HomeMy WebLinkAboutSCREEN ENCLOSURE PLANSCONTRACTOR: THE PORCH FACTORY
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 2010 Florida Building Code, specifically Chapter 16 Structural Design,
Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the
Aluminum Design Manual prepared by The Aluminum Association, Inc.
Washington, D.C., 2005 Edition
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5:
Risk Category 1.
2. 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: VMT =150 MPH, VASD = 116 MPH
3. Exposure Category, Paragraph 1609.4.3, C
4. Building Category for Aluminum Structures, Paragraph 2002.6:
Building Category I -Screen Enclosure / Screen Room: Non -Habitable,
Unconditioned
Foundation Design
Existing concrete. No additional concrete footing or slab is required to resist
the loads imposed upon the existing slab by the proposed construction if the
existing slab is a minimum of 4" thick and in sound condition, free from
structural cracking, spatting, or other deterioration.
Specifications
The following specifications are applicable to this project:
L Where concrete specifications are required, whether in the screen enclosure
scope or not, by one or more regulatory agency, the following specifications
are applicable:
a. Concrete shall conform to ASTM C94 for the following components:
i. Portland Cement Type I, ASTMC 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining+/-1%-ASTM C 260
iv. Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than 5".
Water added after hatching is not permitted.
d. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts I, 2, and 3 including hot weather
recommendations.
e. Moist care or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aluminum components embedded within concrete shall be mated
with a bituminous paint or epoxy.
2. Aluminum extrusions shall be 6005 TS Alloy
3. Fasteners are required to be SAE Grade 2 or better zinc plated.
4. All Self Mating Beam Sections are to be stitched with either #14 screws 6"
from ends and 24" center to center or # 12 screws 6" from ends and 12" center
to center.
5. The minimum nominal thickness of protector panels (kickplates) shall be an
industry standard of 0.024 inches.
6. Screened enclosures containing swimming pools shall comply with the
applicable requirements of FBC R4101.17 Residential Swimming Barrier
requirements.
7. Screen material shall be 18/14 screen. unless approved by Suncoast
Architecture & Engineering, LLC.
8. Door location shall be determined by contractor in the field.
9. 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.
10. All flashing and weatherproofing shall be provided by the contractor.
11. Design shall be based upon "PINNED" upright analysis unless approved
by Suncoast Architecture & Engineering, LLC
Roof Type
• Roof Type: MANSARD / MONOSLOPE
• Roof Material: 3" x 48" x 0.024" composite panel Elite 2000, 1.0 density
foam, Florida Product Approval Number FL 7561-R2.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
>I-8'-0"---4
0
M
ST. LUCIE COUNTY BT3 LD DMSTO.
REWENVED FOR CO L
REVIENVE���] Y
DATE _ U Y
PLANS TT MUST BE IKPT ON SOB
10'-0" 16' 6'p OR NO INSPECTION M, BE MADE.
57
A-4
(TYP)
3"X48"X0.024"
.o COMPOSITE
PANEL
1 X2 TYP
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DATE DRAWN
11/07/13
SHEET NO:
A-1
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x2: 2"x 2"x 0.046"
2 x 3: 2" x 3"x 0.050"
2x 4: 2"x 4"x 0.050"
2x 5: 2"x5"x 0.050"
OPEN BACK SECTIONS
I x2: 1"x2"x 0.040"
I x 3: 1" x 3" x 0.045"
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
2 x 3 Snap: 2" x 3"x 0.050
2 x 4 Snap: 2" x 4" x 0.045"
SELF MATING (SMB)
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
2 x 6 SMB: 2" x 6" x 0.050"x 0.120"
2 x 7 SMB: 2" x 7" x 0.057"x 0.120"
2 x 8 SMB: 2"x 8" x 0.072" x 0.124"
2 x 9 SMB: 2"x 9" x 0.072" x 0.124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
M INNIUM FASTENER EDGE DISTANCE: 12"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SIM4PSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS ISMS):
TTW / BUILDEX OR EQUIVALENT
MEMBERSIZE
EDGE'C
2X4
2X5
1'
2X6-2X10
I&
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU BEAM
W/ (3) #10 x 1 12'
1"x FASTEN TO EAVE RAIL
W/ p10 x 1 1/P" 6" FROM
UPRIGHT_& 24" O.C.
