HomeMy WebLinkAboutREPORT-
SCANNED
BY
st Luce COUA/
Page 1 Residential Heat Loss and Heat Gain Calculation
g�8/2�
In accordance with ACCA Manual J
Report Prepared By:
Central Air Systems Inc.
For: Emily Figuero
524 nettles
jensen beach, If 34957
Design Conditions: Fort Pierce
Indoor:
Outdoor:
Summer temperature: 70
Summer temperature: 90
Winter temperature: 70
Winter temperature: 42
Relative humidity: 55
Summer grains of moisture: 127
Daily temperature rangeMedium
Building Component
Sensible
Latent
Total
Tots
Gain
Gain
Heat Gain Hei
t Loss
(BTUH)
(BTUH)
(BTUH) (TUH)
Duct
2,121
0
2,121-�
2,011
Floors
648
0
648
1,165
Walls
11598
0
1,598 -----
1,895
Ceilings
1,162
_
0
1,162
739-
People
1,500
1,150
2,650
0
Fireplaces _
0
0
0
0
Misc
1,200
0
1,200—
`0
Windows
5,402 _
0
5,402
,490
Doors
-
832
O
986
�1Glassdoors
0
`- Q "-
- - -
0
Skylights
0
- 0 _
_ _ 0
p
Infiltration
1,799
3,726
5,525
,133
,419
_ _
hale House 16,262� 4,876 21,138 1
(2 tons)
_._.
i
i
1 _
C-Calc Residential 4.0 by HVAC Computer Systems Ltd.
888 736-
101
toed catwteUans w. estimates Dory aeda! laad� may vary due to aeauW ana *MbUdbn d1frMnoy"
Scanned by
CamScan
er
116
t
RICK COTZ GOVE NOR
KEN LAVMJ 8, SECRETARY
STATE Olt' PLWAQ#
DEPARTMENT,
OFOUSINESS.'AIN DMAL REGULAMON
DP.
C1014STR Ul%fT2klNDUV ENSING BOARD
The CLAS .8
0GRT
RAC-fq
b 'w is tm FIED
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WUST:TT ST 2 90 daS
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o--
1_" STEEL CLIP TIE -DOWN SCHEDULE: ROOF -TOP. MOUNTED INSTALLATIONS:
S
'r^
///�
/ f�/ff/gj%/
//��////
l
flf!%%?l�//�//�f/%/!
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a. �o�wu. cc rna,crvw ry n Ls/-�a<mrc VnnuK'D Jntti Ptt HAlatsmwa LHi TZY ii g"fi SAE GRADES
SHEE7'METALSCREYtS. (NOiE�FbR LONGER CLL?$ UnLIZE (5)•0I2 SMS OR (4)- i6'O SMS1,
2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING:
2.1; ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MUL ALUMINUM SHEET.WITH Fty-30 KSI, 0,12S' MIu. THICKNESS:
2.2. STEEL HOUSING UNITS SHALL BE 331CSI MIN. STEEL, GRADE 33, 2ZGA MIN. (t•0.0299°).
3; PLAXIMUM ALL.Q gA,ME- WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAYBE EQUIVALENT DUE TO"LIMMNG CAPACITY OF THE 1' CLIP,
A'MAXIMUM ALLOWABLE VALUE OF 200 PSF HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACTTHIS ENGLNEER:rM SITE -SPECIFIC'
ENGINEERING.
AM(:14r)P G( I4Pn111 F'
SUBSTRATE^�
ANCHOR
CONCRETE:
(1)-%'0 CARBON STEEL TTW BUMDBX TAPCON, L %' FULL EMBED TO CONCRETE, 2%' MIN.
. (4' THICK MIN, 3192KSt MIN.)
EDGE DISTANCE, 3' MIN. SPACING TO ANY ADJACENT ANOtM
ALUMINUM,
(1)-014 SAEGRAMSSHEET ML-TALSCREW 70 ALUMNUM, PROVIDE (5) PINCH5-MI
(0.125" M_ I4. THICK, 6061-T6 MIN. ALUMINUM)
PAST THREAD PLANE FOR SHEET METAL SCREW.
STEEL, .
t*# 14 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST
(0.12S- MIN. THICK, 33 KSI MIN. STEEL).
THREAD PLANE FOR SHEET METAL SCREW_
2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOKSOLEDULE.
2" STEEL CLIP TIE -DOWN SCHEDULE: ROOF -TOP MOUNTED INSTALLATIONS:
ADDITIONAL ALLOWABLE UPLIFT:96 LBS/CLIP
(DESIGN TABLE AOCOMMODATES MAX 90LB)CUP.AS ADDITIONAL UPLIFT IN
COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LrTERAL
FORCES. SEE ASCE 7-10 SECTION 29S FOR MORE INFORMATION.)
