08-623-0093/8 "0 ALL THREADED
ROD & DOUBLE NUTS
SEE STRUCTURAL
SUPPORT DET. ON THIS
DRAWING
R/A
S/A
CONDENSATE LINE
DRAIN PAN
EHT_'�_ ISOLATION PAD & UNISTRUT
AUXILIARY PAN D N l.E4K SEAL W /DOUBLE NUTS & FLAT WASHERS, TYP.
NOTE: DRAIN PAN SHALL BE A MINIMUM OF 1-1/2" DEEP AND 3 INCHES LARGER THAN
THE UNIT IN WIDTH AND LENGHT ON ALL SIDES AND SHALL BE CONSTRUCTED OF NOT
LESS THAN 24 GAUGE GALVANIZED SHEET METALWATERTIGHT OF CORROSION RESISTANT MATERIAL.
�. ' ,-- ,v r 11, � ° , I k.
y•' ] � � � .,n �nn n. Al '� � M n r i
- - - - - - - - -- -- - - - -- - - - - -- - ---------- - - - - -- ---- - - - - -- - -- ----- - - - - -- ------------- - - - - -- - -- - - - - --
NTS
NOTE: PROVIDE 2' -0" MIN. CLEARENCE
AROUND 3 SIDES OF UNIT.
—ALL ROOFTOP MOUNTED EQUIPMENT SUPPORTS SHALL
COMPLY W /FBC 2001 HVHZ REQUIREMENTS FOR 150 MPH
3 SECOND GUST WINDLOAD.
— PHENOLIC ID SINGS ON TENANT CONDENSING UNIT
— CONDUITS TO BE RUN ON "SILVER GOAL POSTS" O ROOF
REQUIRE ROOFING VENDOR TO MAKE NEEDED PENETRATIONS
— VIBRATION ISOLATION PADS REQUIRED AT UNIT.
STRUCTURAL SUPPORT DETAIL
NOT TO SCALE
HANGER. PROVIDE
. EMBEDMENT
W2
1. ALL VANED ELBOWS SHALL BE CONSTRUCTED AND
INSTALLED AS DETAILED BY SMACNA.
2. WHEN W. DOES NOT EQUAL W2 VANE SHALL BE SINGLE
VANE TYPE REGARDLESS OF W DIMENSION.
3. ALL SINGLE VANES SHALL HAVE A 2 INCH RADIUS,
1 1/2 INCH MAXIMUM SPACE BETWEEN VANES AND A
3/4 INCH TRAILING EDGE.
4. WHEN W, EQUALS W2 AND W. IS GREATER THAN 20
INCHES VANES SHALL BE DOUBLE VANE TYPE.
SQUARE VANED ELBOWS
N.T.S.
PROJECT N0: 0804 -045
BLITSTEIN DESIGN
ASSOCIATES
AR0007570
ARCHITECTURE INTERIOR DESIGN
285 Sevilla Avenue Coral Gables, Fl 33134
305 -444 -4433 fax 305 -444 -0181 uciengineel ing
EMAIL bdamiamiobellsouth.net
From Vision to Reality
NTS
System No. F -A- 5019
F Rating — 2 Hr a
T Rating —1/2 Hr
SECTION A A
1. Floor or Wall Assembly —Min 2 -12 in. thick reinforced lightweight or normal weight (100 -150 pct) concrete. Max diam of opening is 7 in.
1A. Floor Assembly — (Optional -Not Shown} The fire rated unprotected concrete and steel floor assembly shall be constructed of the materials and
in the manner specified in the individual D900 Series designs in the UL Fire Resistance Directory and as summarized below:
A. Concrete — Min 2 -12 in. thick reinforced lightweight or normal weight (100 -150 pcl) concrete.
B. Steel Floor and Form Units' — Composite or non - composite max 3 in. deep galy steel fluted units as specified in the individual Floor- Ceiling
Design.
1B. Sheet Metal Sleeve — (Optional Not Shown) Max 6 in. diam, min 26 ga galy steel provided with a 26 ga galy steel square flange spot welded to
the sleeve at approx mid-helght and sized to be a min of 2 in. larger than the sleeve diameter. The sleeve is to be cast in place and may extend a
max of 4 in. below the bottom of the deck and a max of 1 in. above the top surface of the amete floor.
1 C. Sheet Metal Sleeve — (Optional Not Shown) - Max 12 in. diam, min 24 ga galy steel provided with a 24 ga galy steel square flange spot welded
to the sleeve at approx mid - height and sized to be a min of 2 In. larger than the sleeve diameter. The sleeve is to be cast in place and may extend
a max of 4 in. below the bottom of the deck and a max of 1 in. above the top surface of the concrete floor.
