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REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
Engineers Michael Thompson, MSc, —01- Ei RE1. .# 47
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member - 1. * L� -d- b '
utilize the more stringent dimensions I'mem e sizes pdor to dAi n
NO rica 6n:an.'...Or'cOnsf'.!,U 0 tw,
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ALUMINUM SCREEN DESIGN
IMEAS DA!umindrn & Ga'ns.iructtan En:gi:nee.H.r9
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 (r 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
® b`ALUMINUM SCREEN DESIGN
AS Aluminum g. Con.s.iruction En:g%neestng
Structural Aluminum: 1t-,,.wY7t???`_Y=f, NMI
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum
design.
All aluminum shall be 6005-T5 (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 meinlieis`is prohibited. Any member with burned holes must be replaced. -
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 412 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'/4" 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 Al85 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
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
Left Elevation
9'-4-
i
Right Elevation
?&tcrmlList 6005A-T6' Moy
2". 7 . 0.050• Patio
, X 5"X 0 05" Pafio
3- 3. 0.09r Post3.
0.07A. . 1-Lb. EPS P-1
4'#2 Sp— Lumber2.x
4. P.T. Lumber
1
14'-0"
t
15'-0"
14'-0"x44'-0" Carport with ]W-O"x 12'-0" Utility Shed
4
t7
4-
.4
-A*
.4.
4'
4.
-4;
A
B
12'-0"
Foundation Plan
58'-0*
Plan View
3x3Poa(rYP.) —\ /-1'3P"* (M.) Utdd) Shed(r'&) —\
C
—dW.&.fSh.d(M.)
-Y
81-9.
A
El
Z7
Co.c F—dad.. (M.)
12'-0" 81-0.
D;6nt Elevation
:mSlob Only
SCALE: 1/4" = 2'
2/25/21
PAGE:
I of 3
I
4• Thickened Edpa Concrete
Shbw12,500PSICo .sW
�B� 4•Coocrem SlebwehTamdown
Gmde 6x6-1040 Welded V rm Mesh
FoUer wi 2,500 PSI Concrete
lh Fiber Mesh Crack Control Over
(TYPJ
Compacted Sand Fill
.•
8'(hlIN) • d' 4
4•Conerete Slab Ukg2.5WPSICoocrem CrYP.)
O .�
TA6° a
>
,'
_
•.'
V
e
05 ter Contauute
M
g.
(1)
N
.125•(UN-)UPCrYP.)
4'(.)I
x
�—�
Section B-B
o
(1)95Bar Com;nuu�
V Mo 0
( ) wi 25•W)Overlap
Section C-C
O '�
Section A A N°
Notes
w A; O
1. There shnlbe ne debris mmots wehm on. the foudou
2. The Ibmdatioa shop 6e a tom®tan of 2,500 psntei ente
1. There sha➢be m debris m roots withmthe fawdabom
2. The famdatba shall be a mmnatm of2,500 p.xi corcrcm
•o
Owx6M1Vapor BmsncrOn CkM Wen
Over 61,d Vapor B—Oo Clean, Well
Compacted Termite Treated Sod
Compacted Sod
G
3. 2.000 P.S.F. (MIN.) SodBearhig.
3. 2,000 P.S.F. (MIN.) Sod B—.&
36 x 3• Al mmtm Post CM.)
Amch nelto Exismg Wood Factory Site
Seam usurp (1) Nu Wood Smewweh inn• W-)
Thread Penetration,@ S• O.C. (MAXXTYP.)
Exctmg Site Beam CTYP.)
3• Composne Panel (7YP)
Ah— Ease Plate
(1) 31W x4° Corrosive Rosanne .125- (MIN.) Thkkness
ThnrBobs wi Nuts & Washers
(nPJ
e•
Composite Panel to Channel
Using
(2) 3/8• LD.T. W 2.5° (MIN.)
