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Design Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Ca4pnnr 9
Z. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VuLT=160 MPH
Exposure Category, Paragraph 1609.4.3 : B
Applicable Codes, Regulation and Standards
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structure, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,
- --2010 Edition
3. ASCE 7-10
General Notes:
1. The contractor shall verify all dimensions prior to construction
2. All work shall comply with all local and regional ordinances.
3. Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval.
Specifications
The following specifications are applicable to this projects :
1. Where concrete specification are required, whether In the screen enclosure scope
or not, by one or more regulatory agency, the following specifications are
applicable.
1.1. Concrete shall conform to ASTM C94 for following components:
1.1.1. Portland Cement Type 1, -ASTM C 150
1.1.2. Aggregate - Large Aggregate 3/4" max - ASTM C 33
1.1.3. Air entraining +/-1 % - ASTM C 260
1.1.4. Water reducing agent - ASTM C 494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall conform to:
1.2.1. Reinforcing Bars - ASTM A615, grade 60
1.2.2. Welded wire fabric - ASTM Al85
1.3. Concrete slump at discharge per chute not less then 3" or more than 5".
Water added after batching is not permitted.
1 A. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hot weather recommendations.
1.5. Moist cure or polyethylene curing permitted.
1.6. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. Concrete shall be placed over polyethylene vapor barrier.
1.8. All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
2. Aluminum extrusions shall be 6005 T5 Alloy.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plate to ASTM B633, or stainless steel series "300".
4. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from
end 24" on center or #12 screws 6' from end 12" on center.
5. Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 Residential Swimming Barrier requirements.
6. Door location shall be determined by contractor in the field.
7. When installing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous screen tracks or upright, the pavers must
be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure full
positive contact with concrete.
8. All flashing and waterproofing shall be provided by the contractor.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
Foundation Design: Existing 4" Slab
Existing concrete. No additional concrete footing is required to resist the loads imposed
by the proposed construction if the existing footing is in sound condition, free from
structural cracking, spelling, or other deterioration.
Roof Type
POLY
Screen Size
18114 MESH
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
SELF MATING BEAM (SMB)
THE PORCH FACTORY BEAM MRSI
2x2: 2'x2'x0.048'
2x4SMB: 2'x4'x0.044'x0.100'
3.75PFB: 2x3.75'x0.050•
2x3:2'x3' x 0.050'
2x6SMB: 2' x 5' x 0.050'x 0.100•
5.75PF8: rx5.75'x O.O5S
2x4; 2'x4'z 0.050'
2x8SMB: 2•x 6' x 0.050• x 0.120•
8.75PFB: 2'x6.75'x0.05T
2x5; 2'x5•x0.050•
2x7 SM8: 2"x7'x0.057•x0.120•
2x8SMB: 2 x8'x0.072'x0.124'
KB. KNEE BRACE
OPEN K SECTIONS
2x9SMB: 2'x8'x0.077x0.124'
1.24 1'x2•x0.040'
2x10SMB: 2'x10.0.092•x0.398'
1 x 3: 1'x 3'x 0.045'
MINIMUM FASTENER EDGE DISTANCE: 11T
SNAP SECTIONS
MINIMUM FASTENER SPACING: 3/4'
2 x 2 Snap: 2' x 2• x 0.045'
CONCRETE SCREW ANCHOR:
SHEET MATEL SCREWS(SMS):
2 x 3 Snap- 2' x 3' x OMW
2x4Smp: 2•x4'x0.045'
SIMPOSON TITEN HD OR EQUIVALENT RW BUODEX OR EQUIVALENT
EXISTING WOOD
4 x 4 COLUMNS
d-
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1-11 "1-11'
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE -AT -SLAB --
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL.
INSTALL PICTURE WINDOWS PER
MANUFACTURER'S REQUIREMENTS
+ 7'-4' -k
INSTALL HORIZONTAL WINDOWS PER
MANUFACTURER'S REQUIREMENTS
%-- INSTALL DOOR PER MANUFACTURER'S REQUIREMENTS
3" 0.032" ALUM. SKIN 1-LB EPS ELITE
FOAM CORE PANELS. (FL#7561.1) (TYP)
Window / Door Schedule
Type
FPA #
Manufacturer
Model
Building Pressure
Product Pressure
Swing Door
FL17379.3
EAS
Series'5000
+29.3/-38.1
+60.01-60.0
Picture Window
FL14608.3
EAS
Series FWI 2000
+28.6/-36.8
+60.0/-60.0
Horiz. Window
FL14610.4
EAS
Series 1000
+30.6/-40.9
+60.0/-60.0
REVISIONS
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REVISIONS
1/4" x 3" LAG SCREWS, 6" FROM END 8. @ 24" O.0
CONC.
1/4" DW. x 2 1/4' CONCRETE SCREW ANCHOR, 6"
FROM -END -B-@24"O.C.-- — -- -
1' X 3"
1" X 3" X 0.040" ALUM. RECEIVING
CHANNEL WITH #10 X 3/4" SMS @ 24"
O.C. EACH SIDE OF PANEL
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1/8' X 2" X 2" EXTRUDED ANGLE 5052 H-32 ALLOY
4) #14 X 3/4"SMS INTO DJ
I I 2" X 3" X 0.040" RECEIVING CHANNEL
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SIDE VIEW
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O O O 3/8' 0 CONCRETE ANCHOR WI I I _
�. .45 ^ 2-114" EMBEDMENT. SPACING IS 6" I
O :ti <`y�1^�' FROM END AND @ 16" O.C.