2. Through Penetrants — One metallic pipe or tubing to be installed within the firestop device. Pipe or tubing to be rigidly supported on both sides of
floor assembly. The following types of pipe or tubing may be used.
Steel Pipe — Nom 4 In. diam (or smaller) Schedule 10 (or heavier) steel pipe.
Copper Tubing — Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing.
Copper Pipe — Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe.
3. Tube Insulation - Plastics+ — Nom 3/4 in. thick acxyonitrile butadiene/polyvinyl chloride (AB/PVC) fleiable foam fumished in the form of tubing.
The annular space shall be min 0 in. (point contact) to max 1-3/8 in.
See Plastics+ (QMFZ2) Category in the Plastics Recognized Component Directory for names of manufacturers. Any Recognized Component
tube insulation material meeting the above spedfications and having a UL94 Flammability Classification of 94-6VA may be used.
4. Packing Material — Min 2 In. thickness of min 4 pd mineral wool batt insulation firmly packed into opening as a permanent form. Packing material
to be recessed from top surface of floor as required to accommodate the required thidkrless of fill material.
5. Fill, Void or Cavity Material*- Sealant — Min 12 in. thickness of fill material applied within the annulus, flush with the top surface of floor. At point
contact a min 12 in. bead of fill material shall be applied at the concrete/pipe interface on top surface of floor.
HILTI CONSTRUCTION CHEMICALS, DIV OF HILT] INC — FS-ONE Sealant
'Bearing the UL Classification Mark
13 Reproduced by HILTI, Inc. Courtesyof I I- �
Underwriters Laboratories, Inc. V
Hiltl Flrestop Systems August2s,2oo5 C m US
SEE SIMCM SDVfDllfm3 FOR
ADQIOK DEDHS.
tEDL VOlIK MR � m
owc
% :'•
SEAL JlAff M/ r'
EPOD(Y t DtICr
M no
t61J1J11ED Va
ROULNE ALL M iiws -�
NOTE:
FASTEN F
MANUFAC'
FIRM
ffA&MMONE lwutsvl W
GLMS FIB DUCT.
IWL 1 2� -p1 CLAM Siff. S1W
8 FT 11211' CWHR
�— ice►. S. GtlfE xE
Dti.
WSAI rrr
titS1AA1ED FLEX MILT
SOIL SOW 111111 EPW
AND DUCT TAPE
C� ADMIFR AS FEAUIRfD
DETAILS
CEILING EXHAUST FAN DETAIL
N.T.S.
O.1lM.V VI \Itit.
:ONNECTING
)UCTWORK
EXHAUST FAN
CABINET
MAIN DUCT -
PIVOT CASTING
AIR FLOW
SolVer Structural Partnership, Inc.
taonstlnhp 81rnCfaral a o"111rs
DasiOn. Inspeetio »s.Inrtfhsdptlfart.ltapoets
Current Engineering- Details ....Dated 4/01/2003
urdcane Stands MA"AOMMOY Avcoa Corp.
Phone 0 95('3846001 3350 BUMS Road
Fax 41 954384.6003 erna9 Ft Lauderdale; FL 33314
-I 'Lai L2A
t31
u
SIDE VIEW OF TYPIGU: LEG ASSEMBLY
TYPICAL 9FOOTSTAMCOi RGUtATiON
3 18 "LEG AiSD"ES S 2 9'l i3FAMS 0 28 CFNTFR
rum to
AN Stands are Pirtiftabnelfy Etlgkw~ and CeRflied to the stringmre requirmmerlits of the
All Stands are 4engMcered Exposure "r Conaltfons
4aakubted under the rules o1ASCE-7 -M
A lkolirwalknekmeSTandrarea vailable*9m slack In log fhelghbof lit- 624" wit hoontebleraillegthse r2tm- 18Aeetand
wsh g4lus b9ftraA widths of IV, M 24' and 28 . Aw as CogLalon fret Custom Surd j k%p. Lrengthr and MAdi to
Which are reedrar available: -By addfrg huger leg asawtO s we can reduce the dumber ork9s needed per, tantL whkh red ces
the rootrn9 ft*wrw=' 11y addteg t'rge k0 + you alto increase the Capm*y attach searh I to hold bil"arA/C units.
Mean Corp.11kndmrn awo t are easy to assemble and have been mamtimctured since 1979. Avooe 1DNp. /lkardrxnn tttArkWW
stands arc avertede (Yom your local 2"3ty House.
