HomeMy WebLinkAboutBuilding PlansREVISIONS
140. TITLE 11 DATE
SYMBOL LEGEND
DETAIL NO.
DETAIL TITLE
DETAIL NO.
SHEET NO.
SECTION DETAIL TITLE
DETAIL N0. \
SHEET N0. �
PLAN DETAIL TITLE
LU C` I E F L 0" R I D A
DETAIL NO.
INTERIOR ELEVATION
SHEET NO.
�- PARTITION TYPE
101 ROOM NUMBER
O DOOR NUMBER/TYPE
O WINDOW TYPE
FACE B/4 CENTERLINE
�--DIMENSIONS
FINISH TYPE
GENERAL NOTES
1. All Work shall be performed in strict accordance with the Standard Building Code, 1994
edition, and all local ordinances. Reference to other standard specifications or codes shall mean
the latest standard or code adopted and published.
2. The General Contractor shall be responsible for complying with all codes, ordinances and shall
obtain and pay for all permits, certifications and the like, both temporary, permanent and special
permits when required.
3. The Contractor shall provide all required insurance for protection against public liability and
property damage for the duration of the Work. Contractor shall provide and maintain complete
workman s compensation, builders risk insurance, and other necessary insurance as may be
required. Proof of insurance shall be submitted to the Owner prior to commencement of Work.
4. All required taste 'shall be preformed by an approved testis laboratory at the Contractor's
expense. Test results shall be submitted to the Architect/engineer.
5. The Contractor's Request for Payment shall include release of liens for all materials, supplies,
and sub -contractors' work relating to request.
g. All Change Orders shall be approved by the Owner and signed by Architect and Owner prior
to commencement of any changes in the Work.
7. It shall be the responsibility of the Contractor to familiarize himself with all conditions of the
site relative to existing work and the construction documents prior to commencing Work. Job
site measurements are the full responsibility of the Contractor and/or Subcontractors.
S. The Contractor shall verify all dimensions in the field. Discrepenoies shall be reported to the
Architect prior to the commencement of the Work.
9. The Contractor shall coordinate the work of all trades at the time the work is performed on this
structure. No additional payments shall be made for the Contractor's failure to correct
conflicting field conditions. Correction of defects shall be completed without additional charge
and shall include replacement or repair of any other phase of installation that may have been
damaged during repair of such work. -
10. It is not the intent of these plane to show every minor detail of construction, the Contractor is
expected to furnish and install all items necessary to complete final work. "
11. Do not scale drawings to obtain dimensions. Any dimensions not indicated on drawings are
to be confirmed with Architect prior to commencement of Work.
12. Contractor shall comply with all statutory requirements related to waste disposal and safety
precautions as required by local ordinances.
13. The Contractor shall clean all areas of work after construction is complete, All trash and debris
shall be removed from job site at the Contractor's expense.
14. See architectural plans, elevations, details, and schedules for additional notes and information,
refer to speoffications for specific material requirements.
15. Contractor shall include in his bid all costs associated with materials, handling, delivery and
storage. Unless where noted otherwise, provide all labor, material, equipment and incidentals
necessary for complete Work. Contractor shall warrant and guarantee all materials and
workmanship for a period of one year from date of final completion and acceptance by Owner.
16. In the event of any need for special sequencing of work is required, the Contractor shall arrange
a conference with any parties deemed necessary for the purpose of special scheduling before
Work begins.
17. Contractor shall provide a construction schedule to the Owner indicating proposed timing prior
to commencing Work.
FACILITY EXPANSION
SCOPE OF WORK
DRAWING LIST
CS-1 COVER SHEET
I. CART BARN EXPANSION
SP-1.1
SITE PLAN
A-1.1
DEMOLITION PLAN & FLOOR
PLAN
A-1.2
EXTERIOR ELEVATIONS
A-1.3
REFLECTED CEILING PLAN &
ROOF PLAN
A-1.4
OVERALL BUILDING SECTION
& WALL SECTION Q CLERESTORY
A-1.5
WALL SECTIONS
A-1.6
DETAILS
S-1.1
FOUNDATION/SLAB PLAN &
BEAM/COLUMN PLAN
E-1.1
LIGHTING PLAN
E-1.2
ELECTRICAL PLAN
M-1.1
MECHANICAL PLAN
FS-1.1
FIRE SPRINKLER PLAN
II. NATURAL RESOURCES CENTER EXPANSION
SP-2.1 OVERALL SITE PLAN
A-2.1 FLOOR PLAN
III. NATURAL RESOURCES CENTER STORAGE BUILDING
A-3.1 FLOOR PLAN
IV. TURN BUILDING FACILITY
A-4.1 PLANS & SECTIONS
A-4.2 ELEVATIONS & WALL SECTIONS
A-4.3 DETAILS
MEP-4.1 MECHANICAL, ELECTRICAL, PLUMBING PLAN
PROJECT '-TEAM
OWNER
PROFESSIONAL GOLFER'S ASSOCIATION
ARCHITECT
DAVID MILLER & ASSOCIATES
319 CLEMATIS ST. SUITE 210 WEST PALM BEACH, FLORIDA 33401
MEP ENGINEER
TEELE & ASSOCIATES
2103 CORPORATE DR. BOYNTON BEACH, FL 33426
STRUCTURAL & CONSULTING ENGINEER
DESIGN PHASE 1
2831 EXCHANGE COURT SUITE A/B WEST PALM BEACH, FL 33409
ABV. Above
F.C.U. Fan Coil Unit
P.L. Property Line
AC Air Conditioning
F.D. Fire Damper
PLAN. Plaster
ACOUST. Acoustical
F. DRN. Floor Drain
PLWD. Plywood
A.C.T. Acoustical Ceiling Tile
F.H.C. Fire House Cabinet
PNT. Paint
ADMIN. Administrative
FIN. Finish
pOL. Polished
A.DRN. Area Drain
FIN.FLR./ F.F.Finish Floor
POL. Polished
A.F.F. Above Finished Floor
FIXT. Fixture
P.T.D. Paper Towel Dispenser
A.H.U. Air Handling Unit
FLR. Floor
P.V.C. Polyvinyl Chloride
ALUM., AL.Alummum
GALV. Galvanized
pTD. Painted
ANOD. Anodized
GL. Glass
R. Riser
APPROK. Approximately
ORD. Ground
R.A. Return Air
ASS. Asbestos
GYP.BD./G.B.Gypsum Board
Re. or R.Radius
ASPH. Asphalt
H. High
R.C. Reinforced Concrete
ASST. Assistant
HDWR Hardware
R.D. Roof Drain
BATT. Battery
H.M. Hollow Metal
REFL. Reflected
BD. Board
HORIZ. Horizontal
REFING. Refrigerator
BLDG. Building
H.PT. High Point
RET. Retaining
BLK., BLKG.Block, Blocking
HCf Hollow Clay Tile
RM. Room
SM. Beam
HT. Height
R.O. Rough Opening
BOT. Bottom
H.V. High Voltage
R.W:.D.P. Rain Water Drain Pipe
BR. Brick
H.W.H. Hot Water Heater
SCHED. Schedule
BRK. Breaker
I.D. Interior Design
S. DWGS. Structural Drawings
BRNZ. Bronze
I.DIA./I.D.Inside Diameter
SERV. Service
BTW. Between
INSUL Insulation
SH. Shower
CEM. PLAS.Cement Plaster
INT. Interior
SHT. Sheet
C.C. Center to Center
JAN. / J. Janitor
SIM. Similar
CEM. Cement
JT, Joint
SLID. Sliding
CER.T. or C.T.Ceramic Tile
KIT. Kitchen
S.N.D. Sanitary Napkin Disposal
C.G. Corner Guard
LAV. Lavatory(Washbasin)
S.N. DISP Sanitary Napkin Dispenser
C.H. Ceiling Height
L.C. Laundry or Linen Chute
SOAP DISPSoap Dispenser
C.I. Cast Iron
L.P. Low Point
SP. Special
C.J. Control Joint
LT. Light
SPECS. Specifications
CL Center Line
L.V. Low Voltage
SPK. Sprinkler
CLG. Ceiling
M. Meter(s)
SQ.
Square
CLR. Clear
MACH. Machine
S.S.
Service Sink
CMU Concrete Masonry Unit
MAS. Masonry
S.STL./ST.ST. Stainless Steel
COL. Column
MAX. Maximum
STL. Steel
COMP. Compressor
M.C. Medicine Cabinet
STN. Stain
CONC. Concrete
M.D.F. Main Distribution Frame
STOR. Storage
CONT. Continuous
MECH. Mechanical
STRUCT. Structural
CPT. Carpet
MECH. VENT.Mechanical Ventilation
SUSP. Suspended
DET. Detail
MEMB. Membrane
T. Tread
D.F. Drinking Fountain
MFR. Manufacturer
T.O.C. Top of Curb
DIA. or D.Diameter
MGR. Manager
TELE. Telephone
DIR. Director
MIN. Minimum
TEMP. Tempered
DN. Down
MISC. Miscellaneous
TH. Threshold
D.O. Door Opening
MM. Millimeter(s)
THK. Thick
D.O.H. Door Opening Height
M.O. Masonry Opening
T.O.S. Top of Slab
D.O.W. Door Opening Width
M.T. Metal Threshold
T.P.H. Toilet Paper Holder
DR. Door
MTD. Mounted
TRANS. Transformer
DWGS. Drawings
MTL. Metal
TRAN. Transom
EA. Each
MULL. Mullion
TRZ. Terrazzo
E.J. Expansion Joint
N.I.C. Not In Contract
T.O.W. Top of Wall
EL. Elevation
NO. Number
TYP. Typical
ELEC. Electrical
NOM. Nominal Dimension
UR. Urinal
E.O.S. Edge of Slab
N.T.S. Not to Scale
V.C.T. Vinyl Composition Tile
EQ. Equal
O.C. On Center
VERT. Vertical
EQUIP. Equipment
O.D. Outside Diameter
VEST. Vestibule
ESCAL, Escalator
OFCI Owner Furnished Contractor Installed
V.T.R. Vent Thru Roof
EX. Exposed
OFF. Office
W/ With
EXH. Exhaust
OPNG. Opening
W.C. Water Closet
EXIST. Existing
OPP.HD. Opposite Hand
WD. Wood
EXP. Exposed
PASS. Passenger
W.O. Where Occurs
EXT. Exterior
P.C. Precast Concrete
WP. Waterproof
F&B Food & Beverage
P.DWGS. Plumbing Drawings
W.R.M. Wet Riser Main
PL. Plate
M I S C E LLAN E 0 U S, LUCIV COiMTY
FIREVISIMCI
gel) IATSV C��` rd
®AT, - �q
BY.
