Combined Drawings - Lord and Son Construction

Hangar 4 Warehouse Conversion
Vicinity Map
Code Analysis
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
CAFETERIA
(EXISTING)
F.F.E. 154.23'
ADDITION
(2710 sf)
F.F.E. 154.23'
Hangar 4 Warehouse Conversion
HANGAR 4
(EXISTING)
Crestview Aerospace
5486 Fairchild Road
Crestview, Florida 32539
EXISTING RETENTION AREA
BUILDING 16
(EXISTING)
BUILDING 15
(EXISTING)
SITE PLAN
1/16" = 1'-0"
Hangar 4 Warehouse Conversion
Crestview Aerospace
5486 Fairchild Road
Crestview, Florida 32539
FLOOR PLAN
North Elevation
Hangar 4 Warehouse Conversion
Crestview Aerospace
5486 Fairchild Road
Crestview, Florida 32539
Section
Interior Elevation
Rolling Door Specification
Interior Elevation
Enlarged Floor Plan
Crestview Aerospace
5486 Fairchild Road
Crestview, Florida 32539
Interior Elevation
Interior Elevation
Hangar 4 Warehouse Conversion
Interior Elevation
A
1
S.2
APRON SLAB
TOP OF SLAB
= -6"
8
1' - 10"
B
GENERAL NOTES:
TRENCH DRAIN
SEE CIVIL
1.
2' - 0"
24' - 0"
2.
2' - 0"
3.
4.
.
RAMP
5.
6.
7
7.
2' - 4"
40' - 0"
2' - 4"
CONTRACTOR SHALL
LOCATE ALL
UTILITIES: GAS,
ELECTRIC AND WATER
BEFORE ANY
DEMOLITION IS DONE
3' - 0"
8.
9.
10.
CONTRACTOR SHALL
DEMOLISH EXISTING CONCRETE
PAVEMENT AND REPLACE AS ON A.0
OF DRAWINGS
3' - 0"
11.
NEW 6" (3,000 PSI)CONCRETE
SLAB REINFORCED WITH
W2.9XW2.9-6X6 MESH AT
MID-DEPTH, OVER COMPACTED FILL
12.
13.
14.
WIND CRITERIA
BASIC WIND SPEED
EXPOSURE CATEGORY
IMPORTANCE FACTOR
STRUCTURE TYPE
50' - 0"
TOP OF SLAB
= -3'-10"
6
PROJECT NO.:
DATE:
DRAWN BY:
CHECKED BY:
11-062
10/10/2011
Author
Checker
S.2
2.
3.
4.
4' - 0"
5.
SEE ARCH. DRAWING A.0 FOR LIMITS OF APRON
B
SEE A.0
SLAB TO APRON
EDGE
2.
25' - 0"
6'- 0".
A
3.
1
S.2
4.
3' - 0"
5.
4' - 0"
4' - 0"
6' - 8"
-4' - 0"
4
6.
4
PRE-ENGINEERED STEEL FRAME
6' - 0"
6' - 0"
CONTRACTOR SHALL COORDINATE
ALL EMBEDDED HARDWARE REQ'D
FOR THIS EQUIPMENT.
NEW 6" (3,000 PSI)CONCRETE
SLAB REINFORCED WITH
W2.9XW2.9-6X6 MESH AT
MID-DEPTH, OVER COMPACTED FILL
AND VAPOR BARRIER
9.
10.
REINFORCED CONCRETE:
1.
2.
3.
2
2
PRE-ENGINEERED STEEL FRAME
EQUAL
#5X12' LEG
HAIRPIN TYP.
4' - 0"
4.
24' - 0"
12' - 1 3/4"
34' - 0".
W12X30
2
2
S.2
S.2
5.
PRE-ENGINEERED STEEL FRAME
2
ROOF FRAMING PLAN
1/8" = 1'-0"
2' -0".
EQUAL
1' - 10".
6.
1
FOUNDATION PLAN
1/8" = 1'-0"
PROVIDE CURRENT (MAX. 1 YEAR OLD) STATISTICAL DATA FOR EACH CONCRETE IX DESIGN SUBMITTED.
WHERE CONCENTRATION OF REINFORCING STEEL HINDERS PROPER CONSOLIDATION OF CONCRETE USE
CONCRETE CONTAINING A SUPERPLASTICIZING (N.R.W.R.) ADMIXTURE, ASTM C494 TYPE F. SLUMP AFTER ADDITION
OF SUPERPLASTICIZER SHALL BE 7”+1”.
