HomeMy WebLinkAbout3795 Orlando Dr (3){ BEAMAN CORPORAMOX
p. O. Box 21687
�a 420
*; Greca..boro, NC 27 RLV. SePT• 3o,198T jS
1 i
STRESS ArtALYSt S_ SPECIAL . 1 Foan+•� �•
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Ads[
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uitA CZ'EEL Tve-NG -Lt►; tST EJ
IOC
PS;:
Rooms u- = 3o P5= .
Psr
PSF �� �? i2 oF�'%�
' N�,vG.s = 44
NeTF up��FT Ai / O
GOMPUTATIO�-�S 1
s
!. anof=
Cam_
WtAxoNAur► �3AA�► = 1 —4
L) .. Pt_YWOop Gt0 , EnorERto2 Gt_vt5
frtJAu.owAs�: r 235 PSF 7 4 v PS r=
. i
_ ,... 4 zo Gn :jj:II
wT` G 1 I
Fr=45KSt !:
3
R.►
1 .... a
�040KSFX )=.053 1ct-F
RA = R4 = z-
��''-r-iz = .399 pus t S = •84 ! N3
11.SiZ .0S3� 8?G FT r SRf�= 2?
r
PAGE 1 OF 13
• SEAMAN CORPORAnon
P. O. Box 21687
Green -born, NC 27420
G, BEAMS C PE 2 I M ETC ��.J
CONS DOER MI1�C1NvM SPAN •
WTt-
A
P.
WTIL _ 3o51cc.F�/�" � 'a . O11 = . 24 {CL._F
z4) = 1. 4s'�
r
C• 24! {2'O�
4.4 FT- r
T.S. 4X3X %4 5= 3.23 ie�I. Co.45 1AJ SFr =4� rti�
3.) = 7,4 FT_K, 7 Nne.x = 4.4 FT- !~
MAb�► - 12
r_>, SEAMS GNTERtOP-
GOrr510E2 MRX►WWON SPAN
WTL .14
RR Re
Rk _ R� i%lZ.q .
zi. 5) = 34 PT {c 7 Mix _ IG. $ cr-rc
PAGE Z OF 13
BEAMAN CORPORATIom
P. O. Boa 21687
Greensboro, NC 27420
b
2.yJlPcs LOAD ON WALL- - PANELS
yVAt-t► . PANELS TQAI.�SFe�. N/Iwo �oA� T� BASt= ANo
T'v ROOF OECjc -: WH je_t4 AGTS AS 10+Aprf RAGA . ROO c=
D IA PARAGM. _TRA1.tS�EttS >_CAO TO $.HEnft. WAi.LSS . APO
S 'rot
UGTV2AL;. 1�RAMCS • ' - - '� - ---
t T
Q' 20 GA STEEL_ .Sw.%&JS
Rb S -1.3 I N'-1/r-T of WioTt-4
Pip = lo. 33C��= g .42. le I
Fv = .0103c410 = .01 37 KS 1
tJI wwo = . 8 %02S KSF) = , 023 IcSF�L F W iGTM
RA = R8= v(.023)_
aENOIOG Z
M _ �40;.7- q . Si G r.
c . 2rr-
,Z&X 12
Saca = 5,,4Z = . 3r.1 3
SNP=A2. CGO�E�
V c = . 1 Oct.
12) = , 4; w- > j -A&x
1- Ff-Nmc: CApAGT'1'
`TOTAL "-.WlfJO LOAD To 8E J'C.ARRjEO BY SHEAR. ` WAL1.
" �z.V7 t5.>�~
WroTRL 1.3�.02gKSF�(4►3 � e.S�
SHEAR WALL CAPAC %T-y
24.4 2 LF X . 54"/L.r- = 13.5 "
PAC26 3 0f J3
1
a
BEAMAN CORPORAnox
P. 0. Box 21687
Greensboro, NC 27420
GAPAGtn D� GO�.vMNS IW pkow1' 1• REAR WALL-
-7� t 4(1.-73)
TTCTI%L. GApAC. y IS.5'4-�.�,y `� = 20.4Ar- > 65.8
is IS c-oNSERVArive 91Mc-c- lT Acows NOT TAC 1MTU
ACC-ONNT TaaE RES f STAwe-E a REa 8y wrsix301t-
PAP_TtTiON,r,�
3. cO�uMa�
r
�- FRONT
"IN
r- 1 - TS 3 x 3 k it., P 44 t; S 1 r I
= � toy)
Fc_ = 14. 79 K5 I
5 = 1•-73 Fe = 15,-i1 IcSI
PAG1= 4 0v= 13
BEAM AN CORPQRATION
Y. O. Bou
21687
Greensboro, NC 27420
I Clio)�
1^X = t.00. _. ry = ..'TT �,K = l/, o =
Sx = 124 s% �117 r�y - -(;;-- - 147- C.o u-r�0 �s F
tC =1 O I�
- � 3 3 . lG'S l .F ..
T. S. 3 x I A F= 45 1Cs t)
rx = I. 1 95-
Sx = . 527 5 y = • �, I )r _ 177) _ Ile. (01- coNrROLS F:L .
L x = l O _.. - --- - - -- -- F= 5 les i
A. A}C1AL LOADS -- - .._.. -
-r.j_ 4 KS _.. .
2 1tK — -7 1
0 Z . �. I.3 1 _ L 4. S 1cS
P AGC S OF /3
BEAMAN CORPORATION
P. 0. Box 21687
Greensboro, NC 27420
_N
RA
wvvNfl = . eF v-r)=. I IS Kt-F _
- N
ww ilia.
Rh-
3s4K :}
Isis
Rb .315K
N
M
_ �, 00 xl�- ►O. 4-SW_SI G F.
N
RA
°• l &pZ Icc.F
t- -
_ WWtNL7 sh ^I
RA
Re = 8 K '�' R8
1' Z z? = 2-7, 32 KS I Pj, 277 Cf3j = 3G toms 1
G =MSJN5r> frk1AL j' Fi INC.REAS _D
BY i3 1:=olf. W ND j..OAD
Fu-
1 Fe
Ilto i- .'722
-P AC,e- G 0 F I3
BEAMAN CORPORATION
P. 0. Box 21687
Greensboro, NC 27420
4. i~ LOn p- flEc-!r_.,K3
A. _GOMPOSime' COucam-r= P"D mismi_ naic1C
1.813N :::. 3.l.ZSN. 1•e1
3,�
t
33.000 psi
_< -1 3-75•� z.3?s - AS = .491
woor* METAL• VGEcxm I .
