HomeMy WebLinkAboutEngineering and Plans 5812 Myrtle DrDALUMINUM SCREEN DESIGN
--
Aluminum 8.Construction Engineering
types:gscreen Room Elsun Room C]Fill In
Pool Screenlcage (Non-Removable Screen —Designed to withstand actual Wind Speed)
Dcar Port D Patio Cover
lj0ther:
Eiflonistandard EiRevi§ion Cicommercial D§75.00 grush Fee
*Contractor Name:Affordable Screen Rooms Company
*Address;313 NW Aurora Street
*City;Port St.Lucie
*Zip Code:34983
*phone/Fax;PH (772)626-4495 FAX (772)673-3338
*Emai|;RAY@ASRC.US
*choose;one:Dmail Dpick Up ME-File DFed ExlUPS*#of CopiesSinglePDFElEachPageSeparate
*(For FedEx option go to wwwaluminumscreendesign.com and provide FedEx/UPS account #)
Date:
*Pajiment:Dcheck Eicredit Card*
*(For Credit Card option go to wwwaluminumscreendesign.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
Office:888-607-0747 or 407-734-1470 Cell:407-721-2292
Project Manager Paul Thomas 386-479-9504 Fax:888-923-8181
Email:aluminumscreendeslan@yfi1oo.com
Website:wvvw.a|uminumscreendesiqn.com CA#30930
DALUMINUM ISGREEN DE-':$l(C-EN
--
Aluminum 8.Construction Engineering
*Ultimate Wind Speed (mph):[5 0 Exposed Category:C Risk Category:1
M Screen Room El Fill In ljsun Room (Window Type Dvinyl or l:)Glass)
Roof Type:Insulated D Pan RoofRoofConnectingto:DGutter Fascia :]Block Wall Dconventional Wall Elm“Wall Dmser
FrontWalI:Uprights 3 x :|Top Plate 3 X3 Bottom Plate _Lx Z ChairRai|3 x 3
sidewall:Uprights _Lx_Li_Top Plate
Ax;
Bottom Plate _Lx_2;Chair Rail
LxLKickPlate;£”_
Poollscreenlcage :
Roof Type:Ebome D Gable D Mansard/Hip D Shedlslope
Roof Connecting to:E]Gutter E]Fascia E]Block Wall |:]Conventional Wall [:1 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 Purlin X Chair Rail X
Kick Plate
__Dear PortIPatio Cover:
D Roof Type:D Insulated
'
D Pan Roof
Roof Connecting tO:|:|Gutter D Fascia DBlock Wall [jconventional Wall Deb Wall
Beams X Post X
Concrete:
%Existing DNew 4”wI6”Thickened Edge D Pier X X
Ribbon Footer X With #Rebar
D Pavers with Footer X With #Rebar
Other:
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 407-734-147OIFax 407-734-1790
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
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 2017 (6th 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 psf)
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 l oad 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 sig nifies 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 shal l 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 w ithout 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 i mmediately 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
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 ¼” tapcons a minimum embedment of 1 1/8” and 2 ¼” 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 constructi on.
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 ¾”
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
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
prior to ordering materials, fabrication and/or construction.
150 MPH
PRIMARY BEAMS & COLUMNS-SCREEN & PATIO ROOM ENCLOSURES ROOF PANELS
Beam-Size
Max Beam
Span & Max
Column
Spacing Column-Size Max Column-Height Pan Roof Span
Insulated Roof
Span
2 X 3 6'-0" 2 X 3 7'-0"
3" Spans 11'-
5" 3" Spans 12'-9"
2 X 4 8'-0" 2 X 4 7'-0" 6" Spans 16'-11"
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 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.
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.
eat 2 of 3 (Sketch of Survey)-See Sheet 3 of 3 for Legal Description.Certifications,Property and other Survey related data.SURVEY IS NOT COMPLETE WITHOUTALL SHEETS
BEARING REFERENCE:E
CENTER LINE OF MYRTLE DRIVE AS N.00°00'00"W (NORTH ).
ALL BEARINGS SHOWN HEREON REFERENCED THERETO.
3
SCALE:1"=30'
V
’
,
AERMLPHOTOGRAPH
(MAYNOTSHOWLATESTIMPROVEMENTSJ
{NOT-TOSCME)
LOT :6BLOCKS!I
(EAST).5 5
I
H o t O O
3000'
i9é3t”R£J§
.25
?33‘§°‘?§3"§t
1’
$4
3
'
I W”
NAIHDISC
’
'H‘‘5M
____
o "‘Row
0 \;_
T
L
‘
__8'
V?-0-
.A
I
3
44 O2
34.00 “Q35 I
u_|g _E
>
|53
1
0'3
g as "'\04 §5‘A 3 ~.
