIEU OF THE STEEL BOX WHERE
PERMITTED BY LOCAL CODES. IN DAMP OR WET LOCATIONS BOXES
SHALL BE MADE FROM CAST ALLOY WITH THREADED HUBS. SPECIAL
ENCLOSURES ARE REQUIRED FOR OTHER CLASSIFIED AREAS.
10. SEPARATE WIRE AND CONDUIT SYSTEM MAY BE SUBSTITUTED
WITH FACTORY FABRICATED ASSEMBLY OF INSULATED CONDUCTORS IN
A FLEXIBLE METALLIC ENCLOSURE WHERE PERMITTED BY LOCAL
CODES.
11. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC WITH
OVERLOAD RELAYS IN EACH HOT LEG. IT SHALL BE THE ELECTRICAL
CONTRACTOR TO PROVIDE ALL STARTERS WHERE REQUIRED.
12. FURNISH AND INSTALL DISCONNECT SWITCHES, OVER CURRENT
PROTECTION, AND WIRING FOR THE AIR CONDITIONING SYSTEM AS
PER MANUFACTURER RECOMMENDATIONS. CONTROLS ARE TO BE
SUPPLIED BY THE AIR CONDITIONING CONTRACTOR AND CONNECTED BY
THE ELECTRICAL CONTRACTOR.
13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL
CONTRACOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETE
SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY THE ENGINEER
OR ARCHITECT.
14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO
AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION..
15. THE ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS
AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS
THAN (1) ONE YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF
ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND
SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF
THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY.
16. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION
AGAINST PUBLIC LIABILITY OR PROPERTY DAMAGE FOR THE DURATION
OF THE WORK.
400A 240/1PH -
( 3) - 350 MCM CU.
IN 3-1/2"C
OMETER SOCKET
AND METER
PN
PNL
AB•.
(3)-500 MCM CU.
4000A
100A
IN 3-1/2"C
NEMA 1
NEMA 1
400 A
100A
DISC
3P
W/400A
"DE"FUSES
1-#3/0-CU GND TO
( 3) -#3 CU,
5/8" X 8' CU CLAD
NEMA 3R
1*8 GND-1-1/4"C
ROD, C.W.P.
-:F:
(3)-500 MCM CU,
(3)-500 MCM CU,
1#3 GND-3-1/2"C
1#3 GND-3-1/2"C
L TO PANEL "A"
IN MECH ROOM
POWE2 RISER DIAGRAM
NOTE ALL WIRING SHALL BE COPPER TYPE "THW" UNLESS NOTED OTHERWISE .
NOTE:
SYSTEM TO PROVIDE A U.L. SERIES
RATING OF 22,000 A.I.C.
PANEL 'A'
VOLTAGE:
240 12OV, 1PH, 3W
BUS RATING:
400 AMP
MAINS:
NONE
MOUNTING:
SEE PLANS
A. I. C. RATING
22.000
LOAD SERVED
LOADS (WATTS)
CKT
BRKR
C N
K 0
T .
PHASE
C N
K 0
T
CKT
BRKR
LOADS (WATTS)
LOAD SERVED
LTS
RECPT
MOTOR
HEAT
AMP
A
B
AMP
LTS
RECPT
MOTOR
HEAT
CU-1
(3750]
3750
50/2
---
1
3
+
-
-
*
2
4
60/2
----
850
B50
4800
4800
AH-1
--
CU-2
----
(3750
3750
60/2
----
5
7
+
-
-
r
6
8
60/2
----
650
B50
4800
4800
AH-2
SERVICE RECPT
PHONES
360
380
20/1
20 1
9
11
+
-
-
+
10
12
20/2
-
937
937
EXT LTS
-
EWH
---
2250
2250
25/2
--
13
15
*
-
-
*
14
16
20/2
-
1385
1365
LOW BAY LTS
--
PANEL 08"
3200
2800
7000
5928
0
0
0
0
100/2
-
17
19
+
-
-
r
18
20
20/2
--
1365
1365
LOW BAY LTS
--
SIGN - SITE
EWC
1200
800
20/1
20/1.
21
23
r
-
-
+
22
24
20/2
--
1365
1385
LOW BAY LTS
--
DOCK RECPT
DOCK RECPT
1080
1080
20/1
20/1
25
27
+
-
-
r
28
28
20/1
20/1
250
350
SOFFIT LTS
WAREHOUSE EMER LTS
WAREHOUSE RECPT
WAREHOUSE RECPT
1080
1080
20/1
20/1
29
31
+
-
-
*
30
32
20/1
20/1
IRRIGATION PUMP
----
1200
1200
20/2
--
33
35
+
-
-
+
34
36
20/1
20/1
FRCP
360
20/1
20/1
37
39
r
-
-
+
38
40
20/1
20/1
41
+
1
1-142
LTS
7200
RECPT
19128
MOTORS
2400
HEAT
4500
SUB TOTALS
LTS
10664
RECPT
0
MOTOR
2600
HEAT
19200
PHASE LOADING
LTS I RECPT MOTORS
17.91 19.11 5.0
1.251 14.81 1.00
NOTES: 22.31 14.61 5.0
"H" INDICATES HACR RATED BREAKER.
[ ] INDICATES NON -CONCURRENT A/C LOAD.
SIZES BASED ON LARGEST LOAD.
HEAT
LTS
RECPT
MOTORSI
HEAT
23.7
CONNECTED KW TOTALS
PHASE A
9582
9880
2500
11850
1.00
DEMAND
PHASE B
8182
9248
2500
11850
23.7
ADJUSTED KW TOTALS
65.7
TOTAL CONNECTED KW
PHASE TOTALS
A
33912
B
31780
65.6
TOTAL ADJUSTED KW
240
SINGLE PHASE VOLTAGE
05/18/04 :DATE JOB NAME:
08: 53 AM :TIME COLEMAN
273
TOTAL PANEL
AMPERAGE:
PANEL "B"
VOLTAGE:
240 12OV, IPH, 3W
BUS RATING:
100 AMP
MAINS:
NONE
MOUNTING:
SEE PLANS
A. I . C. RATING
22,000
LOAD SERVED
LOADS (WATTS)
CKT
BRKR
C N4PHASE
K 0K
T .
C N
0
T .
