HomeMy WebLinkAboutENGINEERINGCONTRACTOR: Master Craft Alurr ` '
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 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.
1 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 L
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-7 =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 -
Screen Room: Non -Habitable, Unconditioned
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000, 2.0# density foam,
Florida Product Approval Number FL 7561-R3.
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 I, 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.
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 " '. EXPOSURE HAVE
BEEN DETER' "rD USING THE ADVANCED
TECHNOLOGY WUNCIL'S WEBSTI'E
AND GOOGLE EARTH.
I
,,OHCFALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
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15'-6'
THESE P j, 3- r:1J10 iAI,L pRt1PngED WORK
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ARE SI O-0,T.lO � .{ �, ci ,:,°+IONS
REQUIRED BY PIEEW INSKO` ORS THAT
MAY BE NEOFE SArIY IN OROEIR T1,a
COMPLY WITH ALL APPLICAUL9 WIDE%
I
SCANNED
HIV .i
.1-161
ST. LUCIE COUNTY
BUILDING DIVISIO
FOR 00M E
REVISVED BY
DATE - tPi
PLANS AND ERIVIIT
MUS`f BE KEPT ON JOB OR
NO INSPECTIONnW!LL BE MADI
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DRAWN BY
MC
12/29/17
SHEET N0:
A-1
ALUMINUM MEMBERS DEMP; YS
HOLLOW SECTIONS
2 x 2: 2" x 2" x 0.046"
2x3: 2"x3"x0.050"
2x4: 2"x4"x0.050"
2x5: 2"x5"x0.050"
OPEN BACK SECTIONS
1x2: 1"x2"x0.040"
1 x3: 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 SMB: 2" x 4" x 0.044" x 0.100"
2 x 5 SUB: 2" x 5" x 0.050" x 0.100"
2 x 6 SUB: 2" x 6" x 0.050" x 0.120"
2 x 7 SMB: 2" x T'x 0.05T'x 0. 120"
2x8 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:
SEMPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW / BUILDEX OR EQUIVALENT
3X3X0.070
3X3X0.090
4X4X0.125
1" x 3" OB W/ 1/4" CONCRETE
SCREW ANCHOR 6" FROM
UPRIGHT & AT 24" O.C.
(MIN. 2 3/4" EMBED.)
2" x 2" x W x 1/S" ALUM ANGLE
EACH SIDE OF UPRIGHT
W/ 3/8" DIA. x 3" CONCRETE
ANCHORS ON EACH SIDE
(3) #12 x 3/4"SMS SCREWS
B 3" x 3" POST TO DECK CONNECTION DETAILS
A-2 SCALE: NTS
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C'i 1X3 TO HOST STRUCTURE DETAIL
A-2 SCALE: NTS
CHAIR RAIL
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DATE DRAWN
12/29/17
REVISION
Q
SHEET NO:
A-2
#14 x 5 7/8" SMS Wl
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1 1/2" DIA. NEOPRENE
FACED WASHER @ 6" O.C.
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x 1/8" ANGLE x 1/8" ANGLE
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A-3 SCALE: NTS
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RECEIVER CHANNEL W/_
(2) #12 x 3/4" @ 12" O.C.
EACH SIDE OF RIDGE BEAM
#14x3/4"SMS@6"O.C.
TOP AND BOTTOM W/
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@ TOP SCREW ONLY
2" x 3" • pp ® 2" X 3"
END ( g END
BEAM r ! I BEAM
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1 1/8" x 21/8" x 1 118" x 0.050"
ALUM RECEIVING CHANNEL W/
(3) #12 x 314' SMS EACH FLANGE
& (2) 3/8" THRU BOLTS
x 9" SMB
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x 4" x 0.125" POST
COMPOSITE
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S-2 RIDGE BEAM TO ROOF PANEL CONNECTION
A-3 SCALE: NTS
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DATE DRAWN
12/29/17
REVISION
SHEET NO:
A-3