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TABLE 2A- 165D/170C TABLE 2B - 140C
30'AUGER ANCHOR SPACING 30'AUGER ANCHOR SPACING
MIOTH oaB
�aaHAXOSHED Ti10TH
rt lar oirA `1i«.m n w r as w,m rj[ UP TO 16'-0' 10'-0'
mr` "ix v+:sce __ pl e�i,siwi'i vi a maoEa i CYJ
Trr�t T°'PE� 6'-1'10 2Y-0 e'-0' 16'-1'TO 21'-0 B'-0'
-1'TO 2V-016•-6' TABLE A - 120C
mom Ma •dS«aGa""°Ym m•«a
TAB 2C — 120C c GRi o co
Ime 9 aJ tmE a6 30'AUGER ANCHOR SPACING SHED YA01H U G ETE
YuOWY a+2aw1 �—
rRX sxm mo1H za'-o' cd
TYPICAL A C OR TW S UP TO 24'-0' t0'-0' 20'-0' Yd
14'-0' 6'd
mbwrr'a:wlas mnwrrwwua 12'-0' 6'-41
ie�xom r m r r.LO`r"om ^""•R•• "®iu�.'dl'��'x°°'°°° �'� Iq...rx.m n® �`° a,•.e..i m a vma
wwei p m w vxx a�•ear w Yc ew>! �(�a'w m w oow). on°.¢�w a m w ao+m). 10'-0' tV-6'
im�°eFNtt)mea�w.a 8'-0' tYd
" TABLE 1B - 140C
,maa°.mnwra aa.we'°°xoljisva�m SHED WIOfH NIM
y�aY,y SPAONc
24'-0' id
20'-0' S'd
16'-0' 5d
�ny �rmone oevaa r�aaao a rA. m n w r r¢w ias �° m�i. 14'-0' 6'd
Msm°
®amanK mu, ecmnmao,.
>_ .®walroaawaramwwwx
12'-0' YE
o".aicw
T Y10'Avmonua. vni� 6d
B'-0' Yd
�.� 6'-0' lYd
TABLE 1C-165D/175C
CHORING TO CONCRETE
SHED WIOTM �Y�c R
a Mm„o.Y en1,'
am��°� mnwrraawlm __ mnwrrttw ass 24'-0' YC
lel..e va.m nam µ IO.m v2m Ra® a�•ana) mnwrrsmlm
°°XisiYN mx Yvm naz(cw t m w aYYa,. rmuo ,ih oa°sgwcw ec m w cowl. i pmy
20'-D" 4-V
OeR•w w a1Rac e.aa, ru pmmxoa;aw m
eu °e raim�i m
16'-0' 5-0'
rm/syr'fam W cosar[ e/r.x wml x�wocy 5d
a a•am rw r rmo ronR wrt ems rv'°w. i
12'-0' Yd
L—.m•mrz umwVx'rmarti v w vnweP.i ram. 10'-0' fr-o'
:°o)aom a.rc nmin )wm
8-0' IVd
TIE-DOWN DETAILS 6'-0' Yd
' a"i.°Irwv6imlrs a6°m`�-,o=mnwTT.
w-00AHm n�oala swi`�X:ri�.'Y�u�'w°A1..>.0o eY."w,sm.rmis.scrnr.,w�a oos-1a,r,.,wc-,,mra,-a wx-,. ,¢�orX a,R.ss m uaz.w mwmaa,:xamrwE To w..m la wural w�wrz wKRr n.lsr Is.,$).
i URRI aNCH06 IOGIFD al EKx tgAFp,YaaNRI,e'eaOY DO YWYW PW 6M6Ra:,.Ma SPK6l AS 1•A Iasi a/.RO RPfaOe:O ON 9®MOM MIO SPFm../.MJ wO.N2 al.Olmb NOf XEIDm w POs
M K m I�itv[P1 WMWY a.'mimes easENa/:e M /K�14 rva s4m.um oavNlz.
YMNJI 504 A C C1PKI11'6 2WD PY(IaPJ ldS1° ° SPR N mCE Or COXPiiE,.
