6320-6371 Tarmac Way - BC07-000148 (SANFORD AIRPORT AUTH) (LG BX HANGAR) (A)00 ---Mo
PERMIT AD
004
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTO
{ PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
PERMIT* V DATE O '110(w
PERMIT DESCRIPTION
PERMIT VALUATION 3a Ov
SQUARE FOOTAGE CA
GENERAL CONDITIONS AND NOTES
C IT 15 THE INTENT OF THE ARCHITECT THAT TH15 WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES FOUNDATIONS
HAVING JURISDICTION OVER TH15 TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN I. 5U55URFACE SOIL CONDITIONS INFORd'IATION 15 NOT AVAILABLE. FOUNDATION DESIGN 15 BASED ON AN ASSUMED ALLOWABLE
CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. BEARING PRESSURE OF 2000 P5F AND SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER REGI5TRERED IN THE STATE OF
2., THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE J05517E PRIOR TO COMMENCING WORK CONTRACTOR FLORIDA. CONTRACTOR OR OWNER TO PROVIDE A$ REQUIRED BY BUILDING OFFICIAL.
SHALL REPORT ALL DISCREPANCIES IN THE DRAWINGS AND EXISTING CONDITIONS TO THE ARCHITECT PRIOR TO COMMENCING 2. ALL REQUIREMENTS FOR 51TE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED
WORK UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. NOTIFY ARCHITECT IF FOUNDATION CONDITIONS
3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD IN THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, ENCOUNTERED DIFFER FROM 501L5 EXPLORATION INFORMATION MADE AVAILABLE TO THE CONTRACTOR
HANGERS, SLAB DEPRESSIONS, AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK 3. 501L SHALL BE COMPACTED TO A MINIMUM OF 959- OF MAXIMUM MODIFIED PROCTOR DENSITY.
4. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR 4. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLE55 NOTED OTHERWISE.
ON 0TH SIDES OF THE WALL IN P55 THE WALL 15 FULLY BRACED BY THE
2004 FLORIDA BUILDING CODE
2004 FLORIDA FIRE CODE
WIND SPEED 120 MI
5.
REPRODUCTED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ARCHITECT.
ALL DETAILS AND 5ECTION5 SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO
5.
BACKFILL AGAINST A WALL SHALL BE PLACED EVENLY B
CONTRACTOR FOR LATERAL PRESSURE. SUCH BRACING, INCLUDING ITS DESIGN, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
SHALL REMAIN IN PLACE UNTIL AFTER THE FLOOR SLAB OR OTHER STRUCTURAL ELEMENT BRACING THE WALL HAS BEEN
13,
ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. THE CONTRACTOR SHALL
CONSULT THE ARCHITECT IF THERE 15 ANY UNCERTAINTY REGARDING THE INTENT OR APPLICATION OF A DETAIL OR CONSTRUCTION
PROVIDED BY THE OWNER BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS,
GRADES, LINES, LEVELS OR OTHER CONDITIONS OF LIMITATIONS A7 THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS
AND
CONSTRUCTED TO THE SATISFACTION OF THE ARCHITECT.
6,
ISSUE.
ALL DIMENSIONS AND ELEVATIONS SHOWN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
CAST IN PLACE CONCRETE
1,
TH15 STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEE75 THE REQUIREMENTS OF SECTION 1609, 2004 EDITION OF
I.
ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS:
16. A DE51GNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPEMNT SHALL BE DETERMINED BY THE OWNER
CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, STORING, PLACING AND PROTECTING FROM
THE FLORIDA BUILDING CODE. IT IS DESIGNED AS FOLLOWS TO WITHSTAND THE FOLLOWING LOADS:
PRIOR TO PLACEMENT OF CONCRETE.
FOR BEAMS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MIDSPAN, UNLE55 NOTED OTHERWISE.
SLAB ON GRADE AND FOOTINGS 3000 P51
11.
• 120 MPH WIND LOAD5 WITH SHAPE FACTORS.
• EXPOSURE B WIND LOADS
2.
REMAINING CONCRETE 3000 P51
ALL CONCRETE SHALL HAVE A SLUMP OF 4' .PLUS OR MINUS 1', AND HAVE 2 TO 4% AIR ENTRAINMENT5, AND A MAXIMUM
5YME30L
• IMPORTANCE FACTOR OF 1-0, BUILDING CATEGORY 11
• INTERAL PRESSURE COEFFICIENT IS 0.18
3.
WATER/CEMENT RATIO OF 058.
CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AGI 301 CHAPTER 3, METHOD I OR METHOD 2.
A, BI, 2, 3, ETCININ THE OONE THER CTION±
• MINIMUM DESIGN PRESSURE FOR OPENINGS AND CLADDING 15 +25.9, -28.1 P5F
RATED WAIL 5EE
SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 53 OF THE LATEST EDITION OF ACI 318
• NET UPLIFT DESIGN PRESSURE SHALL BE 30 P5F.
4.
5.
ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFOWED BILLET STEEL CONFORMING TO ASTM A415 GRADE 60.
ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' ACI 318
INDICATE5 4 HOUR
• DESIGN ROOF LIVE LOAD 15 20 PSF
• ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOAD5.
OTITLE
LATEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS,' AGI 301.
8.
CONTRACTOR 15 SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION.
6.
WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, 15 NOT INCLUDED. HOOKS SHALL BE
9.
THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE 51TE AND HAVING FAMILIARIZED HIMSELF WITH ALL
PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS AND AT 5LA55 EDGES,
EX15TING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD TO THE DRAWINGS SHALL BE BROUGHT TO THE
1.
CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORGING STEEL. SUPPORT ITEMS
ATTENTION OF THE ARCHITECT BEFORE SUBMITTING A PROPOSAL.
WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLA571C TIPPED OR 5TAINLE55 STEEL.
10.
17 IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF
8.
CONTRACTOR 5HALL PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAM5, AND WALLS UNLE55
REFERENCE
THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF WHATEVER
PARTITION SECTION
OTHERWISE INDICATED ON THE ARCHITECTURAL DRAWINGS.
TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE
9,
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT:
A INTERIOR
PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
3' CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. MAX. HANGAR SPACE
11.
IF MATERIALS, QUANTITIES, 5TRENGTH6 OR SIZES INDICATED BY THE DRAWINGS OR 5PECIFICATION6 ARE NOT IN AGREEMENT WITH
GENERALNOTE
2' CONCRETE EXPOSED TO EARTH OR WEATHER "6 THROUGH r18 BARS
NOTE
THESE NOTES, THE BETTER QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED OR NOTED SHALL BE
10.
11/2' ALL OTHER CASES
MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR DIAMETERS TTP. EXCEPT WHERE OTHERWISE NOTED MAX. HGT. IN FEET
12.
PROVIDED.
PROJECT SHALL BE TURNED OVER TO OWNER IN CLEAN CONDITIONS WITH ALL TRASH AND DEBRIS REMOVED FROM SITE, ALL
NO
ON THE DRAWINGS.
WINDOWS AND GLA55 CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES DUSTED AND CLEANED, AND ALL TOILET AND
IL
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WILF SHALL BE LAPPED AT LEAST 8' AND CONTAIN AT LEAST ONE CRO55
PLUMBING FIXTURES CLEAN AND IN GOOD WORKING ORDER
13. CONTRACTOR SHALL HAUL ALL RUBBISH FROM 51TE ON'A REGULAR BASIS, AND SHALL NOT ALLOW DEBRIS TO ACCUMULATE.
12.
WIRE WITHIN THIS V.
CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC, AS REQUIRED BY OTHER
14. CONTRACTOR TO OBTAIN ALL PERMIT5, AND PAY ALL FEES AND TAXES.
15. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE BASED ON THE BEST AVAILABLE DATA A$
13,
TRADES BEFORE CONCRETE 15 PLACED.
HORIZONTAL WALL, BEAM AND FOOTING 5AR5 SHALL BE BENT 1'-0' AROUND CORNERS OR CORNER BARS WITH 2'-0' LAP SHALL
PROVIDED BY THE OWNER BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS,
GRADES, LINES, LEVELS OR OTHER CONDITIONS OF LIMITATIONS A7 THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS
14.
BE PROVIDED.
c 7
CONCRETE
f
ALL REINFORCING DETAILS SHALL CONFORM TO 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED
PERFORMED BY THE CONTRACTOR OR ANY SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, ANY
RESULTANT EXTRA CAST FOR ADJUSTMENT OF WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
15.
STRUCTURES' AGI 315 LATEST EDITION, UNLESS DETAILED OTHERW15E ON THESE PLANS.
CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF EMBEDDED ITEMS,
SCALING DIMENSIONS FROM PLANS 15 PROHIBITED.
ROOF
SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS HALL BE FUW16HED AND INSTALLED
16. A DE51GNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPEMNT SHALL BE DETERMINED BY THE OWNER
CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, STORING, PLACING AND PROTECTING FROM
I6.
PRIOR TO PLACEMENT OF CONCRETE.
FOR BEAMS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MIDSPAN, UNLE55 NOTED OTHERWISE.