IF CONCRETE IS PUMPED, SLUMP MAY BE INCREASED TO 6” AT THE TRUCK, PROVIDED THE SLUMP SPECIFIED IN
NOTE 2 IS MAINTAINED AT THE DISCHARGE END. USE A MINIMUM 4-INCH PUMP, UNLESS PRE-APPROVED BY
ARCHITECT. TAKE CONCRETE SAMPLES FOR SLUMP AT TRUCK AND AT DISCHARGE END. TAKE CONCRETE
SAMPLES FOR CYLINDER TESTING AT DISCHARGE END.
USE ASTM A-615 GR. 60 FOR ALL REINFORCING STEEL, CONFORM TO ACI-301, ACI-315,ACI-318, AND CRSI “MANUAL
OF STANDARD PRACTICE”. ALL REINFORCING SHALL BE ACCURATELY PLACED, RIGIDLY SUPPORTED AND
FIRMLY
TIED IN PLACE WITH BAR SUPPORTS AND SPACERS IN ACCORDANCE WITH THE ABOVE REQUIREMENTS. PROVIDE
CLASS ‘B’ LAP SPLICE FOR CONTINUOUS BARS, U.O.N. LAP BOTTOM STEEL OVER
SUPPORTS AND TOP STEEL AT
MIDSPAN UNLESS OTHERWISE SPECIFIED. HOOK DISCONTINUOUS ENDS OF ALL
TOP BARS AND ALL
BARS IN
WALLS U.O.N. USE 1” COVER
OVER REINFORCING EXCEPT AS FOLLOWS:
FOOTING/PILECAP
BEAMS (U.O.N.)
1 ½”
COLUMNS
-SLAB ON GROUND
2”
POURED WALLS RETAINING FILL
POURED WALLS ABOVE GROUND
SLAB AND BUILDING TO
MATCH EXISTING
1
3000 PSI
3000 PSI
4000 PSI
BOTTOM
3”
4' - 0".
W12X30
Revisions
USE STRUCTURAL CONCRETE AND CONCRETING PRACTICES CONFORMING TO ACI-316 AND 301 AND PROPORTION
CONCRETE IN ACCORDANCE WITH ACI-318 CH. 4 AND MEETING A MIN. ULTIMATE COMPRESSIVE STRENGTH IN 28
DAYS AS FOLLOWS:
FOOTING
GRADE BEAMS
POURED WALLS
PURLINS
@ 5'-0"
TYP.
Z8
TYP. FTG
#5@10"OC
EACH WAY
T&B
3
PRE-ENGINEERED STEEL FRAME
25' - 0"
75' - 10" VERIFY
PROVIDE PORTAL
FRAME WIND
FRAME-- REMOVING
CROSS BRACING
3
HANGAR 4
DOCK LEVELER
Serco Mechanical Dock Leveler
Nominal 6’ x 8’ Size
30,000 Lb Capacity
25' - 0"
APRON SLAB
7.
8.
SPECIALTY ENGINEER:
A. DEFINITION - A FLORIDA REGISTERED PROFESSIONAL ENGINEER WHO SPECIALIZES IN AND WHO UNDERTAKES THE
DESIGN OF STRUCTURAL COMPONENTS OR STRUCTURAL SYSTEMS INCLUDED IN A SPECIFIC
SUBMITTAL PREPARED FOR THIS PROJECT.
B. SHALL BE:
1.
AN EMPLOYEE OR OFFICER OF A FABRICATOR.
2.
AN EMPLOYEE OR OFFICER OF AN ENTITY SUPPLYING COMPONENTS TO A FABRICATOR.
3.
AN INDEPENDENT CONSULTANT RETAINED BY THE FABRICATOR OR HIS SUPPLIER.
THE FOLLOWING SYSTEMS AND COMPONENTS AS A MINIMUM REQUIRE FABRICATION AND ERECTION DRAWINGS WITH
INPUT BY A SPECIALTY ENGINEER. PRE-ENGINEERED STEEL BUILDING AND ROOF COMPONENTS
THE SPECIALTY ENGINEER OR MANUFACTURER SHALL DESIGN, PROVIDE, AND INSTALL THEIR COMPONENTS AND THE
COMPONENT CONNECTIONS TO THE PRIMARY STRUCTURE PER THE WIND CRITERIA STATED IN GENERAL NOTE 14 OR
THE CURRENT GOVERNING BUILDING CODES, OR FM GLOBAL REQUIREMENTS, WHICHEVER IS MORE STRINGENT.
SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE CODES, LIST THE DESIGN CRITERIA,
AND SHOW ALL DETAILS AND PLANS NECESSARY FOR PROPER FABRICATION AND INSTALLATION. CALCULATIONS AND
SHOP DRAWINGS SHALL IDENTIFY SPECIFIC PRODUCT UTILIZED. GENERIC PRODUCTS WILL NOT BE ACCEPTED.
SHOP DRAWINGS AND CALCULATIONS MUST BE PREPARED UNDER THE DIRECT SUPERVISION AND CONTROL OF THE
SPECIALTY ENGINEER.
SHOP DRAWINGS AND CALCULATIONS REQUIRE THE EMBOSSED SEAL, DATE AND SIGNATURE OF THE SPECIALTY
ENGINEER. COMPUTER PRINTOUTS ARE AN ACCEPTABLE SUBSTITUTE FOR MANUAL COMPUTATIONS PROVIDED THEY
ARE ACCOMPANIED BY SUFFICIENT DESCRIPTIVE INFORMATION TO PERMIT THEIR PROPER EVALUATION. SUCH
DESCRIPTIVE INFORMATION SHALL BEAR THE EMBOSSED SEAL AND SIGNATURE OF THE SPECIALTY ENGINEER AS AN
INDICATION THAT HE HAS ACCEPTED RESPONSIBILITY FOR THE RESULTS. THE STRUCTURAL ENGINEER WILL RETAIN
ONE SIGNED AND SEALED SET FOR RECORD.
CATALOG INFORMATION ON STANDARD PRODUCTS DOES NOT REQUIRE THE SEAL OF A SPECIALTY ENGINEER.
REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OF SUBMITTALS IS LIMITED TO VERIFYING THE FOLLOWING:
A.
THAT THE SPECIFIED STRUCTURAL SUBMITTALS HAVE BEEN FURNISHED.
B.
THAT THE STRUCTURAL SUBMITTALS HAVE BEEN SIGNED AND SEALED BY THE SPECIALTY ENGINEER.
C.
THAT THE SPECIALTY ENGINEER HAS UNDERSTOOD THE DESIGN INTENT AND HAS USED THE SPECIFIED
STRUCTURAL CRITERIA. (NO DETAILED CHECK OF CALCULATIONS WILL BE MADE.)
D.
THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTALS IS CONSISTENT WITH THE
CONTRACT DOCUMENTS. (NO DETAILED CHECK OF DIMENSIONS OR QUANTITIES WILL BE MADE.)
A LIST SHALL BE PREPARED AND MAINTAINED BY THE CONTRACTOR FOR ALL SHOP DRAWINGS REQUIRING
PARTICIPATION OF A SPECIALTY ENGINEER. THE LIST SHALL CONTAIN PROJECT NAME, NAME OF CONTRACTOR, NAME
OF SUBCONTRACTOR, NAME OF SPECIALTY ENGINEER, DRAWING NUMBER, DRAWING TITLE AND THE LATEST REVISION
NUMBER AND DATE. FOR PARTIAL SUBMITTALS, THE LIST SHALL CONTAIN ALL ANTICIPATED DRAWING NUMBERS AND
TITLES REQUIRED TO COMPLETE THE CONTRACT. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE LATEST
UPDATED LIST OF DRAWINGS WITH EACH SUBMITTAL.
SUBMITTALS NOT MEETING THE ABOVE CRITERIA WILL NOT BE REVIEWED AND WILL BE RETURNED TO CONTRACTOR
MARKED REVISE AND RESUBMIT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DELAYS WHICH MAY RESULT.
1
L-3 COMMUNICATIONS
1.
Project Data:
SHOP DRAWINGS REQUIRING ENGINEERING INPUT BY SPECIALTLY ENGINEER:
5
MATCH FIN. FLR
@ HANGAR 4
PREPARE SUBGRADE AS PER THE RECOMMENDATION OUTLINED IN THE GEOTECHNICAL REPORT INCLUDED IN THE
SPECIFICATIONS.
REINFORCE SLABS ON GRADE IN ACCORDANCE WITH PLANS, SECTIONS AND DETAILS PROVIDED FOR THIS PROJECT.