CKT
BRKR
LOADS (WATTS)
LOAD SERVED
LTS
RECPT
MOTOR
HEAT
AMP
AMP
LTS
RECPT
MOTOR
HEAT
RECPT
RECPT
1080
1008
20/1
20 1
1
3
2
4
20/1
20 1
I600
1800
LTS
LTS
RECPT
RECPT
1080
1080
20/1
20/1
5
7
-
*1
8
81
20/1
20/1
1800
1200
LTS
LTS
RECPT
REFRIG
1080
800
20/1
20/11
9
11
+
-
-
+
10
12
20/1
20/1
COFFEE
RECPT
800
1080
20/1
20/1
13
15.-
+
-
+
14
18
20/1
20/1
EWC
Boo
20/1
20/1
17
19
+
-
-
+
18
20
20/1
20/1
1080
1080
MOD FURN
MOD FURN
-
20/1
20/1
21
23
-
-
+
22
24
20/1
20/1
1080
1080
THE
Lm A' 11 PROPOSED WOR
&wNn g ,
LTS
0
RECPT
8608
MOTORS
0
HEAT
0
SUB TOTALS
LTS
6000
RECPT
4320
MOTOR
o
HEA
IIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
PHASE LOADING
LTS RECPT MOTORS
6.0 12.9 0.0
1.25 11. 5 1.00
NOTES: .51 11.5 0.0
"H" INDICATES HACR RATED BREAKER.
[ ] INDICATES NON -CONCURRENT A/C LOAD.
SIZES BASED ON LARGEST LOAD.
HEAT
LTS
RECPT
MOTORS
HEAT
0.0
CON
PHASE A
3200
7000
0
0
1.00
DEMAND
PHASE B
2800
5928
0
0
0.0
ADJUSTED KW TOTALS
A B
PHASE TOTALS 10200 8728
03/09/04 :DATE JOB NAME:
09: 13 AM :TIME COLEMAN
18.9
TOTAL CONNECTED KW
19.0
TOTAL ADJUSTED KW
240
SINGLE PHASE VOLTAGE
79
TOTAL PANEL
AMPERAGE:
REVISIONS:
5-18-04 BLDG
DEPT COMMENTS
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PROJECT NO. 10504
W
I� DATE: MARCH 8, 2004
�•J SHEET:
E-3
UA:56-�;,�� �
a
I
GENERAL NOTES
1.1 Fabrication shall be In accordance with USA's standard practices in
compliance with the applicable sections, relating to design requirements
and allowable atreasea of the latest edition of the "AWS Structural
Welding Code DI.r. US.A.'s manufacturing procedures have been
certified by:
Reference Certification numbers
SB.C.C.I. 5011
I.CB.O. FA-321
MIAMI-DADE COUNTY 01058
Houston USA
"I35
Indiana (For Beam and Column) 299512
Indiana (For Rigid Frame) 299513
Indiana (For Straight Column) 2SZ510
A.IS.G. Certification For Metal Buildings
Member MBMA
12 MATERIALS A5TM DESIGNATION MINIMUM YIELD ( U. N, )
Wide Flange Shapes165 Lbs,'Ft. A36 FY . 36 KSI
Wide Flange Shapes K65 Lbs./Ft. A512 or A992 FY . 50 KSI
Other Rolled MITI Shapes A36 FY . 36 KSI
Structural Steel Plate (Webs/Connections) A10I1, Ae35, A635 FY . 55 KSI
Structural Steel Plate (Flanges) A529 OR A512 PY s 55 KSI
Cold Formed Light Gage Shapes 410116S FY - 55 KSI
Cable Bracing A415-18 Extra High Strength
Rod Bracing A36 FY . 36 KSI
Roof and Wall Sheeting A192 FY . 90, 8O KSI
Machine Bolts A301 FY . 36 KSI
High Strength Sets (1/2"o to ro) A325-N FU - 120 KSI
High Strenggth Bolts (1 1/8"0 to 1 1/2110) A325-N FU . 105 KSI
Anchor Bofte (if supplied) A36 FY . 36 KSI
PI a A53, GRADE B FY . 35 KSI
HS.S. TUBE A500, GRADE B FY . 46 KSI
13 PRIME
Shop primer paint is a rust Inhibitive primer which meets the and
performance of Federal Specification TT-P-6640 and Is USA'a Red
Oxide color. This paint Is not Intended for long term exposure
to the elements. U.5.4. Is not responsible for any deterioration
or the shop primer paint as a result of improper handling and/or
storage. U.SA shall not be responsible for any field applied
Point and/or coatings. (Section 6.5 AISC Code of Standard Practice,
lath Edition)
IA GALVANIZED OR SPECIAL COATINGS:
See Contract Documents and ref. note on the top right hand of this page.
1.5 ALL BOLTS ARE 1/2"0 x 0'-I" A301 EXCEPT:
a) Eave strut connection - 1/2110 x 0'-1 1/4" A301
b) Endwall rafter splice - 5/8"0 x 0'-1 3/4" A325-1,1
c) Endwall column to rafter connection - 1/2"0 x 0'-I 1/4" A325-N
d) Main frame connections - SEE CROSS SECTION
NOTE: Washers are not supplied unless noted otherwise on drawing
ib A325 BOLT TIGHTENING REQUIREMENTS
All high strength bolts are A325-N unless specifically noted otherwise.
Structural bolts shall be tightened by the turn -of -the -nut method in
accordance with the lath Edition AISC "specification For Structural Joints Using 45TM
A325 or A490 Bolts". A325-N bolts are supplied without washers
unless otherwise noted cn the drawings.
All bolted connections unless noted are designed as bearing type connections
with bolt threads not excluded from the shear plane.
I.1 CLOSURE STRIPS ARE FURNISHED FOR APPLICATION:
INSIDE- Under roof panels at save
OUTSIDE - Between andwall panels and rake trim
- Under continuous ridge vent skirts
1.8 ERECTION NOTE:
All bracing, strapping, s bridging shown and provided by USA. for this building is
required and shall be Installed by the erector as a permanent part of the structure.
If additional bracing is required For stability during erection, It &hail be the
erector's responsibility to determine the amount of such bracing and to
procure and Install as needed.
1.9 ERECTION AND UNLOADING NOT BY USA
1.10 SHORTAGES
Any claims or shortages by buyer must be made to U.SA. within five (5)
working days after dslivery, or such claims will be considered to have
been waivad by the customer and disallowed.
1.11 CORRECTIONS OF ERRORS AND REPAIRS (MBMA 6.10)
Claims for correction of alleged misfits will Iva disallowed unless U.S.A.
shall haverecafved prior notice thereof and allowed reasonable Inspection
of such mleFitp. The correction of minor misfits by the use of drift
pine to draw the components into line, mcderats Amounts of reaming,
chipping and cutting, and the replacement of minor shortages of materlaI
are a normal part of erection and are not subject to claim. No part of
the Building may be returned for alleged misfits without the prior
approval of U.5A
1.12 ERECTOR NOTE
Enact steel with piece marks corresponding to location of piece marks on
erection drawings. Erect and plumb bays progressively to insure overall width
and length to maintained.