DAMAGE ALL NEW EQUIPMENT AND MATERIALS FURNISHED BY THE CONTRACTOR, OR BY THE OWNER FOR THE CONTRACTORS USE.
11.
TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ARCHITECT.
11. CONTRACTOR SHALL PROVIDE, AND 5U5MIT WITH PERMIT APPLICATION, ALL PRODUCT CERTIFICATIONS AND MANUFACTURER'S
O
5YME30L
INSTALLATION SPECIFICATIONS FOR SELECTED MATERIALS REQUIRED FOR EXTERIOR CLADDINGS, ROOFING, AND STRUCTURAL
CONSTRUCTION COMPONENTS, SHOWING COMPLIANCE WITH STATE OF FLORIDA PRODUCT APPROVAL COMPLIANCE.
PROJECT
INDICATE5 I HOUR
A, BI, 2, 3, ETCININ THE OONE THER CTION±
O
RATED WAIL 5EE
LOCATIONS OFF MAIN GRID NOTED
UL430 ON A2,
A2,41, ETC.
INDICATE5 4 HOUR
® RATED WAIL 5EE
UL -U901 ON A2,
CODES
CTED / UN5PRINKLED
GROUP III, TYPE 2 OOP
16,000 5F PER FLOOR(2)11,900 5F 5LDG5
5EPARADED DY 4 HR WALL
2 1
12,000 5F (2)11,900 5F 5LDG5
5EPARADED 5Y 4 HR WALL
55' 24'=3' (ROOF PEAK)
FIRE PROTECTION REQUIREMENTS (TABLE 600)
STRUCTURAL FRAME
0 HOURS
EXTERIOR BEARING (301)
0 HOURS PER TABLE 601 NOTE F
EXTERIOR NON-5EARING630')
O HOURS
INTERIOR SEARING WALLS
0 HOURS
INTERIOR NON-BEARING WAL15
FIRE WALL 4 HOUR5
FLOOR
O HOURS
ROOF
0 HOURS
FOLLOWED BY LETTERS
OCCUPANCY ANALY515
INTENDED FOR THE STORAGE OF AIRCRAFT.
2
A3 OPP.
SYMBOLS KEY
ROOMTITLE
ROOM
FIRST DIGIT REPRESENTS FLOOR
101
TARGET
LEVELROOM NUMBER . REMAINING DIGITS
01 THRU'39
0.18
MEAN ROOF HEIGHT (FT)
DOORS LABELED BY NUMBER OF
IOTA
DOOR
SPACE INTO WHICH DOOR SWINGS,
IN
315
5YMF301_
FOLLOWED BY LETTERS
4/12/m(o
ALPHABETICAL SEQUENCE.
SCALE
WINDOW
CD
O
5YME30L
NUMBERED BY TYPES.
PROJECT
GRID LINE
A, BI, 2, 3, ETCININ THE OONE THER CTION±
O
TARGET
LOCATIONS OFF MAIN GRID NOTED
A2,41, ETC.
-DRW�G.TITLE
OTITLE
g�NO.
WING•0'
SCALE
MAJOR BLDG. SECTION
DETAIL NO.
AI
DICATE5 DIRECTION OF
DETAIL CUT AND/OR LOCATION.
SHEET ON WHICH
DETAIL IS DRAWN.
PARTIAL SECTION
L_
DETAIL
AI
REFERENCE
ID
PARTITION SECTION
AI
ARTITION TYPE
A INTERIOR
ELEVATION
+\-DIRECTION
O
VIEW. of
GENERALNOTE
NUMBER
NOTE
01 LOCATION OF
NOTE APPLICATION.
MATERIALNOTE
NUMBER
NO
04200.A LOCATION OF
NOTE APPLICATION.
WIND VELOCITY (MPH)
120
IMPORTANCE FACTOR
1.00
EXPOSURE CATEGORY
B
INTERNAL PRESSURE COEFFICIENT +/-
0.18
MEAN ROOF HEIGHT (FT)
23
BUILDING WIDTH (FT)
16
BUILDING LENGHT (FT)
315
ROOF SLOPE (X:12)
.5
COMPANY
ERIC KURITZKY, ARCHITECT
PREPARED BY
ERIC KURITZKY, ARCHITECT
CLIENT NAME
TRACY FORREST
JOB D15CRIPTION
SANFORD HANGARS
LARGE BOX W/CMU WALL
JOB NUMBER
25053.4
-----------------------
OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM P051TIVE MAXIMUM NEGATIVE
MARK DESCRIPTION ZONE ELEVATION WIDTH (Ft) HEIGHT (ft) PRESSURE (W) PRESSURE ( 5l')
101 OVERHEAD 5 1 50 14 11.0 -182
102 OVERHEAD 5 1 40 14 11.6 =19.4
103 HOLLOW METAL 5 3.33 3 6.66 22.6 -29.5
Mill 11
WIDTH -OF -E y GE- IF
T= 99,11
San Fire P ev Di
Date:
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SOUTHEAST RAMP - PHASE 2A SEE 51TE PLAN BY OTHERS FOR SIDEWALKS, DRIVEWAYS d PAVING. FE -FIRE EXTINGUISHERS�2 P L
#'
LARGE BOX HANGAR - N HANGARS PROVIDE PURPLE K10
A3 PLANS REVIEWED
SCALE: 3132" = V-0" CITY OF SANFORD
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#'
LARGE BOX HANGAR - N HANGARS PROVIDE PURPLE K10
A3 PLANS REVIEWED
SCALE: 3132" = V-0" CITY OF SANFORD
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LARGE BOX HANGAf,;
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GENERAL NOTES
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UL 430
1 HR RATED WALL ASSEMBLY
Design: No:643D
October 07;'2004
Nonbearing Wail Rating - 1 or 2 Hr.
2. Ha Cor f gi.1.i•0-1011
1. Floor and Ceiling Runners- (Not shown) -Channel shaped, fabricated from min 20 MSG (0.038 in. thick)
corrosion -protected or galv steel, rain width to accommodate stud size, with rain 1 in. long legs, attached to
floor and ceiling with fasteners spaced max 24 in. OC.
2. Steel studs - Channel shaped, fabricated from niih:20 MSG (0.0327 in. thick) corrosion -protected or gaiv
steel, 3-1/2 in. min width, min t-1/2 in.' flanges and, 1/4. in: return, spaced a max of 16 In. OC. Studs friction -fit
into floor and ceiling runners. Studs to be cut 5/8 to 314 In.less than assembly height,
3. Lead Batten Strips -- Lead batten strips, 2 in. wide, max 10 It long with a max thickness of 0.080 in. Strips
placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-
12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to.
have a purity of 99.9*,Io meeting the Federal specification QQ-L-201f, Grade "C" . Lead batten strips required
behind vertical joints of lead backed gypsum wallboard (Item S) and optional at remaining stud locations.
4. Batts and Blankets* - (Optional) -Placed iii -stud (avides, any glass fiber or mineral wool insulation
bearing the UL Classification Marking as to Surface 36ming; Characteristics arid/or Fire Resistance, See Batts
and Blankets (BKNV or BZIZ) Categories for names of Classified companies.
5. Gypsum Board- Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges,
applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs.
Wallboard secured to studs with 1-1/4 in. long Type S-12 steel. screws spaced 6 in. OC at perimeter and 12 In.
OC in the field. -
RAY -BAR ENGINEERING CORP - Type RB-LBG�
6. Gypsum Board* - Nem 5/8 in. thick gypsum panels with beveled, square or staggered edges
1 Hr. Configuration
When substitutedforlead backed gypsum panels (Itern 5), panels applied vertically with joints staggered rain 1
stud cavity from lead backed gypsum panels (Item 5) on opposite sides of studs. Wallboard secured to studs
with 1 in. long Type S-12 steel screws spaced 8 In. OC at perimeter and 12 in. OC In the field.
2 Hr. Configuration
When substituted for lead backed gypsurn panels (Item 5), base layer panels applied vertically with joints
staggered min 1 stud cavity from lead backed gypsum panels (Item 5) on opposite sides Of studs. Wallboard
secured to studs with I In. long Type S-12 steel screws spaced 24 in. OC at the perimeter arid in the field.
Face layer applied vertically or horizontally. When applied vertically, joints In adjacent layers staggered min 1.
stud cavity. When applied horizontally, butt joints centered over studs and staggered a min 1 stud cavity from
vertical joints in adjacent layer.
When applied vertically over lead backed gypsum panels (Itefu 5), panels secured to studs with 1-5/8 in. lung
Type S-12 steel screws spaced t2 In. OC and staggered from screws on base layer. When applied horizontally.
ever lead backed gypsurn panels (Item 5), panels secured to studs with 1-5/8 in. long Type S-12 steel screws:
spaced 8 in. OC at the perimeter and in the Fleid, screws staggered from screws ori base layer..
When applied vertically over gypsum panels (Item 6), panels secured to studs with 1-S/8 in. long Type 5-12
steel screws spaced 12 in. OC and staggered 12 in. from screws on base layer. When applied horizontally over
gypsum panels (Item 6), panels secured to studs with 1-5/8 in. long Type S-12 steel screws spaced 8 in. OC at
the perimeter and in the field, screws staggered 8 In. from screws on base layer.