1LLOWAB� UPLIFT PER UNIT IS BASED ON
THE NUMBER OF CUPS UTILIZED x 90LBICUP
EXAMPLE: 4 CLIPS x 90 LB/CuP -36MB
(REQUIRED UPLIFT DEMAND SHALL BE DETERMINED
ON ASITE SPECIFIC BASIS BYLICENSED ENGINEER
OR REGISTEREDARCNrrECTI NOT INCLUDED IN THIS
cEa7IFUATray
TABLE LEGEND:
E -DENOTES VALUES. NOT APPROVED FOR USE
-tt -SEE ALTERNATE CLIP DETAIL 5/4 ON SHEET 4
ACEu.T
AM OFACE
'UHIT W101'H
MAXIMUMALLOWABLPLATERALWINDPRESSURE.
A
CORNER AL OF(S�SUPS
ORTONOSTSTRUCTIfRE'
PER N.
^1I CUPATEACMCORNER' OTAL OF4 CLIPS
PER
2 CUPS AT EACH
q L71PS 0.TEAQi
SIDE TOTALOFBCLPSPER
II
ACE
HEIGHT
TAPCON TOOQNCtIk+TF
SREETHETALSMYl
TO ALUMIRUM
StiMr RUTALSCREW
TO STEEL
TAPCONTOCONCRc'TE.
SHEET HETALSMW
TO ALUMINUM
' SHEEr HLTALSCREW
TOSTEEL
TAPCOR TO CONCREIE
$LIFE, NETALSCREW
TO METALSN
5l1EET NET/e.
BCREWTO S7E[L
X..
12' 14Ax-.
'12"HIM
30 PSF
61 FSF
61 PSF
54 PSF
117.FSF ..
IL7 PSF
f
-
24' PtAX .
15' NIN
61 PSF
44 FaF
123 PSF
44 PSF
123 PS?
40 PSF
U3 PSF
B5 PSf
700 i�y+F _ f
BS PSF
200 FSF
750 PSF
83 p5P
36 PEP
17l PSP
36 P, -
177 PSF
41 ..82
PSF
82 PSF.
TS PSF
I58 PSF
118.PSf
LIBPSF
49^MAXI
24'ISAX
3 PSF.
54PSF59
PSF
IDS PSF
10S PSF
37 PSF
76FSF
78 P5P
41 PSF
41 PSF
37
79.PSF'
79 PSF
Z PSF-
59 PSF
59 FSF
20 FTZ
1
30 P5:
30 PSF
I8 PSF
59 PSF -
$9 PSF
20
44 PSF
44 PEP -
361�F
36 PSF
7 PSP
It: PSF
71 PSF
3
85 PAP
65 PSF
ZS FIZ
30 FF2
Co. NAX
46. RAR
- 29 PSF
29 PSF
29 PSF'
57-PSF
57 PSP
261
52 PSF
52 PSF
47.P'7
q7 F5F
. 43 PSF
41 PSf
36 F2
39 PSP
39 PSF
36 PSP
J6 PSF
GRAVE 5SHEET METAL SCREWS. (NOTE: FOR LONGER CUPS UTILIZE- (5)-0125MS OR (4)_ %"0 SMS).
2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING;
2-3. ALULUNUM HOUSING UNITS SHALL DE 606346 MIN. ALUMINUM SHEET WITH fty-30 KSI, 0.12S" MIN, THIatkESS.
2.2. STEEL HOUSINGUNTIS SNALL SE 33M MIN. STEEL, GRACE 33, 22GA MT4. (t-0.029n
3. A MAXIMUM ALLOWABLE VALUE OF 200 PSF HAS BEEN UTILIZED; FOR HLGHE2 DEMAND CAPACITIES CONTACTTFU5.ENGINEER FOR
SITE -SPECIFIC ENGINEERING.
CONCRETE:
- (1)-)'4'0 CARBON STEEL ITW BUILDEX TAPC3N,1 %' FULL EMBED TO CONCRETE, 2 W MIN.
(4" THICK MIN, 3I92KSI MIN;)
EDGE DISTANCE, 3" MIN, SPACINGTO.ANY ADJK3INT ANCHOR.
ALUMINUM,
(2)-014 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM,. PROVIDE (5) PINCHES MIN..
125' MIN. THICK; 6061-T6 MIN. ALUMINUM) PAST THREAD PLANE FOR SHEETMETAL SCREW,
STEEL:
.(2)-814 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST
(0.125- MIN. THICK, 33 K"I MIN. STEEL)
THREAD PLANE FOR SHEET METAL SCREW.
E-MBEDRENT AND Ep�E_p157ANCE-1:X
-
_
ESFINt ES-1F: - - - - - - -- ---
-
nREi4T+f1 a AS NDTEt7IN ANCHOR SCHEDULE.