1.13 ACCESSORIES
Accessories are not wind rated.
1.14 ROOF SYSTEMS
The performance of roof systems supplied by USA Is dependent on correct and proper
arectlon and roof system installation by qualified roofing Installers. USA Is not responsible
for non-performance due to Improper pr defective insta ilatlon. USA does not certify
erectors or roofing Installers.
2S 03/11/04
28 2/3/04
2'1 2/2/04
2ro 5/22/03
25 11/4/02
ALL FLAT FACED PANELS HAVE A TENDENCY TO OIL CAN.
USING HEAVIER GUAGES, NARROWER WIDTHS, EMBOSSING OR
STIFFENER BEADS (WHEN AVAILABLE) CAN REDUCE OIL CANNING.
UNDER NO CIRCUMSTANCES 15 OIL GAN ING CAUSE
FOR REJECTION
OMNI 111
V, A I .... I ... 1511koi W�
DRAWING PACKAGE
QUALIFICATION OF HOT -DIP GALVANIZING PROCESS
USED ON PRIMARY AND SECONDARY STEEL
The Abli(ty of a galvanized coating to meet Its primary objective
of providing corrosion protection should be the chief criteria In
evaluating Its overall appearance. Zinc coatings produced by the
hot -dip ggalvanizing process are excellent corrosion -protection
systems. When the coating becomes very thick or dull grey, the
coating may not be applicable for architectural purposes.
Differences In the luster and color of galvanized coatings and
the presence or absence of spangle has no affect on the coating
performance. The well-known spangle effect found on galvanizing
Is simply a factor of primary crystallization. It is ohlerly dependent
upon the zinc bath chemistry, the rate of cooling, the method of
pickling, the steel Chemistry, and the thickness of the coating.
Additlona ily, handling techniques for galvanizing may require the
use of chain slings, wire or other holding devices to Immerse
material into the galvanizing kettle. These handling devices may
leave a mark on the galvanized Item. These marks are not
necessarlly detrimental to the coating.
The galvanizing process is for corrosion protection. Inconsistencies
in finish and handling marks are not cause for rejection of the product.
Nw1mv
JOB # 30837
BUYER : KNS CONSTRUCTION
END USE CUSTOMER : COLEI" iAN FLOOR CO.
BUYER ORDER # :
JOBSITE FT PIERCE,FL COUNTY : ST. LUCIE
BASIC BUILDING BC1 110'- 8 x 134'- 8 x 22'-0 1/2.12
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING AS INDICATED:
*CODE LOADS
❑ USA Standard (MBMA) Code Edition ■ LL 20 PSF ■ With Trlbutary Area Reductior
❑ SBC ❑ IBC ❑ Ground Snow Load Is =
❑ USG ❑ BOGA ❑ ASCE ❑ Roof Snow Load
❑ MBMA 96 For Wind Loads ■ Wind 140 MPH Iw = 1.0
PER ICBO ER 4015 ■ Collateral 3 PSF
EXPOSURE ■ B ❑ C. ❑ D ❑ Crane Cap (Tons) Type
■ OTHER FSC 2001 ❑ Seismic Data: Zone= Aa= Av= Z le:
Ss= 51= Group Design Category__
❑ MEZZANINE: LL PSF DL PSF ANAN ALMUGGHR'-ABI
ElOTHER />
;� Code of Latest Issue to be Used Unless Otherwise Noted. LIC. NO.
For buildings with cranes: See Cross Sections and/or calculations for loading EXP
COVERING s TRIM AS INDICATED
■ 26GA ■ USA "PBR" ❑ White ❑ UL90-Conets -Fasteners: ❑ 014 x I" STS Member s Stitch
❑ 24GA ❑ ■ Aluminum Zinc ❑ Northern Roof ❑ -12 x IA" 505 Member Cnly W/ 5T5 Stitch
ROOF ❑ 24GA USA "Guardian I" 55R ❑ Silicone Poly Unlcote 2000 ❑ wide Mastic ■ 412 x 14" 505 Member with Laptak Stitch ALLOWABLE DEFLECTIONS:
❑ 24GA USA "Guardian 11" SSR ❑ Kynar Unlcote 3000 a1112! Cl Fixed ■ Long Life Fasteners
❑ Color ❑Low ❑Floating ❑ Stainless Steel Fasteners
Special Requirements CANOPY(24 GA(MBCI LOK-SEAM/18"/CGREEN) ❑ Nigh ❑ Articulating Thermal Blocks: Oay u 13159h ■ U.SA.MIBMA STANDARDS
❑ Kynar Unlcote 3000
■ 26GA ■USA "PHA" ❑ ■ Silicon Poly Unlcote 2000 Fasteners! ❑ 014 x I" 9T8 Members 9!Ilch
WALL ❑ 24GA ❑ USA "PER" Color L.STONE ■ Long Life Fasteners ❑ N2 x IV 6D5 Member Only W/ STS Stitch
Special Requirements ❑ Stainless Steel Fasteners ■ 012 x ly" SD$ Member with Laptak Stitch
■ Standard W/Gutters s Downspout ❑ Simple Eave Trim ❑ Sculptured Eave Trim ❑ Sass, Trim ■ MFOI ❑ s 201 ❑ DP01 ❑ Base Closure
TRIM Gutter FrQ EN^ownepoutFrRFKNEave Rake ErRKFIJCornerL"STONEJamblHeadl-bMQUEBassTrimL"STONE
Special Requirements ■ Silicone Poly Unlcots 20M ❑ Kgrar Unlcote 3000
FASCIA ■ 265A USA O "FBA" R "PBR" ❑ Color-L.-STONE Trim Color
PANEL ❑ 245A Special Requirements 'a LARGE CANOPY ENDWALL ❑ 51110one Poly Unlcote 2000 ❑ Kgrar Unlcote 3000 004
SOFFIT ❑ 26GA USA ❑'PBA" ❑ "F"BR" ■ L-12 Color r:r+RFFN Trim Color J p 6
PANEL ■ 24GA Special Requirements 24GA M5CI SMOOTH SIG 300 ❑ Silicone Poly Unlcote 2000 ❑ KUnar Un',A 3 MP` P
BACK ❑ 26GA USA ❑'T'EA" ❑'PBR" ❑ Color. Trim Color
PANEL ❑ 24GA Special Requirements ❑ Silicone Poly Unicots 2000 ❑ K nar I of 3000
Af2TITION ❑ 26GA USA ❑ PBA ❑ PBR ❑ Color Trim Color
PANEL ❑ 24GA
LINER ❑ 26GA
❑ 24GA
USA ❑ "PEA" ❑ "PER" ❑ Color. Trim Color
pecial Requirements ❑ Silicone
BUYER/END USE CUSTOMER RIESPON61BILITE6
2.1 It is the responsibility of the BUYER/END USE CUSTOMER to obtain appropriate
approvals and secure necessary permits from City, County, State, or
Federal Agencies as required, and to advise/release U.SA to fabricate
upon receiving such
22 United Structures of America's (hereafter referred to as, USA)
standard specifications, apply unless stipulated otherwise in the Contract
Documents. U.SA.'s design, fabrication, quality criteria, standards,
practice, methods and tolerances shall govern the work with any other
Interpretations to the contrary notwithstanding. It Is understood by both
Parties that the BUYER/END USE CUSTOMER Is responsible for clarification of
Inclusions or exclusions from the architectural plans and/or specifications.
