HomeMy WebLinkAboutPROJECT INFORMATIONi
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SCANNED
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r-lScree Room/Sun Room/Fill In St Lucie County
❑Pool Screed/Cage (Non-Removable'Screen — Designed to withstand actual Wind Speed)
❑Car Port
Patio Cover
❑other:
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*U Standard ❑Non Standard 011evision UCommercial ❑ $75.00 Rush Fee
Project Address: 4018 GREENWOOD DR
*City: FT PIERCE Date:.08 MAY 18
*Contractor Name: EDEN SCREEN & CONSTRUCTION CO., INC.
*Address:1997 SE ESERBROOK ST
`City: PORT ST LUCIE j
`Zip Code: 34983 !
*Phone/Fax: 772-216-6171
Email: EDEN68@AOL.COM
*Choose One:® trail ❑ Pick !gyp ❑E-File ❑Fed Ex* 3 No of Copies
�X..For FedEx option go to wwNv alumiilunisereendesign.com and provide Fed.Ex account )
* ,Payment:, OCheck M Credit Card
*(For Credit Card option go to.,\yw A, altunzinuznscreendesi�n.conl to pay by credit card)
Engineering prepared by: j
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Engineer: Michael Thompson; MSc, P.E. (P.E. # 47609)
4401 Vineland Road- Suite A6 Orlando, FL 32811
Ofiice:407-734-1470 Cell: 407-721-2292
Project Manager Paul Thomas 386479=9504 Fax 888-923-8181
Email; aiuniinums_reendeeiagITIL4lsoo.win
Website: www.alut-ninumscreendesign.com CA#30930
ST. LLTC£E cJUlYT7r BUILD , ?-T' i
REVIEWED FOR C'ViPL �T
REVIEWED BY
DATE 572t a
]PLANS AND PERMIT MUST E KEPT
OR NO INSPECTION WI% E AM=.
THESE PLANS AND ALL PROPOSED WORK
ARE SUOJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH A.I. AAPLICADIJ CODED. 4
I CONCFALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTPIACTOR OF RECORD
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=nsujiate
R Fascia F 1Block Ol�iiall rj�nve�etlonal Wall ❑ 4� wall
prights 3"t2" X3°15„ Top Pate 2" X$" . Kick Plate
n Dome nGalble nMansard 0$h,edtSIope
F] Gutter nFConventional Wall
Beams X Uprights X n X Kick Plate I
far Post:
❑FInsulated ❑Pan Roof
Gutter ❑Fascia ❑dock wall ❑iconventional Wall ❑ e Mall
Beams X Post, 1 X.
Patio Gwen
F Insulated ❑Pan Roof
Gutter [Fascia ❑dock Wall ❑Conventional Wall [] 4th Wall
Beams X Post X
Concrete•
® Existing ❑ New: 47'Siab nPier ❑Ribbon Footer X
Pavers [16" Thickened Edge
Other: 44".EXISITING NOM SLAB. 3"X3"X.093 POST IN THE FIELD AND 2"X5" SMB IN SCREEN
WALUCARRIER BEAM.
Note: In the event that there is a.confiict 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
construdon.between the plans and the general notes, and design standard.
Engineer: Michael Thompson; MSc, P.E. (PE#47509)
4401 Vineland Road Suite A6, Orlando, FL 32811
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IN SCREEN DESIGN
_EI - mm A S DA'uminurn I i,onsirvcti.cn Enginee.0ing `r
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 utilizerthe more,
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, fl
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
"1 1 DESIGN
e) Dlurn)nurn w. C:;rsiruciinn E'n:gineer?ng � ((�
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.
For bottom plate and column base, secure with ''/4" tapcons a minimum embedment of 1 1/8" and 2 '/4" 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
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 3/4"
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.
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
E AALUMINUIAI SCREEN DESIGN
DA!urrOnum & G-artsirvetinn E.n;ginee.ring
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. , -
Beams & Uprights:
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 z
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
61-01
1 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 l'-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.
Edge Distance:
Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer.
Vinyl, tempered glass, and acrylic panels:
Vinyl, tempered glass, and acrylic panels shall be removable. Removable panels shall be identified as removable by
a decal. The identification decal shall essentially state "Removable panel SHALL be removed when wind speeds
exceed 75 mph (34 m/s)." visible when the panel is installed.
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
EDEN SCREEN 772-216-6171 EDEM68 �Aib OL.CQE�Jf JOS: KEPFER, 4018 GREEN�/OOD DR, FT PIERCE, FL 94982 140MPH EXP C
99
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in the event Of a aontiiht in member sizes
sie ahown on
must
the plop and the flenerel nOW51
i ent member size requirements.
utilize the more ..�
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KTRUDED FASCIA IS ATTACHED TO
'INSULATED ROOF WITH #10.1" 6"
ZOM ENDS 24" O.C.
3X3 POSTS ARE ATTACHED
TO 2X8 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.
ROOF IS ATTACHED TO GUTTER GUTTER IS ATTACHED TO FASCIA
WITH (4) #10 4" PER PANEL �' #10 2" 6" FROM ENDS 24" O.0
3" INSULATED ROOF IS ATTACHED TO
ALUMINUM STRUCTURE WITH 910 4"
6" FROM ENDS 24" O.C.
UPRIGHTS ARE ATTACHED WITH:
2X2 TOP PLATE BLIND SCREWED WITH (3) #10 3",
CAPRI CLIPPED WITH (4) #10 1 PER
BLIND CLIPPED WITH (4) #10 1" PER
CHAIR RAIL IS ATTACHED TO UPRIGHTS
WITH EITHER:
BLIND SCREWED WITH (3) #10 3" OR,
CAPRI CLIPPED WITH (4) #10 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
IX2 IS ATTACHED TO BLOCK STRUCTURE
WITH 2-1/4"-X 1/4" TAPCONS 6" FROM
ENDS 24" O.C.
2X3 CHAIR RAIL
1X2 IS ATTACHED TO CONCRETE
WITH 2-1/4" X 1/4" TAPCONS
(5" X 1/4" IF THRU PAVERS)
6" FROM ENDS 24" O.C.
DESIGN STATEMENT MICHAEI THOl�'Il'SON
1.046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD
PROVIDE M 41MUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH
�, _ S'(TITE l�6
D IN H EDITION)
u O EN SOTRUCTURES D SHALL WANCE TO MEET THE ITH STDT�OI T4AHEEE 017 WIND SPEEDS OF 150 MPH ORLANDO, .rL 32811
PH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. 947509
IS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION D CONSTRUCTION
?R IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS,A#3 093 0
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