- 0 P M ETA � 'DE GrC
(JLTiMATE LOAD = 1.7 LL + 1.4,OL=
MSPA►J 1S 7
ZzG)C -7 )2-
pj
-�c = 30 OCR PSI
33 tcsl .40i
M�=�FrASCCl
M � _ .,ql C33X
z . zs i=r-r_ > M Max =1.4
CHE:Gr_ rENS .ON RE itJ t=DRCEMt✓NT RAT10
P= bd ^ ,�Xz�►s) = .018 ,-75Pa. = , 036 QK ,
pAc,- 7 of 13
BEAMAN CORPORATION
P. O. Box 21687
Greensboro. NC 27420
Wlox{5� 5= 9,T2 �su3
GoMPR�=ION Ft_ANc�c BRACED P Y Dc--LC F� = 24 IcSI
M^L'. _ 1-3 ��.72) =14. 4 FT_lC > MMax = /5. 5 F7=r_
G _PCRiM TER. BASS GNAwNt._t-S
1,,A,5r 2.�1� 2.53r 1.68r'' 1.33~ LIr. 18m
I- S�4
t2-0$(au IO=�yd IC>
lo'-4Yi. �o,_�,. i2,_�1, 1 t2'-4Y%
I I IRfl IRS
Rq
WNIJ. LON-) ♦ Ft_OOR LOAD = .4 KI-F
P%SSOtAE NO.. MOMENT' CAPAE.tTy- RT suppomrs _.
IAA - l.A.5K+
1.�1-1-1
.19$ 23 l K
RC 2.Tlr� l+2 53� )+ z .474 2a•
Rfl k/ �Z 5 J �(1-IS
+1.33'C(i2.375,+ is `(12.375)+ ��'�= 14.31
(�� = 1.33 r(i/+ 1.I K(12,315)tt• l K4 t2--�.�t)
PAGE 8 o F i3.
BEAMAN CORPORATIOX
P. O. sox 21687
Greensboro, NC 27420
K
i.45Y. 's,'71r 7.53�.tv9 1•�3r_ LIr �18K
W TL- W FL. W T L W T t-
A Rot $Z a a Ae r.
GA�-r 4.6'lx -Gg4rK..4K..._.-. '_7.OG
Ot w K
3fo�4�`S �k f ; 1.0� p
s (y)VL
I ,
' Ij I j aK I K
4.le7r S.►� r S.", 5.5' (p16.1 •08
.K ZO�r .K Z0.2
NiGM1tlJT CM,
G 12 XC 20.1 1 S = 21. 5 11.! 3 dXA;
COMPRESSION F(.AQ(5C BRACED P,17 [o-(e�' NtA1cIMUM
IS.ei?
MAu- _ �Z C2l .5) FT -IC
D• IN71rRICR. JSAS�S GHArJ►JEL.S
.8?t 1.77K 1.9Srr Z.�iS� Z.qK
s Will-
0-
RP = RJi RL R� RE
VJTL- = Pr.RT1T OW LOAD 4 r-L.Cr 2 LOAD = . q W-L-=
ASSur^cm NO MOMEyT C-APACXrY AT Sv PPoRTS :
('AGE= Cj O r 13
BEAMAN CORPORATION
P. 0. Boa 21687
Greensboro, NC 27420
4 8
RR
mia.54
4- I.SSk( 10,S 4- 1- �4)Rc'I.QS3
3.S5t�ii.s=
Ra 2°'zIs(.4�.
RE = 2.Sk+a
8'TK 1.177r TASK
WrT1 ii TL v m wTL
to-4 s 10-(6` 4 1 1aI-co' 1=.-4
{ Rsz Rc, lzct Ro,' 'Ra-L - 1R�
Co lam s`!1�"` �A7'= :,5:43":9.osr s6,tS"=5.57= e.47 k
6 s�
q. S K
t,Z(r S,q�K y �. � 3,v S•S7
5 ME Aa(v)
i• ,S.gSK S.43r` &js"- 5.57r`
art,
`s Alp,
G 12- X 7-0 .i
M AL.L_ = 3 3.5 >= T- r_ > M Mac = 21
2 FOOT 1t.tG5 ® 4-0 X 4'-0" 3C 4"-f." pEEP :.:.. .. j
,• FOOTINGS ®
3 Fo0T-1NGSQ 4-GX 4-Lr X 4
1 (AsL 2=Co" x 1-'�' X 4'- Lo" OE P
A. 6EAPIMG
4 X 4 FTC
P,,,�,x=?.CYoX -,- 3.G � •� 15.SG�u+NOPY) = 2fo. 22 �'
MCt _ C4 T) _ 1. Co 4- 1cs=
PAGE 10 09 13
. BEAMAN CORPORATION
P. O. Box 21687
Greensboro, NC 27420
.b
Z•�Y X -'-(a„ ;= •V
14.31 " + . S21C = 14. 83�`
/4.83
3x 3 ' I=T,.
1
4 =�� x +,"(1 ILTG
PMC, = 13 k + I6•Z�K�ce�NoPY�t 4, 561�
= 33. 8 K
3�5 � Z � • � -7 KSF
�X.. ,elf•
� N
Z=6 x'1-3 E=
Q•+Ax z 16•17-" + 2S•31K<GA&)m'V)+A,DS"
= 3S•SI K
�j/r•1.� x r �S�LK = 1• q G 1c s F
1• S a1•ts
Tvoucr = (� 02gKSFX23.5 X4lo')+�044r5F%�12c.'x ��= 3G.�+ �`
Ta` Roos vJE�GHT = 10. 0
UlALj- W E o GhT = 9.5 K
FLOOR WEtGNr = 43.2K
Ot
FOOTING 1.70
f31.0K 7 Tint►Fr = 310.5 K
61.0 2.2.0
36.4
,G. OVERT✓RNlwS
T.PLIcT L36A 'N
.1
w.rNo Tom: gl•p ._V
lid
N1., No =• !.3(.02�rsF� = ,o38Ksf a _ __ --
Mo�eR?JRUNb = �.038K:Fx48Z IZ-ZI•, �+ 3(05�%1.�5)= 'st.8,7 FT-K
Macs�sT�Nt; = gI.OK 11, *75,) = 951.5 FT r > Mar = 5Co$.7FT-fC
PAGE II O;r 13
�o-lci-8�o
SL)PPt-C--MEN'-gRY CALGJtJPrTiOr1S 1=0R �+VAG ScJPPOR-T
1=0 � E X X o n� 2 4� X 4-� • G-sTi�K$
Golo6joep, DEAN IV,_Y
gf I-IVG L-bAOS C-AMRII=Cl BY ROOF -vc-m PflNEL.s�,
GA�ouL.ArroNS ARE _ F02- ytoRsT. POSSIBLE 1-o ADS !V G
"YAC-, ONIT 5o0r..8
toMPRE5.5o2 640 L-IS
RA Ra
' p 2•7
P, Ft 2 =
Z'7 `I 1.5�
'7 7 ( FT-K
UNIT IS SOPPORTeJ Sy 7-vao CZ) T 5 , 4-"X Z" X 14 GA.