23 In case of discrepancies between USSA's structural steel plans and plans
for other trades, U.S.A.'s plans shall govern. (Section. 3 AISC Code of
Standard Practices, lath Edition)
2.4 Approval of U.SA. drawings and calculations Indicates that U.SA. has
correctly Interpreted and applied the Contract Documents. This approval
constitute$ the contractor/owners acceptance of the U.SA's design
concepts, assumptions, and loading. (Section 4 AISC Code and MBMA 333)
2.5 Once the BUYER/END USE CUSTOMER has signed USA.'$ Approval Package and the
project Is released for fabrication, changes shall be billed to the BUYER/
END USE CUSTOMER Including material, engineering and other costs. An additional
fee may be chargedif the project must be moved from the fabrication and
shipping schedule.
2.6 The SUYER/END USE CUSTOMER is responsible for overall project coordination, All
Interface, compatibility, and design considerations concerning any materials
not furnished by U.S.A. and USA.'* steel system are to be considered and
coordinated by the BUYER/END USE CUSTOMER Specific design criteria concerning
this interface between materials must be furnished before release for
Fabrication or U.SA,'* assumptions will govern (Section 4 and Commentary,
415C Code of Standard Practice, lath Edition)
2.1 It le the Ireeponeibllity of the BUYER/END USE CUSTOMER to Insure that USA.'s
plans comply with the applicable requirements of any governing building
authorities. The supplying of sealed engineering data and drawings for
the metal building system does not imply or constitute an agreement
that US.A, or its design engineers are acting as the engineer of record
or design professional For a construction project. These drawings are
sealed only to certify the design of the structural components Furnished by USA
2S The SUYER/END USE CUSTOMER Is responsible for setting of anchor bolts and
erection of steel in accordance with U.SA.b "For Construction" drawings
only. Temporary supports such as guys, braces, falsework, cribbing or
other elements required for the erection operation shall be determined
and furnished and Installed by the erector. No Items should be purchased from
a preliminary set of drawings, Including anchor bolts. Use only final
"FOR CONSTRUCTION DRAWINGS" for this use, (Section 1 AISC Code of
Standard Practice, lath Edltlon,)
2.9 United Structures of America Is responsible for the design of the anchor bolt to
permit the transfer of forces between the bass plate and the anchor bolt In
shear, bearing and tension, but is not responsible for the transfer of Anchor bolt
forces to the concrete or the acisquacy of the Anchor bolt In relation to the
concrete Unless otherwise provided In the Order Documents, United Structures of
America does not design and is not responsible for the design, material
and construction of the foundation or Foundation ambedments. The
END USE CUSTOMER should assure himself that adequate provisions are made
In the foundation design for loads imposed by column reactions of the building,
other Imposed loads, and bearing capacity of the soil and other conditions of the
building site.
It Is recommended that the anchorage and foundation of the building be
designed by a Registered Professional Engineer experienced in the design
of such structures. (Section A10 MBMA 1986 Low Rise Building systems Manual)
2,10 Normal erection operations Include the corrections of minor misfits by
moderate amounts of reaming, chipping, welding or cutting, and the
drawing of elements Into line through the use of drift pins. Errors
which cannot be corrected by the foregoing means or which require
major changes In member configuration are to be reported Immediately
to USA. by the BUYER/END USE CUSTOMER, to enable whoever is responsible
either to correct the error or to approve the most efficient and economic
method of correction to be used by others. (Section -1 AISC Code of
Standard Practice, lath Edition)
2.11 FIELD MODIFICATIONS - WARNING Neither the fabricator nor the BUYER/END
USE CUSTOMER will cut, drill or otherwise alter his work, or the work of other trades,
to accommodate other trades, unless such work Is clearly specified In the contract
documents. Whenever such work is specified, the SUYER/END USE CUSTOMER Is
responsible for furnishing complete Information as to materials, size, location
and number of alterations prior to preparation of shop drawings. (Section 1
AISC Code of Standard Practice, lath Edition)
The strength, stability, and safety of this building may be affected by cutting, drilling
or removing any components of the building. No such modifications may be made
without the written approval of United Structures of America, Inc.
Collateral loads or other components provided by others may be supported on this
bullding in the designated locations if specifically Included in the design loads.
Unless the connections for such components have been designed and detailed by
U.S.A. the customer Is responsible to snsure appropriate connection details are utilized.
2.12 WARNING In no case should Aluminized Zinc steel panels be used
In conjunction with lead or copper. Both lead and copper have harmful
corrosive affects on the Aluminized Zinc alloy coating when they are
In contact with Aluminized Zinc steel panels. Even run-off from copper
flashing, wiring, or tubing onto Aluminized Zinc should be avoided.
2.13 SAFETY COMMITMENT UNITED STRUCTURES of AMERICA has a commitment
to manufacture quality building components that can be safely erected.
However, the safety commitment and job site practices of the erector
are beyond the control of U.5A
It Is strongly recommended that safe working conditions and accident
prevention practices Iva the top priority of any job site. Local, State,
and Federal safety and health standards should always be followed to help
sure worker safety. Make certain all employees know the safest and
most productive way of erecting a bullding. Emergency procedures
should be known to all employees.
Daily meetings highlighting safety procedures are also recommended. The
use of hard hats, rubber sole shoes for roof work proper equipment for
handling material, and safety nets where applicable, are recommended.
Contractors/Erectors should be aware of 05HA regulations for Steel Erection.
The following OSHA Regulations (Standards 29 GPI) are applicable to Steel Erection:
OSHA Steel Erection Regulations, Part Number 1926, Subpart "R"
2.14 Manufacturer Is not responsible For bodily Injuries or material damages
during unloading, handling or storage
❑ Kura uniccte 3000 ** NOTEI Customer To Provide Colors Denoted
UIRh* *(If Any) On Returned Dwe'S.
