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MINA nALUMINUM
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Aluminum & Construction EngineerP
Colevr�LED FAESEM OR
Room
SCREEN D
A,lPHERESPNIBU YOFTHE
cog= of RECORD
iter'° 1creen/Cage (Removable Screen - Remove screen when wind speed exceeds 75 MPH)
+L/ Poc-d Green/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed)
r .11n
iP..Aio Cover
__�i.5ttlos :
�'Roferencs;: Loguidice New® Revision❑ Date: 1/3/17
`proiPck Address: 758 Cypress St.
ya: lc St. Lucie
,aoltt'r iz;Wr Name: Tripod Aluminum, Inc.
i iic3E N1.11N5 AND ALL PROPOSED WORT
,-1,&": e r:GS'SVickie cir
ARE SUNECT TO ANY CORRECTIM
.iitY: 'n'.",4slboume
REQUIRED BY FIELD IWECTORI TW
'ZIP t.`cstt r: 32904
,)AAY8FNECFA TO-`
> rsh-ne/Fax: 321-729-9695
GOMi(?�Yifl�1 �
";I':Maii: Thad@TripodAluminum.com; Michelle@TripodAluminum.com
?"ttwrse One: Mail[] Pick Up[:] Fed Ex*® 2 No of Copies
For FedEx option got to www.aluminumscreendesign.com
and provide FedEx account #)
Daymer t: Check Credit Card *Q
'"or Credit Card option go to www.aluminumscreendesign.com
to pay by credit card)
E 'nee, ing prepared by:
ASD
WAO) v of
5T. L , . COUN CY i i?,n?`'r nIVISION
RF,vIF:11'0 FOR v1PLUNCE
AEvILNVER BY
DATE
PLANS AVD PE IIT MUST BE KEPT ON JOE
OR NO LNSPECTIO.N WILL BE NIA -02 -
Engineer: Michael Thompson, MSc, P.E. (P.E. #47509)
5200 Vineland Road - Suite 250, Orlando, FL 32811
Office: 407-529-3300 Cell: 407-721-2292
Project Manager: Paul Thomas 386-479-9504 Fax: 888-923-8181
Email: aluminumscreendesign@yahoo.com
Website: www.aluminumscreendesign.com CAtt30930
File Copy
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A S ALUMINUM SCREEN DESV °I
_; Aluminum & Construction Enginooriup ve,
"1 ='grate Wind Speed (mph): 150 Exposed Category: C Fisk Calsgorr:
Screen Roam:
Instflated❑ Pan Roof❑
Fascia ❑ Wall: Block❑ Conventional ❑
uprights x� lop Plate x Kick plate
Pnol Screen/Cage:
Pomp [] Cable❑ Mansard
GutterOV Wall: Block❑ Conventional ❑
13eaIrS 2 x 6 Uprights 2 x4 Purlin 2 x2
.? I a#r lean❑
[ _� Wall: Block ❑ Conventional ❑
yf.ye Post x
PatioCover:
!nsulatefJF' Pan❑
°>f ia�� Wall: Block❑ Conventional
Beams - Post x
Concrete:
wxisf;wj7 ; ia,d: 4" Slab❑✓ Pier❑Ribbon Footer �x_�
Ulm
,te: In the even' that there is a conflict with the design plans and general notes and design standard, the contractor
shall utilize the :lore stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction
bern.,een the plans and the general notes and design standard.
File CL _ Y
AlWxt111'`teix' �'*f.. 1t 1.3'-101,.b4 SSia P3 -
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General Notes & Design Standards
(Non -Removable Pool Screen)
The following are general design standards. More stringent design standards may be noted on the plans. is tl;e t Je it
of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize :;enore
stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction.
Design Codes:
Florida Building Code 2014 (5" Edition)
.Alu ui! .-,i Design Manual 2010
7- l0
Design Loads;
Pursuant to PBC Chapters 16 & 20
Ultimate N'ind: -150 MPH (FBC Table 2002.4)
Risk Category: -See attach site specific plan sheet (FBC Table 1604.5)
Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3)
' d phonal Goad requirements:
Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using
t!,- pressurzs given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically
downwa,c along any I 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
membe!, not occurring simultaneously with wind load.
Design pggis:
Allnw�nb;c ',tress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor
C c _ Vi ra l negj irem eij s:
ReproducEcns of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of
ir!:m iiioc shown as correct and obligates himselfto 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
--_ontractnr and must be submitted to the engineer for approval.
The g,cnere! contractor and each subcontractor shall review the approve construction plans in its entirety and verify
a!'. 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 -r,.! 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.
Fw,ndail;wi and Earthwork:
ppllcot 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
Rung mater from footing excavation if greater than one inch.