0. GRix aarll0ib nm WKRRE AXORIBS WY K YSot N CtlY1NCIroN PROWiFD Tm ra SallE WSYW w.-j 6 NLLO'NED IOR E°PI A11oWR 1YPL
10.Malar aRae mem cOXoart er0o3(e'tl11���°�aN PKs am lieO�i si500.ac.CS.W��Om1 OR[wvNEM)
I
I
I
i
nYrstrt'ame
RAFTER SIZING
STANDARD PITCH
WIDTH RAFTER SIZE
6'-0"TO 11'-0" #2 S.Y.P 2"x4" fl'
12'-0"TO 13'-B" #2 S.Y.P 2"x6" 'FOP•Ta
ROOF SHEATHING OPTIONS: DESIGN PRESSURES VAULTED PITCH
BOX RIB ALUMINUM ROOF +27.8/-94.7 WIDTH RAFTER SIZE
- 29 GAUGE STEEL AG PANEL SECURED WITH MIN. WALLS/DOORS/WINDOWS +32.5/-29.2
()10x1.25"SCREW W/4" HEAD OR WASHER ® 8" O.C. 6'-0"TO 8'-0" #2 S.Y.P 2"x4"
- STANDING SEAM STEEL
- ASPHALT SHINGLES OVER 5/8" OSB B'-1"TO 13'-B" #2 S.Y.P
0'-0" MAXIMUM BUILDING LENGTH - 36'-0" MAX FOR VAULTED ROOF
v a
S:0ITE
"E REVNIXd w
W
� DESSRPIp1 MiF BT
d'
i W
I I— sTANUI
'J SLOPE Yre
s� ID/20/I7
N/A
17
HH-WIA-IEDO
p ! 2x ILO ING TO MATG JOIST SIZE AM VI&m . .. o.o.r
STA14DARD?RIDG GRADE SP ED ® 42" O.Y. MAX.. A MIN MUM ®�
__UF I x C I IS EO
ROOF FRAMIN ® o �„o� .��
24" O.C. MA). i F ANY SPANS OVE 11'8" O
�d srANaYm Z ,� 4
p mn =--m:
T
�D. ........."e.q
O �`1�:•`T}cENsp :o
3
I I
_ _------- _ ipi STATE OF �
PLAN
ARE IN-LINE WITH WALL STUDS i�W',F\ORIOh
ROOF FRAMING PLAN FOR CONTINUOUS LOAD TRANSFER PATHNAL'fav
g n,1110
Ey YvuM T.ReWrN PE
O rora,um".. slEm
0 FSPR-1 OF 9
I
WALL SHEATHING OPTIONS:'"""
- BOXRIB ALUMINUM NOTE: WALL FRAMING MEMBERS ARE
- TWIN ALUMINUM CONTINUOUS FROM FOUNDATION SILL TO
RIB
- ALUMINUM ROOF AND SECURED TO ENSURE A
DUTCH LTWIN IB
DUTCH LH LAPSI STEEL SIDING CONTINUOUS LOAD PATH SECURED WITH
1.5" WIDE 20 GAUGE STRAP WITH (4) ,4 p
29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION)SECURED WITHA'r
MIN. #100.25" SCREW W/4" HEAD OR WASHER 0 8" O.C. 0.131x2.25" NAILS EACH END, MINIMUM
T-111 WOOD SIDING
- HARDIE PANEL STUCCO AND T-111 SIDING
- HARDIE BOARD SIDING 2x4 TOP PLATE
- POLYCARBONATE GREENHOUSE PANELS
END WALL -1" CEDAR SIDING
/ 10/zo/Ir
/ 1x4 BELT-RAIL NOTCHED VA
/ INTO WALL STUDS ra-vnA-teoc
END WALL o rl.=.W:%l_%
Z
2x4 SOLE PLATE
o
2x4 STUDS 0 a I_
24" O.C. MAX. FLOOR FRAMING :3a�::
Iwo.,
L1cENSE
ir Pi
I 50'-0" MAXIMUM BUILDING LENGTH - 36'-0" MAX FOR VAULTED ROOF �� I
STANDARD WALL DETAIL r POh STAMOF ;4j
g
A,'-. FLORIOP' :•'2:
?� ueww r.mmru,v.e.