2000 ❑ Kynar Unicots 3000
PI I PERMIT 15/24,04
Job Number: Soo 1
SHEET LI of I
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F'URLIN LAPS 11-1 1'-1 1'-1 1'-1 1'-1 1'-1
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ROOF FRAMING PLAN
9'-ID
**PAN]=LS** **TRIM** **ACCESSORIES**
ROOF-26GAiP8R)AZINC GUTTER-26G4/E.GREEN MK. QTY. DESCRIPTION
WALL-26GA/A/L.5T0NE p0U,45POUT-26GA/E26REEN A 2 10-0 x10-0 FRAMED OPNG.(FOR RUD)
CANOPY-24GA/LOK-SEAM/ CORDER-2( GA/LSTONE B 2 10-0 X 12-0 FRAMED OF'NG. (FOR RUD)
CJSREEN JAM15/14EAD-26GA/LSTONE
CANOPY WALL- 26GA) RAKE-26GA/E.GREEN
PBR/L.STONE/E.W.I BA5E-26GA/L.6T0NE
SOFFIT-24 GA/LI2/ CGREEN
co
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**MISC, MATERIAL**
L
� O NOT
ct steel with piece marks corresponding to location of piece marks on
action drawings. Erect and plumb bays progressively to insure overall
nth and length is maintained.
SUE REV. DESCRIPTION DATE 'dam DESCRIPTION: ERECTION PLAN
PI PERMIT /24 CU5TOMER: KNS CONSTRUCTION
USA. III��I LOCATION: FT PIERCE,FL
BUYER NOS GOLEMAN FLOOR co.
DRAWING BY DATE CHECK BY ATE s
UNITED STRUCTURES OF AMERIGA, INC. TW 5/11/04
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I',I
2ER - 4ER 3ER 2ER
ER ER
- Z23 223
i
Z21 \ \ / Z23 Z23 Z22
Z21 Z22 Z23 Z23 T22
CMU WALL
(NOT BY U54)
CH
\ /
(FOR CMU WALL)
x \
ni
IS'-4
17'-6
19'-6
19'-6
IT'-6
IS'-4
110'-8 O/O STEEL
ELEVATION 'a LINE "0a>11
LEFT ENDWALL
T
4 r
12
\ CMU WALL CMU WALL
(NOT BY U5A) (NOT BY U5A)
ri
W
l�
N
I
I
I
I
NMi
N
N
N
lii
N
=
=
N
IIi
In
1{l
1{1
N
N
IO
W
In
LD
N
N
N_
N
N
N
N_
N_
N_
fn
[11
R1
Hi
hl
In
m
IV V_
V
m
�_
m
m
N
N
N
N_
N_
N
N_
N
II
10
&HEETING e LINE ",a�"
LEFT ENDWALL
L10
.2 A B G
(bOLDIER GOL. LOG) (SOLDIER GOL LOW I' -I I' -I
2ER SER 6ER 2ER
ER ER
223
21 Z22 / Z23 Z23 / / Z21
21 Z22 - - - / \ _ ZZ3 Z23 ' T22
g Z21
F - - \- - - \ .-I.i / ON
6
i
w
\
II'-10
20'-0
0/0 CANOPY 5TL.
15'-4
110'-S 0/0 STEEL
ELEVATION LINT= IIIII
fi;;�IG4T I=NDWALL
I 12
\ CMU WALL
(NOT BY U5A)
N
I
I
I
I
N
N
N
CO
IO
N
In
IIl
N'
W
=
=
N
In
!II
iON
LLl
IL1
N
N
i
W
N'
II1
N
10
6l 4EETINC a LINE "I"
RIGS 4T ENDWALL
10
i
_IN
LLS.AJ
NOTE. U.S.A. only provides the
roof purlin. All other material
and hardware Is by others.
CLIP ANGLE, BOLTS, HANGER,
ETC_ BY OTHERS
Acceptable Connection Detail
NOTE:
Drilling of holes in .flanges of purlins Is structurally detrimental to the. member. Any
collateral loads, which are Included in the purlin design loads, are to be attached
by connection directly to the web only.
Field Modifications - UJarnina
Ref.: cover sheet LI paragraph 2.11
PURLIN—�..//..
Field Drill
194ole
Eave ®j
Struts —_
0 Frame
CL23
SECTION" A" (A6 SHN.)
5ECTION"5" (OPP. HND,)
Eave Strut �$I�
I�—
Strut Purlin /
lIP Required) ��
I
CL23
C-CLAMP
ALL -THREAD ROD Frame
Flange C-Clamp is not Connection through the (6) l:Iox la' M.B.
an acceptable connection flange is not acceptable LOW EAVE STRUT CONNECTION
ATTACHMENT OF WITH CL23 STIFFENER PLATE
SUSPENDED ITEMS
(BY OTHERS)
1►
B"<_r
Building'Golumo
IrY"
Building Color
Detail "A"
Portal Brace
�Ba4pacs
l
PORTAL FRAMING ELEVATION FRAMING ELEVATION
First
Eave Purlln
Strut /9
ai Frame
Portal
Frame 5 CTION"Bl'
Main Frame
(2)- W"w NTJB Column
4'-0 O.C. 9 bForts IFrame
LEI �J
DETAIL" All
SECTION "CI'
ma
(4) Bolts
g Strut Purlin
(IF Required)
Frame
(4) B'OLT PURLIN CLIP
CONNECTION AT MAIN FRAME
A 6,43 BY
(Field Attach)
Eave Strut
Member
Screws
LOW EAvE
STRUT PURLIN CONNECTION
(AT DIAPHRAGM)
12" 1211 1211
gI=II 21211 331211 212II 91211 212 II
MEMBER SCREW LOCATION Detail
(ALL MEMBERS EXCEPT AS NOTED)
1211 12" 1211
2i211 ill 21211 21211 ill 212'1 21211 1
ll 21211
MEMBER SCREW LOCATION Detail
MainFame (PEAK PURUN EAVE STRUT AND PANEL END LAPS)
Rafter
Stitch Screws At ontintious Tape Sealer
20" On Center V'xj�" (Standard)
INN, (Optional)
Main Frame
Column DETAIL "A"
Member Screws , Roof
Continuous Tape Sealer /
as"AN' (Standard) tiur
�EQIJ
IN112 (optional)lin
Be Specified On Order)
SECTION THRU PEAK PURLIN ANp PANEL END LAPS
NP5R° PANEL ROOF
8" Zee Strut
piaphragm(SZU
Strut Purlin
Member
Screws
NOTEI
W PATTERN5 SHOWN,
5ATI5FY UL-90
REMENTS FOR ROOF,
•Flan a Brace
WS Col.- F52 W14 COI - FBI
WI0 Col.- FBE, WI6 Col.- FBH
WI2 Col- F53 WI8 Col: F83
ndwall Girt
_fE{Flange Brace
(One Side Only)
° of Rolled
Endwall Column
i-TK-EWB_)
� J
0 ro
a°li
Q0
ai
o o Column
lu 11 f I End all Girt
End Rafter
HOT ROLLED ENDU)ALL COLUMN
ndwall Girt
° +Flange Brace
1 (One Side Only)
of Rolled Corner
Column(MK-EW1C_)
Field fo
v Block
COIUmn
Girt-,"%xI" Mach. Bolts
e
NN
Endwall Sidewall Girt
I steel Lins
2 End Rafter
NOT ROLLED CORNER COLUMN
Steel
Stitch Screw Spacing —
To Match Wall Panel
5idelap Spacing.