Compliance to. 1 N.F.I?A. 101
• 2 Standard Building Code
3. S'late Fire Marshal Rules
4. Local Fire Codes
SEE ATT'AC1-1Tr �`-,,XRTMENT WRITE DTP
2400 RHODF I v;
_ANr,AW. TELEPHONE_ (561) 462-2312
SITE/LOCATION MAP
LEGAL DESCRIPTION
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES,
N.T.S.
NORTH
ISSUANCES
DATE TITLE
BED
PERMIT
CONSTRUCTION
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THE USE OF THESE PLANS AND SPSCD'-
ICATIONS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY HERE
PREPARED AND PUBLICATION THEREOF IS
EXPRESSLY IDHTSO TO SUCH USE.
REPRODUCTION, PUBLICATION OR RE -USE
BY ANY BETHOD, IN WHOLE OR IN PART,
WTHOUT EXPRESS WRITTEN CONSENT BY
THE ARCHITECT 1S STRICTLY PROHIBITED.
TILE TO THE PLANS AND SPECIFICATIONS
REVAINS WTH THE ARCHITECT RITHOUT
PREJUDICE, VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FASCIE EVIDENCE OF
THE ACCEPTANCE OF TRW RESTRICTIONS.
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DRM 07-12-99
SHEET NUMBER
Cs-1
1 OF
C-\ PROJ\ OTHER\ PGA
ISSUANCES
DATE TITLE
BID
PERMTF
CONSTRUCTION
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ICATIONS SHALL HE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY WERE
PREPARED AND PUBLICATION THEREOF IS
EXPRESSLY LIMITED TO SUCH USE.
REPRODUCTION. PUBLICATION OR RE -USE
BY ANY METHOD. IN WHOLE OR IN PART.
WITHOUT EMSS WRITTEN CONSENT BY
THE ARCHITECT B STRICTLY PROHIBITED,
TITLE TO THE PLANS AND SPECIFICATIONS
REMAINS WITH THE ARCHITECT WITHOUT
PREJUDICE. VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FASCIN EVIDENCE OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
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07-26-99
SHEET NUMBER
SP_1,1
1a6
ISSUANCES
DATE TITLE
BID
PERMIT
CONSTRUCTION
THE USE OF THEE PLANS AND SPECIF-
ICATIONS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY WERE
PREPARED AND PUBLICATION THEREOF IS
ERPRESSLY LIMITED TO SUCH USE.
REPRODUCTION, PUBLICATION OR HE -USE
BY ANY METHOD, DJ WHOLE OR IN PART,
WITHOUT EMSS WRITTEN CONSENT BY
THE ARCHITECT 14 STRICTLY PROHIBITED.
TITLE TO THE PLANS AND SPECIFICATIONS
RE" WITH THE ARCHITECT WITHOUT
PREJUDICE. VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FASCIE EVIDENCE OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
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DRM 07-26-99
SHEET NUMBER
A-1.1
1.10Fe
REVISIONS
1Tl'fLE DATEF_
C AklrI I /-I ACC AT /`I COCCT/lOV
n� NOI'TI ELEVATION
: SCALE: 1/8J$=1'-0T'
EXISTING REST ROOMS
EAST ELEVATION
SCALE: 1/8"=1'-0"
134' AFF.
ROOF BEARING
FAN. FLOOR
m'7
C WEST ELEVATION
��SCALE: 1/8"= -0"
SLOPING ROOF
BEYOND.
C.M.1 J. W
INE F MET PAN LS
TO MATCH G.
REFER TO DRWGS. SUPPLIED BY
METAL BLDG. MANUFACTURER
FOR ELEVATION ® EXPANSION.
EXISTING GOLF CAR STORAGE
-PROOF BEARING AT CLERESTORY
13'-2" AFF.
ROOF BEARING
OVERHANG
REFER TO DRWGS. SUPPLIED BY
METAL BLDG. MANUFACTURER
FOR ELEVATION.
0
FIN. FLOOR
z!
DC I z BRACKETS. WOOD CLERESTORY
- w TYPICAL STANDING SEAM (ALUMINUM
. ROOFING SYSTEM.
TYP. EXT. CEMENT PLASTER FINISH.
— — Y4'_4°
ROOF BEAR24G AT CLERESTORY
TYP. NOM. 4x10 WOOD ROOF BEAM. —�
TYP. NOM. 3x8 WOOD ROOF RAFTERS
TYP. 12"H. EXT. CEMENT (PLASTER FIN. BASE.
TYP. NOM. 4x4 WOOD BRACKETS. -
GOLF CAR �STIAGE EXPANSION E �
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EXISTING GOLF CAR STORAGE
�7 6 (�5� 4
STORAGE
�A
44'-4"
ROOF SEARING AT CLERESTORY
ISSUANCES
fILBID
TALE
PERMIT
CONSTRUCTION
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THE USE OF TIME PLANS AND SPECIF-
ICATIONS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY WERE
PREPARED AND PUBLICATION THEREOF IS
EXPRESSLY IAITED TO SUCH USE.
REPRODUCTION, PUBLICATION OR HE -USE
BY ANY METHOD. IN WHOLE OR IN PART,
WITHOUT EXPRESS WRTIfEN CONSENT BY
THE ARCHITECT IS STRICTLY PROHIBITED.
TITLE TO THE PLANS AND SPECIFICATIONS
RENAINS WITH THE ARCHITECT WITHOUT
PREJUDICE. VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FASCIE EVIDENCE OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
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CHECKED BY
DATE
DRM
07-26-99
SHEET NUMBER
A-1.2
1.2 OF 6
E
10
11
m
REFLECTED CEILING PLAN
SCALE: 1/8"=1'-0"
— PRE—ENGINEERED METAL BUILDING.
LOW PARAPET TO MATCH EXISTING.
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.. . . . .. . . . I 45,_2.
54'-0'
II GOLF CAR STORAGE
. . . . . I EXPANSION
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11 w.a�F
EXISTING ROOF.
Vwo F COx
IN. THE FIELD. .
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NOTE:
II PRE—ENGINEERED METAL BUILDING
MANUFACTURER -TO SUPPLY ROOF -
PLAN OF THIS AREA.
I I
_II
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PANEL CLOSURE
II ® HACK OF MANSARD.
I
I I
NEW ROOF CONSTRUCTION TO
II MATCH LINE OF EXIST. ROOF.
I I
REMOVE EXISTING
^. _ _ MANSARD ® EXISTING
h_ — — y BUILDING CORNER.
\
REROOF EXIST. AS REQ'D.
FOR NEW ROOF TIE-IN.
ROOF PLAN
SCALE: 1/8I$=1'-0'T
NEW MANSARD �
ROOF ASSEMBLY.
TYPICAL SLOPED ROOFING:
STANDING SEAM ALUMINUM ROOFING
FASTENED TO 5/6" COX PLYWOOD
SHEATHING & 1x6 T&G WOOD DECKING
® TYP 7:12 SLOPE TO MATCH EXIST.
ISSUANCES
DATEi TITLE
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THE USE OF THESE PLANS AND SPECIF-
ICATIONS SHALL HE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY WERE
PREPARED AND PUBLICATION THEREOF IS
EXPRESSLY LIMITED TO SUCH USE.
REPRODUCTION, PUBLICATION OR HE -USE
BY ANY METHOD, IN WHOLE OR IN PART,
WITHOUT EXPRESS WRITTEN CONSENT BY
THE ARCHITECT IS STRICTLY PROHIBITED.
TITLE TO THE PLANS AND SPECIFICATIONS
FOLMAR WITH THE ARCHITECT WITHOUT
PREJUDICE, VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FASCIE EVIDENCE OF
THE ACCEPTANCE OF THESE HESfRIMONS.
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DRM 07-26-99
SHEET NUMBER
A-103
1.3 OF 5
No. REVISIONS TITLEDATE
24'-4" A.F.F.
HEARING
23'-3" A.F.F.
HEAD HEIGHT
21'-3" A.F.F.
SILL HEIGHT
13'-2" A.F.F. —
TOP OF BEAM
A.F.F. —
HEAD HEIGHT
D'-0" A.F.F.
TOP OF SLAB
rid
OVERALL BUILDING SECTION
NOTE:
ALL HEIGHT INDICATED ARE BASED UPON EXISTING
CONDITIONS. VERIFY EXISTING CONDITIONS IN THE
FEILD AND MATCH ALL EXISTING HEIGHTS AS
REQUIRED.
_ 24'-4" A.F.F. —
BEARING
12
71
42:
1'-0'
WALL SECTION 1@01 CLERE
TYPICAL BUILDING SECTION NOTES:
PRE-ENGINEERED WOOD ROOF TRUSSES. REFER
TO STRUCTURAL DRAWINGS.
4x4 WOOD CLERESTORY BRACKET. REFER TO
REFLECTED CEILING PLAN FOR LOCATIONS.