E'n
W rmree a usoe
FSPR-2 OF 9
ROOF PANELS FASTENED ROOF PANELS FASTEW® fYf11{II�pYUGBS'O
W.W-14..76'HWH WITH 26•-14,76'WWN 111TF1 Y,MRNAI
TRAY[/1 AT a'O.L. rRA2A/1 AT 6'OG
2GG
IN71 O O ERMNG STRAPS 011
IWAUO(OR). ASTE OF END CODE `FIXV HO
WALL(ONLY). FASTEN WNN
(2)-0.1311225 AT W.OR
/80.46'$fREWi AT EACH SAN.
>< ATTAOW WAL EEOROA'S WOW
b/ww V EcNEn O 18' 2L5 YAK ATIACH WALL SErnONs WON eI 6iart11
0.G 11A1L ompc+
5/1613'�SpVEWi O 1B' A'r�
D.G YAK sttc M�®
NN WALL SAN] NTO AWA
LL ME. EO
DSO L]{ SNpS O
0.G YAL
REVSIN6
REV I DE3CR M1E to
FVAib4 3C-0'Ni� � Wial BE FRAY�FO SOi45i.1R TOY,ThbiE I 4,ARIES.36'-0'
SXONH H
SIDE )NALL/END WALL FRAMING OPTION SIDE WALL END WALL FRAMING OPTION
NDA::OOM�5 FROM MEMBERS
S¢ TO 10/10/17
ROOF PANELS FASTENED ROOF AND SECURED TO ENSURE A ROOF PANELS FASTENED
WON 25'-ila.7b'HWH OOlRNUOUS LAN PATH SEARED WOH WON 25'-14,75'HWH N/A
Ib'WE 20 GAWE SffYP WOH 4) HH-W7A-1600
TAAXIt/1 AT 0,O.c. 0.1]1.225'NALS VOI EIIlf.YM UY TRA10I/1 AT 6'0.0
o
OnvmPaa
2001 Ld
125 BRAGNG SIMPS ON "`"�"�iwm`a-m arwmarm�
z
NTERIOR OR E% UDR OF END �.q
Z
WALL(ONLI�. FASTEN WON
(2)-0.1]112.25'GUN NABS OR 7 �
/6id25 SCREM AT EACH SND. OAT <
am mems o7`mH� v'
AIULn WAu scrnDNs WTM YAx ATTACH WALL SErnONS WAH Z
'-0'YAx. 50/6 LAG 5CREYIS O 1a' 6/Ia1J'IAO sCREAS O Ib'
0.G YO
/
—1.4
,NTD WwN,STUDS;NOTCHED 1U'NT4,wi mOsN01°t� p 1"0..
2.4SNDS o 2.4 3 `�Q••.
24•0.G MAX:-- 2!'0. ATE OF ••��
g .FLORIDA
Iv Iv lis,, •G````
AR4 56'-0'IAVL M14 J6'-0'Y.1%. 3 YRtD.R r.BOu�s PL
SIDE WALL/END WALL FRAMING OPTION SIDE WALL/END WALL FRAMING OPTION 2 s..D FSPR-3 OF 9
�I
H811d1•HDLSBBe
ROOF PANELS FASTENED ROOF PANELS FASTENED rnErtL rxrOH
WITH.25'-14x.75 HWH WITH.25'-14x.75'HWH
TRAXX/1 AT 6'O.C. TRAI0 AT 6'O.C.
It
__ _ Iy_
tbdc i
SEE ROOF FRAMING
SCHEDULE FOR R
RAER AND
mi -tL—
BRACING
SPACING
2.4 STUDS,SPACED AT ATTACH WALL SECTIONS WITH
24'O.0 MAX. 5/16'x3'LAC SCREW$O 18'
O.C.MAX.
<:3
Y rno a
•I
ixRG�Bc1v�6Y[
2064 T-WALL BRACING STRAPS
ON INTERIOR OR EXTERIOR OF END ssrry R[V4i0 n
2.5x.6'CORRUGATED WALL(ONLY). FASTEN WITH REVI D— — fn
PANElS FASTENED W/18.1.5' (2)-0.131'x225'GUN NAILS OR
WOOD SCREW AT 6'O.0 OR EQUAL2x4 STUDS 18x225'SCREWS AT EACH STUD.
24'O.C.MAX
U.