CANADIAN GYPSUM COMPANY -Type AR, C, IP -X 1, IP -X2, SCX, SHX
UNITED STATES GYPSUM CO -- Type AR, C, FRX-G, IP -X1, IP -X2, SCX, SHX
USG MEXICO s A DE C V - Type AR, C, IP -X1., IP -X2, SCX; SHX
7: joint Tape and Compound - (Not shown) -Vinyl or casein, dry or premixed joint Compound applied in two
cats to joints ond screw heads of outer layer. Paper tape, nom 2 in wide, embedded in first layer of cornpound
over all j0int3 of outer panels.
UL -U901
4 HR RATED WALL ASSEMBLY
Design No. U901
October 26, 1993
Bearing Wall Rating -4 HR.
Nonbearing Wall Rating - 4 HR.
f:
1p �• ,41.1 •� �A. 3 .• �;�f.
I a 4 III 1
ry 1 d•I, ..-..-. 4 a,j :A ,ter. L,'.;•4
1. Concrete Blocks* - Various designs. Classif cation B-4 (4 hr).
See Concrete Blocks category for lists of eligible manufacturers.
2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-
1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than SO
percent hydrated lime (by cement volume). Vertical joints staggered.
3. Portland Cement Stucco or Gypsum Plaster - If used, add 1/2 hr. to Classification.
4. Loose Masonry Fill - If all core spaces are filled with loose dry expanded slag, burned clay or shale (rotary
kiln process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation,
Class D-2 (2 hr) or C-3 (3 hr) concrete blocks will provide a 4 hr fire resistance rating.
2 COUR5E5
CONCRETE FILLED
LINTEL BLOCK W/ (2)
#5 EACH COUR5E I
(5EE SECTION EOR I
HT.)
I COUR5E CONCRETE ------- - I
FILLED LINTEL I I
COURSE ill/ (2) #5
(5EE SECTION FOR 12" MA50NRY WALL W/
HT.)
(2) 15 IN CONCRETE
FILLED"
CELL5 Q 4'-0
O.C.
(5) #5 BOT
F5 INTERIOR FOOTING
SCALE: 1/2" =1'-0"
5TEEL COLUMN BY OTHER5 (TYP)
5/5"=11, A913, GRD 5I THRID ROD
(4140) SET IN 51MP50N 5ET HIGH
5TR'TH EPXY MIN. 5" DEPTH
a a
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d.J ,
() #5 EA. WAY
a� . BOTTOM
6" 3'-0" 6"
F4 COLUMN FOOTING
SCALE: 1/2" =1'-0"
54'-6"
315'-0"
(4) #5 CONT. TOP
4 BOTTOM W/ #3
TIE5 636" O.C.
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611 11-411
F3 TYP. EDGE GRADE BM
SCALE: 112" =1'-0"
5TEEL COLUMN BY OTHERS (TYP)
5/0"o 3/4"o A.B. 12" MIN. PLACEMENT DEPTH
PER MFGR.
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(6) #6 EA. WAY TOP A 74V 4.
BOTTOM 9" O.C. (F-1)
6" I Fl - 3'-0"X 3'-0"
F2 TYP. ENDWALL COL. FOOTING
SCALE: 1/2" = 1'-0"
45i-'�II
nl �" IIIIY1t- I-rh,lllnllG MAT' /1C
5TEEL COLUMN BY OTHER5 (TYP)
Vail 0 3/4"0 A.B. 15" MIN. PLACEMENT DEPTH
PER MFGR.
#5 HAIRPIN
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SCALE: 1/2" =1'-0"
55'-011
55'-0" 48' 0" 54' 6" 54'-6" 45ll-Or
SOUTHEAST RAMP - PHASE 2A - FOUNDATION PLAN
SCALE: 3/3211=1'-0'1
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DIVISION 16 - ELECTRICAL SPECIFICATIONS
GENERAL REQUIREMENTS LIGHT FIXTURES
THE GENERAL CONDITIONS AND THE SUPPLEMENTARY CONDITIONS OF THE ARCHITECT SHALL
BE CONSIDERED AS PART OF THIS SPECIFICATION.
THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING. BIDS SHALL SERVE AS
EVIDENCE OF KNOWLEDGE OF ALL EXISTING SITE CONDITIONS. FIELD VERIFY THE EXISTING
ELECTRICAL AND TELEPHONE SITE CONDITIONS AND ROUGH—IN (IF ANY).
CONTRACTOR TO VERIFY THE INTERCONNECTION REQUIREMENTS OF EACH ELECTRICAL
SYSTEM BETWEEN THIS SPACE AND ANY OTHER ATTACHED SPACE. THESE REQUIREMENTS
ARE TO BE INCLUDED IN BID.
FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS TO PERFORM THE ELECTRICAL
WORK AS INDICATED FOR A COMPLETE AND OPERABLE INSTALLATION.
THE ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE, WIRING, POWER, AND
LIGHTS AS REQUIRED. TEMPORARY SERVICE SHALL MEET ALL NEC AND OSHA
REQUIREMENTS CONCERNING GROUND FAULT PROTECTION. UPON COMPLETION OF
PROJECT, CONTRACTOR SHALL REMOVE ALL CONDUIT, CONDUCTORS, DEVICES, ETC.,
ASSOCIATED WITH TEMPORARY SERVICE AND WIRING.
ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN HIS WORK AS THE JOB
PROGRESSES, AND UPON COMPLETION SHALL TURN OVER TO THE GENERAL CONTRACTOR
A RECORD SET OF PRINTS SHOWING THESE CHANGES.
COMPLYING AND PERMITS
COMPLY WITH LOCAL CODES, STATE CODES, AND NATIONAL ELECTRICAL CODE (NEC), AND
ALL APPLICABLE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AT THE SITE.
WHERE THE REQUIREMENTS OF ANY OF THE AUTHORITIES LISTED ABOVE DIFFER FROM THE
PLANS OR SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS TAKE PRECEDENCE
OBTAIN PERMITS FROM THE AUTHORITIES HAVING JURISDICTION AND TURN OVER TO THE
GENERAL CONTRACTOR.
ALL MATERIALS USED IN THIS PROJECT SHALL BE NEW UNLESS OTHERWISE NOTED AND
SHALL BE LISTED BY THE UNDERWRITIR'S LABORATORIES, INC., AS CONFORMING TO ITS
STANDARDS WHERE SUCH STANDARDS HAVE BEEN ESTABLISHED. THESE MATERIALS SHALL
BEAR THE LISTING MARK OF THE UL
SUBMIT MATERIALS UST AND SHOP DRAWINGS FOR ALL MAJOR EQUIPMENT PROPOSED FOR
THIS WORK TO THE GENERAL CONTRACTOR FOR REVIEW. SUBMITTALS SHALL BE IN
ACCORDANCE WITH THE GENERAL CONDITIONS AND SHALL BEAR THE APPROVAL OF THE
ELECTRICAL CONTRACTOR SHOWING THAT HE HAS REVIEWED THEM AND THAT THE
PROPOSED MATERIALS ARE EQUIVALENT TO OR BETTER THAN THE SPECIFIED MATERIALS AS
INDICATED ON THE DRAWINGS AND AS SPECIFIED HERON.
CONTRACTOR SHALL PROVIDE AND INSTALL THE SPECIFIED MANUFACTURER AND MODEL
NUMBER OF LIGHT FIXTURES AND LAMPS AS INDICATED ON THE LIGHTING FIXTURE
SCHEDULE THE CONTRACTOR SHALL PROVIDE ADEQUATE INFORMATION ON ANY PROPOSED
EXCEPTION TO THE SPECIFIED LIST NO LESS THAN THREE (3) DAYS PRIOR TO BID DATE
PROVIDE MANUFACTURER AND MODEL NUMBER OF PROPOSED EXCEPTIONS AND, IF
REQUESTED, PROVIDE CUT SHEET, PHOTOMETRICS, AND SAMPLES. FIXTURE SUBMITTALS
NOT AS SPECIFIED AND PROVIDED AFTER BID WITHOUT PRIOR APPROVAL WILL NOT BE
ACCEPTED FOR REVIEW.
GROUNDING AND BONDING
GROUND THE SYSTEM IN ACCORDANCE WITH ARTICLE 250 OF THE LATEST ADOPTED ISSUE
OF THE N.E.C.
ALL EQUIPMENT, MOTOR, FIXTURE, RECEPTACLE, OR DEVICE TO WHICH CURRENT CARRYING
CONDUCTORS ARE CONNECTED SHALL. HAVE A SEPARATE GREEN EQUIPMENT GROUNDING
CONDUCTOR, SIZED IN ACCORDANCE WITH N.E.C. TABLE 250-95, AND TO BE INSTALLED IN
THE RACEWAY AND CONNECTED TO THE DEVICE
ALL GROUNDING OR BONDING CONDUCTORS SHALL BE SIZED AS REQUIRED BY THE NEC
AND SHALL BE THWN/THHN INSULATED WITH GREEN COLOR CODING.
