HomeMy WebLinkAboutConstruction Plansy _. wr-
Designed to withstand actual: Wl" Speed)
Contractor Name ;Shull Construction of ,o landp, Inc.
' I01ddr@SS:>6$5. W' CR.419 Utti;Mate :Design 1N nd Speed (Vint} 15Q MPH {3 Second Gust):
,..._ Nemiraa! Design Wiri'd Speed (1(asd). . 116 H {3-Second Gust);
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:Risk Category I:
Wind Ex
* 3276G . pos", Category B;:
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*PhonelFaX: 407=3G5-4078/407.365-5278
*Emajl: mel@shullcoristructon com:
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REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
ROCC
Engineer Mich-1 Thompson; MSc, P E'
449.1 1/!00464 Road Suite A6..Qriando,=FL 32$11
Office 886-607 074T:& 407-734-1470 Cell s407 72.1; 2292,.
Pro�eci ManagerPaul:Thomas 386-479 �9504 ..Fax 88.8-9238.1.:81:
Email alumiriumscreendesianCa)vaF�oo:corri:
Website: www:aluminumsereendesgn cam caoso
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A-,
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ROOT, Type: Lj irk: ' Watiacl
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Ro Connecting Llduttow.
—".Pan Roof
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to
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o V4 0461 1 ❑4�wm
Uo, it ma
iir W Ik u
T-60 Fiats;� x
Bottom Piste, X Chair Rail; X
Side W411up
Plate ChEfle RAH
t x 11c
Kick Kc Plate,
Roof Ty
El 69
El AF. 1JR Ej Shed/Slope:
RoofConnectingf-l-Outtot
Wascla08lockWali Convent49"Miiw
Riser`
Pu i in X Chair Rallf I
FrontW611'.
UpUprights:x
POkn., halr Rail X
Sine Walt: Aeaoit..
4rights_ X.
putO. _..ChcWrR W x
Kick Plate
Utilike the more %�n i & d'. b prior to c
Al omvimnstonsm,an
t06 plans and the,gpe.n.eral,notes and dLs!gn tphd.A*uM.
Engineer M�chaei Thompson; MS 9, P. PE#4_
Vineland Read
�motes ..and 'design standard, the contracto -5fi4i
®ALUM1N M SCREEN DESIGN
® &. Consiructi.wn Fngtnee.ri.ng
General Notes & Design Standards
(Unscreened Patio Room Enclosure) ►�
The following are general design standards. More stringent design standards may be noted on the plans. In the event
of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more
stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction.
Design Codes: -
Florida Building Code 2020 (7th Edition)
Aluminum Design Manual 2020
ASCE 7-16
Design Loads:
Pursuant to FBC Chapters 16 & 20
Ultimate Wind: -150 MPH (FBC Table 2002.4) (45 pso
Risk Category: -See attach site specific plan sheet (FBC Table 1604.5)
Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3)
Additional Load requirements:
Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using
the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically
downward along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind
pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any
member, not occurring simultaneously with wind load.
Design Basis:
Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor
General Requirements:
Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of
information shown as correct and obligates himself to any expense, real or implied, arising from their use.
A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the
contractor and must be submitted to the engineer for approval.
The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify
all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or
structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans
prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing -without the
review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall
bear no responsibility or liability for the construction of premises and accuracy of the drawings.
Foundation and Earthwork:
Applicable only when unsuitable soils are encountered.
When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer.
Soil bearing capacity — 2,000 psf Minimum
Provide neat excavation for footing and place concrete immediately after excavation and inspection.
Pump water from footing excavation if greater than one inch.
Compact all fill to 95% ASTM D698 density.
