HomeMy WebLinkAboutENGINEERINGCONTRACTOR: Master Craft Aluminum
DESIGN CRITERIA: -
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 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 High Wind Areas.
3. ASCE 7-10.
Loading Criteria
1. Live Load: 10 PSF per 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. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Region & Basic
Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind
Speed: V-T =150 MPH, V- =116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure C
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1 -
Patio Cover: Non -Habitable, -Unconditioned
Roof Type
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.
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 8" x 8" thickened slab edge and in sound condition, free from
structural cracking, spalling, 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 Suncoast 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. 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 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 A6151 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 Practice, Parts 1, 2, and 3 including hot weather recommendations.
e. Moist cure or polyethylene curing permitted.
£ 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.
7. All flashing and weatherproofing shall be provided by the contractor.
8. Door location shall be determined by contractor in the field.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed design
and engineering fee.
WIND SPEED AN, .:kPOSURE HAVE
BEEN DETERMI e USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
'v Aii rN' -11S 0 A ACriM�NTS
ARETR RESRON1 IBILfTY OF THE
MITR.ACTOR OF RECORD
2X6SMB
EDGE BEAM
THESE PLANS AND ALL PROPOSED VIORI;
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
Comm V0H ALL ANUCAULA
3"X48"X0.032"
1.0# DENSITY FOAM
COMPOSITE PANEL
6SMB
GE BEAM
/� ./ / • 2X3K.B.
(TYP)
/ •/ / 3X3XO.093
/ /• / POST
SCANNED
By
4 Lucie County
8'-81" -f
COMPOSITE PANEL
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A-2
8'-11 a" 8'-11 in
ST. LUCIE COUNTY
BUILDING DIVISION
FOR 000PLI. ,a
RM11EWED BY
DATE -(-/
PLANS AND PERP/IT
MUST BE KEPT ON i06 OR
NO IW!Pr--OTI'NJ WILL 13E MADE
�f�- 9'-5"
E ITF 2000 COMPOSITE PANEL: (FPA: FL7561-R4)
150MPH/EXP C
3"x48"xO.032" (1.0# DENSITY FOAM)
MAX SPAN: q-q=14'-5'
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DATE DRAWN
01 /09/18
SHEET NO:
A-1
ALUMINUM MEMBERS DIlVIENSII'_
HOLLOW SECTIONS
2 x 2: 2" x 2" x 0.046"
2 x 3: 2" x 3" x 0.050"
2x4: 2"x4"x0.050"
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
lx2: 1"x2"x0.040"
1x3: 1"x3"x0.045"
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)
2 x 4 SUB: 2" x 4" x 0.044" x 0.100"
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
2x7SMB: 2" x 7" x 0.05T'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:
SHAPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW / BUILDEX OR EQUIVALENT
3" x 3" x 0.093"
3" x 0.062" ALUM
2" x 2" x 3" x 1/e" ALUM ANGLE RECEIVING CHANNEL
EACH SIDE OF UPRIGHT W/ #10 x 3W TOP AND
W/ (1) 3/8" DIA, x 3" CONCRETE BOTTOM AS END CAP
ANCHORS INTO CONCRETE
AND (2) 318" x 4" THRU BOLTS
B 3" x 3" POST TO DECK CONNECTION DETAILS
A_2 SCALE: NTS
3" COMPOSITE
ROOF PANEL
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(5) #14 x 4 7/8" SMS W/ I
1 112" DIA. NEOPRENE
EXISTING
BUILDING
FACED WASHER PER PANEL
(3) 3/8" DIA.
THRU BOLTS
2"x6"SMB
3"x3"POST
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S-, COMP. ROOF TO POST 4TH WALL DETAIL
A_n SCALE: NTS
(5) #14 x 4 7/8" SMS W/
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FACED WASHER PER PANEL
COMPOSITE
*17 PANEL
3/8" DIA.
RU BOLTS
2"x6"SMB
3" x 3" x 0.093"
POST
S COMPOSITE ROOF TO POST CONNECTION
A_2 SCALE: NTS
3" COMP ROOF PANEL
• • •
2" x 3" x 0.050"
KNEE BRACE
1 1/2" x 2118" x 1 1/2" x
0.062" x 3" LONG ALUM
RECEIVING CHANNEL W/ (3)
#12 x 3/4" SMS EA. FACE &
(3) #12 x 3/4" INTO POST
BEAM
S-2 KNEE BRACE CONNECTION DETAIL
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DRAWN BY
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DATE DRAWN
01 /09/18
REVISION
n _
SHEET NO:
A-2