75
E
I
EQ35E‘8 '—25‘BUtLDtNG—-t E m ~
&%
"8>
~—
Z .
LL_t «ta E;2 23 SETBACK COVERED E ONESTORY 8.8
O5fAFN"K°
3
LOT 37
___,5
529
V
<23
T;
‘
RESIDENCE#554 2 9:I BLOCKGI
|—
‘.9
6 ..
>‘CONCRETE‘~o BMW "§E
E
DRIVEWAY
§
1 E0:
8
35.90 “'0'47.00
"‘
m
I ~
C
./t
/2
I
2 JFOUNDUPI0/-“w/'
’
9'=0-~2.l‘IN
00:j——2
H
‘‘n /r——n n'Tu n n u
‘I
j
‘
wM jgg§lDK5/5
[E 5 90°00'00"w l25.00‘(F¢M)5'7 mum I/2
'I
S (wfgy
)
3
Q
IRON ROD
A
o".5 005510.05 E
§
LOT Ia ON LINE
.BLOCKGIU7
5.w.CORNER
0 OF BLOCKGI
Matted Easements,Notable onldverse Cfifions (unplatted easements also listed if provided by client}:IF A ""l’
‘Y-'
UNES SHOWN HEREON AND THEIR RELATIONSHIP TO THE BOUNDARY UNE
-NONE FOUND
This survey has been issued by the iotlowing Landtec Surveying office:mseuors:SUBJECTPROPERTYISSERVICEDmuaucununzs.600 Fairway Drive
'Sta 101 NOAPPNOVALFORCONSTRUCTIONHASBEENNADEBYTHISOFHCE E ADeerfieldBeach,FL.33441 JobNumber:91341-sE 0
Office:(561)367-3587 Fax:(561)465-3145 OW mmWWW-I-3ndt9CSUTV3Y-00m DateofFietd Work:as/21/2015 Rev.:|_|cENsE|)ausmEss#goo7 -'”"“~““’”‘5'“W”-’
ALUMINUM SCREEN DESIGN
MICHAEL THOMPSON
4401 VINELAND ROAD
SUITE A6
ORLANDO, FL 32811
P.E. # 47509
CA#30930
ALUMINUMSCREENDESIGN.COM
ALUMINUMSCREENDESIGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
DESIGN STATEMENT
HINGE LOCATIONS
30" to 36"
2X2 POST .046 OR GREATER
2 HINGE DOOR
EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C.
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
1X2 IS ATTACHED TO BLOCK STRUCTURE
WITH 2-1/4" X 1/4" TAPCONS 6" FROM
ENDS 24" O.C.
3" INSULATED ROOF IS ATTACHED TO
ALUMINUM STRUCTURE WITH #10 4"
6" FROM ENDS 24" O.C.
EXTRUDED FASCIA IS ATTACHED TO
3" INSULATED ROOF WITH #10 1" 6"
FROM ENDS 24" O.C.
EXTRUDED GUTTER IS ATTACHED TO
3" INSULATED ROOF WITH #10 1" 6"
FROM ENDS 24" O.C.
1X2 IS ATTACHED TO FRONT WALL
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) #10 1" PER CLIP OR
BLIND CLIPPED WITH (4) #10 1" PER CLIP
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) #10 3",
CAPRI CLIPPED WITH (4) #10 1" PER CLIP
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
ROOF IS ATTACHED TO FRONT WALL
WITH (4) #10 4" PER PANEL
2X4 FRONT WALL UPRIGHTS
2X3 CHAIR RAIL
2X3 SIDE WALL TOP PLATE
2X3 FRONT WALL TOP PLATE
(OPTIONAL) KICK PLATE IS ATTACHED TO
STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C.
3" C CHANNEL IS ATTACHED THRU FASCIA INTO RAFTER TAILS WITH #10 2" 6" FROM
ENDS 24" O.C. & TO 3" INSULATED ROOF WITH (6) #10 1" PER SIDE
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 IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS
2X4 SIDE WALL UPRIGHTS
2" X 2" X 1/8" ANGLE IS ATTACHED TO
UPRIGHT W/ (2) #10 1" & INTO CONCRETE
W/ 2-1/4" X 1/4" TAPCON
1X2 IS ATTACHED TO CONCRETE WITH:
2-1/4" X 1/4" TAPCONS OR 5" X 1/4" IF THRU PAVERS
OR #10 2" IF TO WOOD DECK 6" FROM ENDS 24" O.C.