Unit soil weight =105 pcf
Internal angle of friction = 30 degrees
Coeff. Of friction between footing and soil = 0.5
Michael Thompson, P.E. #47509/CA#30930
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminumscreendesign.com
ALUMINUM S DESIGN
Atusiiintim' 8 C6'n.s.iruct7cn Cn:giae�.s:.ci�s
Structural Aluminum:
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum
design.��
All aluminum shall be 6005-1`5 (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046"
Splicing prohibited without prior approval as to location and type.
-Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced: `•"' lti
Aluminum Protection:
Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or
other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as
heavy -bodied bituminous paint or water -white methacrylate lacquer.
Screws:
Aluminum self -tapping screws shall conform to ASME B18.6.4 specification.
Self —tapping screws shall meet the requirements of ADM J.5
Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches.
For roofing and siding connection, use minimum #12 screws for end and side laps spaced at 12" max for side lap -
and end lap fasteners shall be no more than 2" from the end of overlapping sheets.
For bottom plate and column base, secure with'/d' tapcons a minimum embedment of 1 1/8" and 2'/4" respectively
into concrete footer.
Bolts:
Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium
plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall
be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter.
Bolts shall meet the requirements of ADM J.3
Concrete:
Conform to ACI 318, latest edition and ACI 301
Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi
Exposed chamfer edges shall be'/<"
Reinforcing Steel:
Conform to ACI 318 and 315, Latest edition
All reinforcement steel shall be ASTM A615 Grade 60.
Smooth dowels & ties shall be ASTM A185
Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet).
Deformed bar anchors shall be ASTM A496, Grade 70
Cover: Footing 3"
Washer:
Washers shall be used under bolt heads and under nuts.
Hole Alignment:
Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips
and foreign matter between contacting surfaces shall be removed before assembly.
Michael Thompson, P.E. #47509/CA#30930
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminumscreendesign.com
ALUMINUM_
EAMEAS NhMlnurp K Construction En:yi:nee°s.[q
Beams & Unriehts: 111
In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more
stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations
prior to ordering materials, fabrication and/or construction.
150 MPH
- - ` ._ PRIMARY HEADER BEAM MEMBERS -OPEN COVERED"PATIO- o`Screeri Insert
SIZE
3" Insulated/Pan
Roof Span
Maximum Roof
San = 6'-0"
3" Insulated/Pan
Roof Span
Maximum Roof
San = 8'-0"**
3" Insulated/Pan
Roof Span
Maximum Roof
San = 10'-0"**
3" Insulated/Pan
Roof Span
Maximum Roof
San = 12'-0"**
3" Insulated/Pan
Roof Span
Maximum Roof
San = 15'-0"**
2 X 4
9'-0"
9'-0"
8'-0"
7'-0"
7'-0"
2 X 5
12'-0"
11'-0"
10'-0"
9'-0"
8'-0"
2 X 6
13'-0"
12'-0"
11'-0"
11'-0"
10'-0"
2 X 7
15'-0"
14'-0"
13'-0"
12'-0"
11'-0"
2 X 8
15'-0" *
15'-0"
15'-0"
15'-0"
13'-0"
2 X 9
15'-0" *
15'-0" *
15'-0" *
15'-0" *
13'-0"
2 X 10
15'-0" *
15'-0" *
15'-0" *
15'-0" *
13'-0"
Column size is 3 x 3 x 0.125" (1/8") unless noted otherwise with a max height of 9'-0" *(CSR) control < 1.0. Larger span req larger column size.
**Pan roof span limitation is based on Florida Product approval and intermediate purlins/cross beams shall be provided to underside of pan roof when
pan roof span exceeds T-0".
Knee BracinL'
Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and
length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more
than 6" above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of 15' max; 2 x 3 for 30'
max; 2 x 4 for beam span greater than 30'.
Intermediate/Header Beam:
Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at
10 feet (max) when insulated roof span exceeds 15 feet.
Patio Cover:
Contractor is required to install insulated roof covering pursuant to the Florida product approval specification.
Overhang shall be a maximum of F-0" along the side, T-0" along the front and 1/2" along the front interface
between the super gutter and the attached pool cage knee riser wall. Maximum deflection shall be limited to L/80.
