10-511-008EXHAUST CAP
14 GAUGE FAN RING GRAINGER MODEL *4C659
(SCREW TO CURB CAP AND EXHAUST DUCT)
16" HIGH 18 GAUGE GALVANIZI
ROOF CURB 1" LARGER THAN
SIZE (ATTACH CURB TO CONC
ROOF DECK WITH QTY. (2) 114'
1 -1/4 INCH LONG CONCRETE
PER CURB SIDE
METAL CURB CAP BETWEEN
DUCT AND ROOF CURB
(18 GAUGE GALV. SHEET
METAL)
MIX ROOM DUCT CAP DETAIL
NO SCALE
METAL FLASHING BETWEEN DUCT
AND ROOF CURB
ROOF CURB TO BE 4" LARGER THAN OPENING
(ROOF CURB TO ME MADE OF 18 ga. GALV.
SHEET METAL AND MINIMUM 12" HIGH)
EXISTING CONC. DOUBLE
'T' ROOF SYSTEM
1/2 "N FORCED S1
TURNBUCKLE
3 /8"— FORGED STEE
SCREW PIN SHACKLE
PITCH BAN —
Y -
(2) 2 X 2 X 3/16 ANGLE IRON SUPPORTS
MOLT TO DUCT AND CURB 1/4" O GRADE
5 OR BETTER BOLTS 6" ON CENTER
USE 1/4" DIA. MY 1 -3/4" LONG TAPCONS TO
SECURE CURB TO ROOF DECK. (PLACE ONE
TAPCON WITHIN 2" OF CORNER AND SPACE
REMAINING TAPCONS NO MORE "THAN E" ON
CENTER, ALL FOUR SIDES)
EXISTING ROOF MEMBRANE
NEW DUCT WORK -
(25" X 25 ")
E)UCT PENETRATION DETAIL
NO SCALE
1/4 "— GALV'D. GYE WIRE
7x7 STRANDING
\ CABLE CLAMPS w/
RE THIMBLES
PITCH CUP FOR ROOF PENETRATION
�4" DI.A OR 4 "X4 "X 1/4" STEEL RLATE
A; •'; A.-
�1
J INCH EYE NUT k
THREADED ROD AND NUTS
- PROVIDE NEOPRENE GASKET UNDER
\_ EXISTING CONCRETE 4" X 4" WASHER
'T'(12" DEFP) SPACED DOUBLE NUT TOP AND BOTTOM
@a 4' -D" O/C
ROOF ANCHOR DETAIL
NO SCALE
MEMBRANE
NOILS FOR BOO11-1 AND DUCT WORK—:
1) EXHAUST F)t.JC 1- WORK TO BE FABRICATED WITH A MINIMUM OF 20 GAUGE
GAL- VANI -'[.--D COATED SHEET METAL. THE EXHAUST DUCT WORK SHALL BE
CONSTRUCTED USING DUCTMATE OR SIMILAR COMPANION FLANGE DUCT
CONNECTI� \]G SYSTEM.
2) THE INTAKE OR SUPPLY DUCT SHALT_ BE CONSTRUCTED OF GALVANIZED
SII } - =ET MLTAI-_ WITH A MINIMUM OF 22 GAUGE. THE INTAKE DUCT WORK
SHALL- BE CONSTRUCTED USING DUCTMATE OR SIMILAR COMPANION
EL.A.NGL-_ L-)UCT CONNECTING SYSTEM.
3) THE EXHA�JST DUCT WORK MUST TERMINATE ABOVE THE ROOF A
MINIMUM OF 6 FELT. THE EXHAUST DUCT WORK ABOVE THE ROOF MUST
BE SECURED TO WITHSTAND COASTAL WIND LOADS.
4) DIMENSIONAL ACCURACY WILL BE VERIFIED BEFORE INSTALLATION
OF EQUIPMENT AND ANY DISCREPANCIES WILL BE CHECKED BEFORE
PROCEEDING WITH THE WORK.