EXAMPLE: 4 CLIPS X.90 LB/CLIP =360LB
REQUIRED UPLIFT DEMAND SHALL a DETERMINED
)NA SITE SPECIFIC BASIS BY LICENSED ENGINEER
)R REGISTERED AACRITECI! Nal' INCLUDED IN THIS
-DENOTES VALUES NOT APPROVED FOR USE
-SEE_AL76RNATE CLIP DETAIL 514 ON SHEET 4
W
14'
V
� tdt
Arr4
o=td4
cd
�11aca
l�l
CL
G
m
w
--
- - MAXIMUMALLOWAWELATERAL
WImp (tFSSURB
ANCHOR TO HOST STRUCTURM-
HAW IM SURFACE
EACH CDNHER I TAl;OF4CLJPSPERUHTn
f2lCLIPS AT EACH CORNER I
TOTAtOF8CwLTPSPEkUNR
4 C105 AT EACH SIDE REoFicupspEauritnit
AREA OF UNITS
LARGEST TAC6
UNIT
HEIGHT
UNTTWHTTH
_it)CUPAT
TAPCOH TO CONCRETE
SHEETT4ETALSCREW
70 AWHIIRIM
.SHEET NETALSmw
TOSTEEL
WOODSCREWTO
WOOD
TAN TO CONCRETE
PCO
SHEETNETALSCAEtY
tO ALUMINUM
SHEE1METALSM0
TO STEEL
_
WOOD SCREWTO
WOOD
TAP'ON TO
CM:CCEiE
SHEET METAL
SCREW TOALUMINUM
SHEET METAL
SCREW TO STEEL
WOODSMEWTO
WOOD
6 FTZ
24 ^ MAX .
12 ' MIN.
43 PSF
43 PSF
43
43 '5P _
81� PSI,
81 T'SF
BL PEP
8L PSF
9 if2
32^NA%
15^HUl.
-. 32 FSF
32 PSF
33 OSF
32 PSP
EO PSF
60 MF
EO CST
.60 PSF
MIMI
4FT2.
00.PSF
A90 FSF.
i 9005E ..
.. 90 PSF
170MF
170 PSF
i7015T
170 PSF
123 PSF
223PST
123.E
123 PSF
6 PT2..
-
..• -
.•. bDtST :-.: `...
_=.60 PSF :'. .:
_:-, :. fiDF3r
60 PSP'-.
tl3PSF.-
•"113 PSF•.•.: ",.
+.. :-.713 MF' ,"
-:-BZ PSF-:�. ':,:.
,. ....R2 PSF` ... ,.1
:-:82 PSF -....-
..-82 PSF.._
9 F72
48.^MAX
24'MIN
40 P5F
40 PSf
40MF.
-10 PSF
75 PEP
75PSF
7S P5F-
7Y PSP
54 P5F-
54 PSF
54 PSF
$4PSP
12 FT'
3 FSF
30 P5P
30 MF
30 M .
56 PSF
56 PSF
S6 PST
56 PSF
. 41 PSF
41 PSF -
41 FSF
0 PSF
. 16 FT7
42 PSF
42 PEP
42 PST
42 PEP
30 MP W
35 PEP
30 PEF
30 PSP
20 F72
'd4 P�
14 PSF
77.P'P
SS P;F
53 PSO
ss PSF
52 PSF -
49 CSF
49 MR
49 PSF
40 PSF
,..v 25 PT2
^
44 PSF
44 PSf
4.-
42 PSF
39 MF�
39 P5F
39 PSF
38 PSF
R2
� `HM1X
40 MIN
ON
37 PSF
37 PSF
37 FSF
35 PSr
33 PSF
33 M
"PS'
.32 PSF
O6 FT2__
f
30 PSF
30 PST
3D FST
29 PSF
Z7 PEP
27FSP
�'27.DSF
26 PSF
1,-TIE�DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3)-412 SAE GRADE 5,SHEET 14ETAL SCREWS OR (2)- iy"0 SAE GRADES MEET METAL SCREWS'. [NOTE1 FOR LONGER CLIPS UTILIZE (5}S12
SMS OR (4)-%'0 SMS].
2. MECHANICAL HOUSING UNIT SHALLLCCINFORM TO THE FOLLOWING: .
2.1. ALUMINUM HOUSING UNITS SHALL DE 6063-T6 MU4. ALUMINUM SHEET WITIi Fty-30 KSI, 0;12S' M[N. THICICN:s5.
2.2. STEEL HOUSING UNITS SHALL. BE:33KS1 MIN, STEEL, GRADE 33, 22GA MIN. (tffitl.0249'7.
3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAYBE EQUIVALENT OtlE TO THE LIMITING CAPACITY OFTHE 3' CUP.
4. A MAXIMUM ALLOWABLE VALUE OF 200 PSF HAS BEEN UTILIZED,' FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITESPECIFIC ENGINEERING.
,&mnunQ cruFni a F-
___,� - - - SUBSTRATE
ANCHOR
CONCRM:
(i)-Y4°O CARBON STEEL ITW BU"tX TAPCON, 13' FULL EMBED TO-CDNCRETE, 2W MIN.
(4- WCIC MIN, 3192KSi MIN.)
EDGE DISTANCE, 3` MIN SPACING TO ANY ADIACENT ANCHOR.
ALUMINUM:
(1)•014 SAE GRADE S SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN.
(0.125- MEN. THICK, 6081-T6 MIN. ALUFTINUM)
PAST -THREAD PLANE FOR SHEET METAL SCREW. _
STEEL:
(1)414-SAE GRADE -5 SHEEF METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST
(0.125' MIN. THICK, 33 KSI MIN. STEEL)
THREAD PLANE FOR SHEET METAL SCREW:
SEALED WOOD:
(1)-014 SAE GRADES WOOD SCREW TO WOOD MEMOER, PROVIDE 1 w MIN: THREAD
(SOUTHERN YELLOW PINE, G•0.55 OR RETTER)
PENETRATION, 1' MIN. EDGE DISTANCE, 1' MIN. END DISTANCE.