: asa�teelaeef>> Easaalaslelaat■ ssfltaealistaa ■sal>eiaat:eis>isesan ==
ENGINEERING NOTES' Dated APA 4,2003
SiYattfDltldIDotail 4 rarr14 %229mmjaxttr — wweehhA hallddaelnss rapgu*hTwo(2)5/rb-xa'sett
tepptgstreet mend screws ( Tait fl shesrea.) at a ch end of encr straps Anchor one end orstrspF h to Middle oil beam
web and atladr to unit
21- ....LkeFowt4l�22gaugex t.a2- vM&rnetalhMdAa twrtstr*swlntnlw(2) S1I6•x -%' wff
tapphlg chest meeas strews (TAi fl sthcar ca) ateedh errddelsb s6wW Anchw amend of 0, 1" 9 to Tap ors basin and
attach b eahlt
3) ...... Use Fbur (4)1! 12 x %- Lirag setdtappffng oretalseellrs to attach urdtto I Sewn In each corner
thru (rase ar urdttio 1 oeom.
4j....... tseF4xrJgIb~An 9fts( N6 x4k" toatttKhtaAttoISeornateach comer. Ineach
eorneruserwo(2)3 /1Sx% ielftapFhV-Ieetmet. tooewstoaaachtarbe .m&twlotosaacfheountL
60eWUS Deiail...... Anthwttolegstotheroot, awoyvvMaboveisooahihhandetlor hfbrproperiron.
In ricreae!eleg-, gthupto T6 r, eight. r2a. tb.troreaottegter,glsltoeel.een Tor �zs :TO39ax
Steer Joists A ) W x s -7 `J- boic or %'Veaded and with Sys 2x4 places . (intro) with Ye 4xa
191 (Four) IZ1+24 x %* -Tab self Or9kV Fasteners
Wood jam_ DJ (tine) .3/9X5 -Lalg Mot w/ rmsherwill 3,/s 2re4 place er (w*I 3/8 x S - Lag Dort
w/ wastrel wftlt % 4xG plates
C1 (Orai WW 1` Wed"/tr+dvar
E) (Faur1 %X 3 1rr-HwwrwrLocAndx s orLashroom Spike Nfchors
IF) (Two) 3/8 x3 !h 1OedgeAnctar
45.00'
DRAIN LINE SWLLL. BE AT LEAST THE
SSRNN SIZZEE AS THE NIPPLE Or
PiTCH DOWN TOWARDS DRI
M P..1 AI R
FA
Zone " C " Wild Load Tables for New Florida State Code based on ASCE 1 -98
PM&- ,'`ol• F-t, from dvn by F of AC Uhit used per Staid to frd arra(siw) of each UW abw A on Stand
T*tvetm urm Zone' C" Wind hood Table @ 146 MPH for Dade County
SW t�IpNl L of LAO 0,20ft Zkwft 44W ft ft eti 10o ft
LAO Ae"e.i4Ls L 6u Y19tJlatlnl i stdll.tlen rsleWtl.n iutallelt"
M to 11010M 9110..1 "fwt S9 UA 59f..t 5+9 feif t9 fat
y9 st.r .a8'IXdYo65 1 K►S 89 77
2 Loo A""•" WA . 15/4. D9 15 b 12 10.9 105
salt ley >o.cbq 5 • c) 2d' 27(25 215 95 4 65 tlB
7- t2 VA 7420 7e -2 Wit
7- t2 R Jfad 4a • I x a_`52 15 t5 12
vA% 5 Lao A. m"m b)Zd' 1 W4 x J09 Z05 Is 162 155
.Ie" sr c+g 45 R c) 24 - 2'7(25 29 2" 2J 22
10 b ft
lae it --AW .)e' i 5e ZZ 21 Q5 6 155
%ft 4 Log A".witlm 6124' 1-VA1 ■.109 50 Z8 24 W a
"s"9wti A5 ft JI d 24' 27025 Ab 59 55 51 295
•da1eatatoreda9fo10 s- ".rtoleet %ft ( ieg0orWldth )xleiOttcbuxdwfittre9f fcfora ocdamVYFi<j c not toacced30OLOGeach for DM7.