USE 10 MIL. POLYETHYLENE SHEETING BETWEEN SOIL AND CONCRETE SLAB, U.O.N.
PLACE CRACK CONTROL JOINTS AT 12 FT. MAX. SO AS TO LIMIT CONCRETE PLACEMENT AREAS TO 144 SQ. FT. MAX. IN ALL
FLOATING SLABS ON GRADE. DO NOT EXCEED A 2 TO 1 WIDTH TO LENGTH RATIO. CONTRACTOR SHALL SUBMIT A
CONTROL JOINT LAYOUT FOR ENGINEER’S REVIEW PRIOR TO CONCRETE PLACEMENT.
SLAB FINISHES (UNLESS OTHERWISE DIRECTED BY ARCHITECTURAL PLANS & SPECIFICATIONS):
EXTERIOR WALKING SURFACES - MEDIUM BROOM
DRIVING SURFACES - MEDIUM BROOM
INTERIOR SURFACES - STEEL TROWEL
TOP
2”
-1”
SIDES
3”
1 ½”
1 ½”
2”
2”
1 ½”
Drawing title
PLANS
1 ½”
USE PLAIN COLD-DRAWN ELECTRICALLY-WELDED STEEL WIRE FABRIC CONFORMING TO ASTM A 185. SUPPLY IN
FLAT SHEETS ONLY. LAP SPLICES SHALL BE MEASURED BETWEEN THE OUTERMOST CROSS WIRES OF EACH
FABRIC SHEET AND SHALL BE NOT LESS THAN TWICE THE SPACING OF THE CROSS WIRES PLUS 2”.
SLEEVE ALL PIPES THROUGH SLABS INDIVIDUALLY, UNLESS APPROVED BY THE ENGINEER. WHERE PIPES OR
DUCTS PENETRATE THE SLAB, A MAXIMUM OF TWO SLAB BARS MAY BE CUT PROVIDED THEY ARE #5 BARS OR
SMALLER, PROVIDED SPLICED BARS ARE PLACED ALONGSIDE THE OPENING IN EACH DIRECTION WITH A 36 BAR
DIAMETER SPLICE AT THE END OF EACH CUT BAR. SPLICE BARS SHALL HAVE THE EQUIVALENT CROSSSECTIONAL AREA AS THE CUT BARS. FOR OPENINGS LARGER THAN 6” NOT SHOWN ON THE STRUCTURAL
DRAWINGS SUBMIT SHOP DRAWINGS SHOWING SIZE AND LOCATION FOR THE ENGINEER’S REVIEW.
PROVIDE (1) # 5x6’-0" EACH WAY DIAGONALLY AT CORNERS OF ALL OPENINGS LARGER THAN 12”, UNLESS
OTHERWISE NOTED.
Drawing Number
S.1
CRESTVIEW , FLORIDA
1.
4' - 0"
10/26/2011 2:49:03 PM
ASCE 7-05
130 MPH
C
1.0
ENCLOSED
HANGER 4 WAREHOUSE CONVERSION
3
51'-0".
4' - 0"
NEW 6" (3,000 PSI)CONCRETE
SLAB REINFORCED WITH
W2.9XW2.9-6X6 MESH AT
MID-DEPTH, OVER COMPACTED FILL
16" SQ.
DRAIN BASIN
SAVE DATE:
Seal:
SLABS ON GRADE:
ASSUMED FIN.
FLOOR = 0.0'
HANGAR 4
NORTH
·
·
·
TO THE BEST OF OUR KNOWLEDGE, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION.
THE STRUCTURAL DOCUMENTS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DOCUMENTS. USE
THESE NOTES IN CONJUNCTION WITH THE SPECIFICATIONS. IF A CONFLICT EXISTS, THE MORE STRINGENT GOVERNS.
COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ALL OTHER APPLICABLE FEDERAL STATE,
AND LOCAL CODES, STANDARDS, REGULATIONS AND LAWS.
ALL REFERENCED STANDARDS REFER TO THE EDITION IN FORCE AT THE TIME THESE PLANS AND SPECIFICATIONS
ARE ISSUED FOR BIDDING.
REVIEW ALL CONTRACT DOCUMENTS, DIMENSIONS AND SITE CONDITIONS AND COORDINATE WITH FIELD DIMENSIONS
AND PROJECT SHOP DRAWINGS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES IN WRITING TO THE
ARCHITECT/ENGINEER. DO NOT CHANGE SIZE OR DIMENSIONS OF STRUCTURAL MEMBERS WITHOUT WRITTEN
INSTRUCTIONS FROM THE STRUCTURAL ENGINEER OF RECORD.
