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HomeMy WebLinkAboutENGINEERINGwCONTRACT DR: South Florida AluminuD; _elucts
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 Design Manual
prepared by The Aluminum Association, Inc. Washington, D.C., 2010 Edition and the Guide to
Aluminum Construction in high wind areas, 2010.
3. ASCE 7-10.
Loading Criteria
1. Live Load: 20 PSF
2. Dead Load: 2 PSF
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 2.
3.2. Basic Wind Speed, Figure 1609.3(1), State of Florida Debris Region & Basic Wmd Speed,
Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VOLT =160 MP VASD
=124 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure B
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 2 - Patio Cover / Glass
Room: Non -Habitable• Unconditioned
Roof Type: Glass Room
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.032" Elite 2000 Composite Panel,1.0 # density foam, Florida Product
Approval Number FL 7561-R4.
Roof Type: Patio Cover
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 12" x 0.019" Four Seasons Building Products Steel Rhino Panel, Florida
Product Approval Number FL 18464-R1.
Foundation Design
• Existing concrete. No additional concrete footing or slab is required to resist the loads imposed
upon the existing slab by the proposed constructionif the existing slab is a minimum of 4"
thick and in sound condition, free from structural cracking, spallinM or other deterioration.
• Existing masoury stem wall and footingNwadditional concrete is required to -resist the loads -
imposed by the proposed construction. Existing stem wall shall be in sound condition, free
from structural cracking 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 T5 Alloy. Due to quality control issues, no manufacturer
substitution is acceptable without the specific written, signed and sealed authorization of Suacoast
Aluminum Engineering, LLC:
3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material must be approved.
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. 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. Door location shall be determined by contractor in the field
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:
a. Concrete shah conform to ASTM C94 for the following components:
i Portland Cement Type I.- ASTM C 150
iL Aggregates - Large Aggregate 3/4" max - ASTM C 33
HL Air entraining +/- 1% - ASTM C 260
iv.Water reducing agent - ASTM C 494
v. Clean Potable water
vL Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
n. 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.
S. 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
8. 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 southern yellow pine and have a maximum moisture
content of 1594a
b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcrue, as recommended
for the use condition. Pressure treated lumber shall be impregnated with a cca salt treatment in
accordance with £s. tt-w-571 and bear the American Wood Preservatives Institute quality mark
1p-2.
c. Wall Sheathing: APA rated Sheathing, thickness as indicated Exposure 1.
d. Aluminum members that are uncoated shall be separated from PT lumber by 30# felt paper,10
mil polyethylene sheet or equivalent material
9. 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-L
10. Contractor shall provide any additional backing and anchors as required by the window
manufacturers recommended procedures.
11. All glass panels within 24" of a door opening shall be of tempered glass per FBC-R308.4
12. All flashing and weatherproofing shall be provided by the contractor.
13. Use of these plans acknowledges and accepts a limit of liability not to exceed design and
engineering fee.
WIND SPEED Al\' 1POSURE HAVE
BEEN DETERNH,- ,-' USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSPUE
AND.GOOGLE EARTH.
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POST
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3X3XO.093
POST
ELRE 2000 COM_P0517E PANEL, (FPA:FL7561-R4)
160MPH/EXP B
3'x48'x0.032' (1.0# DENSITY FOAM)
MAX SPAN:q-(L - IW-d'
KICKPLATE
C00miD FASTSHI»HS CH
AHETHS RESP4HSISILIT� 0� Y�1�
r9HT�.QCTOH OF ��00��.�
�3 -,C:e7
r. LUCTE COUNTY B IVISI
EVIx R'ED FOR CO,
E
, rEVILWEII?? B>�
,)ATE ?il2(o F43
PLANS A- D PERMIT MU4T BE KEPT
OR N® DiSPECTIO►N WILL BE MADE
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMM WITH 4 APPMANIA 90001
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DATE DRAWN
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REVISION
SHEErNO:
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ALU IMM MEMBERS DIMENSIC.,
HOLLOW SECTIONS
2x2: 2"x2"x0.046"
2x3: 2"x3"x0.050"
2x4: 2"x4"x0.050"
2x5: 2"x5"xO.050"
OPEN BACK SECTIONS
1x2: 1"x2"xO.040"
1 x 3: 1" x 3" x 0.045"
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
2 x 3 Snap: 2" x 3" x 0.050"
2 x 4 Snap: 2" x 4" x 0.045"
SELF MATING (SMB)
2x4SMB: 2"x4"x0.044"x0.100"
2x5 SMB: 2" x 5" x 0.050" x 0. 100"
2x6SMB: 2" x 6" x 0.050" x 0. 120"
2 x 7 SMB: 2" x 7" x 0.057" x 0.120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 1/2"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR
SIMPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
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INSULATION. INSTALL VINYL LAP SIDING
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DATE DRAWN
. 02/07/18
3" x 2'PB
_ _
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W/ (8) #12 x 3/4" SMS EACH
SIDE OF BEAM & (2) 3/8" DIA
REVISION
-
W x W POST
THRU BOLTS INTO THEROST 3" x 3"_/
POST
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S-3 RHINO PANEL TO CORNER POST CONNECTION
S-4 HINO PANEL TO CORNER POST 4TH WALL DETAIL
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DATE DRAWN
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02/07/1 8
(2) #12 x 3/4" INTO POST 1
REVISION
0
KNEE BRACE CONNECTION DETAIL
SHEET NO:
A_ A SCALE: NTS
A-4