Embedment mm SDhd
(1) N10 x 1/2• S.MS. S—@ V O.C. (MAX)
Top & Bottom CCYP.)
Concrete Foundatim (fYP.) Concrete W/ 3• (MIN.) Edge
3' Chamel([YP.)
Ahmimm
Div— (TYP.)
Roof to Most Caul: Exposed Screws As Necessary
Post to Base Connection
In the event of a conflict in member size
shown
0
the plans and the general notes, the cont
on
ctor must
utilize the more stringent member size re
uirements.
OU NJU
3
o k'
- Ahmmtm Fmmmg Member(M.)
C �
U
Altach Composite Panelto Ahmimm
Forming Member Using
3•Comporne Ponel(UP.)
V a a
Z° O
(1)I/4°x4°
UW 1-1/4° Fender Washer @ e• O.C.
[�
Borne to Beam [kbp
xi Akm®®Poo (7YP.)Bracelw/(3)XIOx
04AX)
_� �
O
12'S.D.S.
Bottom Both Sides(M➢4xTYP)
EE Op QQ
6
an
rHoU-Dw
Caulk All Exposed Screws
3• Compose, Panel Cryp.)
MINJ(rYP.)
NO7E:
G) 3/r x 4• Canonise Resistive
Fmmmghkmber(fYP.)
SidNorchlsAar p.U, TbruBolt wiNw&WoshenMP.)
Roof to Edge Beam
3• x3' Ah®;m®��.>z x r Patin( ma
Date:
RP Chamelw/ (3) NIO x 1/2• S.D.S-
2/25/21
m
Into AhPost & (3) NO x 12•S.D.S. into
Knee Brace m Both Sida(M➢4x7YP)
Post to Beam Connection - Center Notch
PAGE:
Knee Brace to PostBeam
2 of 3
SCALE: N.T.S.
y
Snap— SPI Shad
Sad Fill Ali Holes v
ConneteFmmdetim (f YP.)
2 s4 P.T. Bottom Plate Ansel" to Slab Using
(1) l/2• Wedgs Aoeh%w/4.125' OhW.)Emb. .
Into Solid Concrete @, )6' O.C. (MAX) & within
6'ofmllOpemaMJambs.&.Comers. To Flaw
2.5' (NRN.)EdgeDisl—(fYP.)
DBL 20 M2 Space
Limber Top Plate
-pmn SP2 Sod to Tic @ Evsy
Stud Fa AB Hots w/IPdNnih
ponce Studs @ 16' O.C. (MAX)
-P.T. Bottom Plate
2 x 4 02 Spruce Shale @ 16' O.C. (MAX)
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
2 1 p2nx Sp
Lumber Top Plate
11
u
2 x 4 12 Space Seats@ 16' O.C. (MAX.)
Attached to Top & Bottom Plate W
(2)16d Nerds (fYP.)
n
. - I
Concrete Fomdaaun(M.)
Sides) Wood Frame Wall
i• Composite Roof (rYP.)
NOTE:
1.) Anach 7/16. O.S.B. exterior sheathing w/ Sd
nails @ 4' O.C. edges & 8• field.
2.) Vinyl siding shall be installed per the manufactures
specifications
7.) All doors & wmdmas shall be installed per the mmufactutts
specifications.
4.) Stiucaroe shall attach to existing host struenue using (1) 16d
ctmmon wire nail @ 8. O.C. (MAX). If Applicable
Ansch Rcofm Woodiop Plate L i-F
cmv (1) #14 Wood SW 2• (MIN.)
Thread Penemtion with 1-I/4• Aaminm
Pan Wash.@ 8' O.C. (MAX) (lYP)
Caulk An Exposed Scrmas
2 x 4 92 Sp— Sods @ 16' O.C. (MAX.)
