HomeMy WebLinkAboutConstruction PlansCONTRACTOR: JSJ Doors & Windows
DESIGN CRITERIA:
A scable Cod es,Regulations, and Standards
e 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter
LO Aluminum, and Chapter 23 Wood.
Z. AA ASM 35 and AA ADMJ 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 7-10.
Loading Criteria
L Live Load: 10 PSF cer 6th Edition (2017) Florida Building Code, Appendix I Section 105 1
2. Dead Load: 2 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: Vou=150 hiPFI Nominal Design Wiud Speed: V.so=116
MPH.
3.3. Exposure Category, Section 1609.43: Exposure C
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1- Screen Room:
Non -Habitable, Unconditioned
IRoof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 6" 148" x 0 024" composite panel Elie 2000 1.0#densit forim.Flarldn,
Product Approval Number FL 7561-R4.
The following specifications are applicable to this project:
1. All work shall be in accordance with the 6th Edition (2017) 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 18114 screen =less 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 anchor; 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 ornot, 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,- ASTMC 150
H. Aggregates - Large Aggregate 3/4" mot - ASTM C 33
iii. Airentralning+/-1%-ASTMC260
iv. Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not pennlned
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 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.
IL All aluminum components embedded within concrete shall be coated with a bituminous
paint or epoxy.
S. 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.
'C--- 10'-0• --{`
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USED IN THIS PROJECT
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OPTION 2:
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WOOD:
(2) 1/4" z 3" LAG SCREWS
CONNECTION AT CORNER CONNECTION AT SPLICE
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S-1 COMPOSITE PANEL TO HOST CONNECTION DETAIL
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NOTES FOR ALL FOUNDATION TYPES:
SIDE INTO BEAM
DRAWN BY
1: THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE
OF PSF.
TP
1,500
(2)1/4" DIA x 3"
2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND
LAG SCREWS
/
DATE DRA
DRAWN
RA
COMPACTED PRIOR TO PLACEMENT OF CONIC,
6" COMPOSITE PANEL @ G. O.C.
3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1.
OEIO
4. FIBERMESH MAY BE USED IN LIEU FOR WELDED HARE MESH.
REVISION
5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR NON-HA21TASLE
CONCRETE FLAT WORK
A
S-1 COMPOSITE PANEL TO FASCIA DETAIL
S-2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL
SCALE: NTS
A-3
TYPE II FOOTING
A -3 SCALE: N
SCALE: NTS
A-3
-
SHEET NO:
A-3
A
N
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M
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