ALL ELECTRICAL EQUIPMENT ENCLOSURES AND CONDUCTOR ENCLOSURES SHALL BE
GROUNDED.
SAFETY SWITCHES
SAFETY SWITCHES SHALL BE GENERAL DUTY SAFETY SWITCHES WITH 100,000A SHORT
CIRCUIT RATING AND SHALL BE LISTED IN ACCORDANCE WITH U.L 98. THE COVER SHALL
BE INTERLOCKED SO THAT THE DOOR CANNOT BE OPENED WITH THE HANDLE IN THE 'ON'
POSITION, EXCEPT BY THE INTENTIONAL OPERATION OF A CONCEALED RELEASE (DEFEATER)
MECHANISM. PROVIDE NEMA 1 ENCLOSURES FOR INTERIOR LOCATIONS AND NEMA 3R
ENCLOSURES FOR EXTERIOR LOCATIONS.
SAFETY SWITCHES AND DISCONNECTS SHALL BE FUSED (FOR A/C EQUIPMENT AS PER U.L
LISTING AND LOCAL CODE REQUIREMENTS) OR NON—FUSED AS INDICATED ON DRAWINGS OR
AS REQUIRED BY THE NEC. SWITCHES SHALL BE MANUFACTURED BY GENERAL ELECTRIC,
SQUARED, SIEMENS, WESTINGHOUSE, OR EQUIVALENT.
PROVIDE ENGRAVED PHENOLIC NAMEPLATES FOR ALL SAFETY SWITCHES INDICATING
EQUIPMENT SERVED.
FUSES TO BE BUSSMAN TYPE, DUAL—ELEMENT, TIME DELAY, TYPE RKS.
LIGHT FIXTURE SCHEDULE SHOWS REQUIRED TYPE OF FIXTURES ONLY. DETERMINE
MODIFlCATTONS REQUIRED TO MAKE FIXTURES SUITABLE FOR COUNGS AS INSTALLED., AND
FURNISH FIXTURES ADAPTED TO THE CEILING USED. FIXTURES SHALL BE U.L APPROVED.
THIS CONTRACTOR SHALL PROTECT THE FIXTURES AND LAMPS, AND SHALL REPLACE
BROKEN PARTS. ALL LENSES AND LOUVERS IN ANY AREAS SHALL BE CLEANED AFTER ALL
TRADES HAVE COMPLETED THEIR WORK IN THAT AREA.
ALL RACEWAY ROUTED CONCEALED ABOVE CEILING OR IN WALL SHALL BE EMT. ALL
CONDUIT EXPOSED TO THE PHYSICAL DAMAGE OR OUTSIDE SHALL BE GALVANIZED RIGID
STEEL OR INTERMEDIATE METAL CONDUIT. MINIMUM SIZE OF RACEWAY SHAH. BE 1/2'.
UNDERSLAB OR UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC CONDUIT.
SIZE CONDUIT PER N.E.C. FOR ENCLOSED WIRING.
FITTINGS SHALL BE APPROVED AND U.L LISTED FOR THE RACEWAY INSTALLED.
PROVIDE PULLSTRINGS IN ALL EM1PY CONDUITS.
ALL CONDUIT TERMINATING IN OUTLETS, JUNCTION OR PULL BOXES, AND CABINETS MUST
TERMINATE WITH A LOCKNUT AND BUSHING, EXCEPT AT EXPOSED CAST BOXES WHERE
THEY MAY BE OMITTED. RIGID CONDUIT SHALL BE INSTALLED WITH DOUBLE LOCKNUTS
AND BUSHING.
COUPLINGS, CONNECTORS, AND FITTINGS FOR EMT SHALL BE STEEL SETSCREW.
FLEXIBLE METAL CONDUIT SHALL BE USED FOR CONNECTIONS TO LIGHTING FIXTURES,
FIXED APPLIANCES AND MOTORS WHERE FLEXIBILITY IS REQUIRED, FIXTURE WHIPS MAY BE
1/2' TO 3/8' TO INDIVIDUAL FIXTURES AND ALL OTHER SHALL BE 1/2'.
PVC CONDUIT SHALL BE INSTALLED WITH FACTORY ELBOWS AND FITTINGS. USE ONLY
APPROVED SOLVENT GLUE FOR THE CONDUIT AND FITTINGS. FIELD BENDING OF PVC
CONDUIT MAY BE PERFORMED ONLY WITH THE CONDUIT MANUFACTURER'S NOT BOX'
APPROVED BENDERS.
ALL CONDUCTORS MUST BE IN A RACEWAY. NO BX OR ROMEX ALLOWED. MX TYPE IS
ALLOWED WHEN ITS' USE IS PERMITTED BY THE AUTHORITIES HAVING JURISDICTION.
CONDUCTORS
ALL CONDUCTORS SHALL BE #12 COPPER (MINIMUM) WITH THHN/M INSULATION AND
SHALL CONFORM TO THE CURRENT ISSUE OF THE N.E.C. ARTICLES 300 AND 310, AND
SHALL MEET ASTM SPECIFICATIONS. ALL CONDUCTORS SHALL BE NEW FREE OF KINKS
AND OTHER DEFECTS WHEN INSTALLED.
MINIMUM WIRE SIZE SHALL BE NO. 12 (EXCEPT NO. 14 FOR CONTROL WIRING) AND SHALL
BE SOFT DRAWN COPPER, SOLID WITH THWN/THHN INSULATION IN SIZES THROUGH NO. 10
AND STRANDED WITH THWN/THHN INSULATION FOR NO. 8 AND LARGER.
INSULATION SHALL BE SUITABLE FOR 600 VOLTS AND MUST BEAR THE CONDUCTOR SIZE,
TYPE OF INSULATION, AND THE MANUFACTURER'S NAME STAMPED AT REGULAR INTERVALS.
COLOR CODING SHALL BE AS FOLLOWS:
SYSTEM VOLTAGE: 240/120 VOLT
PHASE A BLACK
PHASE B RED
PHASE C BLUE
NEUTRAL WHITE
GROUND GREEN
COLOR CODE SHALL IDENTIFY THE SAME PHASE THROUGHOUT THE SYSTEM FROM MAIN
SWITCH THROUGH ALL BRANCH CIRCUITRY.
PROVIDE ALL SUPPORTS FOR MATERIAL. AND EQUIPMENT. PROVIDE STRAIN RELIEFS FOR
OVERHEAD DROP SERVICE CORDS.
WIRING
A COMPLETE SYSTEM OF CONDUCTORS SHALL BE INSTALLED FOR ALL FEEDERS, BRANCH
CIRCUITS, AND CONTROL CIRCUITS AS NOTED ON THE PLANS.
NO WIRE IS TO BE INSTALLED IN RACEWAY UNTIL THE ENTIRE RACEWAY SYSTEM IS
COMPLETE AND THEN ONLY WITH THE USE OF AN APPROVED WIRING LUBRICANT.
BRANCH CIRCUIT SIZES ARE NOTED ON THE PLANS AND MUST BE CONTINUOUS WITHOUT
REDUCTION IN SIZE THROUGHOUT THEIR LENGTH BETWEEN FIXTURE, EXCEPT WHERE
CONNECTING TO FIXTURES. BRANCH CIRCUITS EXCEEDING 70 FEET IN TOTAL LENGTH
SHALL BE A MINIMUM OF NO. 10 AWG TO THE FIRST OUTLET OR FIXTURE (PHIS DOES NOT
APPLY TO CIRCUITS WITH LARGER THAN NO. 12 CONDUCTORS ALREADY INDICATED ON
PLANS).
TELEPHONE PREWIRING
PROVIDE ALL NECESSARY WIRING, BOXES AND RELATED ACCESSORIES REQUIRED BY LOCAL
TELEPHONE COMPANY FOR COMPLETE PREWIRED UNIT INSTALLATON OF TELEPHONE SERVICE
TO TELEPHONE COMPANY INTERFACE.
WIRING DEVICES
THE FOLLOWING LISTED HUBBELL DEVICES MAY BE THE PRODUCT OF EAGLE, P do S, OR
ARROW—HART, BUT MUST BE EQUIVALENT TO THE DEVICES LISTED AND MUST BE IDENTIFIED
IN THE SUBMITTALS. ALL DEVICES SHALL BE GANG MOUNTED WHERE POSSIBLE.
SWITCHES:
SINGLE POLE, 20 AMPERES, 120/277 VOLT. CS120—W
RECEPTACLES:
DUPLEX, NEMA 5-20R, 20 AMP, 125 VOLT: CR20—W
THE COLOR OF ALL WIRING DEVICES SHALL BE IVORY (FIELD VERIFY TO MATCH EXISTING
COLOR) UNLESS OTHERWISE NOTED OR AS APPROVED/DIRECTED BY THE ARCHITECT.
COVER PLATES SHALL BE PLASTIC, COLOR TO MATCH THE ASSOCIATED DEVICE.