4x10 CONT. WOOD BEAM
FIXED CLERESTORY WINDOW UNIT. TINT BLACK
WITH FILM.
STANDING METAL ALUMINUM ROOFING SYSTEM OVER
30# FELT FASTENED TO 5/8" CDX PLYWOOD SHEATHING
AND/OR lx6 T&G WOOD ROOF DECKING.
5/8" MOISTURE -RESISTANT DRYWALL CEILING
W/ PAINT FINISH- ANCHOR TO TRUSSES.
CONTINUOUS CONCRETE BEAM.
3x8 WOOD ROOF RAFTERS. REFER TO REFLECTED
CEILING PLAN FOR SPACING INFORMATION.
4 1/2" PAINTED DRYWALL PARTITION
4x4 WOOD BRACKET. REFER TO REFLECTED
CEILING PLAN FOR LOCATIONS.
3/4" SMOOTH PAINTED STUCCO FINISH OVER
C.M.U.
CONCRETE SLAB ON GRADE. SEE FOUNDATION
PLAN.
SCALE: 1/4"I1"-0"
PRE—ENGINEERED WOOD ROOF TRUSSES
TYPICAL 5/8" CDX PLYWOOD SHEATHING
TYPICAL STANDING SEAM METAL ROOFING OVER
30# ASPHALT SATURATED FELT.
3x8 WOOD RAFTERS ® 2'-3" O.C.. REFER TO
REFLECTED CEILING PLAN FOR RAFTER LOCATION
AND SPACING. NOTCH ® BEAM.
lx6 T&G WOOD DECKING
CONT. PREFORMED METAL DRIP FLASHING BY
ROOFING MFR. OVER CONT. lx2 WOOD DRIP.
4x10 WOOD BEAM. ANCHOR W/ 1/2" BOLTS. _
EXT. CEMENT PLASTER FINISH OVER GALV. METAL
LATH OVER 30# ASPHALT SATURATED FELT TIN —
TAGGED TO 5/ " EXT. CDX PLYWOOD SHEATHING.
TYPICAL 4x4 WOOD CLERESTORY BRACKET
W/ 1/2" BOLTS.
WOOD FRAME CLERESTORY FD[ED GLASS UNIT.
CONT METAL SILL/ROOF FLASHING.
SEE DETAIL 6/A-1.6.
II �I 2x6 FRAMING SISTERED TO TRUSS VERTICALLY.
I I I I
II II
I I I I X—BRACE BETWEEN TRUSSES THIS PLANE (TYP)
I
II II
I I I I
I I I I
II II
II II
II II
I I
II II
II II
II II
II II
II II
STORY
SCALE: 3/4"=1' -0"
I � II II II II II II -� I
STUCCO OVER GALV. {1 —I I
METAL LATH OVER I I
30# FELT OVER 5/8"I I I I
PLYWOOD OVER 2x IF --
WOOD FRAMING. I I I I I I I I I+
�i II II I� I
=I-Z '-
I IL 1T
I L= II II__ II II II II =J I
L-- —1L—11--Ji JL— --J
2'-1• 5'-4-
W'-B'
PLAN Cl CLERESTORY
SCALE: 1/4"=1'-0"
ISSUANCES
DATE TITLE
BED
PERMIT
CONSTRUCTION
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THE US OF """' PLANS AND SPBCD'-
ICATION9 9EIAIL BE RBSIRICT60 TO THE
ORIGINAL SITE FOR WIDCFI THEY WERE
PREPARED AND PUBLICATION THEREOF IS
E)PRESSLY METED TO SUCH USE.
REPRODUCTION, PUBLICATION OR RE -USE
EY ANY METHOD, IN WHOLE OR IN PART,
WITHOUT RIPRESS WRITM CONSENT BY
THE ARCHITECT IS STRICTLY PROHIBITED.
TITLE TO THE PLANS AND SPECIFICATIONS
REMAINS WITH THE ARCHITECT WITHOUT
PREJUDICE. VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PERIA FASCIB EVIDENCE OF
THE ACCEPTANCE OF THESE RMFUCIONS.
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CHECKED BY DATE
DRM 07-26-99
SHEET NUMBER
A-1.4
C:\ACAD\PROD\OTHER\PGA
ND. REVISIONS LE 11 DATE
n
WALL SECTION W/ BRACKET DETAIL
SCALE: 3/4"=1'-0"
REFER TO SHOP DRAWINGS FOR ALL
PRE—ENGINEERED METAL BUILDING
COMPONENTS, DETAILS, CONNECTIONS,
ETC.
CONT. PREFORMED METAL CEP
FLASHING BY ROOFING MFR.
FINISHED METAL WALL PANEL OVER —
DG. PAPER TIN —TAGGED TO 1/2" CDX
ID SHEATHING FASTENED TO 2x4 WOOD
PARAPET WALL.
—ENGINEERED WOOD ROOF TRUSSES. —
NT. P.T. 2x WOOD BEARING PLATE. —
. STEEL CHANNEL WELDED TO STEEL
IERS SUPPLIED BY PRE—ENGINEERED
BUILDING MANUFACTURER. REFER TO
UCTURAL DWGS FOR STEEL SIZE &
CONNECTION.
GALVALUME ROOF PANEL
INSTALL TO MATCH
EXISTING ROOF.
ROOF PURLINS SPACED AS PER PRE —
!RED METAL BUILDING MANUFACTURER'S
;ATIONS. VERIFY & COORDINATE PURLIN
SPACING.
4T. STEEL PURLIN SUPPORT ANGLE. —
POURED CONCRETE BEAM W/ (8)—#5'S
1D #3'S ® 16" O.C. ENTIRE SPAN.
RAL STEEL FRAME BY PRE—ENGINEERED
JILDING MANUFACTURER SLOPED AS PER
[ANUFACTURER'S SPECIFICATIONS.
AL TUBULAR ALUMINUM OPEN GRILLE
INSECT SCREEN. SEE DETAIL 9/A-1.6.
T. CEMENT PLASTER "BULLNOSE" LEDGER
;LOPE LEDGE 1/2" MIN FOR DRAINAGE.
MATCH EXISTING PROFILE.
'PICAL 12" C.M.U. W/ HORIZONTAL
JNFORCING ® 16" O.C. FILL CELLS
1#5 ® 4'-0" O.C. MAX. AND ® ALL
RS AND DOOR & WINDOW JAMBS. (TYP)
'XT. PAINTED CEMENT PLASTER _FINISH
I/2" EXT. CEMENT PLASTER BASE
CO STRUCTURAL DRAWINGS & DRAWINGS
) BY PRE—ENGINEERED METAL BUILDING
FACTURER FOR STEEL COLUMN BOLT
;ONNECTIONS TO CONCRETE SLAB
MONOLITHIC
FOOTING
W/
3#5'S
CONT.
STEM WALL
FOOTING
W/
3#5'S
CONT.
:ONCRETE SLAB W/ 6x6 10/10 WWM
OVER POISONED, COMPACT FILL.
in
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�� BEARING
\c MATCH EXISTING
B.-0'
SCALE: 3/'4"=1'-0"
_ 0'—O" A.F.F.
TOP OF SLAB
ISSUANCES
DATE Tnu
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PERMIT
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ICATIONS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY WERE
PREPARED AND PUBLICATION THEREOF IS
EXPRESSLY LIMITED TO SUCH USE.
REPRODUCTION, PUBLICATION OR RE -USE
BY ANY METHOD, IN WHOLE OR IN PART,
WITHOUT EXPRESS IWITEN CONSENT BY
THE ARCHITECT IS STRICTLY PROHIBITED,
TITLE TO THE PLANS AND SPECIFICATIONS
REMAINS WHIR THE ARCHITECT WITHOUT
PRLIUDICE. VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FASCIN EVIDENCE OF
THIN ACCEPTANCE OF THESE RESTRICTIONS.
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07-26-99
SHEET NUMBER
A-1.5
1.5076
RAISED SEA]
ALUM. ROOF
NOREVISIONS 11 DATE
RAISED SEAM ALUM. ROOF —
30# ASPHALT SATURATED FELT
5/8" PLYWD. SHEATHING
W/ EXT. GLUE
VALLEY FLASHING
CLIPS
CAP FLASH
"Z" CLOSURE
SEALANT
RAISED SEAM ALUMINUM ROOF
30# ASPHALT SATURATED FELT
5/6" PLYWOOD SHEATHING W/
EXT. GLUE.
METAL PANEL
NOTE:
G.C. TO SUBMIT SHOP DRAWINGS
FOR ARCHITECT'S REVIEW.
SCALE: 3"=1'
SCALE:
PRECAST CONCRETE LINTEL
W/ 1#5.
3/4" SQUARE ALUMINUM
INSECT SCREEN
1 1/4" SQUARE ALUMINUM
TUBULAR FRAME- ANCHOR
® JAMBS & HEAD ONLY.
In
BLOCKING AS REQ'D.
STUCCO FINISH
12" CONCRETE LINTEL BLOCK.
FILLED W/ 2#5'S CONT.
SCALE: 3"=1'-0"
CAP FLASHING ASSEMBLY
PRE-ENGINEERED WOOD ROOF TRUSSES
NOTE:
G.C. TO SUBMIT SHOP DRAWINGS
FOR ARCHITECT'S REVIEW.
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SCALE:
CLERESTORY WINDOW
SEALANT
FLASHING & C
2x4 BLOCKING
NOTE:
G.C. TO SUBMIT SHOP DRAWINGS
FOR ARCHITECT'S REVIEW.
"Z" CLOSURE
SEALANT
RAISED SEAM ALUMINUM ROOF —
OVER 30# ASPHALT SATURATED
FELT OVER 5/8" EXT. GRAD
PLYWOOD SHEATHING
STANDING SEAM ALUMINUM ROOF
30# ASPHALT SATURATED FELT-
5/8" CDX PLYWOOD
lx6 T&G WOOD SHEATHING
3x8 WOOD RAFTER
® 2'-3" O.C.
