HomeMy WebLinkAboutENGINEERINGCONTRACTOR: KING CA
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:
VULT =150 MPH, VASD =116 MPH
3. Exposure Category, Paragraph 1609.4.3: Exposure B
4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category
1 - Screen Room: Non -Habitable, Unconditioned
Foundation Design
New Type II 4" Monolithic Concrete Slab - 8" x 8" 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 psE
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000,1.0 density foam,
Florida Product Approval Number FL 7561-R2.
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the Florida Building Code, 2010 Edition, and
any other applicable local codes and regulations.
2. The minimum wall thickness of aluminum extrusions shall be in accordance with
the Florida Building Code, 2010 Edition and the 2005 Edition of the Aluminum
Association Manual, but not less than 0.040 inches.
3. 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 Suncoast Aluminum Engineering, LLC.
4. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material
must be approved.
5. Fasteners are required to be SAE Grade 5 or better zinc plated.
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
not, by one or more regulatory agency, the following specifications are applicable:
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 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.
8. The minimum nominal thickness of protector panels (kickplates) shall be an
industry standard of 0.024 inches.
9. All flashing and weatherproofing shall be provided by the contractor.
10. Door location shall be determined by contractor in the field.
11. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
WIND SPEED Ar; 00SURE HAVE
BEEN DETERMI,_, . ' USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
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SCANNED
St bide� � - ATTACHMENTS
c®UCONCEALED FASTENERS 0R
ARETHERESPONSIBIIITY Of TH�SEw -0UN, �``�i E EI'Ek- �_���iEiEFR-1
OF RECORD
CONTRACTOR c�iA ���i,;. ;
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END
BEAM
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2X3
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3"X48"X0.024" o
1.0 DENSITY FOAM
COMPOSITE PANEL N
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EDGE BEAM
5'-8"
17'-O'N
5'-81,
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T.OUiRED BY FIELD iNSPECTORS THAT
(TYP) ialAY SE NECESSARY I;J ORDER TO
COMPLY dt11TH ALL APPLICABLE CODES.
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ST- L019 OCI INTY
BUILDING DIVISION
REVIEWED
FOR COM I
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REVIEWED BY
DATE
PLANS AND MIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
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DATE DRAWN
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REVISION
SHEET NO:
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ALUMINUM MEMBERS DIMENSION
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CONCEALED FASTENERS OR ATTACHMENTS
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KICK PLATE NOTES:
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2 x 4: 2" x 4" x 0.050„
1. 0.024 SCRE AL ARE THE RESPONSIBILITY OF THE
2. SCREW ALL CORNERS
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Saes ZONES, CONTRACTOR OF RECORD
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2 x 2 Snap: 2" x 2" x 0.045"
BOSS OF UPRIGHT
7. MAX KICK PLATE HT = 39'
OPTION 2:
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2 x 4 Snap: 2" x 4" x 0.045"
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TYPE II
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NOTES FOR ALL FOUNDATION TYPES:
1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE
SIDE INTO BEAM
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OF 1,500 PSF.
2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND
COMPACTED PRIOR TO PLACEMENT OF CONC.
NCEALED FASTENERS OR ATTACHMENT;:
DRAWN BY
TP
3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEETA-1.
4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH.
I q�
ARE THE RESPONSIBILITY I OF THE
DATE DRAWN
5. IF ALUMINUM BUILDING CATEGORY IS CLASSIFIED AS HABITABLE SOIL TO BE
TERMITE TREATED PER 2010 FLORIDA BUILDING CODE, SECTION R318.1
CONTRACTOR OF RECORD
06/1 sip 5
6. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR NON -HABITABLE
REVISION
CONCRETE FLAT WORK
rATYPE II FOOTING
NTS
S-2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL
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SHEET NO:
A-3SC-AM
A-3