2" STEEL CLIP TIE -DOWN SCHEDULE_ AT GRADE INSTALLATIONS;
ANCHOR SCHEDULE NOTES:
1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, tR APPLICABLE
2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE.
TABLE LEGEND
-DENOTES EXAMPLE VALUE FOR USE WITH COVER PAGE DIRECTIVE
IM -DENOTES VALUES NOT APPROVED FOR USE
tt -SEE ALTERNATE CLIP DETAIL S/4 ON SHEET 4
MAXIMUM
ALLO A13LELATERAL WINDPAESSURE(ANCHOR
TO HOSTSTRUCf11RE1
HAXIMUNSVRFACE
(1)CUPAT EACH CONNER TU Of 4 DIPS PER UNIT)
(21 CLIPS AT EACH CORNER I
TOTAL OP 8CLIPS PER U
(4101PSATEACUStOt TOTAL OF O CUPS MR UXI it
ARCAOFUNITS
U.ROESY FACE
UNIT
HEIGHT
UN)TWIPTH
TAPCON TO MHCRE7E
SWEET METALSCREW
TO ALUMINUM
SHEETMETALSCREW
TO STEEL
WOOD SCREW TO
WOOD
TAPCON TO CONCRETE
SHEETNETALSCRE'W
To ALUMINUM
-
SHEETHETALSCREW
TOSTEEL
WOODSCREWTO' -
WOOD
TAPCON ID
CONCRETE
SNEETHETAL
SCREWTO AUIM'NUM
SHEET I4EFAL
SCREW To STEEL
WOOD.SCREWTO
WOOD
G Ff2
74"MAX
12.- MIN
43 PST
73 PSF
73 PSF
73 MF
-. 81 PST
142 PST
-� 141 fSF
141 FSF
9 FP2 .
32 ^. H1AX
15" HIN
97 PSF
.53 MF
53 PSF.
53 PSF
60 PSF
lDt PST
103 Pal
103 5P
43 i5P
47PSF
43 PSF
4 FT3
PSF
147
t47 FSF
147 PSF �--
170 PIW
200 PSF_
200 PST
_
200 f a'F
123 FSF
2W PSF'
200 REF
ZOOPSF
6 fT2
60 PSF -.
93 PEP
90 MF
98 PEP
_
213 FSP
191 Wir
191 Psi
191 PST
82 P.
242 PSF
14Z PSF
142 PSF
9 R2
48 ^ MAX
24 ^ HILL
40 PST
GS PSF
6S PS
G5 FSP
75 4SF
127 PEP
IZ7 PSF
127 PSF
54 PSF
94 PSF
94 PSF
_
iH PSP
t2 FT2
3D PSF
49 PSF
49 PST
49 PSF
s6 PST,
95 P?F
95 PSF
95.PSF
41 PSF
71 PSF
71 P5F
71 PSF
16 FT2
36 PSF
36 PSF
3GFSF
42 FS'f
71 PSP
71 PSF
71 PST.
.30 PSF -
53 PSF
53 PSF
53 P" �.
20 PT2
PSF
44 PSF
44 MF
44 FSF
55 PSF
86 PSF
B FSF
86 PSF
49 MF
79 MP
79 PSF
79 PSF
- 25 F72
3S FSF
35 PSP
3$ MF
44 PSP
69 PSF
69 PSF
69 f S -
39 MF
63 PSF
63 PSF
63 PSF
30 FT2
60"NAX
-
48"MIN
- 29 Tg...
29 FSF
.. 20'PSF
37 MF
.57.05E
S7 PSF
.:.57 PSP
37 MF ..
sx MP
...52 PS'.' ..
52PSF .
_._ 367T2_
7 FSF
48 PSF
.4B F5F
48 PSF
77 PSF
41 PSF�_[A3
PSF
43_PSF
1. TIE -DOWN CUPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3)-012SAE GRADE S.SHEET METAL S(RE\YS OR (2)- %'0 SAE GRADE 5 SHEET METAL SCREWS. [NOTE: FOR LONGER CUPS UTILIZE
(5)-xizswsDR 4]IN'&.SMS1.
2. MECHANICAL HOUSING UtdiT SHALL CONFORM TO THE FOLLOWING:
2.1. ALUMINUM HOUSING UNITS SHALL CC G063-T6 MIN. ALUMINUM SHEET WITH Fty-30 K51. 0.125- MIN. THICKNESS,
2.2. STEEL HOUSING UNITS SHALL BE 33KSI MIN, STEEL, GRADE 33, 22GA MIN. (N0.0299`):
3. A MAXIMUM ALLOWABLE VALUE OF 200 PEP HAS BEEN UTILIZED: FOR HIGHER DEMAND CAPACITIES CONTACTTHIS ENGINEER FOR SITE -SPECIFIC ENGINEERING.