DRIP FLASHING
lx3 P.T. NAILER
4x10 WOOD BEAM
TAPER END OF RAFTER
4x4 DOUBLE BRACKET. (SEE -
PLANS) 1 1/2" SPACER BETW.
SCALE: 1 1/2"=1'-0"
12" C.M.U.
TYPICAL HOLLOW METAL
WRAP -AROUND FRAME W/
1/2" BACKBEND CONCRETE
FILLED.
TYPICAL MASONRY JAMB
ANCHOR. EVERY THIRD
COURSE.
GALVANIZED HOLLOW
METAL DOOR.
SEALANT
CORNER BEAD
STUCCO FINISH.
NOTE: PROVIDE BOTTOM CLIP
ANGLE W/ MIN. 2 HOLES
FOR ANCHORAGE.
5/8" PLYWI
SHEATHING
30# ASPHALT —
SATURATED FELT
NOTE:
G.C. TO SUBMIT SHOP
DRAWINGS FOR ARCHITECT'S
REVIEW.
SEALANT
RIDGE/VENT
FLASHING
'Z' CLOSURE
SCALE. 3"=V-0"
// / / I i
METAL ROOF PITCH BREAK DETAIL
I 11\
7 H.M. DOOR JAMB DETAIL
$ O.H. DOOR JAMB DETAIL
j
SCALE: 3 =1 -0
" "
SCALE: 3"=1'-0"
SCALE: 3"=1'-0"
3x8 RAFTER
H'-B•
HOLLOW METAL
•
DOOR FRAME-
+
4x10 CONT. WOOD BEAM
ANCHOR TO EXT.
WALL
1/2" DIA. T
U-BOL
WITH
s'-s
1/2" GYPSUM BO
_.
WASHERS ®
RACKET
TO BEAM
4
& RAFTER T
BEAM
ONNECTIONS.
3 1/2" METAL STUD 0 18" O.C.
L 6"x4"x5/1
8 1/2'
LONG
EXTERIOR WALL
ANCCOHOR SECURELY ABOVE &
3 " ME/ STUD —
W/ (2) 1/2'
4' EMBEDREDHEADS
WALL W 1 2 GYPSUM
WALL
IN ANGLE
EXTERIOR
INTERIOR
WALLBOARD EA. SIDE
CAULK
HOLLOW METAL
4"x4" BRACKET
(2) W
1/2" DIA.
• •
H.C. LOW -PROFILE
DOOR FRAME
RECESSED BOLTS.
;�
ALUM. THRESHOLD
SET IN SEALANT-
t
ANCHOR TO NEW
1/2"x4" EMBED
REDH
ADS (TYP)
SLAB
H.M. DOOR
IN EACH VE
ICAL.
SIDEWALK & TOP OF
SLAB TO BE FLUSH.
R-19 BATT INSULATION W.O.
SIDEWALKBLDG.
CONC. SLAB
L'-0• 5-0.
o
I
FACE OF 12"x12" COLUMN
FACE
TYPICAL BRACKET DETAIL
H.M. DOOR SILL DETAIL
11
PARTITION DETAIL
12
DOOR DETAIL
13
0
SCALE: 3/4•=1'-0"
SCALE: 1 1/2"=1'-0•
SCALE: 1 1/2"=1'-0"
8" X 12" X 16" C.M.U.
(8" X 8" X 16" C.M.U. W.O.)
FILLED CELL W 1 #5
0 4'-0 O.C. (TYP)
1 1/2"X8"X28 GA.
?
CORRUGATED MASONRY
'•
ANCHOR- FASTEN TO
EXIST. MASONRY W/
1/4" DIA TAPCON ANCHOR
0 16" O.C.
MATCH FINISH
EXISTING WALL
NOTE:
TIE NEW FOOTING INTO EXIST.
FOOTING W/ (2) 12"L #5
DOWELS EPDXIED INTO EXIST.
FOOTING.
V� I•F•
NEW WALL ADJOINING EXISTING MASONRY)
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PREPARED AND PUBLICATION THEREOF 15
EXPRESSLY LIMITED TO SUCH USE.
REPRODUCTION, PUBLICATION OR RE -USE
BY ANY METHOD, IN WHOLE OR IN PART,
WITHOUT EXPRESS WRITTEN CONSENT BY
THE ARCHITECT IS STRICTLY PROHIBITED.
TITLE TO THE PLANS AND SPECIFICATIONS
REMAINS WITH THIN ARCHITECT WITHOUT
PREJUDICE. VISUAL CONTACT ITTH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FASCIE EVIDENCE OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
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07-26-99
SHEET NUMBER
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1.60r 6
T
10 11
-4"
26'-7
PRE-ENGINEERED METAL
NEW STEEL
—
-
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BUILDING TO MATCH EXISTING. I
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RECONFIGURE EXISTING
ACCESS DRIVE.
NOTE.
FILL ALL MASONRY CELLS W/ 1#5 ® 4'-0"
O.C. MAX AND ® ALL CORNERS AND WINDOW
6•_1
_
-1D•
& DOOR JAMBS. (TYPICAL)
32'-4•
FOOTING SCHEDULE
MARK
SIZE
DEPTH
BOTTOM
REINF.
TOP REINF.
REMARKS
F-1
5'-0"
x
5'-0"
14"
#6'S ®
8"O.C. EA. WAY
#
WS
®
8"O.C.
EA.
WAY
COLUMN
FOOTING
F-2
4'-0"
x
4'-0"
14"
#6'S ®
8"O.C. EA. WAY
#
6'S
6
8"O.C.
EA.
WAY
COLUMN
FOOTING
F-3
5'-0"
x
5'-0"
14"
#6'S ®
8"O.C. EA. WAY
#
WS
®
8"O.C.
EA.
WAY
COLUMN
FOOTING
F-3A
4'-0"
x
4'-0"
14"
B'S ®
8"O.C. EA. WAY
#
WS
&
8"O.C.
EA.
WAY
COLUMN
FOOTING
F-4
2'-0"
x
1
12"
3 5'S
CONTINUOUS
STRIP FOOTING W 3'S ® 18"O.C. TRANSVERSE
F-4M
2'-0"
x
1
12"
1 3 5'S
CONTINUOUS
MONOLITHIC FOOTING
n'FOUNDATION & SLAB PLAN
SLAB PLAN
. SCALE: 1/8"=1'-0"
v uaa.
W/ 4#5'S CONT. (TYP)
/ L-2
B COLUMN 81 BEAM PLAN
SCALE: 1/8"=1'-0"
LTB-1
L-2
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I METAL BLDG. MFR.
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I BO TS TO CONC. SLAB. COORD. W/ BLDG. MFR.
REFER TO DWGS. BY METAL
-- BLDG. MFR. FOR ALL BOLT
II I SIZES AND LOCATION.
II EXTEND SLAB POUR OVER FOOTING
I� 4 CONC. SLAB W/ 6x6 10/10
WWM OVER POISONED COMPACT
II
FILL & VAPOR BARRIER.
II II -- - - - - - - - - - - - - - -
II II /
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- EACH WAY TOP & BOTTOM.
C L.
F00 ING
4'-0" (F-1A)
•
4 CONC. SLAB W/ 6x6 10/10
WWM OVER POISONED COMPACT
FILL &VAPOR BARRIER.
SCALE: 3/4"=1'-0"
STEEL COLUMN/FRAME 18Y
METAL BLDG. MFR.
C L.
BO TS
REFER TO DWGS. BY METAL
BLDG. MFR. FOR ALL BOLT
SIZES AND LOCATION.
4'-0"x4'-0"x14"D. CONCRETE
FOOTING W/ #6'S ® 8" O.C.
EACH WAY TOP & BOTTOM.
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SCALE:
STEEL COLUMN/FRAME BY
METAL BLDG. MFR.
12" C.M.U. EXTERIORWALL
WALKWAY SLAB
REFER TO DWGS. BY METAL
BLDG. MFR. FOR ALL BOLT
SIZES AND LOCATION. I
EXTEND SLAB POUR OVER FOOTING
4" CONC. SLAB W/ 6x6 10/10
WWM OVER POISONED COMPACT
FILL & VAPOR BARRIER.
---------------�\
5'-0"x5'-0"x14"D. CONCRETE • �` —•_ �I i p- • Vie•
FOOTING W/ #6'S ® 8" O.C. e- II IL _
EACH WAY TOP & BOTTOM. ..n ._ w ,°_i_ — ° :> • ' _e -
C L.
F0ING
6'-0" (F-3)
4'-0" (F-3A)
11 REVISIONS
NO. 11 TFFI.E 11 DATE
ISSUANCES
R
TITLE
6m
PERMIT
CONSTRUCTION
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THE USE OF THESE PLANS AND SPECD+-
ICATIONS SHALL RE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY WERE
PREPARED AND PUBLICATION THEREOF IS
EXPRESSLY MUM TO SUCH USE.
REPRODUCTION, PUBLICATION OR RE -USE
BY ANY METHO➢, IN WHOLE OR IN PART,
WITHOUT EXPRESS WRITTEN CONSENT BY
THE ARCHITECT IS STRICTLY PROHIBITED,
TILE TO THE PLANS AND SPECIFICATIONS
HENAINS WrrH THE ARCHITECT WTHOUT
PREJUDICE. VISUAL CONTACT WITH THESE
PLANS AND SPECUPICATIONS SHALL
CONMTfUTE PRDAA FASCD: EVIDENCE OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
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AS NOTED
CHECKED BY
DATE
DRM
07-26-99
SHEET NUMBER
5-1.1
1.1 or 6
REVISIONS
NO. 11 TITLE 11 DATE
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UNIT
MFGR. MODEL NUMBER
CFM
SP
RPM
AMPS
ELECTRIC REQ.
