08-623-008R/A
3/8 "0 ALL THREADED
ROD & DOUBLE NUTS
SEE STRUCTURAL
SUPPORT DET. ON THIS
DRAWING
DRAIN PAN
S/A
CONDENSATE LINE
LBJ
ISOLATION PAD & UNISTRUT LHJ
AUXILIARY PAN D N LEAK 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.
HORIZONTALLY NK"TED AMU DETAIL
NTS
NOTE: PROVIDE 2' -0" MIN. CLEARENCE
AROUND 3 SIDES OF UNIT.
-ALL ROOFTOP MOUNTED EQUIPMENT SUPPORTS SHALL
COMPLY W /FBC 2001 HVHZ REQUIREMENT'S FOR 150 MPH
3 SECOND GUST WINDLOAD.
- PHENOLIC ID SINGS ON TENANT CONDENSING UNIT
- CONDUITS TO BE RUN ON "SILVER GOAL POSTS" ® 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.
BLITSTEIN DESIGN
ASSOCIATES
AR0007570
ARCHITECTURE INTERIOR DESIGN
15 Sevilla Afvetriti_: Coral Gables, FI 33134
' -444 -4433 fax 305 - 444 -0181
'L bdamiamiobellsouth.net
PROJECT N0: 0804 -045
uciengineel ing
From Vision to Reality
NTS
System No. F -A -5019 0
F Rating - 2 Hr
T Rating -112 Hr
2
A 3
1A 5 5
44
i
.
i
/ 4
A
SECTION A A
1. Floor or Wall Assembly -Min 2 -112 in. thick reinforced lightweight or normal weight (100 -150 pct) concrete. Max diam of opening is 7 in.
1 A. 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 Directoryand as summarized below:
A. Concrete - Min 2 -112 in. thick reinforced lightweight or normal weight (100.150 pct) 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.
1 B. 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 - 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.
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 314 in. thick acryonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam furnished in the form of tubing.
The annular space shall be min 0 in. (point contact) to max 1-/6 in.
See Plastics+ (QMFZ2) Category in the Plastics Recognized Component Directory for names of manufacturers. Any Recognized Component
tube insulation material meeting the above specifications and having a UL94 Flammability Classification of 94-5VA may be used.
4. Packing Material - Min 2 in. thickness of min 4 per 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 thickness of fill material.
5. Fill, Void or Cavity Material'- Sealant- Min 1/2 in. thickness of fill material applied within the annulus, flush with the top surface of floor. At point
contact a min 1/2 in. bead of fill material shall be applied at the concrete/pipe interface on top surface of floor.
HILTI CONSTRUCTION CHEMICALS, DN OF HILTI INC- FS-ONE Sealant
'Bearing the UL Classification Mark
SS 1 Fi
Reproduced by HILTI, Inc. Courtesy of V�'
Underwriters Laboratories, Inc
Hilti Flrestop Systems August2s,2oo5 C • uS
SEE Stil411A SIAMM S FOR
AMNIU AL DETAIS
M BE
ow
SIX MIT W/
FPOx,r &D=
TAPE
AR RIN
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t��1LAMTE
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NOTE:
FASTEN F
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AND DUCT UK
� AOAPI6R As ItFOIIRED
CEILING EXHAUST FAN DETAIL
N.T.S.
13780 SW 26th Street. Suite 201 I , ,t{ l L : = • t 1
Miami, Florida 33175 1 '
Tel: (305) 221-6000 ��\�L` • `G �i �! -.0�
,.•
Fax: (305) 221 -6010 iu 1 %� • - �.
Email: uci@ucieng.com
R.J. Miranda P.E. No. 35579,` �` k • °(,, J M
David A. Belsky P.E. No. 3723.4, . Sr/ _ v� { w
4
b ' , \ °• ;'
E60004041 V
Professional Electrical and ; ` 1 •�i IV.,
. • �w 9 °,
Mechanical Engineers
�•..rrtittY,- ,
:ONNECTING
)UCTWORK
EXHAUST FAN
CABINET
MAIN DUCT
PIVOT
AIR FLOW
Solver Structural Partnership, Inc.
consutdn;q shuctprai El1gi11111a0111
DMIgn e Inspetilons o bnlOSHOMIM * iOporrs
Current Engineering Details ....mod 41o,/2m
urdcane Stands Wt"ACMWW Avcoa Corp.
