HomeMy WebLinkAboutPlot Plansy NEI A
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Alumirtum & Construction Engineering
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Screen Room ❑Sun Room ❑FiII In
❑Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed)
R✓ Car Port ❑ Patio Cover
QOther:
JAW& JRMIGir\A:...7—dNwEI vaallYa1u •.:ufAIirwwII
6120 : lades cutoff road
Pro�eat Address. 9
City fort' alrce:fl. 34982:
❑Commercial ❑ S
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Contractor Name:surfside aluminum and screens
*Address: 1055 19th street s.w.
*City: Vero beach
'Zip Code: 32962
*Phone/Fax: 772-521-6204
Email: dnagle27@gmail.com
�:11-15-2020
Choose tine 0 Mail ❑ Pick Up ❑ E-File ❑ Fed Ex/UPS* 3 # of Copies
❑ Single PDF
0 Each Page Separate
*(For FedEx option go to www.aluminumscreendesian.com and provide FedEx/UPS account #)
P"aymentE OCheck R Credit Card`
*(For Credit Card option go to www.aluminumscreendesign.com to pay by credit card)
Engineering prepared by:
Engineer: Michael Thompson, MSc, P.E. (P.E. # 47509)
4401 Vineland Road- Suite A6 Orlando, FL 32811
Offiee:888-607-0747 or 407-734-1470 cell: 407-721-2292
Project Manager Paul Thomas 386-479-9504 Fax: 888-923-8181
Email: aluminumscreendesionna.yahoo.com
Website: www.aluminumscreendetign.com cAnosm
A
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,l {roe, ' ,v, N{ayl SCREEN M, Ww
Aluminum & Construction i ngineerin..g
`mateiNmd Speed (rr�phj 150
Roof Type: " Insulated Pan Roof
Roof Connecting to:DGutter HFascIaHBIock Wall Conventional Wall
Front Wall: Uprights X Top Plate X Bottom Plate X
Chair Rail X
Side Wall: Uprights X Top Plate X Bottom Plate X Chair Rail X
Kick Plate
Pooh AO*00/Cage
Roof Type: dome ❑ Gable ❑Mansard/Hip ❑ Shed/Slope
Roaf-Connecting to: ❑Gutter ❑FasciaJ❑Block-Wale❑Conventionai�iilaU—❑-Riser-
Roof Beam: Beams X Uprights X Purlin X Chair Rail X
Front Wall: Beams X Uprights X Purlin X Chair Rail X
Side Wall: Beams X Uprights . X Pu. rlin X Chair Rail X
Car PrflPatlo Dover:
❑ Roof Type: 0 Insulated ✓❑ Pan Roof
Roof Connecting to: ❑Gutter ❑ Fascia ❑✓ Block wall
Beams 2 X4 Post 3 X3
Kick Plate
❑Conventional Wall ❑ 4t' Wall
9--,- ete:.
❑✓ Existing ❑New 4" w/6" Thickened Edge []Pier X X
❑ Ribbon Footer X With. # Rebar
❑ Pavers with Footer X With # Rebar
Other: exiting carport fixing damaged 3x3 post
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.
Engineer: Michael Thompson, MSc, P.E. (PE#47509)
4401 Vineland Road Suite A6, Orlando, FL 32811
(CA#30930)-Ph 407-734-1470/Fax 407-734-1790
ALUMINUM SCREEN DES IGN
EMEASDAivminum S, Cobsjructlan Engine"e ing
�Au�
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
stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction.
Desien Codes:
Florida Building Code 2017 (6' Edition)
Aluminum Design Manual 2015
ASCE 7-10
Desien Loads:
Pursuant to FBC Chapters 16 & 20
Ultimate Wind: -150 MPH (FBC Table 2002.4) (45 pso
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.
Desien 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
E
®` ALUMINUM SCREEN, DESIGN
`E . Aluminum 8 Co'nsicucticn En:gtnee;i.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 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 roofmg 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 't/a" tapcons a minimum embedment of 1 1/8" and 2 '/" 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 %"
Reinforciniz Steel:
Conform to ACI 318 and 315, Latest edition
All reinforcement steel shall be ASTM A615 Grade 60.
Smooth_dowels& _ties.shalLbe_AS.TM_A185
Welded Wire Fabric shall be ASTM Al85 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
W
&MM SCREEN DESIGN
min""AS.Aluminum 9. Ccr.s_trucUrn Env neeri.r€g
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
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"
il'-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 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'.
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. 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.
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
REVIEWED FOR
BODE COMPLIANCE
S T. LUCIE COUNTY
DOCC
Pon rav Ord V 06j,
t^,
Zy'3
B �Ltl
�, ����n�
ST. LUCIE � .�,
4 In the event of a cor>f}ict in member sizes shown on
BL-71y € aTef the plans and the general notes, the contractor must
DA '�
t� �� utilize the more stringent member site requirements.
ELEC- , '� � Engineer: Michael Thompson; P.E. 475091CA30930
DATE �� n9� P
PLUM' _ _ `
DATE. FMECH:A DATEJ i e
j
ALUMINUM SCREEN DESIGN
ROLL FORM GUTTER IS ATTACHED TO
3" PAN ROOF WITH #10 1" 6" FROM ENDS 24"
ROOF`IS ATTACHED -TO SUPPORT ---
BEAM WITH (4) #10 1" PER PAN
ANGLE FROM 3X3 IS ATTACHED
TO TO CONCRETE WITH (2) 1/4" X 2"
TAPCONS PER SIDE TYP. ((2) 1/4" X 5"
TAPCONS IF THRU PAVERS)
((2) #10 2" IF TO WOOD DECK)
3" C CHANNEL IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" T.
6" FROM ENDS 24" O.C. & TO 3" PAN ROOF WITH (4) #10 1" PER PANNEL
ROLL FORM FASCIA IS
ATTACHED TO PAN ROOF
WITH #10 1 6" FROM
ENDS 24" O.C.
3X3 POSTS ARE ATTACHED
TO 2X4 BEAM (2) 3/8" X 3 1/2"
3X3 POST IS ATTACHED TO
ANGLE WITH (2) 3/8" X 3-1/2"
(OPTIONAL) BEAM TO WALL CONNECTION
_2X2 RECIEVING CHANNEL IS ATTACHED
-TO BEAM WPI'H I LESS 910 1" THEN
-BEAM SIZE & INTO STRUCTURE WTI'H
-(4) 2-I/4" X 1/4" TAPCONS, (4) 910 2" IF
TO WOOD OR ALUMINUM STRUCTURE
ALLJMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
IS 6005-T5
ALLrMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 11 1/8" CO CLRETE EMBEDMENT DEPTH 4401 VINELANI3 ROAD
@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6111 EDITION) SUITE A6
PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH ORL O, FL 32811
FAX: E: 40 -734-1 (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. ' #- 47509
DIFFER CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DR FROM CONSTRUCTION PLANS A#3 O93 0
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