BIRDSCREEN
2" X 2" X 3/16" ANGLE IRON FRAME
WELDED AROUND ALL FOUR SIDES OF
DUCT (MIN is - 3/4" LONG FILLET
WELDS AT ALL FOUR CORNERS OF
Y i
i � I
NEW EXHAUST STACK DETAIL
NO SCALE
D
D
i- f-
- -- f i
is ga. galvanized steel panel
1/4" dia. Comium'Iateal nut
and r.lt G" OC % _
14 ga. galvanized steel ' � V ' P
floor rail
8 wo --
— Existing- Slab' —
1/4" dir. x :S /4" min. give pia
spaced * 1i° •/c All seams to 1pe caulked
INTAKE CAP DETAIL
PANEL TO FLOOR RAIL DETAIL -_ - -- - -. D
5
f_�- CCTR!CAI- _A.�`: t \f"`
NO SF- 'Af =�K PRODUCING �
>�ITfI'N � f
fill: -, \k' '7
ANY
[� -. -T � �,
4.
f.XLIA�w!`
EXISTING CONC. DOUBLE
'T' ROOF SYSTEM
1/2 "N FORCED S1
TURNBUCKLE
3 /8"— FORGED STEE
SCREW PIN SHACKLE
PITCH BAN —
Y -
(2) 2 X 2 X 3/16 ANGLE IRON SUPPORTS
MOLT TO DUCT AND CURB 1/4" O GRADE
5 OR BETTER BOLTS 6" ON CENTER
USE 1/4" DIA. MY 1 -3/4" LONG TAPCONS TO
SECURE CURB TO ROOF DECK. (PLACE ONE
TAPCON WITHIN 2" OF CORNER AND SPACE
REMAINING TAPCONS NO MORE "THAN E" ON
CENTER, ALL FOUR SIDES)
EXISTING ROOF MEMBRANE
NEW DUCT WORK -
(25" X 25 ")
E)UCT PENETRATION DETAIL
NO SCALE
1/4 "— GALV'D. GYE WIRE
7x7 STRANDING
\ CABLE CLAMPS w/
RE THIMBLES
PITCH CUP FOR ROOF PENETRATION
�4" DI.A OR 4 "X4 "X 1/4" STEEL RLATE
A; •'; A.-
�1
J INCH EYE NUT k
THREADED ROD AND NUTS
- PROVIDE NEOPRENE GASKET UNDER
\_ EXISTING CONCRETE 4" X 4" WASHER
'T'(12" DEFP) SPACED DOUBLE NUT TOP AND BOTTOM
@a 4' -D" O/C
ROOF ANCHOR DETAIL
NO SCALE
MEMBRANE
NOILS FOR BOO11-1 AND DUCT WORK—:
1) EXHAUST F)t.JC 1- WORK TO BE FABRICATED WITH A MINIMUM OF 20 GAUGE
GAL- VANI -'[.--D COATED SHEET METAL. THE EXHAUST DUCT WORK SHALL BE
CONSTRUCTED USING DUCTMATE OR SIMILAR COMPANION FLANGE DUCT
CONNECTI� \]G SYSTEM.
2) THE INTAKE OR SUPPLY DUCT SHALT_ BE CONSTRUCTED OF GALVANIZED
SII } - =ET MLTAI-_ WITH A MINIMUM OF 22 GAUGE. THE INTAKE DUCT WORK
SHALL- BE CONSTRUCTED USING DUCTMATE OR SIMILAR COMPANION
EL.A.NGL-_ L-)UCT CONNECTING SYSTEM.
3) THE EXHA�JST DUCT WORK MUST TERMINATE ABOVE THE ROOF A
MINIMUM OF 6 FELT. THE EXHAUST DUCT WORK ABOVE THE ROOF MUST
BE SECURED TO WITHSTAND COASTAL WIND LOADS.
4) DIMENSIONAL ACCURACY WILL BE VERIFIED BEFORE INSTALLATION
OF EQUIPMENT AND ANY DISCREPANCIES WILL BE CHECKED BEFORE
PROCEEDING WITH THE WORK.