egtAareterh3tl1d* egwabD)& C) abwft Mid bads &%cotakwAon5taeaCA for d_ -Wh*
Divide 5c} Ft; frurn chart by F of AC Ufr twd per 5tard to fhd arra(51m) of each UNrr abwed an St"
TaLtEbted 6FVXM Zane' C "Wind Load Td>le a 140 APH for Stde except dale dy
Skald tow ill l a i d Log 0.208 2140 R R &ao R 01001t
Lq AaswiUn l.. a am he•Fd1811M Il.teltafrtn :utsllaFlm tl.bllt tt"I kstau too
IM"ir9w Ja.aq
ar b b•id4 9Ae"w 5+9 feet F..t 5_9 fe.t
a_99� I)le'IW.65 e r 95 9 es
2 Log As" mblLs 6)2,4.1 x14, i79 162 15 b 12 v
oft Ip 9peirq 5 • d 24' 2-A125 25 21 as VA Iii
,2 -a Imt
7 -12 R _-AW ,)a • I wA so65 Id 02 125
%a 5 Log AsoaWLs b)20' i !VA a 109 2S 202 185 175 165
111.19p+dv 45 R d 24.27(25 ?4 50 275 2" 24
fo n 10
"fl-1164 a)t)' l !y 25 22 195 (75
vft d Loy A.mokWs b=4' i a/4 a 109 92 295 265 24 225
am 424.27(!25 d6 425 57 54 52
rtrdcaloJotrdasfdolM� _ fmrbetside (lenWorWldd xh*c musedwfom sff tfaribNedumVtWKrottooaW300Lf35tachforDi 5w.
eg i amteao6 00v kg watt B)QA (Ip hit Q9ls)i¢rCa7egtowf+baidbacb3m tayli ab.bd on5tada Cal for4!6p hs4
SCHUMTiC DRAWING OF VAINIM ATTA[HMLir. M TO (ROOF
SUPPLY SHEET METAL U
BRANCH
DUCT DAMPER UNiT TYPE A B
1
OPEN DRAW THRU 2" PLUS X X
DRAIN
BLOW THRU 1" YIN. 2X
WHERE X= STATIC PRESSURE IN PAN
DUCT BRANCH TAKE OFF DETAIL
N.T.S.
13780 SW261h Street, Sute201 Interior White -box Build -out
Miami, Florida 33175
Tel: (305) 221 -6000
Fax: (305) 221 -8010
Email: uclol,cleng.com Retail a # 2
R.J. Wanda P.E. No. 35579
David A. aelsky P.E. Nm 37234
EB0004UI South Miami Municipal Parking Facility
Professional Electrical and 5829 S.W. 73rd Street, South Miami, Florida 33143
Mechanical Engineers
AIR HANDLING UNIT DRAIN TRAP
NTS
SUPPLY DUCT -- - _- -
1- G&V STRAP— O.B.D.
ANMI UNDER DUCT--'
DUCT CONNECTION DETAIL
NOT TO SCALE
A Pitch Pin
{ B
1 &4 rd uJ
11X4 rd ptath Pay or
ttte told
(E )
Jodi: 12' Lod
xS7 `J�
hrdtea
Awf — T p
roof — FourTdo
�
ohh 3AJ' x
*Otm ( 12,24 x 112
Pkch ram
obi a ww W roie
Foos 5afdrt
,fig faSte:ma'
0te 318 x 3 �
I2tA ,
Jobt
ihdlorM4d1
t w/ one
Stoll Joist W/ 4
y4�'t 11x4
_J lava
Tek Fa%ala-
- h*
1,V4rdttbe rftchPin
1314rdAix
X5, Lead SHdAb
VA
nrch ran or '
'3n (cad -ftib
roof ton
f Rtlt
}, Footpbw
'
c
n � •
Concttte O�edc w/
V
-tyfa
t
rvo�
� Wood t w/
a fxa* Concr>✓te � w! 4 -
(�) Lac F iarrrrfcr arlctlors
( C )onc - Lag bolt
date MAY 8, 2008
revision
NOTE:
SHEET METAL CONNECTIONS MUST BE MADE USING GLASS
FABRIC AND MASTIC (GFM)
EXCEPTION:
WHEN CONSTRUCTION PRESSURE CLASS IS 1" W.G. OR
LESS AND SHEET METAL SURFACES ARE CLEANED
CAREFULLY UL LISTED PRESSURE — SENSITIVE ALUMINUM
TAPE MAY BE USED.
ALL CONNECTIONS OF FIBROUS GLASS DUCT TO EQUIPMENT
AND METAL DUCT MUST BE MECHANICALLY ATTACHED 12"
(MAX.) ON CENTERS.
RANGE
Ir7!Itchfrr'ill :gal
#10 X 1 1/4" SHEET M
SCREWS 12" (MAX.) O.C.
MIN. 2 PER SIDE
FIBROUS GLASS DUCT
22 GAUGE SHEET METAL
1"X1 "X1" CHANNEL
FASTENED TO METAL
FLANGE
SHEET METAL AND EQUIPMENT
CONNEC11ONS DETAILS
N.T.S.
.7 *=
sheet title
MECHANICAL- DETAILS
project number
drawn by M. L., E. F., A.R.
Scale: as shown
sheet number
4 M -3
:11