Compact all fill to 95% ASTM D698 density.
11_it soil weight= 105 pef
Internal a-fle of friction = 30 degrees
Coe!T :)f friction between footing and soil = 0.5
Michael Thompson, P.E. #47509/CA#30930
4,101 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminumscreendesign.com
IAtj /
File Cor
Structural Aluminum: /
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice
design.
alu- Iw,m shall be 6005-T5 (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046"
iicim, pr„hibited without prior approval as to location and type.
R n;ng of holes in aluminum members is prohibited. Any member with burned holes must be replaced.
Aluminum Pro(ection:
S,.all 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
T
eavy-.)n-.!i ,d bituminous paint or water -white methacrylate lacquer.
Screws:
Alumint:m 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 roofirrt and siding connection, use minimum #12 screws for end and side laps spaced at 12" max for side lap
and cnd Ian fasteners shall be no more than 2" from the end of overlapping sheets.
Bolls:
Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro -galvanized steel. Double cadmium
plated s'ccl bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall
hg sr—zd at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter.
steal I meet the requirements of ADM J.3
<7nrir'Pails. Purlins & Wind Brace:
Chr.i- � : s, pr,rlins and wind brace shall conform with the below maximum span length. If the event contractor's
specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent
dimensions and member sizes prior to ordering materials, fabrication and/or construction.
Wind Speed = 150 MPH
2 x 2 Chair Rail = 4'-9" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 8'-0"
2 x 3 Chair Rail = 6'-9" 2 x 3 Purlins = 6'-9" 2 x 3 Wind Brace = 6'-9" 2 x 4 Wind Brace = 8'-0"
Concrete
Conform to ACT 318, latest edition and ACI 301
Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi
Exposed chamfer edges shall be '/4"
Reinforciri_ Steel:
Conform to ACI 318 and 315, Latest edition
Ail reinforcement steel shall be ASTM A615 Grade 60.
Smooth dowels & ties shall be ASTM AT 85
Welded Wire Fabric shall be ASTM A 185 or A82 (Flat sheet).
Deformed 'oar anchors shall be ASTM A496, Grade 70
Cover: Footing 3"
Washers shall be used under bolt heads and under nuts.
1?ple Ali =I, �megt:
Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips
and tincirm matter between contacting surfaces shall be removed before assembly.
Michael Thompson, P.E. #475091CA#30930
%401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminumscreendesign.com
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Co� I I-Ito:shall provide a minimum 1/8" diameter stainless steel cable tie down at side and rear wa& ol poo! s , r u
enc!esure. Contractor shall secure cable to top of column located at each corner and where there ,s a a:f,.crzi .c. in
column height locations. In addition, cables shall be spaced to provide wall support not exceeding 227.5 f.' wide
bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with Z.! !" x '44'
er equal.
Beans & ILRLi2lrts:
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
Upright
150
MPH
SIZE
PRIMARY ROOF MEMBERS -POOL CAGE ENCLOSURES
SIZE
Roof Span
*Maximum Beam
Spacing = 6'-0"
Roof Span
*Maximum
Beam Spacing =
6'-8"
Roof Span
*Maximum Beam
Spacing = 7'-2"
2 X 4
14'-3"
13'-3"
10'-6"
2 X 5
19'-0"
18'-0"
15'-6"
2 X 6
22'-3"
20'-0"
18'-9"
2 X 7
24'-0"
21'-8"
21'-6"
-1x8
28'-0"
26'-9"
26'-6"
2 x-91
30'-0"
28'-5"
28'-0"
2 X 10
33'-6"
31'-11"
31'-6"
Upright -Pool Cage Enclosures
Upright
150
MPH
SIZE
Height
2 X 4
10'-3"
2 X 5
12'-3"
2 X 6
13'-3"
2 X 7
14'-6"
2 X 8
15'-6"
2 X 9
16'-6"
Knee Braci2g
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'
nmx- 2 x4 for beam span greater than 30'.
f urlin:
Contactor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall
not exceed T-2".
13eadcr'> am:
Contractor is required to install a minimum 2 x 7 header beam supported with 3 x 3 column space at 10 feet (max)
when screen enclosed isrequired to be attached super gutter at the interface of the insulated roof panel. Contractor is
required to install insulated roof covering pursuant to the Florida product approval specification (45 pst).
f!,fernlediate Girts:
Cectractor is required to install intermediate chair rails/girts spaced at mid -span between the chair rails and top rail
or 6'-0' ntnx on center when column height exceeds I I feet. Contractor is also required to install one additional
inlc -inrdiate chair rail/girt to be located 3 feet below the top rail when column height exceeds 14 feet.
Edge P`stancr:
;mtractor 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
File Copy
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