Filler Trim
(MK-CT02)
Cable Brace
Inside Waher
lout Washer Eye Boll (2) Y"' x 11
(FIELD DRILL EAR
Hex Nut
Wsb of trams DOOR
CABLE BRACE
TO FRAME DETAIL
NOTE: Use A Backup Plate Under The Hillside Washer
For Cold Form Members.
Purlin
5h�tinq
g
no Rafter
( Ceel or
III P)
(4) V
x 14"
925 Bolts
Endwall Column
("Cee" or I� II)
Endwall Girt
BEARING END FRAME
BY -FRAME ENDWALL
Wall Panel Masonry Anchors
(By Others)
Member 5crew —
At 12" 04.
"'PBa" Pa
Corder Trim Masonry
Filler Trim 5701124 6'I (MK-CTOU *01
(MK-CT02
OUTSIDE CMER DETAIL
"PBA" PANEL
1' TO 12" OFF MODULE)
/ � Base Channel
f/77
./I
/ Masonry Wall Panel
ley Others) Pop Rivets At
OPEN FOR MASONRY Member Screws 1211 On Center
(WITH BASE CHANNEL) At 12" On Center
Head Trim
(MK-DH0;) Header
Pop Rivets At Jamb
12" On Center
Wall Panel Jamb Trim
(MK-DJOU
( "PBA" Panel )
JAMB TO GIRT
SECTION 6 JAMB CONNECTION JAMB DETAIL FOR FRAMED OPENINGS
Frame
Additional �� ERECTOR NC
Fing. Bra (If Rsq'd.) (4) Bolts Ref
Ref. Goss Section ¢ Of Frame
PURUN LAPS
(B Bolts. Add 2 additional per fing. bre.)
Attach To Eave Strut With
Pop Rivets At 3'-0 On Center Inside Closure
4"
Member Screws
At 6" On Center
Stitch Screws
At 6" On Carter Roof Pan
Panel Cap Trim Member 5crews
(MK-ET02) 0) At 12" On Center
Gutter (MK-EG__)
Eave 5trut
Outside Closure d 6lllch
Screws At 24" On Center Wall Panel
(OPTIONAL)
LOW EAVE DETAIL WITH
EAvE GUTTER
(SHEETED 51DEWALL
1211 11 1211
Roof Steel Lire
MEMBER SCREW LOCATION Detail "A" HEADER DETAIL FOR FRAMED OPENINGS StltchScrewsAt12"on
Rake Trim Center With Cominuous Tape
SHEETING DIRECTIONS (ALL MEMBERS) hK-RTOU Sealant Linder Trim
*3 Stitch Screws Equally Spaced Roof Panel
T [OR Between Ease Member And T-3i" Girt. Member ecraws
Ir Y-T Girt Is Req'd, Than Use One stitch Screws Sheeting Angle
Stitch Screw Between Members. At @" on center
MTERIOR Stitch Screws Above T-3II" Girt outside closure
T Be Equally Spaced.
Stitch ScreWS 5titch Screw To Exceed 2'-0" O.C. Wall Panel Purim (sego ld)
DETAILIIAII, RAKE DETAIL WITH
SNUG INSIDE CORNERS T $ERECTOR NOTE: SHEETED ENDWALL
CAUTION: TO INSURE 3'-0 VE . Stitch Screw Spacing
OVERTIGHTENING STITCH u. For 'PEA" Panel IS NOT The
SCREW WILL CAUSE BUCKLINCs PE34 PANS ALL Same As "PBR" Panel ORAL EMOTES ,
I. ALL 501 ARE 1/2" DIA. x P MACHINE BOLTS UNLE55 NOTED.
16SUE REV. DESCRIPTION DATE �Q� DESCRIPTION: ERECTION PLAN
PI PERMIT /24 1 CUSTOMER: KNS CONSTRUCTION
d,6� �05®A� IIIIII LOCATION: FT PIERCE,FL
BUYER NO.: COLEMAN FLOOR CO.
UNITED STRUCTURES OF AMERICA, INC. DRAWING BY DATE lcwrzcK BY DA7E
512eUswa+o TW 05-1-200
Nousrc^t texas 11035 �Og • LOADS DRAWING • ISSUE
xel-au-exam 3(083-i
SEE COVER 5TI Of 2 PI
4A1
Pop Rivet Lap 2" -(Typp) Caulk And Pop Rivet
r-- ' j Gutter.
Downspout strap /
TBA" Panel / Field Bend Gutter "Al
"PBA" PANEL WALL, Tabs into Downspout -Downspout
1)005FOUT STRAP ATTACHMENT
Pop Rivet
Gutter Strap (MK-SGOU
At 4'-0" On Center For EG01 stitch Screw DOIl`ISPOUT TO GUTTER DETAIL
AL 3'-0" G1 Center For EG02
Pop Rivet Gutter
Gutter- z
Eave Strut
Downspout Site
MK-D7 ) FeldCut Gutter
With X" Pattern
U a ll Panel
Pop Rivet i � SECTION "A"
Girl -
SpliCe
(if Rod) '
Base Donnel
I
Downspou
(MK-DS__)
Masonry Wall
(not by U.5,4)
Flntsl�d,Floor
D.S.Kickout a o, p .'
(Install W12 Pop Rivlt6 on 3 Sides) , ; 4 .4
DOWNSPOUT DETAIL AT SHEETED UJALL
DS. STRAP QUANTITY
AVE HEIGHT
QUANTITY
10'-0
2
IT-0
2
14'-0
16' 0
2
—2
20'-0
2
25'-0
3
,i
TYPICAL DETAILS
VALLEY
. lekSeam"
PANEL
VALLEY TRIM-T
TRIPUE BEAD'-- 1
TAPE SEALER
FASTENER N1 E MN 16 GA
4'V O.C. SUPPORT PLATE —a-Vll 9'Us
(FASTENER MUST GO 9' Valley l n g, than
most 0'-used
THROUGH TAPE SEALER) FIXED VALLEY in valleys longer Nan 30-0'.
