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�A ENERS OR ATTACHMEM THESE P GIs �►�'p K ' i:d ►�RK
OE THE RESPONSIBILITY OF THE `11 ARE SUBJECT TO ANY CORRECTIONS it
*.Plan Types nNiPA�T�R �� ���9R ,REQUIRED BY FIELD INSPECTORS THAT
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�/ Screen Room SE IvECSS'�RY 6�9 ORDER TP.
COEIPLYW H-�',I`ARPUCA R COLES,
Pool Screen/Cage (Removable Screen - Remove scr-een-When-wind-sp'eed'exceeiis'79' MPH)
Pool Screen/Cage (Non -Removable Screen — Designe o�.�►ithst dactual Wind Speed)
Car Port s,. T u c� r DING DMISION1
❑Patio Cover REVI-'WED T, OR L CE
vr�s.,r
Other: DAT z
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OR NL?, LA'S '�C` ,101`l WILL BE Y16DE. a
*Reference: Schwartz NewO Revision ❑ Date: 7/18/2017
*Project Address: 445 Nettles Blvd
*City: Jensen Beach FL 34957
*Contractor Name: Coastal Aluminum Construction, Inc.
*Address: 496 S. Market Avenue
*City: Fort Pierce, FL
*Zip Code: 34982
*Phone/Fax: 772-468-0288
*Email: tinman2287gatt.net
*Choose `Ones Mail❑/ Pick Up[:] Fed Ex*❑ 3 No of Copies
*For Fed Ex option got to www.aluminumsereendesign.com and provide FedEx account #)
*Payment Check❑ Credit Card *Q
*(For Credit Card option go to www.aluminumscreendesi_qn.com to pay by credit card)
Engineering prepared by:
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
*Ultimate Wind', Speed (imph) 150 i Exposed Category C Risk Category,
Screen Room:;
Insulated Pan Roof ❑
Fascia ❑ Wall: Block❑ Conventional ❑✓
Uprights 3 x 3 Top Plate 2 x 6 Kick Plate
,Pmoolx�ScreenlC
Dome ❑ Gable❑
Gutter❑ Wall: Block❑
Beams x Uprights
Mansard ❑
Conventional ❑
x Purlin x
Insulated ❑ Pan❑
Fascia ❑ Wall: Block ❑ Conventional ❑
Beams x Post x
Patio Coy
Insulated❑ Pan ❑
Fascia❑ Wall: Block❑ Conventional❑
Beams x Post x
"Concrete;,
Existing New: 4" Slab❑ Pier❑Ribbon Footer x
Other:
Poly Roof Screen Room on Existing Wood Deck. 4th Wall Construction
Pavers❑
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.
ASLUAMN SCREEN Si g ..,..
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General Notes & Design Standards
(Screen 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 2014 (51 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 psj)
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
rnAIUM num _: Gon.s.tructirb P'J ®TY
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 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.
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
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 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 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 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
4
ASD. ALUMMUM SCREEN DESIGN-
AluminUm A Consjrucllcn E.ngtnee.ri.t 0
Beams & Uprights: File Copy
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 BEAMS & COLUMNS -SCREEN & PATIO ROOM ENCLOSURES
ROOF PANELS
Max Beam
Span & Max
Column
Insulated Roof
Beam -Size
Spacing
Column -Size
Max Column -Height
Pan Roof Span
Span
3" Spans 11'-
2 X 3
6'-0"
2 X 3
7'-0"
5"
3" Spans 12'-9"
6" Spans 16'-11"
2 X 4
8'-0"
2 X 4
7'-0"
2 X 5
9'-6"
2 X 5
8'-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'.
Purlin•
Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall
not exceed 7'-2".
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.
Edge 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
ALUMINUM
SCREEN
TRUDED FASCIA IS ATTACD
DESIGN 3�
&
INSULATED ROOF WITH # 0011' 6T0
6" FROM ENDS 24" O.0 TO 3"
FROM ENDS 24" O.C.
EXTRUDED GUTTER IS ATTACHED
3" INSULATED ROOF WITH #10 1" 6"
FROM ENDS 24" O.C.
ROOF IS ATTACHED TO FRONT WALL
WITH (4) 910 4" PER PANEL ,
2X2 POST .046 OR GREATER
2 HINGE
HINGE LOCATIONS
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 1" 6" FROM ENDS 24" O
3X3 POST IS ATTACHED TO
BRACKET WITH 13/8" X 3
1/2" CARRIAGE BOLTS
BRACKET FROM 3X3 IS ATTACHED
TO WOOD DECK W/ #10 2" TYP.
ALUMINUMSCREENDESIGN. COM
ALUMINUMSCREENDESIGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
3X3 POSTS ARE ATTACHED
TO 2X6 BEAM 2 3/8" X 3 1/2"
CARRIAGE BOLTS TYP.
1X2 IS ATTACHED TO 3X3 POST
WITH #10 2" 6" FROM ENDS 24" O.C.
CHAIR RAIL IS ATTACHED TO UPRIGHTS
WITH EITHER:
BLIND SCREWED WITH (3) #10 3" OR,
CAPRI CLIPPED WITH (4) 910 1" PER CLIP OR
BLIND CLIPPED WITH (4) #10 1" PER CLIP
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) #10 2" OR,
CAPRI CLIPPED WITH (4) #10 1" PER CLIP &
BLIND CLIPPED WITH (4) #10 1" PER CLIP
DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH
4TH WALL STRUCTURE WITH 910 2"
1SULATED ROOF WITH (6) #10 1" PER SIDE
3" INSULATED ROOF IS ATTACHED TO
ALUMINUM STRUCTURE WITH #10 4"
6" FROM ENDS 24" O.C.
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) #10 3",
CAPRI CLIPPED WITH (4) #10 1" PER
BLIND CLIPPED WITH (4) #10 1" PER
1X2 IS ATTACHED TO 4TH WALL STRUCTURE
WITH 2-1/4" X 1/4" TAPCONS 6" FROM
ENDS 24" O.C.
1X2 IS ATTACHED TO WOOD DECK _
W/ #10 2" 6" FROM ENDS 24" O.C.
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
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
CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION C
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS
MICHAEL THOMPSON
4401 VINELAND ROAD
SUITE A6
O, FL 32811
P.E. # 47509
k.CA#30930
ALUMINUM SCREEN DESIGN
File Copy
3X3 POSTS ARE ATTACHED
(2 TO BEAM 2 3/8" X 3-1/2"
CARRIAGE BOLTS TYP.
@BRACKET FROM 3X3 IS ATTACHED
TO WOOD DECK W/ #10 2" TYP.
BRACKET FROM 3X3 IS ATTACHED
O TO CONCRETE WITH 2,2 1/4" X 1/4"
TAPCONS
ALUMIl1UMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD
ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH
@YAHOO.COMREQUIREMENTS (5TH EDITION) SUITE A6
OF THE F ORIDA BUILDING ODE FOR OP N ACND SEMI-O EN STRUCTURESS AND SHALL WITH SITAND4ULTIMATE WIND ORLANDO, FL 32811
PHONE: 407-734-1470 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. P.E: # 47509
FAX: 407-734-1790 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#3 093