HomeMy WebLinkAboutSUNROOM PAPERWORKCONTRACTOR: Master Craft Alumintt- �`
DESIGN CRITERIA: "`-)
Applicable Codes. Regulations, and Standards
1. The 6th Edition (2017) 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
Edition and the Guide to Aluminum Construction in high wind areas,
3. ASCE 7-10.
Loading Criteria
1. Live Load: NIA
2. Dead Load: NIA
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category I.
3.2. Basic Wind Speed, Figure 1609.3(1), State of Florida Debris Region &Basic Wind
Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: Vix, =150
MPH -Vasa = 116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure B
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 2 - Glass
Room: Non -Habitable, Unconditioned
Roof Type
I. Roof Type: NIA
2. Roof Material: N/A
Foundation Design
Existing concrete. No additional concrete footing or slab Is required to resist the loads
imposed by the proposed construction If the existing slab is a minimum 4" thick with an
S" x 8" thickened slab edge and in sound condition, free from structural cracking,
spilling, or other deterioration.
Specifications
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 TS 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. Fasteners are required to be corrosion resistant; minimum SAE Grade 2 or better zinc plated
to ASTM 13633, or coated stainless steel series "300", or uncoated stainless steel series
"400".
4. All SelfMating 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. Door location shall be determined by contractor in the field.
6. Where concrete specifications are required, whether in the screen enclosure scope or no; by
one or more regulatory agency, die 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
ill. Air entraining +/-l9o-ASTM C 260
iv.Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Merl 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" ormore than 5". Water added
after batching is not permitted.
d. Prepare and place concrete per American Concrete Institute Manua( of Standard
Practice, Parts 1, 2, and 3 including hot weather recommendations.
C. Moist cue 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.
7. All lumber and plywood shall have grade marks and treatment identification and Shall
conform to the following:
a. Framing lumber shall be minimum no. 2 souther yellow pine and have a
maximum moisture content of 15%.
b. Pressure treatments shall be osmosalts, carouse k-33, womancalts or celcure, as
recommended for the use condition. Pressure treated lumber shall be impregnated
with a eca salt treatment in accordance with Es. tt-w-571 and bear the American
Wood Preservatives Institute quality mark Ip-2.
c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1.
it. Aluminum members that are uncoated shall be separated from PT lumber by 30#
felt paper, 30 mil polyethylene sheet or equivalent material.
8. Contractor shall provide Florida Product Approval information as to the exact window
being utilized for this project, including manufacturers specifications, and installation
methods for anchoring the submitted windows to Aluminum members and specific sizes as
indicated on A-1.
9. Contractor shall provide any additional backing (aluminum, wood etc..) and anchors as
required by the window manufacturers recommended procedures.
10. All glass panels within 24" of a door opening shall be of tempered glass per
FBC-R308.4
11. All flashing and weatherproofing shall be provided by the contractor.
12. Use of these plans acknowledges and accepts a limit offiability not to exceed design
and engineering fee.
WIND SPEED A---- -XPOSURE HAVE
BEEN DETERM 1 USING THE ADVANCED
TECHNOLOGY c,u L'S WEBSITE
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FILE COPY
ST. LUCIE COUNTY BUILDING DIVISION
REVIEWED FOR COMPL C&
REVIEWED BY
DATE
PLANS AND PERMIT N I OON JOB
SITE OR NO INSPECTION(S) WILL -PE MADE
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ALL ELECTRICAL TO BE
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COMPONENTS & CLADDING
DESIGN PRESSURES FOR WINDOWS / DOORS:
+25.9 PSF / -34.7 PSF 11
ALL MANUFAB P16 L"M SHOWING
U FACTORS AND SHGC COMPLIANCE SCANNED
WITH FBC ENERGY CODE MUST BY
REMAIN ON ALL DOORS AND WINDOWS St. Lucie County
UNTIL INSPECTIONS ARE APPROVED
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES,
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DATE DRAWN
11/07/18
B'1
REVISION
2X3 TO HEADER DETAIL
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C'l2X3 TO HOST
STRUCTURE DETAIL
A_2 SCALE: NTS
B-2
POST TO HEADER DETAIL
A-2 SCALE: NTS
A-2
SCALE NTS
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SHEET NO:
A-2