REMARKS
NO.
VOLT
PHASE
EF-1
GREENHECK / GB-360
16,000
.500
685
208
3
1
EF-2
GREENHECK GB-360
16,000
.500
685
208
3
1
1. FURNISH WITH OLT30 SPEED CONTROLLER TO F1EC. CONTR. FOR INSTALLATION
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F
AQ_1 - BE BUILT-IN 'd SERIES SLOPE -TOP WITH
WINDOW SLEEVE.
MODEL NUMBER:
A,ES12DC
WALL CASE
RA846/47/48
COOLING BTUH:
11,600/11,400
HEATING BTUH:
11,600/9,500
VOLTS
208/1/60
EER:
9.0
& ASSOCIATES
7[7,7]TEELE
CONSULTING ENGINEERS
p1"q "Inli MIWF
IVIlbr1iCl_ H. IttLt, r.t.
ENGoNE—rR OF RECORD
FLORIDA riDE STRATIC N
P E 32006
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ISSUANCES
DATE TITLE
Btfl
PERMIT
CONSTRUCTION
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ICATIONS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY WERE
PREPARED AND PUBLICATION THEREOF IS
EXPRESSLY LOIITED TO SUCH USE.
REPRODUCTION, PUBLICATION OR RE -USE
BY ANY METHOD, IN WHOLE OR IN PART,
WITHOUT EXPRESS WRITTEN CONSENT BY
THE ARCHITECT IS STRICTLY PROHIBITED.
TITLE TO THE PLANS AND SPECIFICATIONS
REOM WITH THE ARCHITECT WITHOUT
PREJUDICE. VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SNAIL
CONSTITUTE PRIMA FASCIE EVIDENCE OF
THE ACCEPTANCE OF THESE RESTRICTIONS
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� M-1
KEYED NOTES:
REVISIONS
NO. 11 TITLE 11 DATE
ELECTRICAL SPECIFICA110NS
`
t GMA31C SPEURCATICNB
A. GENERAL
The requirements of the general, supplementary and special conditions of the
1
contract specifications and drawings are hereby made a part of this section
'
34;.
wof the specifications. It is the Intent of the plans and specifications to provides
' a complete and operating Installation including all obviously necessary Items ;
ti
'.even though Items are not indicated on the drawings or specifications.
,•PERMITS, SALES TAX, ETC.:
`r.#44•,z s dr
'""< The contractor shall secure and pay for all permits, State Sales Tax, Federal
LIGHTING FIXTURE SCHEDULE
TYPE
VENDOR
CATALOG NUMBER
DESCRIPTION
MOUNTING
I LAMP
VOLTAGE
I REMARKS
A
MID -WEST
F20296CW120
FLOURESCENT
SURFACE
2-F60WT12
120
8'
B
MID -WEST
IM232SS0120
FLUORESCENT
SURFACE
I 2-F32WT8
1120
-
E
DUAL-UTE
EZ-2
EMERGENCY
ISURFACE I
WITH -FIXTURE J
120
-
,,
Excise Tax, royalties and other taxes or fees as required for installation of a
is
-.complete system as outlined herein and as shown on the plans. The
g
h - contractor shall secure all necessary licenses and Insurance.
0 CODES:
p'The work shall comply with latest applicable requirements of the NFPA ",1
and all local codes governing this installation as a minimum standard unless
t s
slated hereto or shown on the plena require a higher minimum
',f,,apeclflcationa
standard.
E. BRANDS OF EQUIPMENT:
Where one manufacturer only is named, the bids shall be based on furnishing
equipment or materials by this manufacturer. Products of other manufacturers
will be considered for use if In the engineers opinion the Item requested for
substitution Is equal to that specified. Where no manufacturers are named,
the contractor shall select equipment or material which meets the specifications.
a `=
F. DEPARTURES FROM DRAWINGS:
The contract drawings indicate the extent and general arrangements of -.
equipment and systems. If any departures from the contract drawings are
deemed necessary by the contractor, detalls of such departures and
<reasons therefore shall be submitted to the engineer for approval. No such
departures shall be made without the prior written approval of the engineer. .
G. ' `,.CHANGES:
The contractor shall conform to all reasonable changes without additional
cost
H. ERRORS AND OMISSIONS:
All obvious errors and/or omissions In the above mentioned documents shall
be called to the attention of the engineer at least four days prior to the bid
',•
date. If notification Is not received, no extras to the original drawings and
specifications will be authorized.
I. GUARANTEE:
The contractor shall provide a guarantee against defective workmanship,
materials or equipment for a period of one year from the date of acceptance.
This guarantee shall include all costa encountered in the replacing of
f° iP.
defective work or materials. The contractor shall convey to the owner any
additional guaranties or warranties provided by the manufacturer of an
Individual Item, equipment or material.
2, RACEWAY
A. EMT:
F
Shall be used for all branch circuit wiring in areas above grade and within the
s - the building. All EMT shall be galvanized. All EMT fittings shall be steel with
• .k°, set 8Cr8W8.
B. PVC:
Shall be schedule 40 high Impact, UL approved, and shall be installed
underground or in the slab. I-
C RShabeused
ll NOed for all exterior Installation where mechanical damage Is
�";Possible.
3 �,': WFIE AND CABLE
A CONDUCTORS:
Shall be copper. Insulation shall be type THHN/THWN for ALL sizes.
',, Minimum size wire No. 12, Conductors NO. 10 and larger are to be stranded.
` ='Branch conduit outlets shall be connected as Indicated. l
B COLOR CODES: �-
:i.Conductors shall be color coded throughout. Some color shall be used for
branch circuit wiring of a given phase. Grounded conductors No. 4 AWG and larger i
�'�,;:-may be Black, But shall be Identified with colored tape In Junction boxes, pull r
" boxes, panels and service equipment. I
•,�� (01--120/240V or 120/208V systems !
�1 Three wire circuits - one black, one red and one white-'
2� Four wire circuits - one black, one red, one white, one blue.
3 277/480V systems -one brown, one orange, one yellow, one gray
Continuity of neutrals of multi -wired branch circuits shall not be -
=•t made on terminals of any device. This will assure no opening of
9" neutral In replacement of device.
y C. SPLICES: I
�a #10 and below - Scotchlok or equal I
b3#8 and larger Not allowed ?
41 BOXES
+ A.` V,�,� OUTLET BOXES: ?
ed steel for an size
s required.
1
<,< Section welded galvanized stamp gong eq -
9
` �;,Sectlonal boxes will not be acceptable. Boxes larger than---------�•------- t
standard shall be provided in accordance with the National Electrical Code
" •• „ •. ,where necessary to prevent crowding of wires. o'
�`
x�•�`�°s 6 s*.> FLOOR Boxes:
To be Carson E971FB with E97ABR adapter for cast Bronze cover piatea as4-4
manufactured by Steel City.
a. WNING DEVICES
A.M MOUNTING HEIGHTS:
M , (a))Switches at 4'0' or as noted
F' `b3Receptacles at 18" or as noted
(c Telephone outlets at 18" or as noted
< r S. ..,a WAIL SWITCHES: I. �..
Shall be intermediate grade, quiet -type, high performance switches rated at
15A.277v. Color and switch plates as directed by the Architect and Interior
Decorator.
C. RECEPTACLES:
See general notes on this sheet for requirements.
D. POWER OUTLETS:
Leviton or Slater, type and size as noted.
E. DIMMER SWITCHES
=.a.„.+.-®_-a�m�.a,..•.._,.,_...,�,..��is m.��.�,m,;�..��._®. .s.. �., s..�.^_. �. ere —me ._ _�;. _w ...,�M.�.�.—..tea. .». m..��.,=,��'_._ -.___® —
r -1 F-'-'-"-I F- ---- i'-----i. F—"-1 1--.�._T_---I 1- -i r--
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i ! i I?
i re EXISM0 Mcr
4 -if--?F-..+._:._.iI-.. Ih -- - i! - w.....}_ ®il ..- }�--i I Writ TO 9 AS sI °crM
} t Fsi i H H +el k i faf
I
I I -A H I E-_f 1-1 1 F-1 F{ 1 { 1 1
I H H
IW H I I 1 f
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L__J L___ I __J L___r L__ L L. L_-----J 2 _
e
PANL Ca
I
l
I
v Shall be equal to Lutron #N - 1500 ML slide dimmer with touch - buttoner-
on/off switch with Lutron #N - SML for three way control. Low voltage -
dimmers shall be Nova Series, load coordinated as required.
a DMADONNECT SWITCFES
Shall be furnished with enclosures as required by exposures either NEMA 1
or 3R and shall be horsepower rated, heavy duty with fuses as noted.
B NON -FUSIBLE DISCONNECT SWITCHES:
�Iw
Cl� CONNECT NEW EMERGENCY LIGHTING
UNITS TO EXISTING CIRCUIT CA-28
AS NEEDED.
GENERAL NOTES:
1. CONNECT NEW LIGHTING IN EXPANSION
TO EXISTING LIGHTING CONTROL
SYSTEM.
rT a, Shall be provided for all motors located out of sight o mo or con r er an
where indicated on the drawings. Disconnect switches shall disconnect all
ungrounded conductors.
C. FUSES: \ -
T To be furnished for fusible equipment Motor fuses shall be bus fusetrons �...
rated between 125 and 150 percent of motor name plate rating. Furnish
extra set of spare fuses for each fused disconnect installed. Spare fusee 111 \\\
to be placed within a fuse cabinet located In the electric room.