A Kid -Una Qift JCril 11 C-
- - - - SUBSTRATE
- ANCHOR -
.CONCRETE:
(1)-Y4 0 CARBON STEEL ITW SU)LDEXTAP,CON, 1 %` FULL EMBED TO CONCRETE, 2 )4" MIN.
(4" THICK MIN, 3192KSI MIN.)
EDGE DISTANCE, 3' MIN. SPACING TO ANY AWACENT ANCHOR.
'ALUMINUM:
(2)-614 SAE GRADE 5 SHEET METALSCREWTO ALUMINUM, PROVIDE (5). PINCHES MIN. PAST
_
(0.125' MIN. THICK, 6441-T6 MIN. ALUMINUM)
THREAD PLANE FOR SHEET METAL SCREW.
STEEL:
(2)-e14 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN: PAST
(0.125- MIN. THICK, 33 KSI MIN. STEEL)
THREAD PLANE POR SHEET METAL SCREW.
SEALED W000, 1-U2" MIN THICKNESS:
THI
1-1NE
(2)-.714 SAt GRADE 5 WOOD SCREW Tug Sf'_MIN .THREAD_ - -
D - -
(SOUTHERNWOOD, .MIN
-
- -
AN010R SCHEDULE NOTES:
1, EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE,
2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE.
ME LEGEND:
F!//lA -DENOTES VALUES N0T APPROVED FOR USE _ _ _ _
t t SEE ALTERNATE CUP DETAIL 514 ON SHEET 4
k
V
J
JJ
Q
Q
0zria
a
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RU3LLC2DAR00PE .
MP-0001
gaT.9. 04
gEIZON1
C..� l
cum'. £ONSULn,M.
t.'W INTEWMES '
• a �' _ _2 35Z TAU. PINES ROAD Sv1TE A-1 g�y„�..Wy g,.�P, ft � +
_ - WEST PALM BEACH, RPWA 33413 n as ca.. 1 Ij
3 p r 1IL1�f�I�I' 3
AIR CONpiTlONINb PM CONECTOP � �
BMP INTERNATIONAL, INC.
MECHANICAL UNIT STEEL TIE -DOWN CLIP CAPACITIES: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS
` ~� MEGHAtJiNN.W W, GENERAL NOTES
1 PER SEPARATE 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH
/ CERTIFICATION, TYP. THEREQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE FOR USE WITH ASCE.7.10.
tCENTER OF GRAVITY ```7��� i' j f �\ THIS PRODUCT MAY 8E USED WITHIN AND OUTSIDE TIE HIGH VELOCITY HURRICANE
ASSUMED TO ACT AT THE ZONE
2. NO 33 1/39b INCREASE IN ALLOWABLE STRESS HAS BEEN USED 1N THE DESIGN OF THIS
GEOMETRIC CENTER OF THE SYSTEM.
MECHANICAL UNIT. (�., ) 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST
MECHANICAL UNIT MUST BE IREPORTS dTE102�'!0_38'JA, #TEL 01970387E BY TESTING EVALUATION LABORATORIES,
3i ,/' SEE DESIGN
SQUARE OR. RECTANGULAR, \,,. ! tCENTER OF INC.. NO 0BSTITUTIONS SVFIHOUT WRITTEN APPROVAL BY THIS ENGINEER SWILL BE
NO IRREGULAR SHAPES: w s. GRAVITYrr' SCHEDULE FOR PERMITTED.
y "\F //J / MAXIMUM SURFACE 4. ALLOWABLE DESIGN PRESSURES TO QUALIFY CAPACITY OF CLIPS AS LISTED HEREIN
gz �.` r AREA AND DESIGN ARE DETERMINED THROUGH TESTING REPORT DATA AND RATIONALLY CHECKED. FOR
O PRESSURE, TYP. CONSISTENCY.WITH EACH TEST PERFORMED.
^�\ 5. REQUIRED LATERAL AND/OR UPLIFT DESIGN PRESSURES CALCULATED FOR USE WITH
K �, . \ THIS SYSTEM SHALL DE DETERMINED BY OTHERS ON A SITE -SPECIFIC BASIS 1N
STEEL TIE -DOWN CUPS, ACCORDANCE WITH THE GOVERNING CODE.
vj ✓ j ` 4 i 1,2 SEE DETAIL I/46 2/4 IN B. MAXIMUM& MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL
r� ADDITION TO TIE -DOWN CONFORM TO SPECIFICATIONS STATED NEREID. ALL. mECHANLCALSPECFFICATTONS
j 4 SCHEDULE FOR CUP (CLEAR SPACE TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS.
INFORMATION, TYP. AND ARE THE EXPRESS RESPONSIBILITY OF THE CITNTRACTOR
7. FASTENERS TO BE P12 X 17 OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE.
TAPCONS REFERRED TO HEREIN SHALL BE RW BUILDEK BRAND CARBON STEEL ONLY,
.r't INSTALLED T03192 KSI 14IN CONCRETE SEE ANCOR HSCHEDULE FOR ANCHOR
3- MAX
# 3TYP ,I REQUIREMENTS ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION
TYP..,,4 �'`, i ...' TO PREVENT ELECTROLYSIS.