ANY DISCREPANCIES, OMISSIONS, OR VARIATIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS
DISCOVERED DURING THE BIDDING PERIOD SHALL BE IMMEDIATELY COMMUNICATED IN WRITING TO THE
ARCHITECT/ENGINEER.
PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE. EACH CONTRACTOR SHALL
PROTECT HIS WORK, ADJACENT PROPERTY AND THE PUBLIC. EACH CONTRACTOR IS SOLELY RESPONSIBLE FOR
DAMAGE OR INJURY DUE TO HIS ACT OR NEGLECT.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SAFETY AND CONSTRUCTION PROCEDURES.
DO NOT SCALE DRAWINGS; USE DIMENSIONS.
SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS IN STRUCTURE NOT
SHOWN ON STRUCTURAL DRAWINGS.
DETAILS LABELED “TYPICAL DETAILS” ON THE DRAWINGS APPLY TO ALL SITUATIONS THAT ARE THE SAME OR SIMILAR TO
THOSE SPECIFICALLY DETAILED. SUCH DETAILS APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH
LOCATION.
QUESTIONS REGARDING APPLICABILITY OF TYPICAL DETAILS SHALL BE RESOLVED BY THE
ARCHITECT/ENGINEER.
REVISIONS ARE IDENTIFIED BY A REVISION NUMBER WITHIN A TRIANGLE. ALL REVISIONS ISSUED ON A SINGLE DATE
WILL BE IDENTIFIED BY THE SAME REVISION NUMBER ISSUED CONSEQUENTLY.
CURRENT REVISIONS ARE ENCIRCLED BY AN IRREGULAR “CLOUD”, AS WELL AS FLAGGED WITH THE CURRENT REVISION
NUMBER. CLOUDS ARE REMOVED FROM PREVIOUSLY ISSUED REVISIONS.
DESIGN LOADS AND CRITERIA:
FLOOR LIVE LOAD
100 PSF
ROOF LIVE LOAD
20 PSF
1
2
3
4
5
6
7
8
A
HANGAR 4
ANCHOR BOLT
BY MBM
Seal:
W2.9XW2.9
BUILDING
COLUMN
HAIRPIN
3
NEW 12'X12' OV'H'D
DOOR
S.2
#3@12"OC
8"
8"
8"
4
S.2
1
S.3
1' - 0"
59' - 8"
1
(2)#6 CONT.
T&B
1' - 4"
8"
FOOTING
BEYOND
1' - 6"
6"
12' - 0"
CONC APRON
8' - 0"
8' - 0"
8' - 0"
6
7' - 4".
PROJECT NO.:
DATE:
DRAWN BY:
CHECKED BY:
DETAIL
3/4" = 1'-0"
11-062
10/10/2011
Author
Checker
SECTION
1/8" = 1'-0"
B
A
B
12
3
L3X3X1/4" CONT.
W/ 1/2x4 STUDS @24"OC
HDG. @ DOCK ONLY
FLASHING BY
MBM
6" .
W2.9XW2.9
8"
HANGAR 4
L4X4X1/4 BACKTOBACK
@ EACH FRAME LINE
1/4"
HANGAR 4
4' - 0"
4,000 PSI CONCRETE
IN WALLS ONLY
4' - 8"
8"
#5@12"OC
EACH WAY
TYP.
14' - 0" CLEAR
PRE-ENGINEERED STEEL FRAME
5
S.2
1' - 0"
#5@12"OC
EACH WAY
T&B
7
DETAILS
1/2" = 1'-0"
Project Data:
3"
1' - 0"
3"
6"
6
S.2
W2.9XW2.9
6"
1/2" EXP.
MAT'L
4' - 8"
2
SECTION
1/4" = 1'-0"
4
DETAIL
3/4" = 1'-0"
L-3 COMMUNICATIONS
#5@24"OC
CRESTVIEW , FLORIDA
4
HANGER 4 WAREHOUSE CONVERSION
7
S.2
Revisions
B
A
BUILDING COLUMN
Drawing title
SEE PLAN
B
HANGAR 4
SEE FOOTING
SCHEDULE
FOR REINF'G
#5HAIRPIN
?
1/2" EXPANSION
MAT'L
SECTIONS AND
DETAILS
?
