HomeMy WebLinkAboutBuilding plansCONTRACTOR: Southern Screen Solutions
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 7th Edition (2020) Florida Building Code, specifically Chapter 16
Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part 1-A
of the Aluminum Design Manual prepared by The Aluminum Association. and
the AAF Guide to Aluminum Construction in High Wind Areas.
3. ASCE 7-16.
Wind Loads
1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk
Category 1.
2. Ultimate Design Wind Speed: VULT = 150 MPH, Nominal Design Wind Speed:
VmD = 116 MPH.
3. Exposure Category, Section 1609.4.3: B
4. Screen Enclosure Section 2002A
Scope of Work:
Does not include analysis of existing structural components and cladding.
Foundation Design
New 10" x 10" footing w/(1) #5 Cont. 31" overlap at joints on 3" chairs and
poured w/ 2,500 PSI concrete. The foundations are based on a minimum soil
bearing pressure of 1,500 psf.
Specifications
The following specifications are applicable to this project:
1. 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 1,- ASTM C 150
it. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining+/- 1%-ASTM C 260
iv. W ater 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 batching is not permitted.
d. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2, and 3 including hot weather
recommendations.
e. Moist cure 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 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 plated to ASTM B633, or coated stainless steel series "300", or
uncoated stainless steel series "400".
4. Approved concrete screw anchors to be Simpson Timn-HD or equivalent.
5. 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.
6. Screened enclosures containing swimming pools shall comply with the
applicable requirements of FBC R4501.17 Residential Swimming Barrier
requirements.
7. Screen material shall be 18/14 screen unless approved by Florida Aluminum
Engineering, Inc.
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 waterproofing shall be provided by the contractor.
11. Use of these plums acknowledges and accepts a limit of liability not to
exceed design and engineering fee.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
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SIDE VIEW
21/2" x 118" x (GIRT OR PURLINWIDTH+1/2"x
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SCREW ANCHORS TIGHTEN TO CONTACT - DO NOT
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2" x SMB BEAM NOTCHED
OVER UPRIGHT
(SEE A-1 FOR SIZE)
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NOTE'.
SEE CALL -OUT BELOW FOR # OF SCREWS.
SCREWS SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY. DO NOT COUNT
SCREWS ON DRAWING
2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL
A_`) SCALE: NTS
2" x PURLINS ATTACHED
BEAM WMIN (4) #10 x 1 112":
\�2" x SMB UPRIGHT
(SEE A-1 FOR SIZE)
NOTES:
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1. GUSSET DIMENSIONS ARE
INSTALLATION REQUIREMENTS:
M-MINIMUM E
1) EA SII BEAM-MAV BE
SIDE
BOLT ISTO BE INSTALLED ASTO
INTERREQ'D L R
INTERNAL OR EXTERNAL.
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NOT DAMAGE BASE MATERIAL.
PATENT PENDING
2. AS BEAM SIZE CHANGES, ADD OR
DO NO OVER TIGHTEN.
SUBTRACT SCREWS TO MAINTAIN 1 1/4"
C/C SPACING.
3. GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE.
UPRIGHT TO BEAM CONNECTION
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10/11 /21
LVAI REVISION
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NOTES FOR ALL FOUNDATION TYPES;
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IF OTHER FASCIA, ADD 2" x
1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING
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PRESSURE 1,500 PSF.
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BOLTS-OUNTERSINK SS
2. THE O TIO SHALL BE RED OF DEBRIS, ROOTS AND
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TAILS -COUNTERSINK
FLUSH. WHEN INSTALLING
COMPACTED PRIOR TO PLACEMENT OF CONIC.
COMPACTEDPRIO PLACEMENT OF
3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A.I.
1"x 2" BASE PLATE ',
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ALUM RECEIVING CHANNEL
ANCHORED TO CONIC WI 114"
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PRE -DRILL wl 3/8"SPLITTING,
4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WRE MESH.
5, VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR
CONCRETE SCREWANCHOR
PREVENT SPLITTING.
NON -HABITABLE CONCRETE FLAT WORK.
(MIN. 1 EMBED)
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8" MAX EACH SIDEOF POST
AND 24" O.C. MAX
FRONT VIEW
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FULL HT OF BRACE
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SEE PLAN
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SIDE VIEW
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ANCHOR INTO
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CON RETE
2" x HOLLOW
SECTION GIRT
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1"x 2" BASE PLATE
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(3) # 12 SMS
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
1, °
1011112.1
REVISION
INTO EAVE RAIL
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G1 1X2 TO HOST STRUCTURE DETAIL
H 3 ROOF BRACING CONNECTION DETAIL
FRONT VIEW FILE COP"
A_3 SCALE:NTS
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SCALE: NTS
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BEAM DEPTH CHA14NEL W/
BEAM DEPTH CHANNEL W/
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(2) #14 x 3/4" SMS INTO
(2) #14 x 3/4" SMS INTO
BEAM EACH SIDE &
BEAM EACH SIDE &
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(2) #14 x 3/4' SMS INTO
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CARRI ER SEAM
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DATE DRAWN
1011112.1
REVISION
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