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AALUMINUM SCREEN DESIGN_ASD �
Aluminum & Construction Engineering
*Plan Types:
Screen Room
Pool Screen/Cage (Removable Screen - Remove screen when wind speed exceeds 75 MPH)
Pool Screen/Cage (Non-Removable Screen — Designed to withstand actual Wind Speed)
❑Car Port
ARE SUBJECT TO ANY CORRECTIONS
Patio Cover REQUIRED BY FIELD INSPECTORS THAT
[-]Other: MAYBC;NECESZPARYyi� ORDEP TO
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*Reference: Osteen New❑✓ Revision❑ Date: 7/12/17
*Project Address: 5909 Balsam Drive
*City: Fort Pierce, FL 34982
*Contractor Name: Coastal Aluminum Construction, Inc. _MC70
*Address: 496 S. Market Avenue S' °1.7
*City: Fort Pierce FL
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*Zip Code: 34982 ?I.A NS AND T, T
Phone/Fax: (772)468-0288 -
*Email: tinman2287@att.net
*Choose One: Mai10 Pick UpFJ Fed Ex*❑ 3 No of Copies
r si FedEx account#
For FedEx option got to www.aluminumsc eende qn.com and provide )
*Payment: Check Credit Card *V
*(For Credit Card option go to www.aluminumscreendesign.com to pay by credit card)
Engineering prepared by:
43Yn a.,ek. N
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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 CA#30930
File Copy
•� ALUMINUM SCREEN DESIGN
IR- ❑ Aluminum & Construction Engineering ~r
*Ultimate Wind Speed (mph): 148 Exposed Category: C Risk Category: 1
Screen Room:
Insulated ❑ Pan Roof❑
Fascia ❑ Wall: Block[ Conventional ❑
Uprights x Top Plate x Kick Plate
Pool Screen/Cage:
Dome ❑ Gable❑ Mansard[—]
Gutter❑ Wall: Block❑ Conventional ❑
Beams x Uprights x Purlin x
Car Port:
Insulated ❑ Pan❑
Fascia❑ Wall: Block ❑ Conventional ❑
Beams x Post x
Patio Cover:
Insulated0 Pan❑
Fascia❑✓ Wall: Block❑ Conventional❑
Beams z x 7 Post 3 x 3
Concrete:
Existing New: 4" Slab❑ Pier❑Ribbon Footer x Pavers❑
Other:
Existing Concrete Slab
Note: In the event that there is a conflict with 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.
jr fie Copy
MASA,ENE
t U M tll .7,N D
General Notes & Design Standards
(Unscreened Patio Room Enclosure) 1° ✓�
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 2014(50'Edition)
Aluminum Design Manual 2010
ASCE 7-10
Design Loads:
Pursuant to FBC Chapters 16&20
Ultimate Wind:-150 MPH(FBC Table 2002.4) (45 psfi
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 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
member,not occurring simultaneously with wind load.
Design Basis:
Allowable Stress Design(ASD)=Allowable Strength Design(ASD)divide by safety factor
General Reguirements:
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
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P)407-734-1470(F)407-734-1790
www.aluminumscreendesign.com
File Copy'
EN, A` lhr 1 last
Structural Aluminum:
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum
design. V1
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 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 B 18.6.4 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.
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 3/4"
Reinforcine 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 Al 85 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 Alienment:
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.
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminumscreendesign.com
ILII copy
ME ALUMINUM SCREEN £351GN
Beams&Unrights:
In the event of a conflict with the values in this table and the site specific plan,the contractor must utilize the more I
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-(No Screen Insert)
3"Pan Roof Span 3"Pan Roof Span 3"Pan Roof Span 3"Pan Roof Span 3"Pan Roof Span
Maximum Roof Span Maximum Roof Span Maximum Roof Span=10' Maximum Roof Maximum Roof Span=
SIZE =6'-0" =8'-0" 0" Span=12'-0" 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" 111-0' 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"* W-01"* 13'-0"
2 X 10 15'-0"* 15'-0"* 15'-0"* 15'-0"* 13'-0"
Cokmn sae is 3 x 3 x 0.125"(1/81 imtess noted otherwise with a max height of 9`-0''(C5R)control<1A.Larger span req larger columnsae.
Knee Bracme'
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'.
Intermediatell3eader 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 1'4' 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.
Edee Distance:
Contractor is required to install uprights to provide a 2"minimum clearance from edge of slab and/or footer.
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P)407-734-1470 (F)407-734-1790
www.aluminumscreendesign.com
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.Sk-6 IFILET I 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.
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`3`r2- '` 'S16 Coastal Aluminum
Construction, Inc.
*-.3X3 POST- 496 S. Market Avenue �
Fort Pie FL 349 r
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V rnJ�ats l 3'lzht�1 -
SCREENDESIGN 3"C CHANNEL IS ATTACHED THRU FASCIA INTO RAFTER TAILS WITH#10 2"6"FROM
ENDS 24"O.C.&TO 3"INSULATED ROOF WITH Q#10 1"PER PANNEL INTO RAFTER TAILS
opy
D GUTTER IS ATTACHED TO EXTRUDED FASCIA IS ATTACHED TO
TED ROOF WITH#10 1"6" 2X7 IS ATTACHED TO 3X3 POST WITH SEE BEAM TO 3"INSULATED ROOF WITH#10 1"6"
S 24"O.C. 2X2 ANGLE&7#10 1"TO POST& BEAM CONNECTION FROM ENDS 24"O.C.
130TH BEAM SIDES
\\\
33X3 POSTS ARE ATTACHED
OF IS ATTACHED TO FRONT WALL TO 2X7 BEAM 2 3/8"X 3-1/2"
4 #10 4"PER PANEL CARRIAGE BOLTS TYP. BEAM TO WALL CONNECTION
2X2 RECIEVING CHANNEL IS
ATTACHED TO BEAM WrM
1 LESS#10 1"THEN BEAM SIZE
&INTO STRUCTURE WITH(4)
2-1/4"X 1/4"TAPCONS
BEAM TO BEAM CONNECTION
3X3 POST IS ATTACHED TO
BRACKET WITH 1 3/8"X 3 - 2X2 ANGLE IS ATTACHED TO 27{7
1/2"CARRIAGE WITH 1 LESS#10 1"THEN BEAM SIZE
BRACKET FROM 3X3 IS ATTACHED &z7{7WITH 4#101"PER SIDE
TO CONCRETE WITH 2 1/4"X 2"
TAPCONS TYP.
ESIGN.COM METAL DESIG_N STATEMENT MICHAEL THOMPSON
ESIGN ALL TA ONS SHALL PROVIDE MINIMUM OFSS OR Ri'1 8 EMBEALLOY ISDMENT DEPTH 4401 VINELAND ROAD
SUITE A6
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014(5TH EDITION)
OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND O, FL 32811
SPEEDS OF 150 MPH(FOR 3 SECOND GUSTS)NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT,FACTOR OF 1.0,AND EXPOSURE C,RISK CATE Y 1. 1 E. # 47 S O9
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#30930