5=. qSZ i N 3 (PEIz 5 PPORT) 3: I. �O3 � N 4
MAL.�= ;Z�Ar-r ��i52 iN�/= 2.ISFr-K> MM4�c=.'77GFr
Pat. tO-3 -8 S
5L)PP>_(5-MCN7-ARY CP'L-C-UL-AtT10N i`OP- 15F11G
24 ' k "' a- S'rO R L.
V = 'rOT'AL..-L-A7rEeZ^" j=ORG6 OF?- ..St+EA2. RT_ BASS
.OGC-�U PAWC-Y I.m Fwo RTANcE5 FAGTOP— .
K = D.Co� i�0�►ZONTAc.. F.pRG6 l r"Prc-'�z. FOR- BUtLU��1G�
F R.A N► I N G SY STEIi
GS= 0. 14 - c = PERtO1. op VIBRATIOr.3 l=tutm2 5 =
STRVC:T-UfRC Rt= SON Ruc. t=ALT� 2-
h1= D i A Z L-OA 0
G A fZ7 H CQU A <fE L AT ERA L F O izL6
V = CI.Oxi3O,��.(.?X,14XG3.5 k)
V 5.Cf�o K
HO(ZIZONT�4l.. WtN� LOAD = 1.3�02ciK%t=��l21']�x4Cc�
=21IK
TNE2e=O2E) T--O(t. LAT-e�'r2A1, F'02GErs WINt") L.OA17
Op,,j-rROLS `OALPS A N f%L-Y zEo nN PP. 3, 4-1 G)
-7_ 2� .
OPA 13 of 13
+ •BEAMAN CORPORATION
�, �,
'. I. Aox. 71.687
- Greensboro, NC 17420 M A y 12 , 14 8
57-9ESS Ati/RLY SI S Fe8Rtd ARy 1-7, I989
C:-'rG e&AJ_-OM'PA•AJ1/ (i•S.A ° x/o�C' C�KJoA�/
6 �(JN.�Ec�, C= STo2E
- NdJ- STAM.y)ARD 2F 7AaGt1(AR
G sto2 c � on�G C� i
'21= r- FM EN CE S
1. r-� �► Ny A L o f STEc C.. Goal s^rRVC77oAJ A c Sc (4 8o
Z. CaC-b ire 2M8D STCEL xS/GA/ MANCIA L— .. A
IjAj .4 rco AJ E/uG rtirerfz1AA�C _ C. ,
'D ES IG�►
C o A � S '
DC A lf�:,
L o r4 1D = ,3 Ps7=
Lt✓E
CoA-D c 3o Prr=
t-JlND
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o)I
co
rn
P
to
N
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co
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j
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a
rule
cc
t
8+— wl2Xl5xypN CANOPY
BZ — W 14 x3o
fs3 - w14Ic39P = 30 PsF
+ e X4 VA w� as Ps F
G _ ].'a 0 X
C-2 -T.S G xGxY2.
3"x 2G GA Deem PaNs
FOOrtNG FZ - 2 ® 4' K4` X 4'--a' 'ASP
FDcrrINCa 2 - 3 41-&"x 4..&'' X 40-6" pe:MP
FooTtNG F4- _ t 9;2•'6 '7 ;3 coNF 4-1
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6 '_ o'' PACE Z- of 14-
13EANIAN CORPORATION
P. O: F ou 21687
Greensboro, ti'C 27420
oompyrAT/o"s
1. DEG k PA /VS
wrl- z 0,033 /4+wioE I*.v � = B.O ¢f-kLF
�z"/ter
/2. O ' /!. L 7 /4 9.3' I /. 83� //• d3' ¢.4z
AA /Cd A.- Aa 49E RF
M'r =0, 4-30'_nr
USE 3-MOMENT FQ aAT/oN.f To so�vE
FOR Mq , /"Ic. /"/o i ME
• D, �f-3O C / z) 4 z /'9E C /z t//, 7) t ML ! / /.67)
+ //. 6 7 3)
(D4-7.3-f-M� t //. 67 Me = -3/,33
6 7 14,e t z- /` , C 11.4 7 -0- / /, 3.; j t //. 8 3 /1,
= - wrL (1/.673t 3>
l 1. 67 /y, t +7 /V t- //. 83 M„ _ - 3S: 9
83 Mc 4- .Z Mo C //, 83 f- //. 83� t //. 83 ME
O //, 8 .3 7. 3 2- �" t o t- I/. B 3 IVe
63Mo t 2 //• S 3 t
4-7. 3 Z M4 _ - 3 /. 3 4-
O / /, 4C7 M r
g 7.3 4-
�p lsE 3 OF I4
BEAN:AN CORPORATION
p, O. Box 21687
Greensboro, NC 27420
67 (-31, 33 - //, 6 7 Me- ) f 4- 7 M, t //. 83Mo
¢7.31 .