(I) l2" DIA x 2 12" THRU BOLT
W/NYLOCKJAM NUT -IN LIEU
OF NYLOCK JAM NUT, JAM NUT
W/ THREADLOCKER MAY BE USED
nii
2"x_SMB BEAM NOTCHED
OVER UPRIGHT
(SEE A-1 FOR SIZE)
2"x_SMB URIGHT
(SEE A-1 FOR SIZE)
INSTALLATION REOUIREMENTS:
BOLT IS TO BE INSTALLED AS TO
NOT DAMAGE BASE MATERIAL
DO NO OVER TIGHTEN.
PATENT PENDING
UPRIGHT TO BEAM CONNECTION
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SCALE: NTS
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SIDE VIEW 212" x 11W x(GI RT OR PURLIN I '
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OR UPRIGHT DEPTH 4a-)
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(2) 3/B" DIA CONCRETE MAY BE USED U La
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TIGHTEN TO CONTACT -DO NOT
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FRONT VIEWLLI
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PLACE WASHERUNDERCORNER
SCREW FLANGE TO OVERLAP UPRIGHT z W o CC g
IN GUSSET CORNER (d' p
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OR
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B 1. GUSSET DIMENSIONS ARE MINIMUM (2)
REO'D- (1) EA SIDE OF BEAM -MAY BE
INTERNAL OR EXTERNAL. DRAWN BY
2. AS BEAM SIZE CHANGES, ADD OR EB
SUBTRACT SCREWS TO MAINTAIN 1 114" DATE DRAWN
Cr SPACING.
3. GUSSET LENGTHS REMAIN CONSTANT, 11/07/13
WIDTHS CHANGE TO MATCH BEAM SIZE. REVISION
�E F LOPED PURLIN CONNECTION DETAIL
(_ ATYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL - RIGID MEDIUM q_2 SCALE: NITS e
A_2 SCALE: WE
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CONTRACTOR TO VERIFY
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SUB FASCIA SHALL BE
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TAILS - COUNTERSINK
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PREVENT SPLITTING.
H-1 CABLE CONNECT NS 10
B-1 3" x 3" POST TO CONCRETE CONNECTION DETAIL
A-3 SCALE: NTS
A-3 SCALE: NTS
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WOOD:
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FROM GIRT &Q 12"O.C.
INTO BEAM THRU GUSSET
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CONTRACTOR SHALL RUN
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2•x2'OR2X3•HOLLOM/
1/4' THRU BOLT TO ATTACH
112 W/NYLON WASHER&
PERIMETER FRAMING
DRAWN BY
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SECTION GIRT
STAINLESS STEEL NUT
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DATE DRAWN
rxz
11/07/13
REVISION
(4) #12 EA MEMBER
-
DETAIL #1
B
SHEETNO:
C-1 1X2 TO HOST STRUCTURE DETAIL
H-3 pOF BRACING CONNECTION DETAIL
I--I-Z CABLE CONNECTION AT CORNER
A_3
SCALE: NTS
SCALE: NTS
A-3
A-3 SCALE: NITS
A-3
#,BEAM
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No.7 637
(1)315^x 4"LAG SCREW
0
(4)#12x4"W/NEOPRENE
FACED
INTO EXISTING RAFTER
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COMPOSITE PANEL
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INTO BEAM EHSIDE 8(4) I
#14 x2AM THRU ANGLE I
INFO BEAM
3"x48°x 0.024 COMPOSITE
CONTRACTOR TO VERIFY
CONTRFASCIA CTORT VERI d"F
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SUB FASCIA LENGTHEN
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PRE -DRILL W/WDRILL TO
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PREVENT SPLITTING.
S-i STANDARD ROOF PANEL CONNECTION TO GUTTER
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6" MAX EACH SIDE OF POST
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DATE DRAWN
ANCHORED TO CONC W/ IW .
AND 24"O.C. MAX
CONCRETE SCREWANCHOR
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11/07/13
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W MAX EACH SIDE OF POST
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REVISION
AND 24"O.C. MAX 6^
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-
S-2 COMPOSITE ROOF TO CARRIER BEAM ROOF BEAM DETAIL
FRONT VIEW
A-4 SCALE: NTs
8
FRONT VIEW
DJDOOR
JAMB TO CONCRETE DETAIL
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SHEETNO:
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