=•;c �:,, •`�,;i,.,.t;.,q. C. 2" X 3" X 0.040" ALUM.
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-COMPOSITE %•+ v' . •.�.;^ ;^'' RECEIVING CHANNEL
�•:C•:r :' —COMPOSITE PANEL SEE PLAN FOR
=: "':�•'~ INFORMATION
"X 3" X 0.040" ALUM. RECEIVING
CHANNEL WI H #10 X 3/4' SMS @ 24-
O.C. EACH SIDE OF PANEL
C-1 STRUCTURE CONNECTION TO HOST
A-2 SCALE: NTS
OPTION 1.
2" X 2" X 1/8" ANGLE WITH (4) #10 X
5/8" SMS EACH SIDE
CHAIR RAIL SEE PLAN FOR MEMBER
INFORMATION
COMPOSITE WALL PANEL:
SEE PLAN FOR
INFORMATION
C WALL PANEL ATTACHMENT
A-2 SCALE: NTS
0.040" X 1-1/8' X 2" X 1-1/8' RECEIVING
CHANNEL W/ (3) #10 X 3/4" SMS INTO
GIRT EACH FACE & (3) #10 X 3/4" SMS
INTO UPRIGHT
1" X 3" RECEMNG
CHANNEL FASTENED TO
CHAIR RAILWITH #12
SMS @ 12' O.C.
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FRONT VIEW
DJ-1 DOOR JUMB TO CONCRETE WIPAVERS DETAIL
p_2 /SCALE: NTS
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PLAN FOR INFORMATION
3/8" 0 CONCRETE ANCHOR ^,,�,;:.'Y:•;'� w) rL �..a
2-114" EMBEDMENT. SPACING IS 6' ; _may: �:••� °,.. y a.-
FROM END AND @ 16" O.C. k;;?••'; o �:'>•;�•?'ti+�r�•;'T."' 2" X 3" X 0.040" ALUM.
�:'; ^;' �'-" •'"`'-`s• RECEIVING CHANNEL WITH
-r't r,� may,...••. .... #10X3l4"SMS@8°O.C.
EACH SIDE OF PANEL
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B-1WALL PANEL BASE CONNECTION
p_2 JSCALE:NTS
1-111
RECEIVING CHANNEL WITH (4)
#14 x 3/4" SMS EACH SIDE INTO
BEAM
K 3" LAG SCREWS, 6"
END B@24"O.C.
DIA. x 2 114" CONCRETE
f ANCHOR, 6"
:ND 8 @ 24" O.C.
G2 BEAM TO HOST STRUCTURE ATTACHMENT
A-2 SCALE: NTS
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ADDRESS:
2530 Rainbow Drive
Fort Pierce, Florida
FLOOD ZONE "X"
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Boundory Survey
MIN. SETE
Not*: All Bearings a; D1etancc9R0NT
Are As Per Plat Unless SIDES
Noted Otherwise. CNR SIDES
Point of
Beglnnln
S89 54'40"W 180.00' (&
The Northam Moat 8.45:6
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rn V Wlre dr Wood
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73.3' ---IF Prorch i w 64.2'
2.3' — — J N� r
2—story
Wood Frame o
Residence /253o ed
73.0' 1 0' 2.0
Entnrv�o h A/C
Units
Concrete F.P.L
Driveway Meter
REQ.
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Point or Commencement
(7hs Nw1heast comer
of the North 375' of
the South Half of the
Northeast 1/4 of the
southeast 1/4 of Sect/o
5. Township 3e South,
Range 40 East)
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culrt N90"00'00"E 180.00 (Measured)
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50' Right —of —Way
Roinbow Drive
CERTIFIED TO:
LEGAL DESCRIPTION: WILLIAM J. WILCOX Imm JEANNE R.
The East 180 feet of the following described property: Beginning at the Northeast corner of the North WILCOX;
375 feet of the South Half of the Northeast Quarter of the Southeast Quarter of Section 5, Township FIDELITY NATIONAL TITLE INSURAN
36 South, Range 40 East, run West 35 feet to the Point of Beginning; from said Point of Beginning, COMPANY OF NEW YORK;
continuo West 358.4 feet to a point; thenco turn and run South 204 feet to a point; thence turn and MECHANIC MORTGAGE GROUP, INC-;
run East 358.4 feet to a point; thence turn and run North 204 feet to the Point of Beginning, Less and STANDARD FEDERAL I BANK WHOLESALE
excepting approximately the Northern most 8.45 feet thereof, released and conveyed by Guido Mesito MORTGAGE, ITS SUCCESSORS AND/OR
and Antoinette Mesito, his wife and others, to establish the Northern most boundary hereof, as set ASSIGNS
forth in instrument recorded in 0.11. Book 232, page 35', Public Records of St. Lucie County, Florida,
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O = Found 5/8" Iron Rod (No Cap)
M & B 5-36-40 — WILCOX
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