= -3s.69
2.7. 9 7 - 11,93
83 (-Z7. 17- //.03/41,p) t ¢7--3 t •83ME
'f g: f2 /
//. e3
/`%E) t // •
l If. 8 3 �//
J#
9 7'
/yo�-C..s/l I-k
0. /9SK,,
%eA� - ! Z • 0 1y TL . f (0 4 30 — O, 52 9 = 0. Z .Ss l�
1- / 2-
RB O.Z73K-
2 ` / Z-
i.67wrc. f �o. 39-0.4 = O, 2-6
a K
RC • .//.67wTG f-o,,s39 f o. 4-97, = O. Z,S3.`
Y:
63 wT[. f (0.4- 9 7 - o, s/ I. = O, 2 S 9
3
Pr9 rA 4 OF 14
BEAT AN CORPORATION
P. 0. Box 21637
Greensboro, NC 27420
D..S3 9 ) = O. Z 5" $ K
2-
0 3 wrL. f. - o, s / ,f- 0...5'3 9 1 = o, Z 6 3 x
wrL. t- O . S 3 - D. 43 o f = o, a 6 9 '-
/QF = //, 03 wrL f-�D • S39 t D. �} 30, = O. Z s/
'OR
R ,o =
o.
Rr-=
o.S3Z�
0,4'f 6 •�
f--f'Z ( l2.0' 1 //,67 ' 1 11, 83' 1 /!• 93' 1 11. 83' 1 f-,42'
RA Ae R` Ro Rt RF
n_!7S4 n-7[n el- .2SP _ _ " ito,269 0./93
0.04 o. 2-73 0, 2.S¢ o, z 4 Z o, 26 t v. 2s 3
TZ04A.
/!o n
3ICS`
tS = • 353 iN
-c - - 79 /N3
0. g29v v o 5'1-3 o..So 7
•304k/Ok-
12
—t'AAu' 30Y-L 279) _ �99�k .5�3�k��►t
r2
,, 2io, o. 2-44g
o, SS 73 0 4 8 4-
PA(jE sCF 4
PU ga-)N5
I z
w
I,. o 24- 4 z (o . 708 1
901. .844� f Z�. �n8' 13.0 94--
RA RQ Rc, Rp
S!4r-A R ATI=p AS SNOWr) AL30I/-EE
53 �k�1 Zj` ��
VJ �' tl is
k
IZ.ZS Z7 D9
o. 709
F
t.J � �?' zro�l .� d_�c/z7•�'C = 9.55� �'�. =9,5 /.y
Q 0 `" l -7 • LJ
—�
D �J
I Z.?(I
�11
_c
C.YJ
5.40 q, 41- 4+.1' 6.1 & -I3
ti
I
Al
3S•eI
37�0
W 14 XIS S = Z1. 3 rN3 S = 130►,�4-
OTT p1,/ F L AfJ(9 E l3 A CC D E (! C
Mau z 4(21.3)/IZ
�—bTaP 7 Z(o.'70913 = 8,`a/1^uX C6 = l•�S F�
?9 OS > Z(o.` Z't ; uk
I
BrAMAN CORPORATION
P. O. Box 21687
GrcensLoro, NC 27420
C R os s 4E�5A M S
a) Ar iscQNDS W- k >L
Jp,44k- IJ.2` 11.94%� 11.9,; IZ•Z3 � 34
12. o ' I /. 6 7 u. 83 ll. 63 '
• R
- AA
UsE 3-/7oMEn/T CgaAT',oiv r0l FlNo /"le
IL
G
- 11.9s(S,9zJ�/6.06)C/
�y-
-I2.Z3' /77S) zS J
MB = _53.sz
A A, = 10 -4-1 �
l�A�z�``(
/%.S-8) f
11.�9 vr• 9! 1 / S$.o� '—.53.5 Z )
0-7
1Z•ZIL�16.'9'2.� t
ll.-7gkC
RQ _
11.95,(/g.08� t
12 z3 �.25� t
N.S.�•SZ'- 57.7 J
k
_lztz3
U-7, >
f � s= 3.sz�
PAGE -7 o� 14
BEAMAN CORPORATION
P. 0. Box 2168
Greensboro, NC 27420
Ac- = 1Z ,17 k
R� z —
1 D, 3 4-�`
RA : z 7. 48 k
A,B _ -Z
z
Io.41IL 12.210� 11.79 11 95� rz.23 /�,.34�
/2".O' �L67' //. e3' //, �3 //. 8300,
Rd R6 A,
5B o9 53. L 6 7. 8
WI¢x3o s =4.2.0 ,N3 /= Zql .1/�f = ,s�3+
s6.
�.w Z o�
r%/4�..v�2. vk
a�T 5 /0 O
PACE 5 of 14-
CORPORATION
P. O. Box 21687
Grcci►sboro, IBC 27420
GRoss QEA /`I
9.Ssk- k 9. 3! 9.53� 8•Db k
TIt. og' R RT2S,D' RG2.obr
MA
Z/ f/7 g>
9. ssCO. 92-) C 20, 09)�t
2 /
9.r9kC/Z..S-9>C9 4-0 /4- /z,-5"F
Z/
2 S
Map c — 30, 49 `k
IQA= 9.55�� 2D.D8) t 9.1�k �8.gt
�is�4k-
Z./.
