14-1037-013REMOVE EXISTING NON —LOAD
BEARING CMU BLOCK WALL.
EXISTING OPEN GRATE
LOCATED IN CEILING
FOR INTAKE AIR
FLEXIBLE CONNECTION
CONTRACTOR FURNISHED
30x30 SHEETMETAL EXHAUST
SHROUD. PROVIDE LINTEL
SUPPORT PER DETAIL 5/C -6.
EXISTING DAY TANK
FOR EXISTING GENERATOR
EXISTING
BUILIDNG
EXISTING GENERATOR
EXHAUST PIPE
2" VENT
EXHAUST PIPE IN FIRE RATED WRAP
(SIZE AS PER MANUFACTURER)
WALL THIMBLE, STAINLESS STEEL
BASIS OF DESIGN: EM PRODUCTS
WTS -06- 060383
TREMINATE PIPE W/ 45' CUT
AND FLAPPER VALVE
COORDINATE FINAL LOCATION
OF EXHAUST IN FIELD.
GENERATOR DISCHARGE SHALL
TERMINATE A MINIMUN OF 10' -0"
ABOVE GROUND LEVEL
SHROUD. PROVIDE LINTEL
SUPPORT PER DETAIL 5/C -6.
PROVIDE 48 "X42" INTAKE LOUVER
GREENHECK MODEL SEH -501
PROVIDE LINTEL SUPPORT
PER DETAIL 5/C -6.
EXISTING EXHAUST —�
FAN
EXISTING CONDENSING
UNIT
NEW ON -SITE 50 KW
STAND BY GENERATOR C — — — — -
I
2" VENT SCHEDULE
40 BLACK IRON PIPE
EXISTING
- - -- ----- -I —I -- I MECHANICAL
ROOM
_�— NEW 4" GENERATOR
EXHAUST PIPE
I� I
EXISTING
013/16 MM. HOLES
(6 PL:CS)
I 5/8 �
37
(9S4) 63 -226e
ROBERT A SALSBUtV, P E
EMERGENCY
1
� FLORIDA LICENSE N49852
0
GENERATOR
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DIMENSIONAL LAYOUT
DATE:
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MECHANICAL
SCALE: 1/4"= 1'4"
1
BATHROOM
BATHROOM
EXISTING PUMPS
BATHROOM
BATHROOM
BATHROOM
HVAC GENERAL NOTES:
1. ALL MECHANICAL SYSTEMS ARE TO BE INSTALLED IN ACCORDANCE WITH ALL
APPLICABLE SECTIONS OF THE NFPA STANDARDS ANSI STANDARDS THE LOCAL
BUILDING CODE, NOISE & HEIGHT ORDINANCES, PLANS AND SPECIFINTIONS.
2. ALL MATERIALS SHALL BE NEW AND ALL WORKMANSHIP AND MATERIALS SHALL BE
IN RULSTRICT
S IAND ORDINANCES,�ANY DAMAGED EQUIPMENTO SHALPRODUCT RPLACEDOOR
RESTORED TO ORIGINAL CONDITION.
3 PANELS, CONTROL SYSTEMS PROVIDE
DEVICESL PERMITS AND SIENCESUNECESSARY FOR
FURNISHING AND INSTALLING A COMPLETE OPERABLE MECHANICAL SYSTEM.
4 SURROUNDING COLOR AND AS SHALL BY ARCHITECT• VERIFY COLOR
AND TEXTURE WITH ARCHITECT. PAINT ALL EXPOSED MECHANICAL EQUIPMENT
WITH BENJAMIN MOORE EPDXY ENAMEL 182.
5 ALLNEGSI SLRBE TE EA WEATHER PAINTING, CUTTING PALB Y HGNE CONRACTR.
6. AFL OPENINGS IN BUILDING STRUCTURE, FOR DUCTWORK, PIPING, ETC. TO BE
1 .2" LARGER (ON ALL SIDES) THEN THE OUTSIDE DIMENSIONS. FILL VOIDS
WITH FIRE RETARDANT SILICONE FOAM I.E. CHASE -FOAM CTC PR -855 BY CHASE
TECHNOLOGY CORP
7. PROVIDE FLEXIBLE DUCT CONNECTORS, RATED AS REQUIRED, TO ALL FANS, A/C
UNITS, OR MECHANICAL EQUIPMENT.
8. PROVIDE MAINTENANCE AND OPERATION MANUAL ON ALL MECHANICAL EQUIPMENT
OR SYSTEMS. PROVIDE 5 SETS OF SUBMITTALS ON ALL HVAC EQUIPMENT.
