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REVIEWED FOR
m
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
.Engineer- ,Mchaef Thompson, MSc, P.E. ,(P E # 47509);
C
. . . . . . . . . . . . .
'Pt0j6d-Mana9P r,Rajwj Thomas 3864i679
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El Roofi T e•insuled O IPan Rood
Roof Goinnect�n to butt Fascia , Biock-wll< 4�witan.
Beams X „Post _ X
Note in the event that there is:a.canfli' t.with the design piona�and general notes and .design standard, the contractor shall
utilize the,rnore si gen# dimensions;a' d'memtier_sizes pnorto orderting rnafenafs,. abneation.andlorconstrncban between:.
the plans:and the.;general'notes am design staridartl
Engineer= AAichael Thompson, fViSc P E (PE#41109}
440 Uinelan Roatl Suite A& Orlando, FL 3201'
(C4
0
3
0930) Ph d0T 734.1470/Faz 497 734=1T0
®' ALUMINUM SCREEN DESIGN
E" :A uminum &. Cons.tructicn En.gi.nee.stng
General Notes & Design Standards - k-qN'
(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 (Th 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 psf)
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 SCREEN DESIGN
MAluminum E Construction Engi:neexi.ng
Structural Aluminum: -
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 members is prohkted: Any m—emb`er 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 #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 '/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'/4"
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 Al85
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
®ASD
ALUMINUM SCREEN DESIGN
®a Aluminum & Consjructlon Engtnee.ring
Beams & Uprights: -
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. 7
150 MPH
PRIMARY HEADER BbA MEMBERS=OPEN COVERED PATIO -(No Screen 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"
,2X10
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 Bracing:
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, 3'-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.
Edue 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
In the event of a conflict in member aiaes shown on 14'-0"
the plane and thg WPM not®A, the contractor must
utilize th® Moro ®tringont M@Mbef 81te requirements.
i ngineor Ml9hao1 Th@MP§en, R6. 416091CA30930
IS'-0"
9'-4"
I 14'-0" I
f 1
Left Elevation
I
10'-0" T
9'-4"
10'-0"
14'-0"
Right Elevation '-
MamrhlLkt 6005A.T61 AMY
Yx3'x0.010' Patio
2• x 5• x..050' Patio
3'x3'x0.092' Post
3' x 0.024' x 1•Lb. EPS P-1
2' x 4. 02 Sr —Lumber
2' x 4' P.T. Lmnbu
14'--0"x 44'-Off Carport with 1W--0"x IT -Off Utility Shed
Pq .
6 .. a .Q..• ..
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. ... •"'°� .a. ••. . �''°' `<e.• .elf �. °. I.•.•. . •'Q'. _;,
4.
,.
B
44'-0"
Foundation Plan -
A C
12'-0" , 8'-0"
Walk of Shed (rYP.)
58'-0"
Plan View
3x3PostMT.)-\ �Ai Patio (fYP.) Llbmy Sbed MT)—\
8=9"
�4' Corc
Comem Fowdation (rYP.)
44'-0" 12'-0" 8'-0" wl
- - Front Elevation -
T
10'-0"
em Shb Only
SCALE: 1/4" = 2'
3
I
DATE:
2/25/21
I
PAGE:
1 of 3 _
4'Tbickened Edge Concrete
Slab w/ 2,500PSIConaetew/
Cmde
4' Coriaete SlabwithTumdown
6x6-1040 Welded Wave Mesh
GradeiAMOSBaCantimmus
Footerw/2,500PSIConcrew
0,FberMesh Crack Control Ova
(rYP.)
Compacted SandFrL
-
• Q: a
4• Conerece Slab U mg 2,500 PSI Concrete (M)
MN.)
U � N
g•
8� (1)85 BarContimmus
w!25(MIN) Lap (rYP.)
(V a
B-B
o DGSection
o 0U
w/ 25'(MINJ Ovedap
(MIN)
Section GC
o C '>
Section A A Notes.
Nocer
a O
1. There shall be no debrisorrootswithm the foundation.
I.There shall beno debrisorrootswithmthe foundation.