EQUIPMENT CONNECTIONS
THE ELECTRICAL. CONTRACTOR SWILL. MAKE ALL POWER CONNECTIONS TO EQUIPMENT
INCLUDING ALL THE ONES INSTALLED BY THE HVAC AND PLUMBING CONTRACTORS. ALL
CONTROL WIRING NOT INDICATED ON THE PLANS WILL BE THE RESPONSIBILITY OF OTHER
TRADES.
THE ELECTRICAL CONTRACTOR MUST OBTAIN ROUGH—IN INFORMATION FROM OTHER
CONTRACTORS AND VERIFY THE ACTUAL PURCHASED EQUIPMENT PRIOR TO INSTALLATION.
VERIFY THE THERMAL CONDITIONS OF THE EQUIPMENT BASED ON NAMEPLATE DATA AND
CONNECT AS THE LISTING REQUIREMENTS ARE STATED USING THE SPECIFIED MATERIALS.
ALL POWER AND CONTROL CIRCUITS FOR ELECTRICAL EQUIPMENT REQUIRING ELECTRICAL.
CONNECTIONS ARE BASED ON THE DESIGN AS INDICATED WITHIN THE CONTRACT
DOCUMENTS. THE DIVISION 16 TRADESMAN SHALL VERIFY ALL PURCHASED EQUIPMENT
THAT REQUIRES ELECTRICAL CONNECTION WITH THE RESPONSIBLE CONTRACTOR OR VENDOR
PRIOR TO ELECTRICAL ROUGH—IN. ANY DEVIATIONS IN EQUIPMENT ROUGH—IN
REQUIREMENTS FROM THE CONTRACT DOCUMENTS SHALL BE CONSIDERED A COORDINATION
ITEM THAT THE ELECTRICAL TRADESMAN SHALL DISCUSS WITH THE OTHER TRADES
INVOLVED.
APPARATUS IDENTIFICATION
PANELBOARDS, CIRCUIT BREAKERS, DISCONNECT SWITCHES AND OTHER APPARATUS USED
FOR THE OPERATION AND CONTROL OF CIRCUITS, APPLIANCES AND EQUIPMENT SHALL BE
PROPERLY IDENTIFIED BY MEANS OF ENGRAVED LAMINATED PLASTIC DESCRIPTIVE
NAMEPLATES MOUNTED ON THE APPARATUS USING PERMANENT CONTACT CEMENT. PROVIDE
TO THE OWNER UPDATED PANELBOARD DIRECTORIES UPON COMPLETION OF CONSTRUCTION.
GUARANTEE
MATERIALS, EQUIPMENT, AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE
YEAR FROM THE DATE OF ACCEPTANCE
DEVICE MOUNTING HEIGHTS
ALL MOUNTING HEIGHTS ARE TO THE CENTER OF DEVICE, UNLESS SHOWN OR NOTED
OTHERWISE:
SWITCH: 48' A.F.F.
RECEPTACLE: 18' A.F.F. OR AS NOTED
TELEPHONE: ON CENTERLINE OF ADJACENT DEVICES (RECEPTACLES).
DISCONNECT SWITCH: NOT LESS THAN 24' A.F.F. OR A.F.G. AND NOT MORE THAN 6'-5'
A.F.F. OR A.F.G. TO TOP OF HANDLE, UNLESS SHOWN OR NOTED OTHERWISE
ELECTRICAL ABBREVIATIONS;
ELECTRICAL SYMBOL LEGEND
A
AMPERE
®
EXIT FIXTURE — SINGLE OR DOUBLE FACE
DIRECTIONAL ARROWS AS SHOWN ON PLANS
AFF
ABOVE FINISHED FLOOR
O
WALLPACK, SEE LIGHT FIXTURE SCHEDULE
AFG
3
ABOVE FINISHED GRADE
O
HIGH BAY OR DOWNLIGHT LIGHT FIXTURE, SEE LIGHT FIXTURE SCHEDULE
C
CONDUIT
Al)k
COMBINATION BATTERY OPERATED EMERGENCY / EXIT LIGHT FIXTURE
C.B.
CIRCUIT BREAKER
i
$
SWITCH — SINGLE POLE, +48A.F.F.
E
EXISTING
$�
ROTARY TIME SWITCH, INTERMATIC jFD60MC—IVORY OR EQUAL
EF
EXHAUST FAN
$3
THREE WAY SWITCH, +48' A.F.F.
EWC
ELECTRIC WATER COOLER
$3T
3—WAY ROTARY TIME SWITCH, INTERMATIC #FD32H—IVORY OR EQUAL
EWH
ELECTRIC WATER HEATER 3
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DUPLEX RECEPTACLE, NEMA 5-20R
FF
FINISHED FLOOR '
DUPLEX RECEPTACLE MOUNTED 48' A.F.F.
GFI
GROUND FAULT CIRCUIT INTERRUPTING
®
30A, 250V RECEPTACLE, 48' A.F.F.
GND
GROUND
Q
JUNCTION BOX
KAIC
KILO—AMPERES OF INTERRUPTING CURRENT
PANELBOARD, 240/120V, SEE PANELBOARD SCHEDULE
M.C.B.
MAIN CIRCUIT BREAKER
D
NEMA 3R METER BASE AND SOCKET. METER BY POWER CO.
S/N
SOLID NEUTRAL i/--RPA-1,3,5
HOMERUN TO PANEL (ONE ARROW PER CIRCUIT)
TTB
TELEPHONE TERMINAL BOARD
CONDUIT CONCEALED IN WAIS
TYP.
TYPICAL
CONDUIT EXPOSED
XFMR
TRANSFORMER
CONNECTION TO EQUIPMENT
V
VOLT
FUSED DISCONNECT SWITCH, S/N, 2 — POLES, 60 — FRAME SIZE, 40 — FUSE SIZE
WP
WEATHERPROOF OR NEMA 3R
2240
0
GARAGE DOOR OPENER CONTROL PAD, +48' A.F.F.
MM- ALL INDICATED MOUNTING HEIGHTS ARE TO THE BOTTOM OF DEVICE UNLESS OTHERWISE SHOWN OR NOTED.
GENERAL ELECTRICAL NOTES
1. THE USE OF ANY PROCESS INVOLVING ASBESTOS OR PCB, AND THE INSTALLATION OF ANY
PRODUCT, INSULATION, COMPOUND OF MATERIAL CONTAINING OR INCORPORATING ASBESTOS
OR PCB, IS PROHIBITED. THE REQUIREMENTS OF THIS SPECIFICATION FOR A COMPLETE
AND PROPERLY OPERATING ELECTRICAL SYSTEM SHALL BE MET WITHOUT THE USE OF
ASBESTOS OR PCB.
2. AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR
WITH THE EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE
WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH
EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS
REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED.
3. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH NEC 2005 AND ALL OTHER CODES
AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION.
4. IT IS THE INTENT THAT THE WORK INDICATED ON THESE DRAWINGS BE PERFORMED IN A
WORKMANLIKE MANNER AND BE COMPLETE IN EVERY RESPECT FOR OCCUPANCY BY THE
OWNER. TOLERANCES TYPICALLY 1/8' IN 10'-0' U.N.O.
5. INSTALL. ALL MATERIALS AND FIXTURES PER MANUFACTURER'S RECOMMENDATIONS.
6. FIELD VERIFY ALL DIMENSIONS AND ROUGH—IN DIMENSIONS WITH ACTUAL CONDITIONS.
7. ALL SYSTEMS AND CONSTRUCTION TO BE COMPLETE IN EVERY RESPECT AND OPERATIONAL
FOR THE PURPOSE FOR WHICH THEY WERE INTENDED. PROVIDE OWNER WITH ALL
WARRANTIES / MANUALS FOR MATERIALS, SYSTEMS, ETC.
8. PROVIDE ELECTRICAL SYSTEM COMPONENTS AND ITEMS AS REQUIRED. ELECTRICAL
CONTRACTOR TO PROVIDE ADDITIONAL DRAWINGS FOR PERMIT AND ALL LABOR, MATERIALS,
AND ANY MISCELLANEOUS ITEMS NECESSARY FOR A COMPLETED SYSTEM READY FOR
OPERATION
DISCLAIMER NOTICE:
THIS DOCUMENT CONTAINS PRIVILEGED AND CONFIDENTIAL INFORMATION, ALL OF WHICH IS
EXPRESSLY PROVIDED BY 'AZ POWER SYSTEMS' FOR THE USE OF THE INTENDED
RECIPIENT, AND FOR AN INTENDED PURPOSE ANY DISTRIBUTION, REPRODUCTION, OR
OTHER USE OF THIS DOCUMENT IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN
CONSENT OF 'AZ POWER SYSTEMS' IS STRICTLY PROHIBITED.
.....................
Power Systems
FL License 160953
11655 Swift Water Circle
Orlando, FL 32817
Phone/Fox: 40724J6020
arpo wersystemsObellsouth. net
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LIGHT FIXTURE SCHEDULE
LIGHT FIXTURE DATA
LAMP DATA
BALLAST DATA
DESCRIPTION
ID
MANUFACTURER
MODEL NUMBER
TYPE WATTS QTY.