Edi=_e Distance:
Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer.
Michael Thompson, P.E. #47509/CA#30930
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminumscreendesign.com
1
14'-0"
In the event of a conflict in member sizes shown on
the plans and the general notes, the contractor must
utilize the more stringent member size requirements.
Engineer: Michael Thompson, P.E. 475091CA30930
l
Left Elevation
15'-0"
14'-0"x 44'-0" Carport with ]W-O"x IT--0" Utility Shed
4t
: A
t4
7
44-
f
4
C
44'-0"
Foundation Plan
581-0"
Plan View
A C
12'-0" i 81-0"
W PoSt(rYP.)--\ /—", PUfiD (M.) Vb'ldv Shcd (rYP) —\
T
101-0"
i
W KB.
9'-4"
8-9"
Coo m Slab Only
101-0"
44'-O. 12'-0" 8'-0"
Rikht Elevation Front Elevation
Mat—Mbt 6005A-761 AOw
Z:x3 xO. Polio
2 ,1:0-10" ...Patb
050" 3'.3'.0.092. Po" 3'. 0.024. I -Lb. EPS Pa-1
2- x 4- 42 Sp— Lumber
Z' . 4' P.T. L..t- SCALE: 1/4" 2'
C-A
U 0
A d >
CA gL; 0
l �
V CC) j
0 0
DATE'
2/25/21
PAGE:
I of
4• 7hick—d Edge Concrete Grade
Caado F Slabwl2,5W PSl Concrete w/ 48 Ctmaete Slab withTurrid-
6x6- IOx10 Welded Were Mash F.M. W 2,500 PSI Concrete
Or Fiber Mesh Crack Coatiol Oren
Compacted Saad Fill
8• blk
8•(MQ4) ' .'' s 4•C—,e.Siamg2SO0PS[Cmmete(TYP.)
N i In
g• d - (1) e5 Bar Cosam lmus N M
htl-
wa25•OAK) Ip(M.) 4,(�)� � �p w
�-{Cp>arcoamncn
asBSection B-B U o 0
(MN-) W 25• (hm4.)O-1ap
N
Section C-C
Section A A NOS' Notes. w a C)
1. There shall be no debris or roots within the rotmdation. 1. Thera shag x nodebra mot
s ok widrm the Fotmdatioa �
2. The foundation sbslbe a mmimtm of 2,5W p.ai concrete 2. The foundation shall be a m®tm of 2,5W p.xi concrete-
0— 6-NU Vapor Barrier On Clean Well Ova 6Md Vapor Barth On Clan Well
Compacted Termite Treated Sod
Compacted
3.2,W0 P.SF. UAW.) Soil Bear-- 3. 2,OOOR041 .)SodEemiag a
3• x 3• Ahmimm Pma (TYP.)
Attach Chamelto Big Wood Faelmry Site
Beam Usmg (1) el2 Wood Scrnvwith 1-U2• (MIN.)
Thread Pemtmtion@ R• O.C. (MAXXTYP )
E—trag Site Be— MT.)
Ahmei,nm. Bar Plate
3' Composite Pancl(fYP.) (1) 3/8• x 4• Corrosive Resistive .121" 04N.) Thial
Th—Boas %/Nuts & Washers
-"7(
MW
h Compwiss Panel to Chamal Uamg (2) 3W LD.I W 2.5• (NW.)
p) tl10 x 12• SMS Screws @ e• O.C. (MAX)ErnbcdmCassere,t imo Solid
Top & Boom (M.) Corsrete Foundation(TYP.) Dcmace �,�(�.) �
3• Ahmimm Cham1cm.)
Roofto Host C 1EposedSamvvsA,Necemry
Post to Base Connection
In the event of a conflict in member sizes show on
the plans and the general notes, the contractor ust
utilize the more stringent member size requirem nts.