7. PANELBOAFIR LOADIDEJTHi _ 1
A. Loadcentera shall be as noted on plans with cover and typewritten directory \ - -
Inside of cover. Panelboards shall be the product of Gutier-Hammer or
a . Square D. '. 1
\. `
i \�
,
8. LKN•ITtdQ FIXTURES
A. Unless otherwise noted, Light Fixtures will be furnished and installed as indicated
on the lighting fixture schedule for Installation by the electrical contractor.
ti
9. TION
A. ' Tag all conductors and Identify major conduits in or at wireways, panels,
pullboxes, switchboards, motor controllers, cabinets and similar Items to
assist In future circuit tracing. Conductor tags shall be nonconductive.
t, B. Identify all circuits and equipment to correspond with the plans and
I; specifications.
CLEAN-UP
A afi. On completion of work, remove all excess material, equipment and debris.
Leave workspace In dean condition.i
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D ASSOCIATES 2103C0RP ORATE CHIVE
aa, BCYNTON SEAgH, FLORN]A 33426 (561) 738-4747
MIRIAEL k.TEELE, P.E.
`= P.E.32006
D A F
ISSUANCES
DATE TITLE
:A Bra
PERMIT
CONSTRUCTION
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THE USE OF THESE PLANS AND SPECIF-
ICATIONS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY WERE
PREPARED AND PUBLICATION TMREOF IS
EXPRESSLY LIMITED TO SUCH USE.
REPRODUCTION, PUBLICATION OR RE -USE
BY ANY METHOD, IN WHOLE OR IN PART,
WITHOUT EXPRESS WRITTEN CONSENT BY
THE ARCHITECT 19 STRICTLY PROH@ITED.
TITS TO THE PLANS AND SPECIFICATIONS
REMAINS WITH THE ARCHITECT WITHOUT
PRERIDICE. VISUAL CONTACT WffH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FASCIE EVIDENCE OF
THE ACCEPTANCE OF THESE IaSITUCTIONS.
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CHECKED BY DATE
MT 7/30/99
SHEET NUMBER
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'DPB' PANEL PANEL PANEL PANEL PANEL PANEL PANEL
PANEL
PANEL
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60DA "CA" "CB" "CC" "CD" "CIE" "T" "CIF"
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LIGHT LINE WEIGHT IS EXISTING,
---
HEAVY LINE WEIGHT IS NEW.
+ 4
EXISTING ELECTRICAL RISER DIAGRAM -MODIFIED
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MEL.BOAM "CIF"
RATED VOLTAGE 120/208V, 3 PHASE, 4 WIRE LOCATION SEE PLAN
RATED AMPS 200 MOUNTING SURFACE
MAIN LUGS ONLY FEEDER CONDUCTORS (4)-1 THHN CU
BRANCH POLES 42 FEEDING CONDUIT 1 1/2
BRANCH DEVICES PLUG -ON MANUF. CAT. NO. SQ. D 'NQOD'
BUS AMPS
DESCRIPTION
BREAKER
OR.
NUM.
BREAKER
DESCRIPTION
BUS AMPS
A
B
C
TRIP
OLE
TRIP
A
B
C
8
BATTERY CHARGER
20
TITI
F2
1
120
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
13
1 4 11
1
1 20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
15
1 8 11
1
1 20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
7
1 8 11
1
20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
9
10
1 1
20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
11
12
1 1
20
BATTERY CHARGER
8
B
BATTERY CHARGER
20
1
13
14
1
20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
15
16
1
20
BATTERY 04AR('ER
8
8
BATTERY CHARGER
20
1
17
18
1
20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
19
20
1
20
BATTERY CHARGER
8
B
BATTERY CHARGER
20
1
21
22
1
20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
23
24
1
20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
25
26
1
20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1 1
27
28
1
20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
29
30
1
20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
31
32
1
20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
33
34
1
N
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
35
38
1
20
BATTERY CHARGER
8
4
SPARE
20
1
37
38
SPACE
4
4
SPARE
20
1
39
40
SPACE
4
4
SPARE
20
1
41
42
SPACE
4
TOTAL AMPS BUS A 96 BUS B 96 BUS C 96 GROUND BUS IS REWIRED
CONNECTED KVA 35 DEMAND KVA 23 KEYED DOOR LATCH IS NOT REQUIRED
INTERUPRNG RATING TO MATCH EXISTING. F® TO BE BOTTOM
PANEL.Bi "CH'
RATED VOLTAGE 120/208V, 3 PHASE, 4 WIRE LOCATION SEE PLAN
RATED AMPS 200 MOUNTING SURFACE
MAIN LUGS ONLY FEEDER CONDUCTORS (4} 1 THHN CU
BRANCH POLES 42 FEEDING CONDUIT i i/2'
BRANCH DEVICES PLUG -ON MANUF. CAT. NO. SO. D "NOOD"
BUS AMPS
DESCRIPTION
BREAKER
CR•
NUM.
BREAKER
DESCRIPTION
I
BUS AMP
A
I B
I C
TRIP
DUE
TRIP
A
B
C
B
1
1
ISATTERY CHARGER
I 20
I 9
1 1 1
2
1
1 20
1 BATTERY CHARGER
8
8
BATTERY CHARGER
20
1 1
3
4
1
20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1 1
5
6
1
20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1 1
7
8
1
20
BATTERY CHARGER
8
6
BATTERY CHARGER
20
1
9
10
1
20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
111
12
1 1
1 20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
113
14
1 1
1 20
BATTERY CHARGER
8
6
BATTERY CHARGER
20
1
115
18 11
i
1 20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
117
18
1 i
1 20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
19
20
1
20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
21
22
1
20
BATTERY CHARGER
8
6
BATTERY CHARIER
20
1
23
24
1
20
BATTERY CHARGER
8
5
RECEPTACLES
20
1
25
28
1
20
IRECEPTACLES
5
5
EXTERIOR RECEP.
20
1
27
28
1
20
CART STORAGE LIGHTS
9
6
RECEPTACLES -STORAGE
20
1
29
30
1
20
CART STORAGE LIGHTS
6
8
RECEPTACLES -STORAGE
20
1
31
32
1
20
CART STORAGE LIGHTS
9
7
C UNIT
20
1
33
34
1
20
CART STORAGE LIGHTS
9
NI7E LIGHTS
20
1
35
38
1
20
LIGHTING -STORAGE
6
4
SPARE
20
1
37
38
SPACE
4
4
SPARE
20
1
39
40
1
1
SPACE
4
4
I SPARE
20
1
41
42
SPACE
4
TOTAL AMPS BUS A 96 BUS 8 98 BUS C 96 GROUND BUS IS REWIRED
CONNECTED KVA 35 DEMAND KVA 22 KEYED DOOR LATCH IS NOT REWIRED
INTE RUPTING RATING TO MATCH EXISTING FEED TO BE BOTTOM
PAWMAW Ta
RATED VOLTAGE 120/2081 3 PHASE, 4 VORE LOCATION SEE PLAN
RATED NAPS 200 MOUNTING SURFACE
MAIN LUGS ONLY FEEDER CONDUCTORS 4 1 THHN CU
BRANCH POLES 42 FEEDING CONDUIT /2"
BRANCH DEVICES PLUG -ON MANUR CAT. NO. SQ. D 'N000'
BUS
AMPS
OFR(.•RIP710N
BREAKER
CR,
NUM.
BREAKER
DESCRIPTION
BUS AMP
A
g
C
TRIP
O.E
TRIP
A
8
C
8
BATTERY CHARGER
20
1
1
1 2
1
20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
3
4
1
20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
5
6
1
20
BATTERY CHARGER
8
g
BATTERY CHARGER
20
1
7
8
1
20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
9
10
1
20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
11
12
1
20
BATTERY CHARGER
8
g
BATTERY CHARGER
20
1
13
14
1
20
1 BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
15
16
1
20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
17
18
1
20
BATTERY CHARGER
8
g
BATTERY CHARGER
20
1
19
20
1
20
BATTERY CHARGER
8
B
BATTERY CHARGER
20
1
21
22
1
20
BATTERY CHARGER
3
8
BATTERY CHARGER
20
1
23
24
1
20
BATTERY CHARGERS
8
BATTERY CHARGER
20
1
25
2S
1
20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
27
28
1
20
BATTERY CHARGER
8
8
BATTERY CHARGER
20
1
29
30
1
20
BATTERY CHARGER
e
8
BATTERY CHARGER
20
1
31
32
1
20
BATTERY CHARGER
8
e
!
BATTERY CHARGER
20
1
333
4
1
20
BATTERY CHARGER
8
8
BATTERY CHARGER �20
1
35
1
20
BATTERY CHARGER
8
4
SPARE i
20
1
37
SPACE
4
?
_
SPARE
20
1
39
SPACE
4
4
SPARE 120
1
41
SPACE
4
TOTAL AMPS BUS A 98 BUS 6 96 BUS C 90 GROUND BUS IS REQUIRED
CONNECTED KVA 35 DEMAND KVA 23 KEYED DOOR LATCH IS NOT REQUIRED
INTERUPTING RATING TO MATCH EXISP.Na. F® TO BE BOTTOM
ELECTRIC LOAD CALCIJLAT10N
EXISTING 600A, 3 PHASE, 4 WIRE, 120/208V SERVICE.
MAXIMUM 12 MONTH PEAK DEMAND PER FPL — 24 kWD
DEMAND 0 .85 .f. 28
kVA
P
NEW ADDED LOAD 68 kVA
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TOTAL NEW LOAD 96 kVA
TOTAL AMPS — 266 A
EXISTING 600A SERVICE WILL BE SUFFICIENT TO SUPPORT THE NEW LOAD.
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����� ASSOCIATES
CONSULTING ENG
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MICHAEL A. JEE &r F.E.
'FL
011L0A RE GiQ ".TtN 5
P E 32606 =
REVISIONS
N0. 11 TITLE 11 DATE
ISSUANCES
DATE TITLE
Bm
PERMIT
CONSTRUCTION
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ICANONS SHAM BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY HERE
PREPARED AND PUBLICATION THEREOF IS
EXPRESSLY LIMITED TO SUCH USE.