1' - 6"
APRON SLAB
4" CONC.
SEE CIVIL FOR GRADE
6"
APRON SLAB
4" CONC.
VARIES - SEE PLAN
SAVE DATE:
10/26/2011 2:47:55 PM
30 BAR DIA. TYP.
1'-0" MIN
FOOTING BEYOND
DETAIL 6/S.2
8
5
3
SECTION
3/8" = 1'-0"
DETAIL
3/4" = 1'-0"
STEP FOOTING DETAIL
3/4" = 1'-0"
Drawing Number
S.2
1
2
1
1/4" X12X12 PLT
WELD TO FRAME COLUMN
1/4" GUSSET
NSFS
Seal:
W14X30
FRAME
COLUMN
1/2" PLT
W/ (4) 3/4"
A325 BOLTS
EXIT'G WALL GIRT
W12X30
PROJECT NO.:
DATE:
DRAWN BY:
CHECKED BY:
RE-ATTACH CROSS BRACING
BY WELDING TO RIGID FRAME
COLUMNS
2
11-062
10/10/2011
Author
Checker
DETAIL
3/4" = 1'-0"
(2)3/4"X4
EXP. BOLTS
1/2" BASE PLATE
NEW OVERHEAD
DOOR OPENING - COORD.
W/ DOOR MANUF'R TO VERIFY
EXACT ROUGH DIMENSIONS
W12X30
F.F.
HANGER 4
12' - 0"
HANGER 4
COLUMN
W12X30
3
DETAIL
3/4" = 1'-0"
W12X30
Project Data:
3
S.3
Revisions
SAVE DATE:
10/26/2011 2:46:07 PM
1
NEW DOOR PORTAL FRAME
3/8" = 1'-0"
Drawing title
DETAILS
Drawing Number
S.3
CRESTVIEW , FLORIDA
WALL GIRTS
TYPICAL
L-3 COMMUNICATIONS
W14X30
HANGER 4 WAREHOUSE CONVERSION
2
S.3
J:\Current Jobs\Jobs-11\1153\Drawings\E-dwgs\1153-E-100.dwg, 9/27/2011 11:05:03 AM, ARCH full bleed D (36.00 x 24.00 Inches)
ELECTRICAL GENERAL NOTES
ABBREVIATIONS
DISCONNECT SWITCH
DESCRIPTION NOMENCLATURE
TYPICAL FLOOR MARKING AT ELECTRICAL PANELS
1153
Job No.
4471 Clinton Street
Marianna, FL 32446
Georiga
Florida
Alabama
CA
CA
CA
Number:
Number:
Number:27825
xxxxx
3413
Project Number: 2010-001
Mechanical Consulting
T: 850-526-3447
F: 850-526-3448
David N Watford, PE
FL
GA
AL License
License Number:
Number: 58208
26142
xxxxx
Watford
Engineering, Inc.
ELECTRICAL LEGEND
J:\Current Jobs\Jobs-11\1153\Drawings\E-dwgs\1153-E-200.dwg, 9/27/2011 11:05:29 AM, ARCH full bleed D (36.00 x 24.00 Inches)
PANEL
HA
Voltage:
NEMA Rating:
Total Connected Load :
Future Load :
Phase:
volt amps /
volt amps /
Wire:
Mains:
volts
volts
=
=
LA
Mounting:
AIC Rating:
Options:
PANEL
LA
amps
amps
SINGLE LINE POWER RISER
Voltage:
NEMA Rating:
Phase:
Mains:
Wire:
AIC Rating:
Options:
MECHANICAL EQUIPMENT CIRCUIT DESIGN SCHEDULE
HA
1153
Job No.
4471 Clinton Street
Marianna, FL 32446
Georiga
Florida
Alabama
CA
CA
CA
Number:
Number:
Number:27825
xxxxx
3413
Project Number: 2010-001
Mechanical Consulting
T: 850-526-3447
F: 850-526-3448
David N Watford, PE
FL
GA
AL License
License Number:
Number: 58208
26142
xxxxx
Watford
Engineering, Inc.
Mounting:
J:\Current Jobs\Jobs-11\1153\Drawings\E-dwgs\1153-E-300.dwg, 9/27/2011 11:05:57 AM, ARCH full bleed D (36.00 x 24.00 Inches)
NOTES:
PARTIAL PLANELECTRICAL NEW WORK PLAN
1153
Job No.