Roof To Wall - Wood
DBL. d2 Space 2• . 4' Top Plate (rYP.) 7/16' O.S.B. CM.)-
Simpson M @ EnchEnd
2• x4• 02 Spruce Crippc Suds
24.O.C. (MAXXTYP)
Vinyl Siding (TYP) -
Simpson HJ Sods (2) r x6' n2 space Header Gnda (IYP.)
m TopPlate ([YPJ
S®psonlS[A15 (iYPJ
B•
(2)-Kh*Sad(fYP) WIN)
,vx� g.
't toe (Week Send OTP.) WIN.)s®pson x= sad,
m Bann Plate CM )
r x 4' P.T. _
Door Framing Details
SCALE:N.T.S.
2 x 4 92 Spruce Studs@ 16' O.C. (MAX)
2 x4 P.T. Bottom Plate
�� Cane
8•
Shed WnaSection
SCALMN.T.S.
ALUMINUM SCREEN DESIGN
CONCRETE 4" THICK
12" X 12" FOOTER
W/ (1) #5 THRU OUT
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it ! CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING:
FIBER MESH, VAPOR & TERMITE PROTECTION (IF REQUIRE
CONCRETE SHALL BE A MINIMUM OF 3000 PSI
FOR COVERED STRUCTURES, CONTRACTOR SHALL
SECURE COLUMN BASE DIRECTLY TO THICKENED EDGE
ALLTNIINUMSCREENDESIGN.COM MICHAEL THOMPSON4401 VINELAND ROAD
ALUMINUMSCREENDESIGN
@YAHOO.COM SUITE A6
PHONE: 407=734-1470 3 ORLANDO, FL 11
FAX: 407-734-1790 47509
30930
ALUMINUM SCREEN DESIGN
ALUMINUMSCREENDESIGN.COM
ALUMINUMSCREENDESIGN
14'--0"s 4P--0" Carport v th 10'--0"s 12`-0" Utility Shed
,. _�•. i.r••,~. 1• ,Ji r�', .a, ..f ., .. ,`r. .+: :'.•fie.•.. �ti.l: ':5:
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Foundation Platt
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Isa• y. '
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Iva• s-�•s k.
t
--
Left Elevation
T �
T Ip
�- afar u'a• sa
1' Right Eleration FrontE/evatfon
r.r'.amcnm
SCALE., V4-
r<oxs. t+n "srm
DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-175
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH
�Q YAHOO.COM 1` THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TOMEET-THE REQUIREMENTS OF THE 2020 (7TH EDITION)
PHONE: 407-734-1470
FAX: 407-734-1790
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 _ ..-----
3281-1 -
47509
CA#30930
ALUMINUM SCREEN DESIGN
ALU INUMSCREENDESIGN.COM
ALL;rNUNUMSCREENDESIGN
@YAHOO:COM.J. `=
PHONE: 407-734-1470
FAX: 407-734-1790
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MICHAEL THOMPS
4401 VINELAND ROAD
THIS STRUCTURE HAS _ EDITIONY;_ _SUITE A6
FLORID BUILDING CODE OR OPENANDSEMI-OPEN TRUCTTURE O DE � REQUIREMENTS STAAND U IOT�TE WIND SPEEDS OF 150 MPHY Y ry }ORLANDO, FL 32811
(FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE B, RISK CATEGORY 1. E. # 47509
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 CA#3 093 0
DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH
ALUMINUM SCREEN DESIGN
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DESIGN STATEMENT
ALUMINUMSCREENDESIGN.COM METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH
"" .-@YAHOO. COM - = THIS7STRU - TURE°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
PHONE: 407-734-1470 (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE B, RISK CATEGORY 1.
FAX: 407-734-1790 CONTRACTORCONTRACTOR NOTIFY THE ENGINEER IMMEDIATELY SHOULL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TOD SITE CONDITIONSTERIAL PURCHASE, IFFER FROM ONS AND
CONSTRUCTION
MICHAEL THOMPSON
4401 VINELAND ,ROAD
SUITE A6
13 FL 32811
.E. # 47509
CA#30930,