R =
S8,)
i. 9,53t� T.7S)
f. C3o.49- 1(4
Re-
3 4-2-)
4.53k� h5�2_�)
�- C /G.JG - 3U.4�9 ) = 6.5¢I`
PA G-E c) or ► 9-
CORPORATION
P. 0. Box 2I68,
Oreensboro, NC 27420
AA = 2 3.?S k"
Re - lS.4k"
Re-
L 9.119 : 9. 31
k 9. 53 IL
/4 03'
ZI ' a..S• 2. 0 8'
lQ i 4K a
.1GJ� 9z11 67' J B �r� Al9.4Zea' ,i T. 7s'
N (k)
fALN0
j S 1,4 1 Z.3 B. oe�
mm
Ls I2.0' �e = Z O. 6.3 Ks
4,6 .?1 s
64 . /o o F 1 4-
EXXON CO., U.S.A. February 17. 199
i-'ILASTER & C-STORE COLUMNS 1 = : 58
fJOR MIND LUL PKax MINOR MIND 11TQ• Pmax
Hfascia Hfasci_ a 4
(k ) j (NU)
I f
I f Lof
H ilas� ter I Hsi
(WL2)
f LCC PLc s
Hx Hy �-
Nx -�-' Ng
PILASTERS (EACH CONSISTS OF 2 TUBE STEEL COLUMNS)
COL LOADS (EA PILASTER): COL PROP [TSBX4X.25I: SECTION PROPERTIES (COMPUTED):
Rsax(BM)= 23.99 KIPS D(depth) = B IN A = 5.59 IN`2 6a = 1
WL1 = 25 PSF E width) 4 IN Sx 11.3 IN1 Sy = 7.6 IN"
WL2 = 25 PSr' t(gage) = .250 IN rx = 2.84 IN ry = 1.65 IN
WT = 19.0 #/FT Kx = 2 Ky = 1.20
Fy, = 46 KSI factual) = 27.6 KSI Lx = 218 IN Ly = 109 IN
COMPUTATIONAL PROP:
MAJOR WIND DIRECTION: MINOR WIND DIRECTION:
FASCIA PILASTER FASCIA 616N
HEIGHT (h) FT = 2.96 2.46 2.96 3
LENGTH (L) r-T = 104 15 66 13
Lcp FT = 18.1i 9 16.17 10.50
# OF COLUMNS = 18 2 1B 4
SLENDERNESS RATIO CALCS [ E = 29000 KSI]
(KL/r)x = 153.6 Cc = S9RT(21PI-2E/OaFv) = 111.6
(KLir)v = 79.3 (KL/r)sax = 153.6
IF (KL/r)sax < Cc. E91. ELSE ED2 (KLir)sax )= Cc
E91: Fa=[6aFyl(1-((Ktl/r)'21(2$Cc'2))))i
(513+3/8t((Ktlir)/Cc)-1/81((Ktl/r)'2/Cc"3 I
E02: Fa = [l21PI^21E/(231(KL/r)^2)I
AXIAL LOAD
Psax =(MAX R OF B2/2) +(L/12$WT11000) = 12.34 KIPS/COL
BENDING (Fb INCREASED BY 1/3 FOR WIND LOAD)
X-AXIS:
H fascia = (1.314L11htL)/(#OFCOLS) _ .56 K/COL
H pilaster=(I.314121h11)/(#DFCOLS)= .60 K/COL
Hx = 1.16 K/COL
Mx = [ Hf1Lcgf+Hp1Lcgp I = 15.49 '-K/COL
fbx = Mx112/Sx = 16.51 KSI
Fb =Fv1,601(4i3) = 36.80 KSI > fbx [OKI
Fa(E91) = NA
Fa(EO2) = 6.33 KSI
F'ex = 6.33 KSI
F'ey = 23.75 KSI
fa=P(MAX)/A = 2.21 KSI < Fa [DKI
Y-AXIS:
Hfascia= l.3$WL11htL/1 COLS= .36 K/COL
Osipn = 1.3tWL2thtL/# COLS = .32 K/COL
Hy = .6B K/CDL
My = HftLcgf+Hs$Lcgs = 9.93 '-K/COL
fby = My112/Sy = 15.67 KSI
Fb=Fv1.601(4i3)= 36.80 KSI > fby [OKI
COMBINED AXIAL AND BENDING (Fa, F'e & Fb INCREASED BY 1.33 FOR WIND LOAD)
IF 4ai(4/3)1Fa ) 0.15 E8S 1 & 2, ELSE E03 fa/(413)IFa =.262 Cs =35
E01:[(faiFa)+(Csxtfbx)/((1-fa/F'ex)tFbx)+(Csytfby)/((1-fa/F'ey)$Fbv) (=11 - AISC (1.6-1a)
E92: [(fa/.60Fv)+(fbx/Fbx)+(fbv/Fby)f= lI - AISC (1.6-1b)
EO3: [(fa%Fa)+(fbx/Fbx)+(fby/Fby) (= 11 - AISC (1.6-2)
PA E ) 1 0 F 1. 4-
r- -
EXXON CO., U.S.A.
F'ILASTEF 84 C-STORE COLUMNS
EDS 1 & 2 CONTROL:
X-AXIS:
February 17.. 1999
1 58
E91: .262 +
.517
=
.779
< 1.0
[OKI
E92: .060 +
.449
_
.509
< 1.0
LOKI
E93: NA +
NA
=
NA
NA
.
Y-AXIS:
E61: .262 +
.389
a
.6SI
< 1.0
[OK]
E02: .060 +
.426
=
.4B6
< 1.0
[OKI
E93: NA +
NA
=
NA
NA
C-STORE COLUMNS (SINGLE)
COL LOADS(EA COL)t
COL PROPERTIES
[ TS6X6X.5 l:
SECTION
PROPERTIES
(COMPUTED):
Rmar('BM)= 23.75 KIPS
D(deDth) =
6
IN
A =
10.36
IN^2
Aa =
1
B(width) =
6
IN
Sx =
16.7
IN^3
Sv. =
16.7 IN^3
tigage) =
.500
IN
rx =
2.20
IN
ry =
2.20 IN
Fy = 46 KSI
WT =
35.2
#/FT
Kx =
2
kv =
2
E = 29000 KSI
4(actual)=
27.6
KSI
Lx =
211
IN
Ly =
211 IN
SLENDERNESS RATIO CALCULATIONS
(KL/r)x = 192.0 Cc = SORT(2P1^2Ei8aFv) = 111.6
(KL/r)v = 192.0 (KL/r)eax = 192.0
IF (KL/r)max < Cc. ED1. ELSE E92 (KL/r)eax i= Cc
EQ1: Fa=1AaFy(1-((Kl/r)^2/(2Cc^2)))) /
(5!3+3iBi((Kl%r)%Cc)-1/Bt(F;1/rl^21Cc^3 I
E02: Fa = 112tPI'2$E/(23t(KL/r)^2)1
AXIAL LOAD
Fa(E01) =
NA
Fa(E92) =
4.05 KSI
Vex =
4.05 KSI
Fey =
4.05 KSI
Pwax = MAX R OF 83 +(L/12tWT/1000) = 24.37 KIPS
fa=Peax/A = 2.35 KSI
< Fa (OKI
BENDING (Fb INCREASED BY 1/3 FOR WIND LOAD)