S + a ( B. ALL STEEL CLIPS SHALL BE ASTM A283 STEEL (GRADE D) WITH Ey = 33 KSI OR BETTER.
HOST STRUCTURE DESIGN BY OTHERS. e`` '` {' <fJ /^'� �. ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED
SEE TIE -DOWN SCHEDULES FOR `Iq '� i kt �f �YN :' COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION IN ACCORDANCE WITH THE
ALLOWABLE SUBSTRATES. LJM, WOOD '• r9l,I, T: `^"P$ ti0° i' J�� 2010 FBC SECTIONS 2209,2 AND 2720. G90•RATED COATING REQUIRED FOR ALL
MEMBERS MAY NOT BE USED FOR -%. ; • I rr r0 fF0 COASTAL INSTALLATIONS. _
ROOFTOP APPLICATIONS PER FBC 1522. �. ~"- 3.� - r ,P.LAVaI� 9. ALLCONCRETE CONCRETECONCRETE SHALL BE STRUCTURAL CONCRETE4 IED HEREIN IS NOT PART OF THIS
N.. THICK'ANDDSHALL HAVE MINIMUM,
3` MAX .'j '� tA� 00 MINIMUM COMPRESSIVE STRENGTH OF 3192 PST, UNLESS NOTED OTHERWISE.
DOUBLE CLIP OPTION �j r' ff l 10. ALL WOOD MEMBERS SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE GRADE 02
WITH SPECIFIC GRAVITY G = 0.55 OR GREATER DIRECT CONNECTION TO WOOD
(2) TOTAL CLIPS MAY BE USED AT EACH CORNER (ONE EACH ON
OPPOSING CORNER FACES, 3" FROM CORNER APEX, TOTAL OF
(8) CLIPS PER UNIT FOR THIS OPTIC N)_ EACH CUP SHAD. NOT
n -� TILIZE 1 CLIP'
v�
SHOWN WITH
EXCEED 3" MAX OFFSET FROM END OF MECHANICAL UNIT AS
AS
FROM END OF ME
DETAILED HEREIN. DO NOT SPACE CONCRETE ANCHORS CLOSER
THAN THE. ALLOWED SPACING LISTED IN THE TLE•DOWN
MECHANICAL UNIT
ANCHOR SCHEDULES. SEE SHEETS 293 FOR MORE
i / 1' = 11-0. ISOMETRIC
FOR CLARITY, THIS ISOMETRIC ONLY SHOVES 1" CLIPS.. THE ISOMETRIC
LAYOUT IS TYPICAL FOR BOTH I'AND 2' CUPAPPLICAITONS.
'IE-DOWN CLIP DIRECTIVE EXAMPLE
(THE FOLLOWING EXAMPLE ILLUSTRATES, THE- PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE WIND, PRESSURE FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE
'DIMENSION RESTRICTIONS LISTED HEREIN. SEE SHEETS 2&3 FOR TIE -DOWN SCHEDULES.)
MECHANICAL UNIT CRITERIA:
CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA-
36" TALL > 36" DEEP X 24' WIDE, 150 LB WEIGHT AS VERIFIED BY OTHERS, INSTALLED TO 3192 KSI MIN. CONCRETE AT GRAO,sF AS VERIFIED BY OTTERS.
PROCEDURE:
PROCEDURE STEP
RESULT
1
LOCATE THE. A7 GRADE TIE -DOWN SCHEDULE ON SHEET 2 AND SELECT CLIP TYPE
CONSIOER P STEEL CLIP
2
DETERMINE LARGEST FACE AREAOFMECHANPCAL UNIT TO BE.INSTA.LED
96'X36'=9FT'
3
CHECK MAXIMUM UNIT HEIGHT RESTRICTION
UNIT HEIGHT IS 36' WHICH IS LESS THAN iiM MAXIMUM ALLOWABLE HEIGHT OF 48
4
CHECK MINIMUM UNIT WIDTH RESTRtCTON
UNIT W" - [131" 15 'i YJMlCL�IS 11ALEN7 T�--O �(TE MIIiIhTHR�ARO_C ABl T 1T0T A
5
DETERMINE T ETiNlthiF7ER OF G.tPS TO BE USED AT EACH CORNER OF THE. MFCHANICAL.UNIT
CON' LIEN (1 P A ORNER, 1N5 D TO E 85TiIA7E _l
11. TMECI
HATER
12. ELECTI
13. THE Al
SHALL
14. THE SYSTEI4 DETAILED HEREIN IS.
ASPECIFICSITE. FORSITECONDI
HEREIN, A LICENSED ENGINEER Of
SPECIFIC DOCUMENTS FOR USE IN
15. WATER -TIGHTNESS OF EXISTING}
INSULATE ALL MEMBERS FR
I.E. ALUMINUM PER R&C.
TO BE DESIGNED ST INSTP
CIURE TO WTTHSTAND SUP
S NOT PROVIDE INFORMATION E'OR
FROM THE CONDITIONS DETAILED
WECT SHALL PREPARE SITE
-H THIS DOCUMENT.