�+
2. The foundation shall beammmaimof2,500 p.s.L concrete
2. The foundation shall beanrmimaunof2,500 p.s.L concrete
•o
Over 6-MrL vapor Banier On Clean, Well
Ora 6-Mil. vapor Hamer On Clean, Weu
p,
CooQactedTer®teTreated Soil.
Compacted Soil.
Q
3.2.000 P.SF. (MIN.) Soil Bearing
3.2,000 P.S.F. (MIDI.) Sod Bearing
3' x Y AlummumPost OYP.)
Attach Channel to Existing Wood Factory Site
HeamUsmg(I) q12 Wood Screwwith l-1/2•(MIN.)
—IV7(
ThreadPcaetmtion@ 8' O.C. (MAX)CrYP.)
Existing Site Beam (TYP:)
3•CompositePanel gYP.)
AlummumBae Plate
(1) 3/8- x 4' Cormsive Rcaisti.e .125- (MN.) Thickness
Thm-Bolt--Nuts& Washers
(rYP.)
ch CompositePanelta Charnel
Using
Embedment into Solid ()
(1) q 10. 1/2' SMS. Serews(d 8' O.C. (MASC.)
Top & Bottom(rYP.)
Concrete Foundation (rYP.)
Concrete w/ 3' (MIN.) Edge
Distance CrYP.)
3•AlummorunCharnel(M)
Roofto Host CaulkExpoaed Serewa AaNccrsamy
Post to Base Connection
10
In the event of a conflict in membe
sizes shown on
the plans and the general notes, th
contractor must
utilize the more stringent member s'
a requirements.
hAirhmpi n P.E.
75091CA30930
w
c
- Alarm—F—migMember9YP.)
-
U 7
®®0
Attach Composite Panel to Alu®um
3' ComposicePanel (rYPJFra
O
UsingWas 1/4• x 4•
an
Knee Brace to BeamU
3•x3•AlummumPoa (rYPJ any
Lagw/ 1-1/4' Fng
OAAX 1-U4' Fender Washer ea 8. O.C.
(MAX)(fYP.)
O [�
•fi•Chamel w/(3)g10x 12'SD.S.
Top& Bottomon Both Sides OA%D fYP)
CaulkAEExposed Screen
O� O O
r a
q
3Cmposite Panel(M.)
. OI 2'x�
®®� Hollowg2-0'(A.)(M.)
ElEt1
NOTF
(3) 3/8x4• Corrosie Resistix
umFmngMembr(M.)
SidX.rhbAetble Thru-Boltsw/Nuts&Washers
�3 (M )
Roof to Edge Beam
3 x 3 Al ram mP°a (T'T.)
Y x 5' Patio (I'YPJ
Date:
Knee Bence to PostUsmg
"Channel w/ (3) 010 x 1/2' SD.S.
7
2/25�2)<
Into Alum Post & (3) 010 x I/29 SD.S. into
Kane Bence nnl3othsdes (N@I)(rYP)
_
=
Post to Beam Connection - Center Notch
PAGE:
Knee Brace to Po"eam
2 of 3
SCALE: N.T.S.
Sampson SPI Stud P
SOW F71AD Holes w
Conrete FOuodimen(fYP.)
Front/Rear Wood Frame Wall
2 x 4 P.i. Bottom Plate Attachedm Slab Ming
(1)12- WedgeArchonwi4.125' (MN.)Emb. .
Into Solid Corcmto @ 36. O.C. (MAX.) & wdhn
6' of waBOpeohw, Jambs, & Corrcm. To Hate
2.5' OVER) Edge Dalsnce (17P.)
DBL. 2x4 82 Spruce
Limber iop Plate
imp"' SP2 SOW Plate Ti @ Ewxy
Stud Fia All Holes w/ IDd Nedv
xuce SOWS @ 16' O.C. (MAX.)
-P.T. Bottom Plate
2 x 4 92 Space Scads, @ 16' O.C. (MAX)
x 4P.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
Sampson H3 Shds -
to Top Plate (fYP.)
SmpsonM Stud. -
toBottom Plate (TYP.)
2 x 4 82 Space
Lumber TopPlme
it
u
2 x 4 42 Space Saida (@ 16- O.C. (MAX.)