REPRODUCTION, PUBLICATION OR RE -USE
BY ANY METHOD, IN WHOLE OR IN PART,
WITHOUT EXPRESS WRITTEN CONSENT BY
THE ARCHITECT IS STRICTLY PROHIBITED.
THEE TO THIN PLANS AND SPECIFICATIONS
REMAINS WITH THE ARCHITECT WITHOUT
PRUUDICE. YISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SHALL
CONSTITUTE PRIMA FASCIE EVIDENCE OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
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Da ��� ASSOCIATESWN6ULTING ENGINEERS
2103 CORPORATE CRIVE
M OMI A, TEELE, P.E.
ENCINEEH OF REGOHO
FLORDA HEG!SiRAi1C W1
P.E_.32006 -^
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REVISIONS
TITLE 11 DATE
ISSUANCES
DATE TITLE
BED
PERMIT
CONSTRUCTION
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PREPARED AND PUBLICATION THEREOF 15
EXPRESSLY LDHTED TO SUCH USE.
REPRODUCTION, PUBLICATION OR RE -USE
BY ANY METHOD, I7 WHOLE OR IN PART,
WITHOUT EXPRESS WRITTEN CONSENT BY
THE ARCHITECT IS STRICTLY PROHIBITED.
TITLE TO THE PLANS AND SPECIFICATIONS
REMAINS WITH THE ARCHITECT WITHOUT
PREJUDICE VISUAL CONTACT WITH THESE
PLANS AND SPECIFICATIONS SNAIL
CONSTITUTE PRIMA FASCIE EVIDENCE OF
THE ACCEPTANCE OF THESE RESTRICTIONS.
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SHEET NUMBER
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NZ
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fl�UILDING DESCRIPTI
ENDWALL FRAME TYPE
BASIC SIZE:
HUUF PI ICH
LEFT ZIGHT
38 12)
56'- 4 10'-0 /13'-0
INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS THE STRUCTURE UNDER THIII NTRACT HA BEE
T 0 S N AWNED AND LOADS AND CONDITIC
NING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL SY
JIL SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS IVIU
UU; N IGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER.
ED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS HE BUILDING MANUFACTURER WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. IN NO CASE�� GALV E STEEL PANELS BE USED IN CONJUNCTION WI
PPER. BOTH LE
THIS METAL, BUILDING IS DESIGNED WITH THE BUILDING MAt+UFACTURER S STANDARD PRACTICES WH - ICWAR AVE HARMF SION EF CTS ON THE ALUMINUM ZINC ALLOY COATING WHEN THEY ARE USED IN CONTA
PERTINENT PROCEDURES AND RECOMMENDATIONS OF TH
LLOWING ORGANIZATIONS AND CODE*.,A GALVALUME STEEL PA VEN RUN-OFF FROM COPPER FL SHING, WIRING, OR TUBING ONTO GALVALUME SHOULD BE AVOIDED.
GS AND CALCULATIONS INDICATE THAT THE BUILDING MANUFACTUR
11 LIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. 1. AMERICAN INSTITUTE OF STEEL CONSTRU S ICATION FOR THE DESIGN, FABRICATION AND ERECTION'A_ CONDITION:
BLANKET TYPE INSULATION:
_4
INDARD PRACTICES, 9TH ED.)
r
OF STRUCTURAL STEEL FOR BUILDIING$ 1�3H6 ]IROOF NOI BYMANUFACTURER= BY 001 WALL= UL-25=
WHERE DISCRE IESI BETWEEN THE MANUFACTURER'S STRUCTURAL STEEL PLANS AND THE PLAN 00
WALL
W L
3 SHALL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE;, *ZINC CAPPED
TRADES, THE ST T RAI I AMLHICAN IRON AND STEEL INSTI �ATION FOR THE AT SPI AL
DESIGN CONSI R ON IINY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED B, -ICES)
AA MEMBER ROOI 9f S�j F.-TiII4) ANCHOR BOLTS
THE BUILDING MANUFACTURER ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER TH A4� 26 Go
RAKE
ME
THE BUILDING MANUFACTURER'S ENGINEERS UNLESS SPECIFICALLY INDICATED. MBER WI I J_ WD-7K) BYOTHERS
AMERICAN WELDOI CIFT 0, W I ELDING CODE ts 26 Go 1 0 A
THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTI ON OF STEEL AND ASSOCIATED WORK IN COMPLIANCE N STITCH
THE BUILDING MANUFACTURER'S."FOR CONSTRUCTION' DRAWINGS. WARRANTIES 26 Go GUTTER GUT -TER TO R BY BUILDING
GUTTER
PRODUCTS SHIPPED TO BUILD' I OR HIS CUSTOMER SHALL BE INSPECTED BY BUILDER IMMEDIATELY UPON ARRIVA*� 4 -TIA TAL BUILDING MANUFACTURER',; S; ATION: "LOW RISE BUILDING SYSTEMS MANUAL" STITCH MANUFAC-URER
W, U.L. 90 26 Go DOWNS. CORNER TRIM: i*H I RAKE ANGLE':M� MEMBER F_
CLAIMS FOR SHORTAGES OR DE tCTIVE MATERIAL IF NOT PACKAGED MUST BE MAILED TO THE MANUFACTURER IN INTERNATIONAL CONFERENCE OF B ORM BU(LDING' 20 YR ROO YE CORNER A.DDITMAL FEATURES;
UIL�ICIALS: "UNIF 26 Go
WRITING WITH!k,frI-VE (5) DAYS AFTER RECEIPT OF THE SHIPMENT. HOWEVER, IF A DEFECT IS OF SUCH A NATURE T
REASONABLE VISUAL INSPECTION WOULD FAIL TO DISCLOSE IT, THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS 20 YR WALL YE 26 ACCESS.
AFTER THE BUILDER LEARNS OF THE DEFECT. THE MANUFACTURER WILL NOT BE LIABLE FOR ANY DEFECT UNLESS SOUTHERN BUILDING CODE CO S,
F
CLAIM IS MADE WITHIN ONE (1)' YEAR AFTER DATE OF THE ORIGINAL SHIPMENT BY THE MANUFACTURER TO BUIL BUILDING OFFICIAL AND CODE S I B-IJI-LDING
OR HIS CUSTOMER. THE MANUFACTURER WILL BE GIVEN A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE
THIS IS TO CERTIFY THAT THIS STRUCTURE IS DESIGNED UTILIZING
�MATERIALS UPON RECEIPT OF CLAIM BY BUILDER. 8. NATIONAL BUILDING CODE OF �-%.ANDICATED AND APPLIED AS REQUIRED BY
IF A DEFECT IS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT
THE NECESSITY OF RETURNING THE MATERIAL TO THE MANUFACTURER, THEN UPON WRITTEN AUTHORIZATION OF MATERIAL PROPERTIES OF STEEL PLATE USEI 7.' THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL OF THE FRAMING AND COVERING P
MES, AND OTH R� MANUFACTURED BY THE BUILDING MANUFACTURER AN S SPECIFIED IN THE CONTRACT. ACCES
ERIAL TO BE REPAIRED AND THE MANUFACTURER STRUCTURAL EXCLUSIVE OF COLD -FORMED SECTIONS, CONFORM TO ASTM-A529 OR A-572 FLANGES W11 AS
THE MANUFACTURER THE BUILDER MAY REPAIR OR CAUSE THE D IN -�ABRICATION OF PRIMARY RIGID FRA R PRIMA
DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS, V LATORS ARE NOT INCLUDED. ALSO EXCL
WILL REIMBURSE THE: BUILDER FOR THE COST OF THE REP 'CORDANCE WITH THE WRITTEN AUTHORIZATION. THICKNESSES OF ONE INCH OR LESS AND WIDTH OF 12" OR LESS CONFORM TO A-529 WITH A MINIMUM YIEL PARTS OF THE PROJECT NOT PROVIDED BY THE BUILI) NUFACTURER SUCH AS FOUNDATIONS, MASONRY WALL-S,
ALL BRACING AS SHOWN AND PROVIDED BY THE MANUrA,-,,,,,, I D E ARE 0
OR THIS BUILDING IS REQUIRED AND SHALL BE 55,000 psi. FLANGES GREATER THAN 1" IN THICKNESS OR 12" IN WIDTH CONFORM TO A-572 WITH A MINIMUM YEILD MECHANICAL EQUIPMENT AND THE ERECTION AND INSP OF THE BUILDING, THE BUILDING SHOULD BE ERECTED
INSTALLED BY THE ERECTOR AS A PERMANENT PART OF T TURE. POINT OF 50,000 psi. WEB MATERIAL CONFORMS TO ASTM-A36 MODIFIED WITH A MINIMUM YIELD POINT OF 46,000 p ON A PROPERLY DESIGNED FOUNDATION IN ACCORDAN 44, THE BUILDING MANUFACTURER'S DESIGN MANUAL, THE
TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, B., SEWORK, CRIBBING OR OTHER ELEMENTS REQUIRED MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM-A53 TYPE E, GRADE B WITH A MINIMUM YIELD POINT ATTACHED DRAWINGS, AND GOOD ERECTION PRACTI
FOR THE ERECTION OPERATION WILL BE DETERMIN �,_ANQ� INS TA Y THE ERECTOR. THESE
OF 35,000 psi. LOADS, AS NOTED, ARE AS GIVEN WITHIN
TEMPORARY SUPPORTS WILL SECURE AS� .'$TEEL FRAMING, AGAINST ORD TS AND ARE APPLIED IN GENERAL� ACCORDANCE WITH THE
; W, � MATERIAL PROPERTIES OF HOT ROLLED STEEL MEMBERS CONFORk4 TO T� E RtyUIN L PF� -A R APPLICABLE PROVISIONS OF THE MODEL CODE -IFICATION
LOADS COMPARABLE IN INTENSITY TO THOS �Mmj HL IS WAS DESIGNED, RESULTING FROM WIND, WITH A MINIMUM YIELD POINT OF 50,000 psi.