BIRDSCREEN
2" X 2" X 3/16" ANGLE IRON FRAME
WELDED AROUND ALL FOUR SIDES OF
DUCT (MIN is - 3/4" LONG FILLET
WELDS AT ALL FOUR CORNERS OF
Y i
i � I
NEW EXHAUST STACK DETAIL
NO SCALE
D
D
i- f-
- -- f i
is ga. galvanized steel panel
1/4" dia. Comium'Iateal nut
and r.lt G" OC % _
14 ga. galvanized steel ' � V ' P
floor rail
8 wo --
— Existing- Slab' —
1/4" dir. x :S /4" min. give pia
spaced * 1i° •/c All seams to 1pe caulked
INTAKE CAP DETAIL
PANEL TO FLOOR RAIL DETAIL -_ - -- - -. D
5
f_�- CCTR!CAI- _A.�`: t \f"`
NO SF- 'Af =�K PRODUCING �
>�ITfI'N � f
fill: -, \k' '7
ANY
[� -. -T � �,
i Tai T1 (E I101;�)
f.XLIA�w!`
- h r l [
PAINT BOOTH ��I�L) L AI�� F MIX F�C,�OM, 01
_. 1
I i �! .
E_C ,1!,� (,)'. �I F i� �wi
>�
� A �.5 �f__.0 TION
4 -3.4 2005 ED. )
6)
THE NEW GAR)MA -1 PAINT BOOTHS, ! - -! F�4`��_.
� ! ( :��Ji � f �_ -OW
I)[ Ca! GN � ITH A
MINI
AF,AR1-
OF 14,000 CF.M -IEINC SUPPLIED A��! _?
f�OM I'LlE B 0 0 TH.
�-
Lf)
LLJ
(THE BOO-11H IS EQUIP F� ED WITH 7,5 Hl"
S'.Jll FLY AND 1 __X1--
!Al_?ST FANS)
o
7)
AN APPROVED AUTOMATIC EIRE E� s If`�C ''
11, N `�: >YSTEM
Uv/!LL BE REQUIRED
ON
w
THE PAINT 130�0.1_E-I AND 1_HE PAIN 1 I•.r'?(X
f�()(.)M�,
ca
8)
THE LIGHT SWI �(:,!�E:::; _�.C) ;= �PEI 'A i f- s�
I i' ::��� :; , =;'
I I I l
IA!N -F BOOTH
AND THE
6 N
r,
PAINT MIX R0('_)M WILL BE PLAC:�L[.) (�L_� i �_�If_aL- ! f�L LQUI
-
ME -. =N 1 AND THE
LOCATION MUST
O I
BE AT LEAST :? I`-EET FROM ANY R
I'? =N!N" 0 _.FHE
'E_ Q IJ 1,PV1IENT.
N
9 THE SEPARATI0f\�
I
I
D!S -FA�1C
m BE -, Wf
i Tai T1 (E I101;�)
f.XLIA�w!`
T TERP��IINATIQN
N
POINT
AND THE.
E :OO if IN_L..AKE
I
Lj
10'
-O',
AF,AR1-
EXTERNAL WIND LOADING ON TE .E ' AUST STACK FOR A NEW PAINT BOOJHL
USING FLORIDA BUILDING CODE 001) CALCULATIONS ARE BASED ON THE DUClAIVORK BEING SUPPORTED L -0/ !-
BUILDING UNTIL IT REACHES THE OID OF THE ROOF CURB. THE LOADING IS CAi__CULATE� D ASSUMING TI-a�1_I. i -
BUILDING
DUCT WORK IS PINNED AT THE ROOF CURB. THIS ASSUMPTION IS CONSERVATIVL IN THAI[ THE DUC f
MADE FROM 20 GAUGE STEEL OR GREATER AND CAN CARRY SOME OF THE WINID LOADING. HOWEVER,
WIRE BRACES ARE. DESIGNED TO CARRY ALL THE WIND LOADING THAT THIS DUC. -I'[ WORK WILL XPEwF�iL_i�C .
THE CALCS SHOW THAT THE WIND LOADS WILL PRODUCE A MAXIMUM LATERAL WIND LOAD OF 062 Ibs. ( -.)N
THE PROJECTED SURFACE OF THE EXHAUST STACK. THIS LATERAL WIND LOAD '0 11.._L. BE BRACED
THROUGH (4) GYE WIRE TIE DOWNS. THESE GYE WIRE BRACES ARE SHOWN ON TILL: DRf,WINGS BEING
SUBMITTED. THE CALCS INDICATE THAT THE GYE WIRE BRACES WILL BE SUBJL( TL_..D TO A MIAXiMUM BEN'- )'I(J11
LOAD OF 1054 Ibs.