X - AXIS
Y - AXIS
H fascia=l.3tWLlthtLi#C0LS= .56 K/COL
Hiascia= 1.3WLithtL/#COLS=
.36 K/COL
Mx=,H fasciatLcq_ = 9.77 '-K
My = H 4asciaticg =
6.39 '-K
fbx= Mxtl2!Sx = 7.03 KSI
fby = Myt12/Sy =
4.60 KSI.
Fb= Fvt.601(4i3) = 3630 KSI > fbx [OKI
Fb = Fyt.60(4/3) =
36.80 KSI
> fby [OKI
COMBINED AXIAL AND BENDING (Fa. F'e k Fb INCREASED BY 1.33 FOR WIND LOAD)
IF fa/(4/,,3Fa ) 0.15 E01 AND E02. ELSE E93
3fa/4Fa = .437
Ce = .B5
E91:[(fa/Fa)+(Caxtfbx)/((I-fa/F'ex)tFbx)+(Ceytfby)/((I-4a/F'ey)tFby)
<=1I - AISC (1.6-1a)
E02: [ifa1.60Fy)+(fbx/Fbx)+(fbv/Fby)<= 11 - AISC (1.6-1b)
E03: I(fa/Fa)+(4bx/Fbx)+(fby/Fby) <= 11 - AISC (1.6-2)
EDS 1 E 2 CONTROL:
X-AXIS:
E01: .437 + .28B = .725 <
1.0
LOKI
E92: .064 + .191 - .255 <
1.0
(OK)
E03: NA + NA = NA
NA
Y-AXIS:
E01: .437 + A BB = .625 <
1.0
(OKI
E02: .064 + .125 = .189 <
1.0
[OKI
E93: NA + NA = NA
NA
'PA (I C 12 0 r l4
CANOPY FOOTING CALCULATIONS
CANOPY FOOTING DETAILS:
DIA0AN_11214 r
Tail � 38-DE-G
a ISLAND (-1/
SOIL f
i
FOOT11�
February 17. 1939
13 .- 02
DIAGRAM-W runta=
Pdl GRADE
Hcol . Mcol
D FOOTING P2
1 !Y
FOOTING PROPERTIES:
FOOTING
LOADS (EA
FTG):
TYPE
ATY
Y-FT
L-FT
D-FT
d-FT
P-KIPS
Hx-KIPS
Mot-('-K)
Pb1do-KIP
SUM(P)
1
6
4
4
3.75
1.50
24.66
2.32
30.9B
0
24.6B
2
2
4
4
4.50
1
14.60
.56
7.03
7.1
21.70
3
3
4.50
4.50
4.50
1
23.75
.56
7.03
6.1
29.87
4
1
2.50
7.25
4.50
1
23.75
.56
7.03
6.1
29.65
TOTAL
12
WL (UPLIFT)
=
25
PSF
CNPY WIDTH
=
66
FT
CNPY LENGTH
=
104
FT
SOIL BEARING PRESS= 2000 PSF
BEARING
FTG41
FT6A2
FT6((3
FTG#4
BEARING AREA: Ab= W.L =
16
FT'2
16
FT"2
20.25
FT"2
1B.13
FTA2
GROSS FT6 WT = W.L.DU ASOKCF) =
9
KIPS
10.60
KIPS
13.67
KIPS
12.23
KIPS
NET FT6 WT = W.L.DI(.150-.100)KCF =
3
KIPS
3.60
KIPS
4.56
KIPS
4.OB
KIPS
OVERBURDEN DIM; a= W+2[d.TAN(30)3 =
5.73
FT
5.15
FT
5.65
FT
3.65
FT
OVERBURDEN DIM; b= L+2id.TAN(30)) =
5.73
FT
5.15
FT
5.65
FT
B.40
FT
WTsoil=.100d[Ab+a.b+SBRT(Ab+a.b)313=
3.59
KIPS
2.11
KIPS
2.59
KIPS
2.41
KIPS
P(MAX) = P+ NET FT6 WT = 27.68 KIPS 25.30 KIPS
Qmax = P(MAX)/A = 1.73 KSF 1.58 KSF
OK OK
UPLIFT
T uplift= L 01WLIW►L = 176.6 KIPS
T dl:
CANOPY WEIGHT (CW) = 54.1 KIPS
FOOTING WEIGHT (FW) = 12B.B KIPS
SOIL OVERBURDEN (SW) = 35.9 KIPS
ISLAND SLAB WEIGHT (IW) = 51.1 KIPS
BLD6 WT LESS BLDG UPLIFT = 0 KIPS
270.0 KIPS > T upl IOKI
F.S.AGAINST UPLIFT= TdI/Tupl = 1.50 >= 1.5 IOKI
OVERTURNING
OVERTURNING ABOUT TOE RESISTED BY DEAD LOAD AND PASSIVE
SOIL PRESSURE ON SIDE OF FOOTING.
OVERTURNING MOMENT FT6#1 FT6N2 FTS13
Mot= Mft4+iHx.D) = 39.7 '-K 9.6 '-K 9.6 '-K
SUM(Mot)= 295 '-K
34.43 KIPS 33.93 KIPS
1.70 KSF 1.87 KSF
OK OK
FTGM4
9.6 '-K
CANOF' Y FOOTING CALCULATIONS
February 17. 1989
1=:C)t
MOMENT -RESISTING FTG#1
FTG#2
FTG#3-
FTG14
SUM
MJMENT - DEAD LOAD
Pdl=Tdl/SUM #FTGS= 22.5 KIPS/FTG
Mdl= Pd1(L/2) = 45.0 '-K
45.0
'-K
50.6
'-K
81.6
'-K
593.4 '-K
MOMENT - PASSIVE SOIL PRESSURE
COHESIVE SOIL: SOIL DENSITY =
100
PSF
Cmin(NED CLAY) =
250
PSF
a1=(D-eNSITY)tD= .315 KSF
- .450
KSF
.450
KSF
.450
KSF
q2=2C+DENSITYtd= .650 KSF
.600
KSF
.600
KSF
.600
KSF
P1= a1DWi2 = 2.B1 KIPS
4.05
KIPS
4.56
KIPS
2.53
KIPS
P2= g2DW = 9.75 KIPS
10.60
KIPS
12.15
KIPS
6.75
KIPS
Ma= PIDi3+P2D/2 = 21.B '-K
30.4
'-K
34.2
'-K
19.0
'-K
313.0.'-K
Mr=SUM1Mdl)+SUM(MR) 906.4
'-K
F.S. AGAINST OVERTURNING= Mr/Mot=
3.07
)= 1.5
[OKI
NON -COHESIVE SOIL: SOIL DENSITY =
100
PSF
KP(MIN-SAND) =
3
q1=Kpt(DENSITY)tD= 1.125 KSF
1.350
KSF
1.350
KSF
1.350
KSF
q2=Kpl(DENSITY)td= .450 KSF
.300
KSF
.100
KSF
.300
KSF
P1= a1DW/2 = 8.4 KIPS
12.2
KIPS
13.7
KIPS
7.6
KIPS
P2= a2DW = b.B KIPS
5.4
KIPS
6.1
KIPS
3.4
KIPS
Mp= FIDi3+F2Di2 = 23.2 '-K
30.4
'4
34.2
'-K
19.0
'-K
321.5 '-K
Mr=SUM(Mdl)+SUM(M0 = 914.8
'-K
F.S. AGAINST OVERTURNING= Mr/Mot= 3.10 )= 1.5 [OKI
PAGE
a
�or�
�t7,�°o8
FL5X.NU3 FLORIDA ENERGY EFFICIENCY CODE:
FORM
1 SEC51 DESIGN BY COMPONENT PERFORMANCE APPROACH
1.1 500APD; PROJECT DESCRIPTION, FORM 50OA-89