Er weer: Michael I nompson, 11k.
3
0
w
Ah— FmmiagMember(rYP.)
rBmwto
V
Attach composite Pam( to Ahmarm 3 ComPosff°P-1(M.)
o
Fmmmg Meader Using (1)V4•x4• �
race to Beam Usmg lagw/ 1-1/4• Feder Washer @ S. O.C. O
GO
3•x3•Ahmmim Pus (rYPJamelw/(3) 010 x 12• S.D.S (M/+K)('1'�') N "'
ottom mBoth Sides (b'MIxrYP) (:sulk AnBxposod Screws a a
f ,
3•Composm, Passel(M.)
dIN.XTYP> AO78:FmxnmgMember(rYP.) &'de Notch1iAeeepmUe Boltsw/Ntrt&WashemRoof to Edge Beam 3'x3•AhmutmPO52(M.) 2•x5•PatioCM-) DBte:
(3)ost 2/25/21
•ll' Chattel w/(3) NIO x 12• S.D.S
Into Alm. Post & (3) H10 x 1126 S.D.& into
Knes � Behsa(M«XrYe) " Post to Beam Connection- Center Notch
Knee Brace to Post/Beam PAGE:
2 of 3
SCALE: N.T.S. ree'
DHL 2.4 92 Sprott
1—berTop Plate
SP2 Stud Plate T. @ Etay
Stud Fill
ADHoles wl 10d Nails
�2 x 4 x2 Sprtr Smd @ 16.O.C. (MA)(.)
S®pson SPl Stud Plate Tic @ E'm x 4 -P.T. Bottom Plate
Shad Fill All Holes w/ 10d Nnd
1.%<• -
Front/Rear Wood Frame Wall
2 x 4 02 Sprott Studs @ 16- O.C. (MAX)
2 z 4 P.T. Bosom Plate Attachdm Slob ihiog
(1)N2'Wedge Aochmw/4.125' X)&;;b.
Jam Solid Comuete @ 361 O.C. (MAX.) & whhla
6- of wallOpeo�, Jambs, & Comm. To Haw:
25' (MINJEdgeDamtce (fYP.)
�2 x 4 P.T. Bottom Plate
Wood Frame Walls To Slab
In the event of a conflict in member sizes shown on
the plans and the general notes, the contractor must
utilize the more stringent member size requirements.
Engineer; Michael Thompson, P.E. 475091CA30930
SmV—H3 Skids -
toTop Plate (rYP.)
toBotttoom m(TYPJ
2 x4 e2 Sprott
Limber Top Plate
ul
2.4 02 Sp— Stud @ 16.O.C. (MAX.)
Attacbed to Top & Bottom Plate w/
(2) l6d Nad (M.)
II
Coacrete Famdatim(M.)
Side(s) Wood Frame Wall
3- Composde RoofMT.)
NOTE:
1.) Attach 7/16' O.S.H. exterior sheathingw/ Sd
nails @ 4' O.C. edges & 8' field
2.) V-myl siding shall be insWled pathemanufaclmes
specifications.
3.) Ali doors & windows shall be installed pa the manufactures
Sp¢IRrations.
4.) Stmmtm sball attach to existing host strucmte using (1)16d
common wine nail @ 8' O.C. (MAX), XApplicable
Attach Rmfto Wood Top Plate Using:
(1) 014 Wood Screw w/2-(hRt-I.)
Thread Pemtretion wah 1-1/4' Ahmmum
Pax Wash@ 8' O.C. (MAX.) (rYP)
Caulk AR Exposed Screws
DBLZA
erTe2Sprtce— I 2z4M2 SpceaScuds@16.O.C.(MAX)
DBLpPlate -'_I"^ ram_
RoolTo Wall - Wood
3L H2Spnse 2' x4-Top Plate (TYP.)
Stepson H3 @ Each End
2'. 4' 112 Space Cripple She.