TYPE VOLTS
MAIN AMPS:
.......................................................................................
A
........................
LTTHONIA
......................................................................................................_................................,.,._...,....,.......,.............._
UNS 2 32 120
..... ._----.......i,..._.,.......... .... .. .:.
FLUORESCENT ( 32 t 2
#
ELECTRONIC 120
4' HEAVY-DUTY FLUORESCENT STRIP, 2 -LAMP, HIGH GLOSS BAKED ENAMEL
CIRCUITS:
42
i r
i
SERVICE:
FINISH
H
LITHONIA
TWA 100A 120 SF LPI
METAL HALIDE 100 1�
HPF 120
DIE-CAST ALUMINUM WALLPACK, LAMP INCLUDED, FINISH SELECTION BY OWNER,
KVA
OM�
MEDIUM BASE
CKT.
FUSED, INSTALL AT -9'-0* A.F.G. TO BOTTOM
:.. .-.-.:::..:
.: .......... r.:.,,..,...., -....,:....,,:.........:..
LOCATION OF PANELBOARD AND METERING.
KVA
K
DAYBRIfE NITS BRTTES
FU 400 M 120 ISF WRABH GG1
METAL HALIDE 1 400 1
i
HPF 120
INTERMEDIATE FLOODLIGHT, DIE-CAST ALUMINUM, GASKETED,
N0.
IP
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POLE POLE
LOAD SERVED
t
DARK BRONZE POLYESTER FINISH, INSTALL AT N14'-6' A.F.G. TO BOTTOM
XEM
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- - - -
CCAXL 1 G W H
LED 8 2
-120
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COMBINATION EMERGENCY BATTERY FIXTURE AND SINGLE GREEN
2
20
MR16 HALOGEN (
LTG EXTERIOR
FACE IXCt LIGHT, WHITE HOUSING, EMERGENCY NI -CAD BATTERY
NOTES:
1. PROVIDE ENERGY SAVING LAMPS AND BALLASTS.
2. ALL EXIT AND BATTERY PACK LIGHT FIXTURES SHALL BE CONNECTED AHEAD OF ROOM LIGHT SWITCHING.
3. EQUAL MANUFACTURERS TO BE LTTHONIA, LIGHTOLIER AND COOPER.
3. VERIFY-
AND COORDINATE EXACT FIXTURE MOUNTING HEIGHTS WITH THE OWNER PRIOR TO ROUGH IN.
FEEDER / CONDUIT SCHEDULE
ID MARK
WIRE SIZE
(AWS)
GROUND
SIZE (AWS)
CONDUIT
SIZE
®
2010
#10
5/4'
BUS AMPS:
225 PHASE:. 1
K u.
1.
LUG LOCATION:
BOTTOM
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THEY PENETRATE
E
MAIN AMPS:
200 M.C.B. WIRE: 3
NOTED OR SPECIFIED OTHERWISE
3.
MOUNTING:
SURFACE
CIRCUITS:
42
THIS BUILDING FOR CONTROL OF LIGHT FIXTURES TYPE 'K' AND W. INTERMATIC JK4321 C
SERVICE:
240/120 V OPTIONS: NEMA 3R
5.
TYPE:
SQUARE D• NQOD AIC RATING:
10K
ROUTED BELOW 18' A.F.F. TO BE IXPLOSIONPROOF TYPE
KVA
OM�
CB
CKT.
BUS
CKT
CB
LOCATION OF PANELBOARD AND METERING.
KVA
...... .......
OTHER LTG I
LOAD SERVED
REC
P OLE
.... .........
:TRIP
N0.
........... ........:
A B
N0.
IP
.,,..:.:.....:
POLE POLE
LOAD SERVED
....::... .:.....
REC :
.._�,.,...
LTG
.::..
OTHER
............. 1 92LTG,
EXTERIOR
20
E 1
1
2
20
1
LTG EXTERIOR
1.92
0.24 a
;LTG, EXTERIOR, PHOTOCELL
20
1
3
4
20
1 1
SPARE
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w
0.36 j RECEPT., LTG., HANGAR
.:..:.
20
1 1
..
5
6
20
._.............
1
RECEPT., LTG., HANGAR
0.36
0.38
W... ......._»...."..-_...__......
1,38-1 ]"1"0, TORIZED AIRCRAFT DOOR 2HP
20
1._ 2
7
K
8
20
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W _..._.......................... .»....._......».»..»
MOTORIZED AIRCRAFT DOOR 2HP
W W--._-_.
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i
1.38
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10
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x
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». ......................
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= 1
11
12
20
1
RECEPT., LTG., HANGAR
0.36 `=
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........
1.38 » »» _
_ =MOTORIZED AIRCRAFT DOOR 2H _
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, ...........................
2
13
..............
14
.........
20
1 2
.......
MOTORIZED AIRCRAFT DOOR (2HP)
mm
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-----
F
i
0.36 RECEPT., LTG., HANGAR
20
3
1
17
18
20
1
RECEPT., LTG., HANGAR
F
0.36 €
0.38
11 .1.38
1 38 L MOTORIZED AIRCRAFT DOOR 2HP
. _
20
2
19
.....
20
.
20
2
MOTORIZED AIRCRAFT DOOR 2HP
11.38
1.38
-----
--
< ---
21
..:...
22
--
4
-
.....-
---
»�
1.38 :
_._. ..:_::.:n.:::.:....
».....W.........._» 0.38 1
036..1 RECEPT.-..LTG- HANGAR....
. ...........
l..__..RECEPT.,..:LTG.,
..:.::::::..::.:. ...... ........: . ..::.: - ::....:.....
HANGAR
:.:
0.36
0.38...._�....W__.._..
1..38
...... 4 . ................... .»_....20..._k___.1------....23
! MOTORIZED AIRCRAFT DOOR (2HP)
rr rrr., r r ., r
20
2
.
25
�...-_24
26
._20
20
2
..W .W.» ...............
MOTORIZED AIRCRAFT DOOR 2HP
...
�
; 1.38
1.38
_-----
E
---
< ---
k
27
28
- -
---
......... ..... .. _ ..._.. ......
-----
.
k
1.38
0.38 w0
...0
36 ; RECEPT., LTG., HANGAR_....,...:..... _.::::....:.
20
I 1
29
20
1
RECEPT., TG
LTG., HA
0.36 i
0.38....
�..............
1.38
= MOTORIZED AIRCRAFT DOOR 2HP
1
20
2
...
31
_.. ..»._w».....
32
20
.
2
..::.:NGAR
MOTORIZED AIRCRAFT DOOR (2HP
1.38
1:.:38
33
34
-
-::
1.38
0.38
... ........ ...............................
0.36 = RECEPT., LTG., HANGAR
20
1
.:.....:..............
35
36
........, _
20
....
1
..... ........ ..............................
RECEPT., LTG., HANGAR
......
0.36 `:
.......
0.38
,::::.
1.38
kk
= MOTORIZED AIRCRAFT DOOR 2HP
......... ......... »....�.. .......
, 20
2
.... .
37
..........................
w.:...,,.....:,.....
38
20
......
2
MOTORIZED AIRCRAFT DOOR (2HP
...................._. ..... ....�....__.
..
1.38
.1.38...
i
38=SPARE
i
---
---
39
40
--
---LSPAIR_
20_;_._._.
41_�.4220
1Ery
PROVIDE:
CONNECTED KVA
4.32
8.64
33.12
HACR TYPE CIRCUIT BREAKERS SERVING HVAC EQUIPMENT
DEMAND FACTOR
1.0 "
1.25
0.50
UPDATED TYPEWRITTEN DIRECTORY
DEMAND KVA
4.32
10.8
16.56
SURGE ARRESTER
TOTAL DEMAND WA 131.0`
�-BX
DEMAND AMPS
132.0 '
LBX-3&
i�Q) -- -�
2 LBX-3 34 0 2 2 L8X-26:28 ®
A A A» A A A A A A
LBX-36 LBX-30 LBX-24
' A A A
LJ
HA,.- ....
A A A
LBX-35
i \
� \ A A
� 2
=-37:3® CID
A A A A A A
%
81-29 „ LOBI -23
ILE1L
3
A A A A A A \
Y
LBX-31:33 ®\' 22 ��2�, / LBX-25:27®
H
3
i
K u.
1.
ALL CONDUIT THROUGH WALL, FLOOR OR CEILING PENETRATIONS TO BE SEALED WITH A
g k I
i
i
i
`
THEY PENETRATE
E
k
#5j
3
NOTED OR SPECIFIED OTHERWISE
3.
ALL EXIT AND EMERGENCY BATTERY BALLASTS OF LIGHT FIXTURES TO BE CONNECTED
AHEAD OF LOCAL SWITCHING.
4.
PROVIDE AN EXTERIOR WALL FLUSH MOUNTED PHOTOCELL AT THE NORTHWEST CORNER OF
THIS BUILDING FOR CONTROL OF LIGHT FIXTURES TYPE 'K' AND W. INTERMATIC JK4321 C
o
OR EQUAL INSTALL AS HIGH AS POSSIBLE
5.
