HomeMy WebLinkAboutPOOL SCREEN INFORMATIONi'k
'h"
i. _Nzgn� A Ito g
*Pla.0 P":
FIScreen Room/Sun Room/ ill in
V]Pool Screen/Cage (Non -Rem vable Screen — Designed to withstand actual Wind Speed)
r-]Car Port
F-]Patio Cover
Flother:
*Contractor Name: AMER11
*Address: 7320 NARGOOSSI
*City: ORLANDO
*Zip Code: 32822
*Phone/Fax: (407)847-9322 / (A
*Email: STURUSHINA@AMERIC)
*Chooses Mail E]I
*(For FedEx option go to www.E
gyment'!` W]Check F
*(For Credit Card option go to
Engineering prepared by:
TONE E -N 6R4600&E)11J
..o46-
4,
4 SCREEN CONTRACTORS
ROAD
-9342
c UpEl E-File 0Fed EX* 4 No of Copies
inumscreendesianx and provide FedEx account
Wit Card*
to pay by credit card)
'4 0
Engineer. Michael Thompson, MSc, P.E. (P.E. # 47509)
4401 Vineland Road- Suite A6 Orlando, Fl. 32811
ffice:407-734-1470 Cell: 407-721-2292
Project Mana , ger Paul Thomas 386-479-9504 Fax: 888-923-8181
Email: aluminumscreendesign(&yahoo.com
Website: w� waluminumscreendeslwn.com CA930930
1"Di
k-"
�-- n
r
Ultltnate
Wind Speed (mph):1so
Screen��R®oth Su'11,n R66M/
❑ Insulated ❑Pan Roc
❑ Gutter ❑Fascia ❑BI
Uprights X Top
Fool Screen%Cage
❑✓ Dome ❑ Gable
❑✓ Gutter ❑Fascia
Beams 26 X20'6" Uprig
CarPort:
❑ Insulated ❑Pan Rc
❑ Gutter ❑Fascia ❑I
Beams X Post.
Exposed Category: C Risk 'Category: 1 ,
Wall ❑Conventional Wall ❑ 4th Wall
to X Kick Plate=
❑ Mansard ❑ Shed/Slope
❑ Block Wall ✓❑ Conventional Wall
2X6 X 13' Purlin 2x2 X6'6" Kick Plate
Wall ❑Conventional Wall ❑ O Wall
Pa_t® Cover:
❑ Insulated ❑Pan Ro f
❑ Gutter ❑Fascia ❑Block Wall ❑Conventional Wall ❑ 4th Wall
Beams X Post X
Concrete:
❑ Existing ❑ New: 4"S ab ❑Pier ❑Ribbon Footer X
❑ Pavers ❑6" Thickened Edge
Other: CABLE WITH FLAT STRAPS
Note: In the event that there is a conflict �a the design plans and general notes and design standard, the contractor
shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or
construction between the plans and the general notes and design standard.
Engineer. Michael Thompson, MSc,IP.E. (PE#47509)
4401 Vineland Road Suite A6,. Orlando, FL 32811
(CA#30930)-Ph 407-734-1470/Fax 407 734-1790
1� i
mh
a5ta.
,ro'rt
Gene
(Non -
The following are general design standards. M
of a conflict in plans and/or design standard d
stringent dimensions and/or member sizes prio.
Design Codes:
Florida Building Code 2017 (61 Edition)
Aluminum Design Manual 2015
ASCE 7-10
Design Loads:
Pursuant to FBC Chapters 16 & 20
Ultimate Wind: -150 MPH (FBC Table 200
Risk Category: -See attach site specific plan
Exposure Category: -See attach site specific
ALUMINUM SCREEN DESIGM
Aluminum & Consiruction Engineering
Standards
iemovable Pool Screen)
�re stringent design standards may be noted on the plans., In the event
mensions and/or member sizes, the contractor must utilize -.the more
to ordering materials, fabrication and/or construction.
(FBC Table 1604.5)
sheet (FBC 1609.4.3)
Additional Load requirements:
Structural members supporting screened encl sures are designed for wind in both of two orthogonal directions using
the pressures given in Table 2002.4. Each p 'mary member is also designed for a 300 pound load applied vertically
downward along any 1 foot of any memo r, not occurring simultaneously with wind load. In addition to wind
pressures, purling is also be designed for a 200 pound load applied vertically downward along any 1 foot of any
member, not occurring simultaneously with ind load.
Design Basis:
Allowable Stress Design (ASD)=Allowabl Strength Design (ASD) divide by safety factor
General Requirements:
Reproductions of contract drawings by co tractor in lieu of preparation of shop drawings signifies acceptance of
information shown as correct and obligates imself to any expense, real or implied, arising from their use.
A change to the structural drawings due toIthe 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 aslspecified bearing strata, notify owner's representative/engineer.
Soil bearing capacity — 2,000 psf Minimum
Provide neat excavation for footing and
Pump water from footing excavation if
Compact all fill to 95% ASTM D698 dE
Unit soil weight = 105 pcf
Internal angle of friction = 30 degrees
Coeff. Of friction between footing and
4401 Vineland Road.,
concrete immediately after excavation and inspection.
than one inch.