rhone 0 93+3846001 web site aMcaansalcom 3350 Burris Road
Fax 4 954 - 5846003 trnaq steveftnoausaxorn FL Lw derdalG FL 33314
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1 - -- - saran �-•-�'
VA
SIDE VIEW OF TYPICAL LEG ASSEMBLY
TYPICAL ' 9 FOOT STAND CCHYRGI.NA1TION
3I8 " LEG ASSEMPUF-S&29'1f3FAMA 028 CFNrr R
AIC qa Akir-Wrxim
AN Statxfs are Professlonoffy Erghsieered and Cer dffed to the strfrfgerht regggrernerlts of the Rorkla
AN Stands arc enghheer+ed Exposure "C" Conditions
calk Afted Wider the rules o#ASCE-7 -W
AlunV m tlurtkww Stand: are anUable *own stodt M leg helgh k or ta" 6c24" with adjtnbdAe rslt lengths ot2 feet - r ftet and
With a4OMWe ratl wkf*u or 16.20"; 24- and 2W. Awmar Calp� afar nwafte nes Gust m Stand I k 1go.ts, t engtlis and WJdlfa
Whitt: are rt adl y available - Sy addtfg ranger kg asswWks we can teduce the number ofleps needed per stand, which reduces
the rooting expense:• 8y adding urge k9 assernbies you abo bwwe=e the capacity of oach sGnas to hold blggerNC unfts.
Avcoa Corp. Ahardrxxrt SbwWs are easy to assemble end have been m muftietured shop 1979. Avcoa Corp. A&"ftvurn Hurricane
Sbr ftareavarl aWefromlourlocalSLipplyHaae.
1a15HHf�= r3�HSSSHIkyIAElis88Hl3il�S !!fl!llilali =88r�8$� =�E13?B =3
ENGINEERING NOTES Dated April 4,2003
8 r m Dotes 1 j_-111re noun (q 22 gouge 1c ra2"r.tde mdsrhoitt de.ln strape.rNh TMro (zt s /r1, - x A4 sex
tappingstheet ale taNscrews( tab !sfwmea.)at each end ofeachstrap[ Anchoroneendotsbappb toMkItNeowlbeam
web and aftxh to unk
21 ...... Use Four- 141,22 gaage x 1.82' wide metal hold down sbaps wlrh Two (2) 5/16- x -V, self
a 1, tank metal saews (1" 4 shear o-) st esdr end otemcb strap Anchor are end of stroppbrg to Top of t beam acrd
:i) ...... the Four (4) fi 12 x Fri' 1A" atdrtaI I noel d miews to attach wmitto l Bearn In each corner
thru base of uMtto I Beam.
4j....... L1w tour (4)16 satwAri ies (I %x 4 trrtdr( test ich unit to I Seam at each corner. In arch
corner Lme- Two (2) 5/116 x %'self tapperg sheet esew screws Do attschto t be n & two to ArUmh to unit
8tich9dnS Detail . .. Anchw the sev eo the roar, oortspel virm abow iscodunertdation for proper insts0at7on.
Load Foreacrl kg 1019" up to t1, Imiyrht 1208 Ia t/or eaaw "e, go beewwe" 30 & 24 .1 oaf f<x
Stets Joists Al (ahx) - S4' x S -7 'J- bolt a Sts 1tJtiisaded rod with 318 2x4 pbeles , fTwo) with Vr 4115
Pb6m
81 (Feun 12-24 x Ye' -TeIm Steff VrZbg FA*ertefs
{Wood MM Dj (or3q . 3j/Sx S' Lag cotw /wadpo with"3x4 pL-te or fTwol 3/8 x S ' Lag Voft
w/ warsher whrBh 14 4116 places
ConcreM Dteelt q I0niel WW IrWadVAnchow
Ej (Four) %x 3 W Hitnr wLt7c Anchors aor h%nhn rn SpWe A xfrors
Fj (Two) 318 x 3 W Wedge Andxw
45.00'
SUPPLY I SHEET METAL
BRANCH DAMPER
DUCT
DUCT BRANCH TAKE OFF DETAIL
N.T.S.