SUBMITTALS SHALL HAVE A SUMMARY SHEET SHOWING ALL SCHEDULED
INFORMATION.
9. HVAC CONTRACTOR WILL WARRANTY ALL MECHANICAL SYSTEMS, DUCTWORK
THERMOSTATS AND ALL OTHER EQUIPMENT,PARTS AND �ABOR UNDER THESE
DRAWINGS ANb SPECIFICATIONS FOR A PERIOD OF ONE 1 YEAR AFTER C.O. OF
BUILDING. ANY REPAIRS REQUIRING SYSTEM SHUT DOWN WILL BE DONE DURING
NON OPERATIONAL PERIODS. HVAC CONTRACTOR SHALL COORDINATE WITH ALL
OTHER TRADES PRIOR TO BIDDING AND PURCHASING ANY EQUIPMENT.
10. GENERATOR EXHAUST PIPE THIMBLE SHALL BE PROVIDED WHEREVER THE
THE GENERATOR EXHAUST PIPE PENETRATES THE BUILDING STRUCTURE. THE THIMBLES
SHALL BE INSULATED WITH HIGH TEMPERATURE INSULATION AND SHALL BE VENTED
WITH ONE -INCH DIAMETER HOLES AT ONE END ONLY. THE THIMBLES SHALL
BE CONSTRUCTED OF STAINLESS STEEL. THE GENERATOR EXHAUST PIPE SHALL BE
SCH 40 BSP, EXTERNALLY INSULATED WITH HIGH TEMPERATURE INSULATION.
3- N.P.T. (E -VENT)
3' N.P.T. - iifl'li)
IN RUPTUIfE BASIN
25 3/4 (DUCT
FLN;GE WIDTH)
5 3/8
27 N.P.T. (NORMAL VENT)
1 -1/2' N.P.T. (2ND GAUGE'j
[89]
!LNWt
HEIGHT)
77 3/8
NOTE: PROVIDE 10GA GALV. STEEL
INSULATION PROTECTIVE SADDLES
AT MUFFLER SUPPORT.
NOTE: PRIME & PAINT
CHANNEL & ANGLE WITH
ZINC RICH PAINT AFTER FABRICATION
SPRING ISOLATOR, 2.0 INCH
DEFLECTION (TYP. 4 PLACES)
3/8" ROD, ASTM A -36 STEEL
(TYP. 4 PLACES)
CRITICAL GRADE SILENCER
1 x1 x1 /8 ANGLE, WEDGED AGAINST
MUFFLER, WELD TO CHANNEL AT
BOTH ENDS. (TYP. 2 PLACES)
3x5.0 CHANNEL MINIMUM
(TYP. 2 PLACES) SECURE TO ROD
WITH DOUBLE NUTS (TYP. 4 PLACES) -
EXHAUST PIPE, SIZE AS SHOWN ON
PLAN, INSULATE EXHAUST PIPING
AND MUFFLER BETWEEN GENERATOR
AND THIMBLE, DO NOT SEAL THIMBLE
VENT HOLES
VIBRATION ISOLATORS AS
RECOMMENDED BY MANUFACTURER
HINGED FLAPP
3/8" MASONRY WEDGE CAST IN PLACE S.S.
ANCHOR, 5000 LB WALL THIMBLE,
ULTIMATE PULLOUT MAINTAIN 1/2"
(TYP. 4 PLACES) ANNULAR AIR SPACE
BETWEEN PIPE AND
CONCRETE SLAB THIMBLE
FINISH
FLOOR
4"
° 1/2" DRAIN
LINE
V20 GA: GALVANIZED
110 STEEL HOLD DOWN
STRAPS, SECURE TO
ANGLES
GENERATOR SET
300 GALLON UL LISTED
SUB -BASE FUEL TANK WITH
125% CONTAINMENT
12x12
ACCESS
DOOR
F�
COUNTERBALANCED
BACKDRAFT DAMPER,
SIZE AS SHOWN
ON PLANS ANGLE
IRON SUPPORT
FRAME
EXHAUST
AIR
GALVANIZED
SHEET METAL
SHROUD
FLEXIBLE CONNECTION
FULL SIZE OF RADIATOR
DUCT FLANGE
GENERATOR EXHAUST AND VENTILATION DETAIL
NOT TO SCALE
13 5/8 r•--
NOTES:
1) APPROX. WEIGHT: (WET) 4200]
2) REFERENCE BASE/TANK DRAWING: 108 -3150
3) [X] DIMENSIONS MAY VARY DUE TO I= ENGAGEMENT
1 -1 /2' N.P.T. (LEAK SWITCH) 4) MUFFLER WEIGHT SUPPORT BY CUSTOMER
IN RUPTURE BASIN 5) EXHAUST SYSTEM NOT SHOWN ON TOP VIEW
OseeMC O "%
i O Mum O1°', 1 34 7/8
-- - - -- - - `- 1 -1/2' N.P.T. (GAUGE) ' 0°mrn Oswu�! 9 5/8
O°w ow
MALFUNCTION �•
F110
r08
ND -25
INDICATOR LED'S EMERGENCY STOP
(SCALE: 10X) . { MALFUNCTION INDICATOR LED'S
3' CRmCAL GRADE MUFTLER ALMM BUZZER
MUFFLER INSULATION WRAP 15 IMP FUSE
BATTERY CHARGER MAINLINE CIRCUIT [93]
MANUAL HOLDER BREAKER LOCATION (200A)
c3un ' 01 — CONDUIT'
CONNECTION
/ LACAT
300 GL DW UL LISTED
SUB -BASE FUEL TANK
125% CONTAINMENT
11 3/4
36
69 1/4 (APPROX.