0/17
VARIES,30'-0-MAX. to/z
TYPICAL FRAME SECTION —VARIES,6'-D'TO 13'-8'� N/A
HH-WLA-tea
TYPICAL END WALL FRAMING
0
VQT
SEE ROOF FRAMING Z
SCHEDULE FOR RAFTER AND p x1".cdnu.'j oe® Re'+�su
BRACING SPACING SIMPSON MS 16(OR
r.. ATTACH
AL)AND(1)18'METAL Q x�a �" `e
AP AT EACH RAFTER
ATTACH ROOF
TO TOP PLATE fORAMING p \\\\`F.W..T Ie'AA��i
TO TOP ROOF FRAMING WALL FRAMING 0 \.4t ••VGP-Ns~AFRAMING (1)18'20 GAUGE METAL STRAP TOP PLATE TO STUDS .)18'20 GAUGE METAL STRAP ATFACHRAFTERSECUREDWITH71'x3.25'NAILS. ATTACHAT EACH RARER SECURED WITH (4)0.131x2.25'NAILS EACH TO RARER W 1�'3'LAG(4)0.13x225'NAILS EACH END,MIN.(OPTIONAL ADDITIONALWS 218'O.C.MAX.2x4 STUDS SPACED END,MIN.(OPTIONAL ADDITIONAL SIMPSON HTS 16(OR EQUAL) ,AT 24'O.0 MAX. SIMPSON HTS 16(OR EQUAL) p }1 STATE OF (0
OR SIMPSON HJ AND(1)HO Q ,�'4,FLORID T`;•`��\\\
(OR EQUALS)AT EACH STUD AT4244'O.0 SPACED
J ''���i 3/ON..... �\\\
C
111111
3 umuw r.rmla.��rs
OVERHANG OPTION DETAILS
Z �-w FBPR-4 OF 9
w
i
SKID RUNNER SPACING* SKID RUNNER SPACING* H>=.h1mTE sn
UNDER 30' LENGTH 30' LENGTH AND GREATER
SHED WIDTH A B SHED WIDTH A B
6'-O• 15• 42• 6'-0• 12• 24' aye
6'-O' 16' 60' WIDTHI I E.
8'-0' 16• 32.
18• B4' CODE INI ON
6'-0•TO 8'-0• 2'x4• 10'-0' 20' 40' I
11'-0• 24' 84' >B-0• 2•x6• _
t t'—o' u. 44
11'-8• 26• 84• 11'_6• 2$ 46'
13'-0• 36• 04' CH v.v
'NOTE JOISTS CAN BE EITHER S.Y.P.OR 18 GAGE
STEEL CHANNELS. THE STEEL CHANNEL ACTUAL 13'-0' 26' 52' °'P"�S9tl1
13'-B• 1 40• ea' DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND 13'-8' 1 28' 1 56'
ARE INTERCHANGEABLE.
NAWES ARE iR04 ENO OF JOhT VALUES APE FROM END OF JOIST
TO CINIERS OF SKIDS ONLY. TO CENTERS OF SKIDS ONLY. IO�y¢r�cv
0'-0'MAXIMUM BUILDING LENGTH -36'-0"MAX FOR VAULTED ROOF
16 O.C. MAX. FOR 2 SKID,24'O.C.MAX. FOR 3 SKIDS
�Rfl'S1pN5 ,w
RD--
1 D/20/17
64R 10/20/1)
N/A
ZHH-WfA-1600
--- - an,ToM W ruiu�n
O
—_ =v nat ewWaniv YWxxmm4
z. Y ®5ww t„w
o ME
z
1111j awn
...... T..111/�i��
O
a a O
fik7A fy'
iID STATE OF ;'(V
JOIST SIDE
SIZE.SEE MING S.Y.P.x#2 SKIDS L04;;.
OR(2)P.T.2x6 OPTIONAL PORCH g ...................''''