HIS ENGINEER SHALL NOT BE
SUES WHICH MAY OCCUR AS
OF THE INSTALLING
DESIGN PRESSURE EXAMPLE SCENARIO.
SEE SHEET A FOR A SITE -SPECIFIC DESIGN PRESSURE EXAMPLE & ACCOMPANYING UNIT
CONFIGURATIONS WITH TIE -DOWN CUP REQUIREMENTS.
ci
J
w�
Q m
Z� �z
oCr�y
Lu p a
gh
1 ID
W
CL
Z=
m
CONCLUSION: MAXIMUM ALLOWABLE LATERAL DESIGN PRESSURE- -OVU- -
(COMPARE THIS VALUE TO TLSEDARATESTTESPECIACREQUIRED DESIGNWINTJ_P.E_E"S'SLIRE_PROVI6ED BYA-[ILEIYSEO FNt.'1yF>•Riit t>FrT+.icecp — - - -
CERT1fICATiON1
u.vUlr 1ntu.-�
AST14 •Q83 =
. , STEEL, TYP. _..
(3)=QFI2.SAE GRADE-5-
SHEET METAL SCREWS
OR(2)-3/8" SAE
GRADES SHEET.
METAL SCREWS AT
TOP OF SLOT, TYP.
.FOR ANY CLIP LONGER THAN 10°
UTILIZE (5)7412 SAE GRADES
- SHEET METAL SCREWS OR
;(4)-3/8° SAE GRADES SHEET.
METAL SCREWS (PROVIDE 2-MIN,
SHEET METAL SCREWS AT THE
TOP OF THE CLIP) TYP.
%-o HOLE, WITH
ANCHOR FROM I'
CLIP ANCHOR
y- SCHEDULE, TYP.
- i#•��
"�'
PROVIDE (5) PINCHES
MIN. PASTTHREADPLANE-
FOR EACH SMS,TYP.
0,068' THICK ASTM
A283 STEEL CLIP, TYP.
BASE OF UNIT SHALL
-a
BE FLUSH WITH BASE
OF CUP, NO SPACE.
(OTHER
PERMITTED, TYR
DIMENSIONS
SIMILAR)
* -VLI,
:.
MECHANICAL UNIT BY OTHERS. ALUMINUM
s'CCC•°- AzOf
°'-•.
..•:.
HOUSING UNITS SHALL BE 6063-T6 MIN,
ALUMINUM SHEET WITH Fty-30 KSI, 0.125°
MIN.'THICKNESS; STEELIHOUSING UNITS - -
-
S CPA
(3)-612 SAE GRADE!; 'ly �p q
.'SHEET METAL SCREWS_,cup
.
SHALL BE 33KSI MIN. STEEL, GRADE 33,"MECHANICAL'.HOUSING
T ROUGH
22GA MIN. (t=0.0299"). ._ . _ _ - --
r f /, _
PROVID
�, ^,`
%f/✓�ffi
PINCHES
t
0.113'THICKAStM-
r
M1N.PASTTSTTHREADPLANE
A283 STEEL CLIP, TYP.
ANCHOR PER:
!f �j
FOR EACH SMS, TYP.
OR
�
_ ANCHOR BASE OF UNIT SHALL
3/B° SCHEDULE BE FLUSH WITH BASE
OF
Fri %r
(1) (2)ANCHORS
PER ANCHOR
3/8° SCHEDULE
CLIP, NO SPACE
/J PERtdITTEO, TYP.
x
. t%TJ SUBSTRATE PER
�f�r
i
':r1frC.' ANCHOR
,/!/f
i /: .. i
�.^.•/Fi/ SUBSTRATE PER
1" TIE -DOWN CLIP
i 1" CLIP ISOMETRIC DETAIL ANCHOR DETAIL
4 N.T.S. ISOMETRIC 4 3" - 1'-01 _ DETAIL
CLIP IS DESIGNED FOR FULL
CONTACT WITH THE BASE OF EACH
MECHANICAL UNIT, TYP.
0.113"THICK
ASTM A283 (�lJJ
STEEL, TYP,
0:75
UTILIZE (1) OR (2)AN,CHORS
FROM 2" CLIP ANCHOR
SCHEDULE, TYP.
./ .1 -111 ^I Tn TC n^mf!
I-- -UNIT WIDTH
6' MAX .j_ 6" PMX
CUP OFFSET CLIP PAIR SPACING -=---# - CLIP OFFSET
3" TYP - MECHANICAL
(3)-#12.SAE GRADE 5 CUP -CUP NIT PER
SHEETMETAL SCREWS SPACING 1/_IUPDAQ&TP
OR(2)-3/8" SAE
GRADE 5 SHEET
METAL SCREWS AT
TOP OFSLOT, TYP.
)4'O HOLES, NOT TO
'BE USED FOR
ANCHORS, TYP.
UTILIZE (4)'CUPS EA SIDE
OF UNIT FORA TOTAL OF
EIGHT PER UNIT
5 ttALTERNATE CLIP DETAIL
rj N.T.S. PLAN
2" TIE -DOWN CLIP
4 ANCHOR DETAIL
DETAIL
CLIP 15 DESIGNED FOR FULL
CO
NTACT WITH THE BASE OF EACH
MECHANICAL UNIT; TYP.