CONTROL PANEL
HEIGHT)
i
12 11 ; 30 T 22--1
r 94
013/16 MM. HOLES
(6 PL:CS)
I 5/8 �
37
(9S4) 63 -226e
ROBERT A SALSBUtV, P E
OPERATIONS___ . - - _ __ _ _ --
� FLORIDA LICENSE N49852
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GENERATOR DETAIL
SCALE: N.T.S.
w i'I,.'r iz( nmr eless
777 YAMATO DRIVE, SUITE 600
BOCA RATON, FL 33431
• PLANNING
. ENGINEERING
• SURVEYING
• CONSTRUCTION
MANAGEMENT
TECTONIC Engineering & Surveying Consultants P.C.
36 British American Blvd., Suite 101
Phone: (518) 783 -1630
Fax: (518) 783 -1544
www.tectonicengineering.com
PRELIMINARY /CONSTRUCTION
RF ENG._____._._ _- _._____ -- -- .__. - --
600 E. •RCWARD BLVD, S 601, FT. LAUDERDALE, FL3310'
EQPT. ENG.____ _- _ __. ___- -_. ___ __-
(9S4) 63 -226e
ROBERT A SALSBUtV, P E
OPERATIONS___ . - - _ __ _ _ --
� FLORIDA LICENSE N49852
0
' ® CAA 26105
Mq
CI D I'%
DATE:
REAL ESTATE _ _ _ _ __ -_ _ -
DATE:
CONSULTING ENGINEERS, LLC
DZSIGN u4th CONFIDENCE
PROJECT MANAGER: IRINA GOLDENBERG
JOB A
PRELIMINARY /CONSTRUCTION
RF ENG._____._._ _- _._____ -- -- .__. - --
. -DATE:
EQPT. ENG.____ _- _ __. ___- -_. ___ __-
DATE:
OPERATIONS___ . - - _ __ _ _ --
_ DATE:
CONST. MGR._ .._ __._ _. _ ._ -
_ __ DATE:
NETWORK ENG.. _______ ___.
DATE:
REAL ESTATE _ _ _ _ __ -_ _ -
DATE:
WORK ORDER NUMBER
DRAWN RY
6097.68304 TJH
NO_ DATF ISSl1F
0
6/10/13
FOR COMMENT
1
7/11/13
PER COMMENTS
2
7/19/13
FOR PERMIT
3
12/27/13
FOR CONSTRUCTION
RELEASED BY DATE
0•'
. No. 498 '
--
i p, v
FR
ROBERT A. SALSBURY, P.E.
FLORIDA LICENSE #49852
CA# 28105
UNAUTHORIZED ALTERATION OR ADDITIONS TO A PLAN
BEARING THE SEAL OF A LICENSED ENGINEER OR LAND
SURVEYOR IS A VIOLATION OF ACCEPTED ENGINEERING
PRACTICES IN THE STATE OF FLORIDA PURSUANT TO
SECTION 471 FLORIDA STATUTES.
COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF
THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR
ORIGINAL STAMP IN BLUE OR RED INK OF THE
PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL
NOT BE CONSIDERED VALID COPIES.
0 1 2 3
Mon
ORIGINAL SIZE IN INCHES
SITE INFORMATION
SUNSET STATION
5975 SUNSET DRIVE
CITY OF SOUTH MIAMI
MIAMI DADE COUNTY-' -
FL 33143
SIitLI HILL
MECHANICAL PLAN 7
SHEET NUMBER
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