HomeMy WebLinkAboutBuilding PlansCONTRACTOR: King Carter Aluminum, Inc.
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 Hgh Wind Areas.
3. ASCE 7-16.
Loading Criteria
1. Live Load: 10 PSF per 7th Edition (2020) Florida Building Code, Appendix I Section
105.1
2. Dead Load: 1 PSF
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1.
3.2. Ultimate Design Wind Speed: V- = 150 MPH, Nominal Design Wind Speed: VA-
= 116 MPH.
3.3. Exposure Category, Section 1609.4.3: Exposure C
3.4. Screen Enclosure Section2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1- Screen
Room: Non -Habitable, Unconditioned
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.024" Structall Composite Panel. 1.0 # density foam,
Florida Product Approval Number FL 21443-115.
Foundation Design
New Type II 4" Monolithic Concrete Slab - 8" x 8" w/(1) #5 Cont. 31" overlap at.ioints
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:
I. -All -work -shall -be in -accordance with the 7th Edition-(2020) Florida Building -Code, -and
any other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no
manufacturer substitution is acceptable without the specific written, signed and sealed
authorization of Florida Aluminum Engineering, Inc.
3. Screen material shall be 18/14 screen unless approved by Florida Aluminum Engineering,
Inc.
4. 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".
5. Approved concrete screw anchors to be Simpson Titen-HD or equivalent.
6. 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.
7. Where concrete specifications are required, whether in the screen enclosure scope or no;
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
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 Al85
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
Ptactice, 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.
8. All flashing and weatherproofing shall be provided by the contractor.
9. Door location shall be determined by contractor in the field.
10. Use of these plans 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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NOTES FOR ALL FOUNDATION TYPES:
1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE
OF 1,500 PSF.
a e' ' ° ' a �!`` J
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1 1/2" x 21/8" x 1 1/2" x 3" x 0.125" j
ALUM RECEIVING CHANNEL /
W/ (4) #14 x 3/4" SMS EACH /
WOOD:
(2) 1/4" DIA. x 3" LAG SCREWS
INTO WALL
DRAWN BY
TP
2.
THE SLABIFOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND
COMPACTED PRIOR TO PLACEMENT OF CONC.
1!4" CONCRETE SCREW
EXISTING CONC.
ANCHOR 6" FROM UPRIGHT
SIDE INTO BEAM
/
DATE DRAWN
3.
4.
CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1.
FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH.
8 @ O.C.
/
01 /22/21
MIN. 3" EMBED.
M
REVISION
5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR NON -HABITABLE
CONCRETE FLAT WORK ,
ZL
/4 TYPE II FOOTING
B-� UPRIGHT TO CONCRETE DECK DETAIL AT NON -BEARING WALL
SCALE: NTS
A-3
4
SHEET NO:
A 3 SCALE: NTS
S-2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL
A-3 SCALE: NTS FILE copy
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