—URETHANE
VALLEY TRIM SEALANT
- TnIPLE:BEAO''
TAPE SEALER
FASTENER N12 —
PANEL
PANEL
6^ OVERLAP 6
O
a
FASTENER NIE 6
BEVEL CUT r ANEL a
TO MATCH SLOPE
(JFVALLEYTRIM. - PURLIN -
VALLEY TRIM PPOFTIF
PLATEATE
P
ISOMETRIC VIEW OF VALLEY
Valley must be designed to support the panels between the purlins.
(ie: Channel, Angle or Plate)
NOTES: FIXED VALLEY
1. For valleys longer than 30% use extended "nay trim (see page LS 15).
2. Do not use this detail with the fixed ridge or hip details.
3. Ends of panels should be 4rh' minimum from the vertical leg of valley trim.
4. Install Triple Bead tape sealer continuously under LokSew"I s panel.
5. Attach
6. See Panel panelEnd Sealant lDetaill" th On FaisPagerLS45 to seal pane ends at em valet'. rough tape sealer antler panel.
1 (FIELD CUT TO MATCH 91MR)
SMALL 4 LARGE SIZE EAVE GUTTER il-FAE TgAN61TION
dip To AND NxIY)NYs ZZ2 R07 BOM)
DETAIL IIXII
Vachin A301 .—
Machine Galt N\ ,\
Girt Web,
of Column
T TOutside Flange
T of Col.
�(one) 150 X P
l4Q ] Flat -Head A301 5olt
Ty ica! Girt @Long Lap Connection
Erector Connection Note:
U-met you have a by-pass condition where glrts "re a commonconnection,
you must !fret use a flat head bolt to attach one girt to the cPp. Roved head bolts
cannot the used In this condition, It must be Plot head bolt In order to be flush This will
allow the erector to handle one girt to make the final lap. This makes erecticn simpler and s9fer,
The remaining Correction Colts need to be vv 6tandard 4301 machine bolts.
POP RIVET
L FIELD CUT LEG AS 5HOUN
TYPICAL DETAILS
FIXED RIDGE
IMPORTANT NOTE:
TEMPORARILY SECURE PANELS
2
AT RIDGE UNTIL -Z^ CLOSURE 5- 21.
IS INSTALLED FIXED RIDGE
FASTENER#14-//�� FLASH
URETHANE SEALANT
PANEL M
PANEL
FASTENER N17 !\ r TAPE SEALER _�1` � -Z^ CLOSURE.
C.O.C.
CROSS SECTION OF
FIXED RIDGE
FIXED RIDGE
FLASH -- URETHANE SEALANT
FASTENER 414
6'O.C. LokSeam^
PANEL
/ -Z- CLOSURE
TRI-BEAD
TAPE SEALER
ISOMETRIC VIEW OF \ Fns eNER Nn
FIXED RIDGE
NOTES:
1. Do not use this detail with the fixed save or valley details.
2. peak pudin spacing for fixed ridge Is 5" from the centerline of ridge to web of pudin. If this dimension is riot used,
a special ridge flash will be required.
3. The upslupe and of the panel is 3" from the web of the peak pudin.
4. Field cut "Z" closures to lit panel width.
5- Install Tri-Bead tape sealer to panels. Center of tape sealer should he 13W from end of panel.
6. Inslall "Z" closures to peak purliu with Fastener N17 at 6" o c. Vertical leg of'Z' closure should be 2r/"^ from
end of panel,
7. Seal end of'Z" closure to panel seam with urethane sealant.
S. Attach ridge flash to "Z" closure with Fastener N 14 at 6" o.c.
2'_2
Flan •e Brace
5 Req'd)
Additional Flange
Brace (if reg'd)
APPLY TUBE
Ref: Cro56 Section
SEALANT
TO OUTSIDE <
PRIOR TO IN'.
RIB COVER
"lain Frame
Interior Column
/// (One) Flathead
Bolt Per
Connection
O L_ J O
0 0 0 0
Sidewa I
' _ Csirt
Girt La' As R 'd)
Sidewall. Bag,
a Dimension iInt Frame
Steel Line
Bolts FIELD CUT M^
a (One) Flathead Iz"° A30-T Bolt LEGS OF PAh
-- OVER EDGE.
ADD (2) 12"P 4301 Machine Bolte per Fing. Bre. SEALANT
SEAL ENDS <
INTERIOR COLUMN INSTALLING F
(e Lonci La :?)
TYPICAL DETAILS
PANEL
PANEL CLIP -
FACTORY
MASTIC
��A ( . 9
INSTALLED PANEL
— CROSS SECTION
PANEL CLIP
PANEL CLIP
INSTALLATION
FILL FND
WITH URETHANE /
SEALANT /
PANEL END SEALANT DETAIL
NOTES:
1. FIN end Of PAMPI seam at OSVS and valleys with urelhane lant.
2. For UL90 raling, UL90 clips with Iwo fasteners must us
ii\ ti�
;�
DETAIL e
TYPICAL DETAILS
HIP
IMPORTANT NOTE:
URETHANE SEALANT
/} -.l_-FIXEDRiDGEMIP
Y AB'
TEMPORARILY SECURE
PANELS AT RIDGE UNTIL
FASTENER 014A
4' O.C.
7�--, 9` FLASH
,y
FACTORY "Z" CLOSURE
MASTIC ISINSTALLED
Lak9eam'
-
PANEL
= a
--- UL90 CLIP
'•
TRI-READ t '
-
TAPE SEALER '
�w//EMI
FASTENERNI7 7- CLOSURE
6. O.C. (FILL CUT TO
FASTENER NI2
LENGTHANDUEVEL ""N 18 GA.
COFFIX E
CUT TO FIT PANEL SUPPORT PLATE
HIP
OF FIXED HIP
REV. DESCRIPTION
NOTES:
1. Do not use this detail with the Fixed
fixed save or valleydetails.p
2, Hip must be designed to support the panels between the Puttee (is: channel, angle or plate).
a Bevel cut and Install panels to follow slope of hip.
4. Install Tri-Bead tape sealer to pans Orientals, running parallel to the hip. Center of tape sealer should be 31%"
from the center at the hip,
5. Install "Z" closures to panels with Fastener N17 at 6" o.c. Vertical leg of "Z" closure should be 4" from center of hip.