RE
ZAMETERS USEO
8TECT Olt BUILDING
THE MOUNTING
SPEED-UP EFFECTS BUFFETING OR CHANNELING FROM OT14ER STRUCTURES)
SzjjE SPECIFIC PARAMETER
BASIC WIND SPEED...... - . _17S MPH
EXPOSURE CATEGORY.. ..............................
.....D .
MEAN ROOF HEIGHT:... - . a._ ... ,70 FT
MAX HEIGHT OF UNIT CENTROFD (ABOVE .ROOP) ............... _..5.00FT
TOTAL HEIGHT OF UNIT CENTRIOD...................... ...iOFT + S.00FT= 75.00FT
DESIGN VARiAOLES
Kd-0,90, qr-96.28 PSF, GCI (LATERAL)-3,10. GCF (UPLIFT)" 1.60
(ASD) LATERAL WIND LOAD- 0,6 x (q: x GCi) d 0.6 x 96A7PSF x 3.10
(ASO) UPLIFT WIND LOAD- 0:6 X (q1- GCI) - 0.6 % 96.17PSF x 1.50 "
30'a30'x3W UNIT INSTALLATIOhIS MUST I{EETArtILTZE THE FOLLOIVR:. CRITERIA_
HEIGHT FROM GRADE TO CENTROID OF UNIT SHALL BE 5 75.00 FEET
UTRIZE (2)2 TIE -DOWN CLIPS PER CORNER SEE ALTERNATE SPACING DETAIL S/4° FOR
CLIP CDNFIGURATIOM
'UTILIZE (4) 612 SMS TO HOUSING UNIT PER EACH CLIP
'UTILIZE (2)4 14 SMS INTO:I/e• 606146 ALUMINUM RAMISUBSTRATE• PER THIS APPROVAL,-
• 'UTILIZE (2)•814 SMS INTO1/8' 339SI STEEL RWSUBSTRATE: PER THIS APPROVAL,
48°x49'x4e" UNIT INSTAs111EONS MAST MEETAJTICRE THE FOLLOWING CRITERIA:
• HEIGHT FROM GRADETO CENIROID OFUNIT SHALL BE S 75,00'FEET,.
• UTILIZE (2)-2" TIE -DOWN CLIPS PER CORNER,SEE 'ALTERNATE SPACING DETAIL 514' FOR
CLIP.CONFIGURATION,
'UTILIZE (S)-612 SMS TO HOUSING UNIT PER EACH CLIP.
• `UTILIZE (2)-614 SMS INTO.1/0- 6051 T6 ALUMINUM RAIL/SUBSTRATE PER THIS APPROVAL
• 'UTILIZE (2)-614-SMS INTO 1/0. 33XSI STEEL PA USU13STRATE PER THIS APPROVAL.
tSEc�'=STEF,- tfo-ricfinWugCjFEOUIE, p00}TGFFp6�iNTEO IN5TALlA7lON TABLE
NOTES &.ACCOMPANYING ANCHOR S0IEDULE FOR ADDITIONAL ANCHOR/5U057RATE
INFORMATION. INSTALLATION TO CONCRETE MAY NOT BE UM2ED FOR THE DESIGN
CRITERIA NOTED IN THIS EXAMPLE.
141
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TA13LE #J: REQUIKPVE5IGN PRE5 . 5URE5 ON A/C UNIT5- BA51M ON BLDG.. HEIGHT (().G W) (51TE 5PECIFIC)
EW05URE "C'(INLAND) Vz-`1 50 MPH
MEICtff MDM2GF-jXTO TV' OF ROOF WjEL
Yfl-,CPT<fwao
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16wT
5F
1 , f 51 ;3 P5P
f W P$f
192.5 Fsp
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1 .-,op5r
1 73,2 1--?
1 763
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1 -44.7 p6vf
'TABLE #2.- NC-�5TAND SCHEDULE- EXPOSURE FQ- (INLAND) V 140 MPH,
0, Buildinq H61djht<,.100!
&C Una
Ix v-
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w
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1.2.3.445
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75
1.2.34O5
40 a 30 130
TABLE #3:13A5E PLATE t,,ANCHbR SCHEDULE
F-XP05URE IICII INLAND' 0 <ec- Building t1maht 50'
MST, STRU,--Wre
.
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pime s"
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TABLE ,#l:REQUIRE D DES( N, PRE55URE5::ON A/C:UNITS BASED.ON;BLDG.:'I1EIGHT'(0,6 WYPITP5FECIPIC):
(sLa XFa'6ac�ay.STrEtsrwr. ,.
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FJCPOSURE,. D .C,OASTAL:('.), U .i.80 MPN , .
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UFGPT.SGCF t:5):: G9.2iPSP ' 72.615F .. - -. "_
- a;: F5F :- %,I Mnf >.:-.
,:
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TABLE-#2;'AfG STANDD(P05UI :°D='', COA5T,4L { ),: V=180 MPH • '.
'•
s.irs.:v�t t e ntx3cro coNNEcn r+,
:SCHEDULE
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ins PER4 nrt
-
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