@ 24.O.C. (MAXXrYP.)
u
(2) 2'x6' 02 Spruce Header
Simpson LSTA15 CnT.)
fox
Tl soh
(2)-Ping Stud MT.)
(black Stud (TYP.)
2' x4' P.T. _ _ -
-
EOttomPlate (fYP.) -
Door Framine Ddails
SCALE:N.T.S.
7/16'
Vmy1:
8' . a
(h�1)
(M11J
8�
Shed Wall Section
SCALE: N.T.S.
2 z4 N2 Sprum Stud @ 16' O.C. (MAX)
2 x4 P.T. BottomPbne
U
Date:
2/25/21
I
P
3 of 3
1
ALUMINUM SCREEN DESIGN
CONCRETE 4" THICK
12" X 12" FOOTER
W/ (1) #5 THRU OUT
.: Q 4-
-1 � f1
ALUNIINUMSCREENDESIGN.COM
ALUNIINUM S CREENDE S I GN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING:
FIBER MESH, VAPOR & TERMITE PROTECTION (IF REQUIREI
CONCRETE SHALL BE A MINIMUM OF 3000 PSI
FOR COVERED STRUCTURES, CONTRACTOR•SHALL
SECURE COLUMN BASE DIRECTLY TO THICKENED EDGE
NIICHAEL 'THOMPSON
4401 VINELAND ROAD
SUITE A6
ORLANDO, FL 32811
093
ALUMINUM SCREEN DESIGN
ALUMINUMSCREENDESIGN.COM
ALUMINUMSCREENDESIGN
PHONE: 407-734-1470
FAX: 407-734-1790
14'-0" s 44! O" Carport iritlt 1 D'-0",r 12'-0" iltiliry Shed
ITV
�a +i.. •jai-' • •�, .'�F `Y'•'�,'! �.:; i•.
a •{ c
4V4r 17-w Sd'
Foundation Plan
rtw�rv®Ilectf�tt
77
vdr�.aea:rwa�m+
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ISM'
i I d r,✓�ys I
= 1
i
5SW
I4d' Plan Yrew
Left Elevation
r,ar,.m rase {nr.i. w,�.ma�
Y4, lOL'
1000
olosim E4, n
ITT i -�S'-0- 1
i
Right Eleration Front Elevation
erem:.e rms..u� uc,
ex�.'..
are�rr.
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are,. b
DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH
THIS STRUCTURE HAS BEEN DESIGNED -IN -ACCORDANCE -TO NIE£T THE REQUIREMENTS OF THE 2020 (7TH EDITION)
FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH
(FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE B, RISK CATEGORY 1.
CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER MEVIEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS
MICHAEL THOMPSON
4401 VIlVELAND � ROAD
_.SUITE A6
32811
P.E. # 47509
CA#3093
ALUMINUM SCREEN DESIGN
ALUMR,UMSCREENDESIGN.COM
ALUMINUMSCREENDESIGN
@YAHOO.COIVI
PHONE: 407-734-1470
FAX: 407-734-1790
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Gssr.r�.�sP�am.
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Post. to Beard Comtecdom - Center Votfh
DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH
THIS STRUCTURE HAS BEEN DESIGNED INNACCORDANCE T6MEET THE REQUIREMENTS OF THE 2020 (7TH EDITION)
FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH
(FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE B, RISK CATEGORY 1.
CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS
MICHAEL THOMPSON
4401 VINELAND ROAD
SUITE A6
32811
P.E. # 47509
CA#3 093 Q
ALUMINUM SCREEN DESIGN
ALUMM[JMS CREENDE SIGN.COM
ALUMINUM S CREENDE S IGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
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DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2020 (7TH EDITION)
FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH
(FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE B, RISK CATEGORY 1.
CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS
MICHAEL THOMPSON
4401 VJ ELAND ROAD
SUITE A6
ORLANDO, FL 32811
# 47509
CA#3093
a,