SCHEDULE FOR SIZES O N�tw. �wr
2 & 3 SKID FLOOR FRAMING PLAN 0 �» FBPR-5 OF 9
I
I
I
Handl-Housesa
DF+elre;In
NOTCH
FOR EACODE I FOR TO
CH JOIST
mmuM
*ATTACKJOIST TO SKID WITH(%'x4'EW OR(2)SIMPSON H-3 .uaw•�
t012'
(OR EQUAL)AT EACH CROSSING
LAP SPLICE FASTENED WITH(6A'x4' V G SCREWS ON INSIDE,(3)A'4'LAGJ0 ST TO SKIDREWS ON OUTSIDE(9 TOTAL)
CONNECTION
4"x6" P.T. SKID SPLICE R R-11
DLSDRRnON DALE RY
WALL SHEATHING
2x4 WALL STUDS
SIMPSON H-3 0$20GA STRAP SOLE PLATE SECURED ID/20/17
WITH(4)0.131x2.25'NAILS AT WITH A'x4'LAG Wp
EACH END(OR EQUAL) SCREWS®1 B'O.C. NR_ p_IeOD
�1 FLOOR SHEATHING
6 FLOOR JOIST p
SENCO K28(OR EQUAL)RAILS,TWO
ROWS 1.5'FROM THE EDGE,® 12' ¢
STAGGER ROWS 6'. — ----- ----------------- �AQMe�nim xx�..mn
D.C.,
3'x6'SPLICE PLATE FASTENED WITH 2x4 BLOCKING BETWEEN SKIDS BO BLOCKING BETWEEN SKIDS AT
EACH SIDO K28(OR EQUAL)NAILS SECURED WITHNDER B()EOND2JO0%3 WITH(3)
(S)O.S1TAGGER DALS TH ENDS SECURED TO E®D2JOOICT O ` .T �O''
NAILS 012'O.C.STAGGERED O ���.:• \GENSF .,•.���
O `Pi
11 f1 � =�r
(2) 2x6 P.T. SKID WALL TO FLOOR
SPLICE SECURING CONNECTION DETAIL U STATE OF
ENG��``
���fll 1111��
Ymuwx r,mmn
LL
°� FBPR—°6 OF 9
i
aanal-eo,urese
rHTifreoulr
HEADER DETAILS, EQUIVALENT SIZES & MISCELLANEOUS DETAILS
"h9TE5. MITEK 2'x4.OR EQUAL TYP.
1.THE OPTIONAL 1/2'PLYWOOD OR OSB FILLER CAN BE BETWEEN BOARDS OR ON INSIDE OF STRUCTURE. "ax
2. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS. ,y
3. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION. �' `''•a,
4,WINDOW HEADERS SUBSTITUTEDHAVE COMBINED 50%OR MORE WALL FRAMING ABOVE AND BELOW,OTHERWISE REFER TO DOOR HEADERS. moElr no
5.THESE ARE DESIGN MINIMUMS AND LARGER STUDS CAN BE SUBSTITUTED
2'x4'TYP.
GE
(2)2•N'WITH OPtNA
10L SINMT
2'.4'HEADER
1/2'PLYWOOD OR OSB
FILLER OR 4'.0
ALUMINUM DOOR
(2)2'.4'Wne OPTIONAL SKIN EXTERIOR
1/2'PLYWOOD OR OSB
ELLER OR 4'x4' 20M 1'WIDE STRAP OR
ERIN.(SEE SHEET 5) ,
WINDOWS* 3' _
(2)2"x4" OR 4"x4" WIDE OR LESS OPTIONAL WOOD FRAME o" ",enawe BT
WALL STUDS ;,.'' DOOR CONSTRUCTION DETAIL
Ri
(2)2•.S' WITH OPTIONAL (2)2'.6' WITH OPTIONAL EX1ERiOR RUN HEADER TO NEXT
1/2'PLYWOOD OR OSB 1/2'PLYWOOD OR OSB I I SHEATHING SND ON BOTH SIDES J Mm
FILLER OR 4'.6' FILLER OR 4'v B'
W 10/20/1)
l ti'"1
UWALL
N/A
20 1'{NDE STRAP OR 2001 7'WIDE STRAP OR I' 12'.12'OR 15'vC BETWEEN p�pn HH-WIA-tBoc
01WALL STUDS.