1.2 500ABI; BUILDING INFOR0TION, FORM 50OA-69
April 6.. 1989
12:09
WALLS ROOF/CEILINS
FLOORS
DOORS
BLASS
TYPE U AREA TYPE U AREA
TYPE U
AREA TYPE
U AREA TYPE U AREA
Metal Frame .04 795 Other .07 1041
Raised concrete .30
10B1 Metal
.59 61 SINGLE, WALL 1.10 273
DOUBLE, WALL
Insulated R-value 23.65 Insulated R-value 14.29
Insulated R-value
3.34 Insulated
R-value 1.69 Insulated R-value .91
1.3 500ASI; SYSTEMS INFORMATION, FORM 500A-B9
AIR CONDITIONER HEATING SYSTEM HOT WATER
TYPE EFFICIENCY TONS TYPE EFFICIENCY BTU/H TYPE CHECK
Unitary 6 Heat Pump CHN 65000 Btu/h HSPF Electric
(b5,000 Btu/h 9.10 SEER Electric resistance 3.10 COP Resistance I
LIGHTING Lighting Budget (from Table 5-13) 2.50
Total Lighting Wattage 2600 / Total Conditioned Floor Area 1081 - Watts/sf 2.41
1.4 500APM; PRESCRIPTIVE MEASURES, FORM 50OA-69
COMPONENTS
SECTION
REQUIREMENTS
CHECK
Windows
502.40
Maximum of 0.5 cis per linear foot of operable sash crack
N.A.
Doors
502.40
Maximum of 11.0 cis per linear foot of operable sash crack
N.A.
Joints/Cracks
502.40
To be caulked, gasketed, weatherstripped or otherwise sealed
X
Reheat
503.30
Supply air restricted to set cold/hot deck temperature to meet load of worse case zone
X
Ventilation
503.40
Supplied with readily accessible switch for shut-off and/or volume reduction when
X
ventilation is not required.
X
HVAC Efficiency
503.40
Minimum efficiences - Heating Tables 5-5, 5-6, Cooling Tables 5-7, 5-8, 5-9
X
Transport Energy
503.50
Minimum of 8.0
X
Balancing
503.60
Provide means of balancing HVAC air system and water distribution system
X
HVAC Controls
503.70
Separate readily accessible manual or automatic thermostat for each system
I
HVAC Duct
503.90
Constructed in accordance with industry standards 5 local mechanical codes. Ducts
X
ronstruction
must be insulated to minimum R = delta t/15 Or deg F ft^2/Btu)
Piping Insulation
503.10
In accordance with Table 5-10
X
Hater Heaters
504.20
Must bear ASHRAE label indicating compliance with ASHRAE Standard 90. Switch
X
or clearly marked circuit breaker (electric) must be provided. Heat traps
required. Must meet minimum water heating efficiency in Table 5-11 after 1/1/90
Skimming Pools
504.20
N.A.
Hot Water
504.40
Insulation is required for recirculating systems. Piping heat loss is limited
X
Pipes
to 17.5 Btu/h/lineal foot of pipe. See Table 5-12
Water fixtures
504.50
Water flow restricted to maximum of 3 gpm at 60psig. Toilest maximum 3.5 gallon/ flush.
X
-1-
FL5XNU3 FLORIDA ENERGY EFFICIENCY CODE April ... 1989
FORM-5i �c )A—e? 12: C►4
s
COMPONENTS SECTION REQUIREMENTS CHECK
Public lavatory fixture maximum flow of .59pe or .5 gallon if self closing valve.
Lighting 505.10 Lighting power budgets are listed in Table 5-13. Ballast efficency factors are listed X
in Table 5-14.
1.5 500AUo; Uo VALUES ALLOWED/ACTUAL, FORM 50OA-B9
Uo wall Allowable
.36
Uo wall Actual
..33 If complying with the provisions of S. 502.1, enter
Uo roof/ceiling Allowable .10
Uo roof/ceiling
Actual .07 the Uo values for the entire envelope in this section.
Uo floor Allowable
.30
Uo floor Actual
.30 Uo envelope Allowable .26 Uo envelope Actual .24
1.6 500AOTTV; OTTV
ALLOWED/ACTUAL,
FORM 50OA-B9
OTTV wall Allowable
30.80_OTTV
wall Actual
21.40
OTTV roof/ceiling Allowable 8.50 OTTV roof/ceiling Actual 5.22
1.7 500ACRTFY; CERTIFICATIONS, FORM 50OA-89
In accordance with Section 553.907 F.S., I hereby certify that the plans and
specifications covered by this calculation are in compliance with the Florida.Energy
r.,,ce
Review of the'plans`.and. perif cation covered by this calculation indicat com-
compliance with the Florida Energy Code. Before construction is completed, this
building will be inspected °or compliance in accordance with Section 553,908 F.S.
R1111 nTN; nFFIr.Tai !