INDICATED. NEITHER THE MANUFACTURER NOR 'ING ENGINEER
SEISMIC FORCES AND ERECTION OPERATION LO ;�I-RESULTING FROM THE PERFORMANCE OF WORK BY MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STECL MEMO FRS I, u
CTABLE't W THOSE DUMO TORNADO, EXPLOSION OR COLLISION. GRADE 55 MODIFIED WITH A MINIMUM YIELD POINT OF 57,000 psi. R b DECLARES OR ATTESTS THAT THE LOADS, AS DESIGNATED, ARE PROPER FOR DRAWING INDEX
OR THE ACTS OF OTHERS, NOR SUCH UNPREDI
LOCAL PROVISIONS THAT MAY APPLY, OR FOR SITE SPECIFIC PARAIVI
4 4 MATERIAL PROPERTIES OF ROOF/WALL SHEETING, BASE METAL CONFORM TO ASTM-A792 GRADES D OR E WITH 4 THE CONTRACTOR AND/OR ENGINEER OF RECORD IS TO CONFIRM THAT ISSU PACE
DESCRIPTION
MINIMUM YIELD POINTS OF 50,000 psi AND 80,000 psi RESPECTIVELY, AS REQUIRED BY Q-- GN. QOATIN THESE LOADS COMPLY WIT UIREMENTS OF T BUILDING
A MATERIAL IS 55% ALUMINUM -ZINC ALLOY IN ACCORDANCE WITH AZ55 SPECIF IC/A I K ROOF DEAD LOAD PSF FQI OVER SHEET
__99F P#
A.L0 N 541 -AND PI
CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475. CABLE BRACIN
CONDITION WITH ALL SLACK REMOVED, OOF FRAMING PLAN
COLLATERAL DEAD LOAQ
7,
Z" AND ANGLE UTILIZED FOR BRACING MEMBERS CONFORM TO AST
_w
M A,5
LIVE LOAD
ROOF
8
'ALL
WCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS, WHERE ND" t,
HE BUILDING MANUFACT METAL BUILDING MANUFACTURERS, AS ASSEMBLED AND THE FASTENERS TIGHTENED IN ACCORDANCE WITH "TURN -OF -NUT" METHOD AS DESCRIBED IN THE PRIMARY FRAMING PSF -A— El oF4 TIONS
THE BUILDING MANUFA RED BYY ANNEi
SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-490 BOLTS (11-13-85), UNLESS OTHERWISE SECONDARY FRAMING 010 P
TIFICATIONS:
NOTED. ALL JOINTS WILL BE ASSEMBLED WITHOUT WASHERS UNLESS OTHERWISE NOTED.
RY LIVE LOAD 0.0 P
ILIA
Is I ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS AND CABLE SHALL RECEIVE ONE SHOP COAT OFIRON OXID
CORROSION INHIE31TIVE PRIMER, MEETING T*,,,ERFORMANCE REQUIREMENTS OF TTP-636. IIND OW LOAD O� 0 P s,
SHOP AND FIELD INSPECTIONS ANE TED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, 1 3S
STIPULATED OTHERWISE IN THE CONIR F SNOW LOAD -A- EZ OFA L—ND WAL�
J, 0 PSF _ELEVATIONS
g
`Q
PH. EXPOSUR
THIS METAL BUILDING SYSTEM IS DESIGNED /A S EXTERIOR COMPONENTS D WINDOWS,
AISC METAL BUILDING CERTIFICATION P'Rb RA
VENTS .... etc.) MUST BE DESIGNED TO WITHS I ANU r"t. P NIND LOADING FOR T1 "OMPONENTS MIC ZO A
v
STON APPROVED FABRICATO (REGISTRA 10)4 AND CLADDING IN ACCORDANCE WITH THE SPECIFIED P1 11 DE. DOORS ARE TO BE C OF CROSS SECTIONS
_0SE MAXIMUM,
OF 50% OF DESIGN WIND VELOCIT N
,;nn7�,-U
q
Site Coeffi icut
stem
Z7N'm with ordinary
Basic Structural Sy Du gy ft
moment frames of steel &
ETY CUM21
cont
I I- RK III UC A (LA#1604 =jrically braced frames.
413NOW LOAD
tespouse Modification Factor (R) a
a Factor (C GENERAL DETAILS
Deflection Amplificatioi
,,gA STANDARD W47.1 IN DIVISI "EISMIC LOAD
Lo---inalysis Procedure
Equiv ent Lateral Force
ANUFACTURE QUALITY BUILDING COMPONENTS THAT CNN ZANINE LOADS ACCrSSORY DRAWINGS
`R ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND I PSF
ING MANUFACTURER HAS A COMMITMENT TO M
LOAD NIA PSF DEAD 10A
CONTROL OF THE BUILDING MANUFACTURER.
IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE __ANE INFORMATION N/A
THE
'2
PRIORITY OF ANY JOB SITE.
4F - ANCHOR BOLT PLAN
7,
LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE
Ov
APPROVAL NOTE
WORKER SAFETY. 8 X 11) "S" SHEETS "PLEASE CIRCLE ONES APPLICABd
MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. S1 'SlA S1B S2 S3 S4 S5 BLDG. DETA
S7 S8 S8A SJO ILS
7A S1 2
EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES.
w
_3
E 14
a aed,
DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RE S12A S13 S1 3A S14 S1 4A S15 S15A S1 S17 S18 S19 S20 S20A S21 21 A S22
IHE FOLLOWING CONDITION� APOLY�IN'TI EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS, MENDED. THE USE OF HARD HATS, RUBBER
WELD SHEET
A) IT IS IMPERATIVE THAT ANY CHAN�a N SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HAND IAL, AND SAFETY NETS WHERE APPLICABLE S23 S24 S25 S26 S26A S268 S27 S28 S29 S30 S31 S32 S34
ARE RECOMM . -1 - - 11, 1
ENDE
0, S38
INGS:
1) BE MADE IN CONTRASTING
S39 S40 S41 S42 S43 S44 S45 S46 S47 S48 S49 S50 S50A S51 S52
INK. F
3) HAVE ALL INSTANCES OF CHANGE CLEARL INDI 0, S53 S54 S55 S56 S57 S58 S59 S60 S61 S62A S62B S63 S63A S63B IS S64
APR.
2) BE LEGIBLE AND UNAMBIGUw.�,�,,,,,,,,,�,-,,, S65 S66 S67 S68 S71 S72 S73 S74 DM5-4-1 DM 5-23
""A
8) DATED SIGNATURE IS REQUIRE!Pj
SIX _01 "f",
C) MANUFACTURER RESERVE .-SU RAWINGS WITH EXTE OR COMPLEX CHANGES
A_
TO AVOID MISF ERY SCHEDUL$,
m
'APPROVAL OF 'LY THAT THE MAN ul*
UIUA `IIIU ftAER"HtAS' 0 ECTL "I'll �Iq_
-INTERPRETED UIREM THEIR CONSTITUTES AGREEMENT THAT THE BUILDING JIM
"THESE DRAWINGS A TI4rMffA_L_ BUIL15fW'WHICH THEY REPRESENT ARE THL 06DUCT OF ALL A
.DRAWN, OR A !ESENTS THEI TOTAL OF THE MATERIALS TO BE SUPPLIED SYSTEMS 7301 FAIRVIEW HOUSTON, TEXAS 77240-0220 (713) 466-5681, THE ENGINEER WHOSE SE
BY MANUFACT
_4 � � 11MI tc.�.
HEREON IS EMPLOYED BY ALL AMERICAN SYSTEMS AND IS NOT THE ENGINEER OF RECORD FOR THE PROJECT."
4444!�
E) ANY CHAN RAWI;C NOT IN CONFORMANCE WITH THE TERMS AND REQUIR 44.
REVIS12#
CONTRACT BE CTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLES,<
SUBSEQUENTLN ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARA FOR APPROVAL7 NO. DAt BY CK'D GS, INC
DESCRIP��, NORTHERN STEEL BUILDIN
DOCUMENTATIOI`4 _URER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING THESE DRAWINGS, RFINIG 14 NOT A
FOI ARE BY DERNITIO
APPROVAL, DIE FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. M17 323 REHOBOTH AVENUE 9 REHOBOTH, DE. 19971
REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTUR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE P*ft (302) 226-2030
DOES NOT AC ES OR ADDITIONS TO CONTRA TUAL TERMS AND CONQITIONS THAT MAY APPEAR WITH DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CON "t E
AR INDICATION OF APPROVA' ISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO CONSIDERED AS COMPLETE.
USE OF A STA
DE
_R SHEET
DVE
MANUFACTURER S BY THE CUSTOMER, ARCHt T, ENGINEER, OR ANY OTHER PARTY WILL NGS, BEING FOR
CONSIDERED %BLE, ALTERATIONS TO THES AWING E; AND WILL NOT ALT MOIWI BUILDING DESCRIPTIO
T, AS A U
7 OF PITCH777
,*
CONTRACTUAL M, PIE(
TIONS EXIS] AANUFA ER AND ITS CU, IN THA kRE 'GA OF AMERICA CII
DRAWINGS IS,Sj, FOR GONSIRUCTION CAW
COMPIL
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FOR.-C ST LUCIE, FL CAIY?VFTp
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ED MATERIAL IN THE CONCRETE SHALL DESIbNtU 7_VI TH FOR PERMIT, ARE BY DEFINITION NOT FINA PGA OF AMERICA
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