EQUN.(SEE SHEET 5) EOUN.(SEE SHEET 5) i-� TO SHEATHNG AASS PER SECURm
S7 MANUFACTURERS INSTRUCTIONS Z ..rte.mQ�"vY'wals
HYDROVENT DETAIL C) m" �•p�m�
2 2"x4"w 2"x4" (2)2"x6" OR 4"x6" o •�-«"."e..- d�•
(OPTIONAL a ��
Side Wall Header Schedule M80C)(e) v �
BuldlingWidth End Wall Header Schedule 180C a
Fastenem w/o strap Faslenem colo st
Size(d,g} Up to 14'Wide raP
Max.Span lyKb} (each erW)(c} Siza(d} Max.Span NX (each eZ%c}
1-7x4' a-U, 0 3-3'x 0.131'naiIs 1-Tx4" 6'-0' 0 3-3'x U.131 nails UO Q
2-7x4' 6'-0' 1 1 6-3'110.131'1lals 2-7x4' 5-0" 0 5-3'x 0.131'nails 3
D.Tabulated values are for No.2 grade Sp nc"Pine-Firlumber. e-Tabulated values em Tot .21Pade Spruce-Pine-Fir lumber. 1`11\11 T lllll2
b.NJ-Number at jack studs mquled to support each end. b.NJ-Number of jazk studs required to support each end. I `111 SEW..•...
c.G over T span and no Strapsata used,header must Nn to next stud. e.d oer G span and no straps ere Iced,header must Nn to next stud. V) ��1�:`1{GaNa
CL Includes 1Z'Plywood Filler. d.Includes 1l7 Plywood Filler.
e.SeeheadmdelahIforaltemelelayouta,i.e.2-7x4'or4'x4'P.T. e.See header details for altemale layouts,i.e.2-7x4'or 4'x4"P.T. 'NO—STRAP' HEADER DETAIL
L Window header for window openings that have mom than 50%combined stud wall shoe t This table is only for headem below the endwall truss.Use Side Wall p
ope 0 MAX. 8' SPAN
Ln
and below,ahavAee use door header schedule. Header Schedule for headers That break batom cad U end wall truss. - !
g.The header can be attached to the top plate and thusly ha'e the combined strength STATE OF tv
equivelerd and use the maximum span stated.SeeheaderdetailstoequiWem sizes. 0
llooA%%FLORIDA
..
/A�l'gip Nii 1`1111
W
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rWd.Dnnae 8160e
A••5 FBPR-7 OF 9
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ELECTRICAL NOTES:
1.ALL WIRE TO BEI'12 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION. 0. -
2.FIXTURE LOCATION AND TYPE MAY VARY Cb
3.PLASTIC OR METAL'NEW WORK'OUTLET BOXES ui4
4.20A GFCI OUTLETS I
5.ALL RECEPTACLES TO BE AT 12'-16'AF.G.;MAXIMUM 8 RECEPTACLES.
6.ALL
RESCHES TO BE AT 4S MAY 0.BS
I 7.FLUORESCEIN O BE
LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING CODE 0
BALL OUTLETS TO IC GFCI _
9.THE=ELECTRICAL PANEL,FEEDERS,POWER HOOKUP TO UNIT SITE
ALL DISCONNECTS,OVER CURRENT
' DEVICES,PANELS,GROUNDING,ETC.)IS DESIGNED BY OTHERS.SRE INSTALLED,AND SUBJECT TO LOCAL APPROVAL _
WINDOW HEIGHT,LOCATION v mmm
AND QUANTITY MAY VARY
AND ARE OPTIONAL
ELECTRICAL SYMBOL KEY
RECEPTACLE 3.5'METAL STUDS
/ SPACED AT 24' Ds,¢xmsroNs m m
240V G.C.MAXREVIa E s
40 RECEPTACLE
SINGLE POLE
SWITCH \
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CEILING MOUNT WALL AND DOOR FRAMING C3
LIGHT FIXTURE Mfgwx=
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LIGHT FIXTURE \ I / z
FLUORESCENT
LIGHT FIXTURE o-
WON
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JUNCTION BOX o � 11 rrr .�
J 3 t,�W._...:.BA<a
or
OPTIONAL ELECTRICTO EACH UNIT
WILL BE FIELD CONNECTED FROM U' !
EXISTING POWER SOURCE .p'v STATE OF
0'-0'MAXIMUM BUILDING LENGT U �� NA�\ANO````
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY
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