UPill� gill,
]
-)
UNITED 6TRUCTIIRES OF AMERICA,
Mt 5d6CWo`xi
H TON TEYA611031
291-M3-e341
DESCRIPTION: ERECTION PLAN
CU5T0MER: KN5 CONSTRUCTION
LOCATION: FT PIERCE,FL
BUYER NO.r COLEMAN PLOOR CO. _
DRAWING BY DATE CHECK BY
_ TW 5-11-04
JOB " LOADS I DRAWING
3m83T 6EE COVER I ST2 Of 2
"RIGIl`,.IAf_
115" RIvET5
BOTH SIDES
B COVER
PI
O
O
I
0 w
w
N
H
IV-4
14'-$
EM
0 4 D 2 F 2 2 2 2 F 2 2 2 2 F
134'-8 0/0 STEEL
21'-6
2'-0 10'-0
22 2
O 0 I O
21'-6 21'-C6 2P-6
N
N
N
N
E E
E E
E E
E E
A D
D A A A A A
N
N
O
N
N
V
1
SH FLOOR ELE-=+IOO'-O
0
. D I.OF ALL BASE PLTS.
ELE.=+100'-O
42I4z
6
0,
ah
TYP.
O
2
2
1Ft %�
N
E
-j
"ClB
Q FY B \O
G
\O.
Ln
B B B B
.,
_�
O � m
N
N1
..
61
N
0
D ao
N
_4
_2
°'�
N
�0
V N
D
m
—
H W
22
N
Q � 0-1
6'-0 O/O
STL
N
D
D
N
AI
� a
IA IA IA IA
A
N
D�
�
� N
o m
?2 L2 22 22 22 � 4 1'-0
D
21'-6
DL +LL v= a K ANCHOR BOLT SETTING PLAN B G
A3 A.I
DL + WL J' � v= 9 K O O Q STEEL LINE
H= 1 K 5 6 WIND
2 4 2 3 FIN. FLOOR
MAX, E.W. COLUMN REACTION AT SEARING FRAME —
oa LINES 0.541) WIND_
Cs O " O2K 0.2K 5 K (IF RAMP
'The Anchor BoIV etaile shown on this drawing locate the Anchor Bolts --� ~ ~ a " -
CAL -
In reference to both the Building Steel Line and the outside of USA.'s K� I.I ¢
SUGGESTED panel recass of iR 1"1 K K
Dunited Structures of America Is responsible For the design of the anchor 1 1 I SECT I O1. II e MFOI
bolt to permit the transfer of forces between the bass plate and the 4,K 4 K V 1..� 1 V —
19'-4 - I 14'-8
anchor bolt In shear, bearing, and tenelon, but le no! responsible for the
DL +LL
transfer of anchor bolt forces to the concrete or the adequacy of the
K
anchor bolt In relation to the concrete.
Unless'. otherwise provided In the Order Documents, United Structures off
0.3K 0.3
—
BRACED BAY REACTION
America does not design and Is not responsible for the design, materiel,
SK
o4K
K
(e LINES 0.54'1)
and conatruction of the Foundation or foundation smbedmerts. The End
0 5 K
0.1
Use Customer should assure himself that adequate provisions are made
In the Foundation design for loads Imposed by column reactions of the
building, other imposed loads, and bearing capacity of the soft and
AN�G R BOL7 DETAIL SHOWN BELOW 16 BASED ON A
other Candidate of the building site.
PORTAL FRAME REACTION
DL +WLL
5U93E5TED US.A, DESIGN. PLEASE CONTACT YOUR
it to recommended that the anchorage and Foundation of the building In
be destgnad by a Registered Professional Englnaer experienced n the
b
(e LINES A.64D)
MAIN FRAME REACTIONS � LINES 8
ENGINEER RECORD FOR ANY SPECIAL EMBEDMENT
REQUIREMEN75. REF. GENERAL NOTE '2 ON THIS PAGE.
design of such structures. (Section A10 MBMA 1986 Low Rise Bulldlng
Systems Manuab NOTE: SHEAR AN61-E6 AND/OR ANCHOR
QBottom of all Base Plates are at the same elevation. (UNLESS NOTED) TIES ARE NOT FURNISHED BY U,SA.
LINE
LOADING AXIS H v
nZ)LILL
t
t,,rC>L"wL
ALL REACTIONS IN KIPS
LOADINCz
ANCHOR BOLT DETAIL
P-F*
SYMBOL
DIA.
OTY
L
AXIS
H
y
L
T
U.S.A.) " UP TO�;1/46TM
" OVER�
- A36 UT
A4
t
I/2"
66
A301 W.
45
5/8"
64
P-2"
A6
3/4"
56
Al
T/8"
24
I -8"
A8
I"
2,211
A10
1 1/4"
2 -4"
ANCHOR BOLTS (Bl' OTHERS )
Al2
1 1/2"
2'-0.
Max. 3'-0 oz.)
MASONRY
(By Ot era)
FIN. FLOOR
a.
e s..
SECTION 111D11
T I PROJ- I ISSUE I REV.
Ab D
0.1 K 0.0, 0.1K
2.0K1 3.5K 20K
O
DL
3.4 K O.OK 3.4 K
5.2K} 19.4K 6.2K
II LL
O &.1K O.OK 0.1K
�-
15.3K1 l 27.2K 8-1K
WLL I
0.1 K O.OK 8.1K
S.IKI 212K 153K
S.GK O:OK m.SK
'32K� 1 13.SK I.9K
WLL II
0.5 K O.OK 8.6K
1.9K1 13.SK 9.2K
1
WLR II
MAIN FRAME REACTIONS -a LINES 1-6
IN
HIM
STEEL ONE
4-d1° ANCH40P, BOLTS
BASE T PE llf=ll
O'-8
MASONRY
BTM OF BASE
44"mANCHOR 5OLT5
BASE T�/FE ''Gil
�6 2-12"m ANGI-IOR BOLTS
SOLDIER COLUMNS BAcaE T1 PE 1lIl
DESCRIPTION: ANCHOR BOLT SETTING PLAN
5T / CUSTOMER: KN5 CONSTRUCTION
USAlilp IIIIII LOCATION: FT PIERCE,FL
BUYER NO.: COLEMAN FLOOR CO,
UNITED STRUCTURES OF AMERICA, INC- RAWING BY DATE CHECK BY DATE
lea euscHC I 5/11/04 KTL 5/24/04
uoue*w+, tExns nurse JOB " LOADS DRAWING " ISSUE
281- 2-e2+1 30831 SEE "Ll" FI OF 1 1 O
22
8 (MIN.)
4-a"" ANCHOR BOLTS
le±AG E T T f= E 11 /4 I I
4-1"0 ANCHOR BOLTS
BASE T`f=E 11511
N
N \9
�J 0'-10 2 4
�� a4
4-VO ANCHOR BOLTS
BASE TiPE 11CII
ENDWALL
I / /— STEEL LINE
O'-10 2„
812
4-VO ANCHOR BOLTS
BASE TYPE 111DII
E
'a
"r
„