HomeMy WebLinkAboutPlan For Carport-Patio CoverM.
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OScreen Room/Sun Room/Fill In
❑Pooh Screen/Cage (Non -Removable Screen Designed to withstand actual Wnd Speed).
(Car Port/Patio Cover
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PhonelFax: -77 Z
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(For,Credit Card option go to www.aluminumscreendesign.com to pay by credit; card)
Engineering prepared by
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Engineer. Michael Thompson;, MSc; P.E: (P.E: # 47509)
`4401.Vineland.Road= Suite A6 Orlando, 0 32811 ..
Office 407 734 1470 -bell: 407-.721-2292
�® Project Manager Paul Thomas 386-479 9504 Fax: 488-92378181
Email aluminumscreen.d6signn@yaho6cam
��� Webslte �vwvtir.alurr�lntrnscreendeslg iiC�, GOi11 CA#30930
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Fes_ 7-7-7—
Ulffmato Wifid, Sp"d (611ifi C Rlsk.Cata Category
Screen Adom/Sun.Room/Fill: In.!
F] Insulated' R, Pan. Roof
nGutter �Fi cia IBlockWall RConventionaI Wall 4th1lila I I
Uprights X Top Plate. X Chair Rail. X
Uprights., X Top Plate x Chair Rail X
'Kick Plate,
Poole credn/Can6:
F] Dome
OGable,
E]Mansardl.Hig)
F-IShed/Slope
F] Gutter
❑Fascia.
FI
F] Block Wall
0 Conventional Wall
Beams eams X
Uprights
X Purlin,
X., Chair Rail X
Beams x
Uprights
X. Purlin
x Chair Rail X
Kick Plate
Gar o,Cove--,r-,:
F Insu'lated, M Pan. Roof"
F] Gutter XF,"a'scia nBlock I Wall,
Bex Beams -(�I
-23C-
FIConventionai Wall Flowall
Existing ❑ NOW.:: 479.11ab nPier ❑Ribbon Footer:
,Pavers: 60 'Thickened Edge
Other,
Note: InAhe event.thk there is a co filctotb the design plans :pnd.general notes and design standard, the contractor
shall utilize the, more stringent dimensions and.bemb6r sizes prior to ordering materials, fabrication and/or
construction: between the pAans and the ,general ,,not.es-:'an.d design.standard..
Engineep. Michael . Thompson., MS.c. P.E.. (Pg#4760.9)
4401 Vineland Road Suite A6 .. Orlando, FL 32811
(CA#30930)-ph 407-734-1470/Fax 407-734-1790
FILE Copy
!710MAS ALUFAWNUM SCREEN
DAIuminum & C,o'ns.iructirn
En9tneerIrig
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 Cam'
stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction.
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 2002.4) (45 ps,)
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
FILE CopX
LUMNUM SCREEN DESIGN
uminum & Cons.iructlan En:gineering
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 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.
For bottom plate and column base, secure with ''/." tapcons a minimum embedment of 1 1/8" and 2 '/a" 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 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 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.
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 C®Py
ALUMINUM SCREEN DESIGN
'3r AWminum' & Crinsiructfcn En:gine'e.ri,ng
Beams & Uioriehts:
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
PRIMARY HEADER BEAM MEMBERS
-OPEN COVERED PATIO -(No Screen Insert)
SIZE
3"Insulated/Pan
Roof Span
Maximum Roof
Span = 6'-0"
3"Insulated/Pan
Roof Span
Maximum Roof
Span = 8'-0"**
3"Insulated/Pan
Roof Span
Maximum Roof
Span=10'-0"**
3"Insulated/Pan
Roof Span
Maximum Roof
Span=12'-0"**
3"Insulated/Pan
Roof Span
Maximum Roof
Span=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" *
2 X 10
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 7'-0'.
Knee Bracine•
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 1'-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.
Edee 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
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In the event of a C'Onfilot 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. 47509/CA30930
ALUMINUM SCREEN DESIGN 3" C CHANNEL IS ATTACHED TO FASCIA WITH 910
(3 4 INTO RAFTER TAILS 1
6" FROM ENDS 24" O.C. & TO 3" PAN ROOF WITH (3) #10 1" PER PANNEL
ROLL FORM GUTTER IS ATTACHED TO
3" PAN ROOF WITH 910 1" 6" FROM ENDS 24" O.0
ROOF IS ATTACHED TO SUPPORT
BEAM WITH (4) #10 1" PER PAN
u I
r
m
0
0
BRACKET FROM 3X3 IS ATTACHED
TO CONCRETE WITH (2) 1/4" X 2"
�!7
V
TAPCONS TYP. ((2) 1/4" X 5"
TAPCONS IF THRU PAVERS)
((2) #10 2" IF TO WOOD DECK)
ALUMINUMSCREENDESIGN.COM
ALUMUSTUMSCREENDESIGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
ROLL FORM FASCIA IS
ATTACHED TO PAN ROOF
WITH #10 1" 6" FROM
ENDS 24" O.C.
3X3-POSTS ARE ATTACHED
TO 2X9 BEAM (2) 3/8" X 3 1/2"
CARRIAGE BOLTS TYP.
OPTIONAL) BEAM TO WALL CONNECTION
_2X2 RECIEVING CHANNEL IS ATTACHED
-TO BEAM WITH 1 LESS 910 1" THEN
-BEAM SIZE & INTO STRUCTURE WITH
-(4) 2-1/4" X 1/4" TAPCONS, (4) #10 2" IF
TO WOOD OR ALUMINUM STRUCTURE
3X3 POST IS ATTACHED TO
BRACKET WITH (2) 3/8" X 3
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 2017 (6TH 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 C, RISK CATEGORY 1.
CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IM[M EDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS
MICHAEL THOMPSON
4401 VINELAND ROAD
SUITE A6
O 2811
�- P.E. # 47509
CA#3093
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