EXIM
ael Thompson, P.E. #47509/CA#30930
t A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminumscreendesign.com
,W1 SCREEN DESIGN
Aluminum & Construction Engineering
Structural Aluminum:
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice -for alaminuip
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 tQ location and type.
Burning of holes in aluminum members is prop' ibited. Any member with burned holes must be replaced.
Aluminum Protection:
Shall be pursuant FBC 2003.8.4. Aluminum urfaces in contact with dissimilar materials, lime -mortar, concrete, or
other masonry materials, shall be protected ith powder coated or ESP paint or alkali -resistant coatings, such as
heavy -bodied bituminous paint or water -whit methacrylate lacquer.
Screws:
Aluminum self -tapping screws shall confort
Self —tapping screws shall meet the requirer
Maximum fastener spacing shall not exceed
For roofing and siding connection, use mir
and end lap fasteners shall be no more than
For bottom plate and column base, secure
into concrete footer.
to ASME B 18.6.4 specification.
;nts of ADM J.5
3+20t) where "t" is the member thickness in inches.
num #12 screws for end and side laps spaced at 12" max for side lap
' from the end of overlapping sheets.
th'/4" tapeons a minimum embedment of 1 1/8" and 2'/4" respectively
Bolts:
Bolts and other fasteners shall be alumin m, stainless steel, hot -dip or electro-galvanized steel. Double cadmium
plated steel bolts may also be used. Bolt ho'ies diameter shall not exceed 1/16" larger than the bolt diameter and shall
be spaced at a minimum of 2.5 times the Qt diameter with minimum edge distance of 1.5 times the bolt diameter.
Bolts shall meet the requirements of ADMIJ.3
Chair Rails, Purlins & Wind Brace:
Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's
specific site plan conflict with the belo 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 i 6'-9" 2 x 3 Wind Brace = 6'-9" 2 x 4 Wind Brace = 8'-0"
Concrete
Conform to ACI 318, latest edition and IICI 301
Compressive Ultimate Strength (Minim i m at 28 days) shall be 3000 psi
Exposed chamfer3/4 edges shall be "
Reinforcing Steel:
Conform to ACI 318 and 315, Latest ec
All reinforcement steel shall be ASTM
Smooth dowels & ties shall be ASTM,
Welded Wire Fabric shall be ASTM A
Deformed bar anchors shall be ASTM
Cover: Footing 3"
Washer:
Washers shall be used under bolt
4401 Vineland Road.,
k615 Grade 60.
.185
85 or A82 (Flat sheet).
L496. Grade 70
and under nuts.
ael Thompson, P.E. #47509/CA#30930
A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aiuminumscreendesign.com
Hole Alignment:
Poor matching holes must be rejected. Contra(
and foreign matter between contacting surfaces
ALUMINUM SCREEN DESIGN
Aluminum & Cursiructfcn Engineering
shall prevent holes from drifting and distort the mb-tal:;All chips
R be removed before assembly.
Cables:
Contractor shall provide a minimum 1/8" diameter stainless steel cable tie down at side and rear walls of pool screen
enclosure. Contractor shall secure cable to topof column located at each corner and where there is a difference in
column height locations. In addition, cables siiall be spaced to provide wall support not exceeding 227.5 ft2 with
bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 1/a" x '/"
tapcons or equal.
Beams & Uprights:
In the event of a conflict with the values in t s table and the site specific plan, the contractor must utilize the more
stringent dimensions and/or member sizes be�ween the site specific plan and the below applicable span limitations
prior to orderims! materials. fabrication and/or construction.
150 MPH
PRIMARY ROOF MEMBERS -PO L CAGE ENCLOSURES
SIZE
Roof Span
*Maximum Beam
Spacing = 6'-0"
Roof Span
*Maxi um
Beam Spacing =
6-4'
Roof Span
*Maximum Beam
Spacing = 7'-2"
2 X 4
14'-3"
13'-�"
10'-6"
2 X 5
19'-0"
18'-b"
15'-6"
2 X 6
22'-3"
20'�bfl
18'-9"
2 X 7
24'-0"
21' 8"
21'-6"
2 X 8
28'-0"
26'-9"
26'-6"
2 X 9
30'-0"
28' 15"
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 Bracing:
Contractor shall provide knee bracing on 15 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 'ize shall be a minimum of 2 x 2 for beam span of 15' max; 2 x 3 for 30'
max; 2 x4 for beam span greater than 30'.
Purlin:
Contractor is required to install purlins spa ed to align with column spacing; however, spacing between purlins shall
not exceed 7'-2". 1
Header Beam:
Contractor is required to install a minimum 2 x 7 header beam supported with 3 x 3 column space at 10 feet (max)
with a 2' x 2' x 1'-6" concrete footer with 3#5 each way when screen enclosed is required to be attached super
gutter at the interface of the insulated rooflpanel. Contractor is required to install insulated roof covering pursuant to
the Florida product approval specification (45 psf).
Intermediate Girts:
Contractor is required to install intermedi to chair rails/girts spaced at mid -span between the chair rails and top rail
or 6'-0" max on center when column height exceeds 11 feet. Contractor is also required to install one additional
intermediate chair rail/girt to be located 3 feet below the top rail when column height exceeds 14 feet.
Edge Distance:
Contractor is required to install uprights t 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
jwww.aluminumscreendesign.com