THEREFORE, THE WIND BRACING SHOWN ON THE SUBMITTAL CONSTRUCTION C)l SWING ) �4 ;i...l.._ R\ESTRAIN
THE DUCT WORK AT OR ABOVE THE COASTAL WIND LOADS OF
SHOULD THERE BE ANY QUESTIONS OR FURTHER CLARIFICATIONS NEEDED Pl._EA'SE FEEL.
FREE TO CONTACT ME.
riIRDSCREE "' `` +
WIND LOAD CALCULATION PAINT BOOTH EXHAUST STACK EXTENDING ABOVE ROOF
/r
FLORIDA BUILDING CODE 2007, FIGURE 1609.
THE DE WIND LOA ALL BE 14,0 ,/MPH. \
2) PER FLORI D G ODE TABU I b '6A
THE WIND E z_ I -L. B 3 �3 \
3) PER FLORIDA 1 YII DING C 007 r�CT10 16 9.4
THE EXPO\ R QATEGO Y FOR S `OCA]ION FITS
EXPOSURE B DEFT ION.
F2" 6 "' ANGLE IRON f= I�tAML -: 4 PER FLORIDA BUI CODF 2007 TABLE l6Q4.5 ROUND Ar..L_ Fc:)t�lz SID S c)F
- �' 8 - 3/4" LONG FILLET
THE IMPORTANC� FACTOR FOR THIS BUIL..DING -� At_L FOUR CORNERS OF
WOULD BE Iw /- 1.00
TOTAL WIND FORCE E
E __ (A TOTAL)(MAX. WIND PRESSURE) (Iw)
(25.8 SQ. FT.)(37.3 Ibs /SQ. FT.) (1.0)
962 Ibs.
FB = LOAD AT POINT B 'X' AXIS DIRECTION
FC — LOAD AT POINT C (X AXIS DIRECTION)
FB 4- FC — 962 Ibs.
(FB Ibs)(48 ") + (FC Ibs)(14) = 0
FB 217 Ibs FC -745 Ibs
F -- GYF = TENSION ON GYE WIRE
1_ GYE = F C /45
SIN 45- _ .701 = 1 C `;4- Ibs.
1) C.'AHILF- SI1_CIFIED '1,%4" HY 7 x 11.E C t%i_VANI /FL)
WORKING LOAD 1400 Ibs.
2) SCREW PIN SHACKLE NELDS TO BF
3/8 "- WORKING TOAD 2000 Ibs,
3) IURNBUKLE SPECIFIED 3/8 "- FORGED STEEL CENTER OF WIND
WORKING LOAD 1200 Ibs,
A TOTAL 25.8 SQ
ADDITIONAL NOTES:
1) ALL STRUCTURAL DESIGN AND SPECIFICATIONS COMPLY WITH 2007 EDITION OF
FLORIDA BUILDING CODE.
2) WIND LOAD ANALYSIS MEETS THE REQUIREMENTS OF ASCE -7 STANDARD ( 2005) . IT
MEETS PROVISIONS OF FBC- 2007 -WIND SPEED OF 146 MPH, AND EXPOSURE "C"
CATEGORY FOR MIAMI -DADE COUNTY.
yl
NO SCALE
I F' ,.,) F E 1
101
F.3 (TOP OF ROOF CURB:;
f' 7
T.
1,
rn ,"
t
pATF REVISION
7/09/10 PROJECT DeF- -7SIGN &
SPECSO�LCODESC
7/09/10 ',NDL0AD ANALYSIS
MFF.T5 ASCE -7 j2005)
STANDAR
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0 � C�
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M 0 CD
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0
<C
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x_
DRAWN
N.B.S.
CHECKED
PL
DATE
3/26/10
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DRAWN
N.B.S.
CHECKED
PL
DATE
3/26/10
L—FC
.
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