FL5XNU3 FLORIDA ENERGY EFFICIENCY CODE
FORM— 500A-89
2 HCDW; HEATING AND COOLING DESIGN
2.1 IL; HEATING (Uo) 6 COOLING (OTTV) DESIGN MALLS
April 6, 1989
1 04
Mall Surface Minter Totals, Nall Surface Summer TDeq Totals
Type Area ft^2 U-Value Type Area ft^2 U-Value Table 5-2B
1 730 1 .04 = 31 1 730 1 .04 1 44 = 1375
2 65 1 .04 = 2 2 65 1 .04 1 44 = 104
3 1 - 3 0 1 =
4 1 - 4
Total 795 .04 34 Total 10 795 Total 11 1479
Awall 1_Total 2 Awall
Door Door
Type Type
1 61 t .59 = 36 1 61 t .59 1 44 = 1584
2 t = 2 t 1 =
3 t 3 t t =
Total Total
Adoor 3 61 Total 4 36 Adoor 12 61 Total 13 1584
Glazing Blazing Surface SHADING
Type Type OR Area ft^2 OSF. COEFFICIENT
1 232 t 1.10 = 255 1 NW Ito 1 42 1 .94 = 4361 SHADED
2 41 1 1.10 = 45 2 SE I10 1 42 1 .94 = 4361 SHADED
3 f = 3 SW 53 t 163 1 .94 = 8144
Total Total
Aglazing 5 273 Total 6 300 Aolazing 14 274 Total 15A 16865
Total Total 274 1.04 15 Total 15B 4275
Aow 7 1129 ft"2 Heating 8 370 line 14 1 Summer U 1 delta T =
Total Aow 16 1131 Total Cooling 17 24203
Uow = 370 / 1129 9 .33
line 8 line 7 Uow Actual OTTVow = 24203 / 1131 = A 21.40
line 17 line 16 OTTV Actual
From Table 5-2: .36
Uow Allowed Fros Table 5-2 30.80
OTTV Allowed
r
FL5KNU3 FLORIDA ENERGY EFFICIENCY CODE
FORM-500A-89
2.2 RF; HEATING (Uo) & COOLING (OTTV) DESIGN ROOF
April 6, . 1989
1c:04
Roof Surface Minter Totals Roof Surface Summer TDeq Totals
Type Area ft"2 U-Value Type Area ft"2 Malue Fig 5-1
1 904 t .08 2 69 1 904 1 .08 t 76 = 5271
2 143 t .03 = 4- 2 143 1 .03 S 50 = 196
3 t 3 t S
Total Total
Aopaque Aopaque.
roof 19 1047 Total _20 73.2B roof 26 1047 Total 27 5467
Total Total
Aor 23 1047 ft"2 Heating 2 73
Total Aor 30 1047 Total Coolin 31 5467
Uow = 73 1 1047 25 .07
Uor Actual OTTVor 5467 ! 1047 = 35 5.22
line 31 line 30 OTTV Actual
From Table 5-2: .10
Uor Allowed
2.3 FL; HEATING (Uo) DESIGN FLOOR
Floor
Surface
Winter
Totals
Type
Area ft"2
U-Value
1
93B
t
.34 =
315
2
143
1
.06 =
9
3
t
=
Total Afloor
33 IOBI
ft^2
Total Heating
34 324
Uof =
324
/
Joel
35 .30
line 34
line 33
Uof Actual
From Table 5-2:
.30
Uof Allowed
2.4 UOAVG; HEATING DESIGN (Uo) AVERAGING
From Table 5-2 8.50
OTTV Allowed
Uow Aow Uow1Aow Uor Aor UorlAor Uof Aof UoftAof Total USA
line 7 line 23 line 33
.36 1129 406 .10 1047 105 .30 IOBI 324 835
AE(line Mine 23+line 33) 3257 UE Allowed .26
U Envelope Actual
U'ow Aow U'owSAow U'or Aor U'ortAor U'of Aof U1of1Aof Total U'SA
line 7 line 23 line 33
.33 1129 370 .07 1047 73 .30 1081 324 767
U'E Actual .24
—4—
FL5XNLJ3
FORM-50OA-89
FLORIDA ENERGY EFFICIENCY CODE
3 RVAL; WALL, ROOF/CEILING & FLOOR R-VALUES
3.1 MR; MALL, ROOF/CE1L1N6 & FLOOR R-VALUES
April b, •1.989
12:04
BUILDING COMPONENT
DESCRIPTION
R/IN
SPCF HT
DENSITY
THICKi
TYPE i
THICK2
TYPE 2
TC1
7C2
Exterior air file
Minter 15 mph
.17
.17
Steel skin
20 SA
0
.04
0
.04
0
Insulation
Polyisocyanurate
7.03,
3.20
22.51
3.20
22.51
Thermal Barrier
Gypsum board
.90
, 0
0
0
0
Steel Skin
20 6A
0
.04
0
.04
0
Cooler overlay panel
EPS
4.16
1.00
4.16
Other
0
Other
0
Interior air file
Vertical/horiz
.6B
.68
R TOTAL
23.36
27.52
0 = 1/R
.043
.036
AREA
730
65
Height (lb/cu. ft.)
3.46
3.68
ROOF/ CEILING R-VALUES
SPCF HT
DENSITY
TC1
TC2
Room air file
Horiz/heating
.61
.61
Accoustic tale
Wood fiberboard
2.52
.19
21
0
0
0
0
0
0
Dead air space
Variable height
.92
0
0
0
0
1
.92
0
0
Deck pan
20 ga
0
.12
489
.04
0
.04
0
0
0
Batt insulation
Fiberglas
3.14
0
1
3.50
11.00
3.50
11.00
0
0
Exterior plywood
1.24
.29
34
.75
.93
.75
.93
.76
.76 or
Roofing
Modified bitumen
.87
.35
70
.38
.33
.38
.33
.67
.67
Other cooler ceiling
Polyisocyanurate
7.03
.22
2
3.20
22.50
0
.62
Exterior air file
Winter 15 mph
.17
.17
R TOTAL
13.03
36.45
1.43
2.26
U = I/R
.077
.ON
AREA
904
143
U/TC
.05
.01
TDeAr F
76
50
FLOOR R-VALUES
Room air film
HOri:/heating
-
-
.61
-
.61
Ceramic tile
.08
.50
.04
.50
.04
Concrete
.08
2.00
.16
2.00
.16
Steel decking
18 ga
0
.04
0
.04
0
Foam insulation
Sprayed Urethane
7.14
.DO
0
2.00
14.1B
ferieeter channel
Concrete
.OB
6
.48
0
0
Perimeter channel
Concrete
.08
4
.32
4
.32
Perimeter channel
Ground
.10
5.66
.57
0
0
Plane air space
Horizontal
.80
10
.60
10
.80
R TOTAL
2.98
16.21
U a 1/R
.336
.062
AREA
938
143
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