ALL RECEPTACLES AND ELECTRICAL DEVICES WITHIN AIRCRAFT HANGAR SPACE TO BE
INSTALLED AT +48' A.F.F. TO THE BOTTOM OF EACH DEVICE ALL CONDUIT AND FITTINGS
ROUTED BELOW 18' A.F.F. TO BE IXPLOSIONPROOF TYPE
KEY NOTES:
OM�
PROVIDE 30A, 24OV, 14, NEMA L6-30 TWISTLOCK RECEPTACLE IN SURFACE MOUNTED
METAL BACKBOX AND TYPE SJO 30/3 CORD WITH PLUG FOR THE AIRCRAFT OVERHEAD
DOOR MOTOR. INSTALL RECEPTACLE AT +48' A.F.F. (TYP. OF 12).
LOCATION OF PANELBOARD AND METERING.
C
K
K
K
LBX-3&
i�Q) -- -�
2 LBX-3 34 0 2 2 L8X-26:28 ®
A A A» A A A A A A
LBX-36 LBX-30 LBX-24
' A A A
LJ
HA,.- ....
A A A
LBX-35
i \
� \ A A
� 2
=-37:3® CID
A A A A A A
%
81-29 „ LOBI -23
ILE1L
3
A A A A A A \
Y
LBX-31:33 ®\' 22 ��2�, / LBX-25:27®
H
3
i
K u.
1.
ALL CONDUIT THROUGH WALL, FLOOR OR CEILING PENETRATIONS TO BE SEALED WITH A
g k I
i
i
i
`
THEY PENETRATE
E
k
#5j
3
i
w.% . K
GENERAL ELECTRICAL PLAN NOTES
3
i
C__�
1.
ALL CONDUIT THROUGH WALL, FLOOR OR CEILING PENETRATIONS TO BE SEALED WITH A
FIRE RESISTIVE COMPOUND OF SAME FIRE RATING AS THE WALLS, FLOORS OR CEILINGS
i
i
i
`
THEY PENETRATE
2.
ALL HOMERUNS TO BE 10 THHN CU. IN 3 C. UM UNLESS SHOWN,
i� %T� / 4 EMT MINIM H WN
NOTED OR SPECIFIED OTHERWISE
3.
ALL EXIT AND EMERGENCY BATTERY BALLASTS OF LIGHT FIXTURES TO BE CONNECTED
AHEAD OF LOCAL SWITCHING.
4.
PROVIDE AN EXTERIOR WALL FLUSH MOUNTED PHOTOCELL AT THE NORTHWEST CORNER OF
THIS BUILDING FOR CONTROL OF LIGHT FIXTURES TYPE 'K' AND W. INTERMATIC JK4321 C
o
OR EQUAL INSTALL AS HIGH AS POSSIBLE
5.
ALL RECEPTACLES AND ELECTRICAL DEVICES WITHIN AIRCRAFT HANGAR SPACE TO BE
INSTALLED AT +48' A.F.F. TO THE BOTTOM OF EACH DEVICE ALL CONDUIT AND FITTINGS
ROUTED BELOW 18' A.F.F. TO BE IXPLOSIONPROOF TYPE
KEY NOTES:
OM�
PROVIDE 30A, 24OV, 14, NEMA L6-30 TWISTLOCK RECEPTACLE IN SURFACE MOUNTED
METAL BACKBOX AND TYPE SJO 30/3 CORD WITH PLUG FOR THE AIRCRAFT OVERHEAD
DOOR MOTOR. INSTALL RECEPTACLE AT +48' A.F.F. (TYP. OF 12).
LOCATION OF PANELBOARD AND METERING.
LBX-& 10
LN -20:22 ® 2 2 __2��
'.• /X -EM
A A KA A A A \
A r
LM -18 LE181 .2
LBB1-6 '
A A A 5 A A A 3
E
VM PHOTOCELL
LBX-1
?�Oh` 2OV, 10, 31M
A A A A AA A A A VIA "TOCELL
k g TOPO&1MBCU.N2'C.
1T)
�'�+ �-•. ` k POKER CO.'S 1RAR
i
k
LBX-17 LBX-11 LBB1-5 i
4:
#� i3
f� 3
A A A JA A A / A A A
,...
E%AM
LOX -19.21 LBX-7:9®
LBX-13:15
XEN
VIA PHOTOCELL
K
SOUTHEAST RAMP - PHASE 2A
12 -UNIT LARGE BOX HANGAR
- ELECTRICAL FLOOR PLAN
SCALE: 3/32" =1'-0"
DISCLAIMER NOTICE:
THIS DOCUMENT CONTAINS PRIVILEGED AND CONFIDENTIAL. INFORMATION, ALL OF WHICH IS
EXPRESSLY PROVIDED BY 'AZ POWER SYSTEMS' FOR THE USE OF THE INTENDED
RECIPIENT, AND FOR AN INTENDED PURPOSE ANY DISTRIBUTION, REPRODUCTION, OR
OTHER USE OF THIS DOCUMENT IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN
CONSENT OF 'AZ POWER SYSTEMS' IS STRICTLY PROHIBITED.
cxn
3
i
C__�
k
E
k
i
i
i
`
3
SOUTHEAST RAMP - PHASE 2A
12 -UNIT LARGE BOX HANGAR
- ELECTRICAL FLOOR PLAN
SCALE: 3/32" =1'-0"
DISCLAIMER NOTICE:
THIS DOCUMENT CONTAINS PRIVILEGED AND CONFIDENTIAL. INFORMATION, ALL OF WHICH IS
EXPRESSLY PROVIDED BY 'AZ POWER SYSTEMS' FOR THE USE OF THE INTENDED
RECIPIENT, AND FOR AN INTENDED PURPOSE ANY DISTRIBUTION, REPRODUCTION, OR
OTHER USE OF THIS DOCUMENT IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN
CONSENT OF 'AZ POWER SYSTEMS' IS STRICTLY PROHIBITED.
cxn
C__�
�E-4
O
o
w
�
OM�
-Q'
C
t..t EXISTING HANGAR f
FF. EL. 28.50
w:.
EXISTING, HANGAR, µ
FF. EL. 28.50
(..:., .mow } ..: .:.. �..... ..... .... ... ..„ .._.,
EXISTING HANGAR
FF. ,EL. 28.50,
k::.. .:.:E ?.. �... ..:..� # .....i L .:::..
f EXISTING HANGAR r.. ��° _� ��-
XITING AIGAR
w w r .
E E �
f..:. ; ....E FF...f EL.;
28.50 E 1 '- F. �28.5Q ........ .........I
:..
i
�s
PROPOSED HANGAR
FF. EL. 128.50
A
T
PRO OSED HAN�AR
F. EL. 28.$0
UE PRIMARY CO
. ..
......... ... _. ...... € ....
it
I
FF. EL. 28 50
LB3 PRO OSED HANGAR
13 F. EL. 28..r0
ELECTRICAL SITE PLAN
-b
EXISTING HANGAR
FF. EU 28.50
F
c
io... .,.....f
E
y ..
--------------- �.....':
EXISTING HANGAR
FF. EL. 28.50
., ,..
5
EXISTING' HANGAR
FF, EL,'28.50
PROPOSED HANGAR
FF. EL. 28.50
f
GENERAL ELEGi CAL NOTES:
" F s
1. ALL CONDUIT THROUGH WALL, FLOOR OR CEILING PENETRATIONS TO BE
SEALED WITH A FIRE RESISTIVE COMPOUND OF SAME FIRE RATING AS THE
i;fFa WALLS, FLOORS OR CEILINGS THEY PENETRATE (TYP.).
EXISTING HANGAR `
FF. EL. 28.50 .. 2. ALL HOMERUNS TO BE #10 THHN/THWN CU. IN 3/4 EMT C. MINIMUM,
' I UNLESS SHOWN, NOTED OR SPECIFIED OTHERWISE.
�s 3. ALL ELECTRICAL EQUIPMENT SHOWN DASHED IS EXISTING TO REMAIN,
UNLESS SHOWN OR NOTED OTHERWISE (TYP.).
fl
., 4. FINAL LOCATION OF POWER AND TELECOMMUNICATIONS OUTLETS TO BE
..... ...... : :..; ..:;..:;......,,.,, _....:.. COORDINATED WITH THE OWNER PRIOR TO ROUGH -IN.
5. ALL TERMINATED ENDS OF EMTPY UNDERGROUND OR STUBBED -UP
E; CONDUIT TO BE CAPPPED AND SEALED. PROVIDE TWO NYLON
PULLSTRINGS IN EACH CONDUIT FOR FUTURE CABLE PULLS.
EXISTING HANGAR£€ "
FF. EL. 28.50 5. ALL SECONDARY CONDUIT TO BE BURIED A MINIMUM OF 24 BELOW
FINISHED GRADE WITHIN TRAFFIC RATED AREAS, AND 18" BELOW FINISHED
GRADE IN NON -TRAFFIC OR LANDSCAPE AREAS (TYP.).