Attached to Top & Bottom Plate w/
(2)16d Narb (fYP.)
i
Concrete Foundation (rYP.)
Sides) Wood Frame Wall
M. 82 Space T x4' Top Plate (M.)
S®p nH3@Each End
2- x 4- 02 Spruce Cnpple SOW.
@ 24.O.C. (MAX XTYP.)
��r
0'a
,-ell"
Door Framing Details
SCALE: N.T.S.
3-Composdc RoofMT.)
(2) T x 6.82 Spruce Header
— SampsmilSfAIS(TYP.)
- (2)-Kh*Stud(rYP.)
— (1)JackSWd rYP.)
NOTE:
L) Attach 7/16' O.S.B. camior sheathing w/ 8d
nails @ 4.0.C. edges & 8' field.
2) Vinyl siding shall be installed perthe tmnufachues
spetafrcations.
3.) All doors & windows shall be installed per the manufachues
fi-
4.) Shu�aWe�shall attach to edsting host strucnne using (1)16d
common wire nail @ 8' O.C. (MAX), If Applicable
Amch Roof to Wood Top Plate t& *
(1) #14 Wood Screw w/ 2-(hM.)
Thmad Pmemtimwah 1-1/4' Ahm®m
Pan West=@ 8. O.C. (MAX) (M)
Caulk All Exposed Screws
aamce� I �.—2z4N2SpaceSeats (J16'O.C.(MAX)
Root To Wall - Wood
7/16'O.S.B.
Vmyl Sidmg(fYPa
Grade (7YM.)-
2 x4 N2 Sp— Smds @ 16' O.C. (MAX)
2 z4 P.T. BottomPlete
O ,__ ip
� N
N
H. kw
U0
a�
A >
vZa;O
mom) eW
( ) ,• CorcmteFoundation M.) Date:
2/25/21
Shed Wall Section
SCALE: N.T.S. Pe rF•
3 of 3
IN
ALUMINUM SCREEN DESIGN
CONCRETE 4" THICK
12" X 12" FOOTER
W/ (1) #5 THRU OUT
ALUAHNUMSCREENDESIGN.COM
ALLJME,4UMSCREENDESIGN
@YAHOO.COM. _
PHONE: 407-734=1470- T
FAX: 407-734-1790
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING:
FIBER MESH, VAPOR & TERMITE PROTECTION (IF REQUIREI
CONCRETE SHALL BE A MIND" OF 3000 PSI
FOR COVERED STRUCTURES, CONTRACTOR§HALL
SECURE COLUMN BASE DIRECTLY TO THICKENED EDGE
MICHAEL THOMPSON
4401 VINELAND ROAD
SUITE A6
ORLANDO; FL -3 11
47509
ALUMINUM SCREEN DESIGN
14'--0"x 44'-0" Cai)ort nrith 10'-0"x 12'-0" Min, Sired
10, -
-0
B A C
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•13 12 _ "
8' T
-
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Rieftl Elevation
Front Elevation
M
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SCALE V4'=2'
ALUMINUMSCREENDESIGN.COM
ALUMINUMSCREENDESIGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
n
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DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-175
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 VINELANID ROAD
' SUITE A6
ORLANDO, FL 32811
E. # 47509
CA#30930
ALUMINUM SCREEN DESIGN
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ALi fMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
METAL IS .W THICKNESS OR GREATER, ALLOY IS 6005 T5 4401 VINELAND ROAD
ALUMTNUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE 1VmvnAUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH
_ SUITE A6
@YAHOO.COM —THIS STRUCTUREHAs 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 O 32811
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. P.E. # 47509
FAX: 407-734-1790 CONTRACTOR CONTRCTOR SHALLFIELD
NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITEECCONDITIONSPURCHASE,
IFFER FROMONSTRUCTION PLANS CONSTRUCTION CA#3 093 0
ALUMINUM SCREEN DESIGN
ALUMINUMSCREENDESIGN.COM
AL UMINUM S C REENDE S I GN
@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 1517T 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 r
MICHAEL THOMPSON
4401 VINELAND ROAD
SUITE A6
ORLANDO, FL 32811
P.E. # 47509
CA#3093