Interior White -box Build -out
Retail S # 2 South Miami Municipal Parking Facility
5829 S.W. 73rd Street, South Miami, Florida 33143
DRAIN LINE SHALL BE AT LEAS "1f
SAME SIZE AS THE NIPPLE M
DRAIN PAW
PITCH DOWN TOWARDS DRI
Zone " C p Wind Load Tables for New Florida State Cade based on ASCF 7 -98
D'ividr: aa- Ft.. f rcxr chart Cy x of Ai% Unrt Led per Stand to f nd ar (� zP) et corn 1�.�7 a "crowd 1' at:
1a I?atm Zone � C n Wind Load To* @ 146 MPH for bade County ------ _ _ _ _
5tw.l Lwo e r rf ts° 6:Z__ R ICAO P (18o ft - R
LiyA,,.nUie, U*V4e. e1' .utu,tim .�swstw+ h,tau.tw rotAIA- nAX l:1,, __
w to heVH sh~ 39 t..t "fm 3 9 fact 39 toot 39 fait
5 -9_-' , .)e-I_yd.065 :r 0* ;9 r, 7:
2 Lip AssemRiwr 1,)24 - I ,5/4 c Y79 r5 1Q v� 105
,mL Lev _"6-u 5 0 24.2'x,•2`; 115 19.5
7_ rz "t 7- t2
7-12 R SF" .)B -i5/d xo6,5 Q5 5 1* 1' r
..4th 5 Lip AeamQ,- 1,W' 15✓4. XJ9 =6 205 k7 162 U.�
45 R c7 24.270 52 29 255 29 22
ip 45 It io rJ n-5 ft to to
t05ft Nwul 8)8-1� 22 21 n, 135
aA% d Lip AA.,". 1,124 ' 15/4 ■ M 50 28 24 -L5 Z
w.2pubw As R d 2d - 2'X125 49 59 35 3+ 295
ndedcat ARMasf*brrs_ _°inaptsdt ( trrgthaWidth) xflcigfl [btatdtofiq�r25fftforitatthYt vkt3f[ro cooccaf'�l�5avl for0�wa7
cg Darttus6 tfidtr rg w.1%, 5)d 0 (Irg Mt G xe) rena-e zYt, fzo rb
GM6-, !# Ft, from cllnrt by of PJG LW Wed per Stand to f rd arr?(ti1r,) of racti L147 slowrd on Stand
T.Ve,Patad Zane' C a Wmd hood low a 140 HRH for State except ctl►
- twat Uvth a a d Leo 01WR Z-W R P. R cww ft I '
Lsp Ax+wAWs 1144 G xs bA U hv- .v"Iatoa .r Webm r"tAutim itrL�
P is berdrt sM.n .?91,.t 5-9 Fat 3-9 Nh 39 ie.t 5-9 f..t
5- 93ty+d a)e- iv4x065 a Ag
2 Lip Aawn",* W4 •1 mod, M 162 6 1_5 t_'
24.27(05 2'S 21 185 17.4 16
7• tz 7 r2 7- t2 ft 7- t2
7 t2 ft 5t,til aJs - I -y r73 65
w *h 5 Lag A"a- , t.)z4 1 15/4 a V9 23 202 135 7.5 X6_5
. ep.6v A-s D 4 24.2 7175 54 50 275 255 Z7
10 45 It n ars n Je
105 ft _1A+^d •)e - i _1V4 x065 25 22 9.5 1115 5
wft 4 Leg Aaee*AUr, wzA 11 _yd a f09 52 29-5 225
rsw spoft A5 R 4 24' 27(125 46 425 37 54 52
ike rsl' Agm a9 forows - t sde (Lagthor Width) x fnyte Fi u d m faints 5f f t.ferAvt dwt.3 kwr not to o,cttd _5_r w5e." fnr Cer, war
tg faarctued thdar 0 wab E�6 Q (Leg hat d 5=) irr= x OL-aw, wrd baJ5 6 rc#1t albwed on starm Uh f or'imw K'V - -
D AIN
UMT TYPF A 6
DRAW THRU
2' PLUS X
T
X
BLOW THRU
1- MIN.
I 2X
WHERE X= STATIC PRESSURE IN PAN
AIR HANDLING UNIT DRAIN TRAP
NTS
SUPPLY DUCT -
1' GALV STRAP O.B.D.
ANGLE UNDER DUCT
DUCT CONNECTION DETAIL
NOT TO SCALE
t, rrf A) rimh rat
{ )Pkch
or
�4 rd 1 Pm or
N
(� )
i0ok t2'
`�
a
lead
x 5-7
9*ib
Siid is
lrel-
ROOF
.( pat
s
W -'
1' rots- Tds
5s5t= \
3Z� x
�
112, x 112
FStch Fx
'
w112fr'�!
Foot plate
� r
fxs ertx
nr
QIe345x,'. tract
V2 �c �+
1
J9;6t
tr'b thV
5r, w/ cxr-
Star! Joist
w/ 4
at
J b�1t
-Tek Faster>am
�/4
13/4 rd tiff Pkcfi Pan or
I V4 rd n k
x 5'
Ltad 9 ickb
ntch Pan or
farV4'x3V2 (tad9ickb
c 1
I
t' tan
r r,0ae
root pbtc
1W )2x4
f fen>:nr Loc
Arxt _1 V7
rom PLdc,
rfJl' fLtC �PCi y�r
12 h*
.-
ertrhrmt
- p 1_11x•8'
(, tY `NPI�(>`: ; ?7 :l Y?r
wood
roof by,
30.
tar.
2465
-
Caner= Deck W1 4 -
Wood . t w/
{ C )one -Lag bolt
{ D) Loci t ir�mrl AP.r anch^rs
date MAY 8, 2008
r vision
B.D.C. 06 -24 -08
COTE:
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.
GFM CLOSUR
#10 X 1 1/4" SHEET
SCREWS 12" (MAX.) t
MIN. 2 PER SIDE
FIBROUS GLASS DUCT---'
22 GAUGE SHEET METAL
1 "X1 "X1" CHANNEL
FASTENED TO METAL
FLANGE
SHEET METAL AND EQUIPMENT
CONNECTIONS DETAILS
N.T.S.
sheet title
MECHANICAL
project number
drawn by M. L., E. F., A.R.
Scale: as shown
sheet number
E: M 4:1