C-41
I 6. PRIMARY CONDUIT BURIAL DEPTH PER POWER COS REQUIREMENTS OR 36
m ry BELOW FINISHED GRADE (TYP.).
f
€ E
9..
(TY''.) ? , € f i«Y NOTES:
PROPOSE HANGAR
FF. EL. 28.50
C2=1 C21
i E
f
PROPOED HANGAR 1_l /`/{-f' P FF EL �28 50GAR
FF. E . 28.50
3 N
r
a
I
REMOVE EXISTING PORTION OF BURIED PRIMARY CONDUIT AND
REROUTE TO THE PROPOSED LOCATION OF PAD MOUNTED
TRANSFORMER.
2 PROVIDE A METAL STAKE TO IDENTIFY THE LOCATION OF BURIED
2" PRIMARY CONDUIT FOR FUTURE USE.
3 > PROPOSED LOCATION OF POWER CO'S. 240/120V, 10
TRANSFORMER TO SERVE BUILDING(S) AS SHOWN.
4 > PROVIDE 2" SECONDARY CONDUIT FROM THE PROPOSED
LOCATION OF PAD MOUNTED TRANSFORMER TO SERVE BUILDING
PANELBOARD.
R�> PROVIDE 2'X3' GRADE MOUNTED POLYCRETE PULLBOX (TYP.).
R�> PROVIDE TWO (2) 2" AND FOUR (4) 3" BURIED CONDUITS
BETWEEN PULLBOXES AS SHOWN.
PROVIDE TWO (2) 2" CONDUITS FROM THE PULLBOX TO THE
FUTURE LOCATION OF TELEPHONE TERMINAL BOARD. STUB -UP
+18" A.F.F.
R�> PROVIDE THREE (3) 1" CONDUITS FROM THE PULLBOX TO THE
FUTURE LOCATION OF GATE CONTROL DEVICES AS DIRECTED BY
AIRPORT AUTHORITY AND THE OWNER.
9 EXISTING POWER CO.'S PRIMARY CONDUIT TEMRINATION.
10 PROVIDE A WEATHERPROOF CAST OUTLET BOX AND WATERTIGHT
FLEXIBLE CONNECTION TO THE EXTERIOR ILLUMINATED SIGN,
CONTROLLED BY A PHOTOCELL. VERIFY EXACT LOCATION WITH
THE OWNER PRIOR TO ROUGH -IN. SERVICE TO BE PROVIDED
VIA 20A/1 P CIRCUIT BREAKER IN PANELBOARD 'C2-1', CIRCUIT
31.
FEEDER / CONDUIT SCHEDULE
PROPOSED HANGAR
FF. EL. 28.5
WIRE SIZE
(AWS)
MORO
SIZE (AWS)
CONDUIT
SIZE
®
2010
#10
3/4"
PROPOSED HANGAR
FF. EL. 128.50
A
T
PRO OSED HAN�AR
F. EL. 28.$0
UE PRIMARY CO
. ..
......... ... _. ...... € ....
it
I
FF. EL. 28 50
LB3 PRO OSED HANGAR
13 F. EL. 28..r0
ELECTRICAL SITE PLAN
-b
EXISTING HANGAR
FF. EU 28.50
F
c
io... .,.....f
E
y ..
--------------- �.....':
EXISTING HANGAR
FF. EL. 28.50
., ,..
5
EXISTING' HANGAR
FF, EL,'28.50
PROPOSED HANGAR
FF. EL. 28.50
f
GENERAL ELEGi CAL NOTES:
" F s
1. ALL CONDUIT THROUGH WALL, FLOOR OR CEILING PENETRATIONS TO BE
SEALED WITH A FIRE RESISTIVE COMPOUND OF SAME FIRE RATING AS THE
i;fFa WALLS, FLOORS OR CEILINGS THEY PENETRATE (TYP.).
EXISTING HANGAR `
FF. EL. 28.50 .. 2. ALL HOMERUNS TO BE #10 THHN/THWN CU. IN 3/4 EMT C. MINIMUM,
' I UNLESS SHOWN, NOTED OR SPECIFIED OTHERWISE.
�s 3. ALL ELECTRICAL EQUIPMENT SHOWN DASHED IS EXISTING TO REMAIN,
UNLESS SHOWN OR NOTED OTHERWISE (TYP.).
fl
., 4. FINAL LOCATION OF POWER AND TELECOMMUNICATIONS OUTLETS TO BE
..... ...... : :..; ..:;..:;......,,.,, _....:.. COORDINATED WITH THE OWNER PRIOR TO ROUGH -IN.
5. ALL TERMINATED ENDS OF EMTPY UNDERGROUND OR STUBBED -UP
E; CONDUIT TO BE CAPPPED AND SEALED. PROVIDE TWO NYLON
PULLSTRINGS IN EACH CONDUIT FOR FUTURE CABLE PULLS.
EXISTING HANGAR£€ "
FF. EL. 28.50 5. ALL SECONDARY CONDUIT TO BE BURIED A MINIMUM OF 24 BELOW
FINISHED GRADE WITHIN TRAFFIC RATED AREAS, AND 18" BELOW FINISHED
GRADE IN NON -TRAFFIC OR LANDSCAPE AREAS (TYP.).
C-41
I 6. PRIMARY CONDUIT BURIAL DEPTH PER POWER COS REQUIREMENTS OR 36
m ry BELOW FINISHED GRADE (TYP.).
f
€ E
9..
(TY''.) ? , € f i«Y NOTES:
PROPOSE HANGAR
FF. EL. 28.50
C2=1 C21
i E
f
PROPOED HANGAR 1_l /`/{-f' P FF EL �28 50GAR
FF. E . 28.50
3 N
r
a
I
REMOVE EXISTING PORTION OF BURIED PRIMARY CONDUIT AND
REROUTE TO THE PROPOSED LOCATION OF PAD MOUNTED
TRANSFORMER.
2 PROVIDE A METAL STAKE TO IDENTIFY THE LOCATION OF BURIED
2" PRIMARY CONDUIT FOR FUTURE USE.
3 > PROPOSED LOCATION OF POWER CO'S. 240/120V, 10
TRANSFORMER TO SERVE BUILDING(S) AS SHOWN.
4 > PROVIDE 2" SECONDARY CONDUIT FROM THE PROPOSED
LOCATION OF PAD MOUNTED TRANSFORMER TO SERVE BUILDING
PANELBOARD.
R�> PROVIDE 2'X3' GRADE MOUNTED POLYCRETE PULLBOX (TYP.).
R�> PROVIDE TWO (2) 2" AND FOUR (4) 3" BURIED CONDUITS
BETWEEN PULLBOXES AS SHOWN.
PROVIDE TWO (2) 2" CONDUITS FROM THE PULLBOX TO THE
FUTURE LOCATION OF TELEPHONE TERMINAL BOARD. STUB -UP
+18" A.F.F.
R�> PROVIDE THREE (3) 1" CONDUITS FROM THE PULLBOX TO THE
FUTURE LOCATION OF GATE CONTROL DEVICES AS DIRECTED BY
AIRPORT AUTHORITY AND THE OWNER.
9 EXISTING POWER CO.'S PRIMARY CONDUIT TEMRINATION.
10 PROVIDE A WEATHERPROOF CAST OUTLET BOX AND WATERTIGHT
FLEXIBLE CONNECTION TO THE EXTERIOR ILLUMINATED SIGN,
CONTROLLED BY A PHOTOCELL. VERIFY EXACT LOCATION WITH
THE OWNER PRIOR TO ROUGH -IN. SERVICE TO BE PROVIDED
VIA 20A/1 P CIRCUIT BREAKER IN PANELBOARD 'C2-1', CIRCUIT
31.
FEEDER / CONDUIT SCHEDULE
ID MARK
WIRE SIZE
(AWS)
MORO
SIZE (AWS)
CONDUIT
SIZE
®
2010
#10
3/4"
C APIIIC SCALE
30 0 15 30 60
120
( IN FEET )
> INCH = 60 FT.
I
O
KARYOV, P.E.
E #60953
Power Systems
Seatrtcal Engineering & Coneutting
FL. License /60953
11655 Swift Water Circle
Orlando, FL 32817
Phone/Fox: 407.243.6020
azpo wersystems®bellsouth. net
DRAWN
AEZ
CHECKED
AEZ
DATE
JUNE 15, 2006
SCALE
AS NOTED
PROJECT NO.
24015.3
PHASE 2A
HANGARS
ELECTRICAL
SITE UTILITIES
SHEET
ES -2.0
4.
Cd
'—'
o
U
a�
0
o
U
a�
Q
�
0
bJ
O
o U
rd
w
`n
0
b
4-4
Q)
c�
2
g
o�
P;-4 E-1
m
.
p
-!4
b
,b
a U
; ;
+'
°
co Cn
cd
E P -i
o
O
U)
Un
DRAWN
AEZ
CHECKED
AEZ
DATE
JUNE 15, 2006
SCALE
AS NOTED
PROJECT NO.
24015.3
PHASE 2A
HANGARS
ELECTRICAL
SITE UTILITIES
SHEET
ES -2.0
4.