HomeMy WebLinkAboutENGINEERINGCONTRACTOR: Master Craft Alum'
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.
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, as required by local
jurisdiction.
3.3. Exposure Category, Section 1609.4.3: Exposure B
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 2000,1.09 density foam,
Florida Product Approval Number FL 7561-R4.
Foundation Design
Existing concrete. No additional concrete footing or slab is required to resist the .
To -ads 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-Grade2.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
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
iiL 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 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.
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.
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REVIENVED FOR CO:
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PLANS AND PERMIT 11'iUS BE KEPT ON
OR NO NSPECTION' BE NQWE.
THESE PLANS AND ALL P OP01"M Y,1ORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH At�APPLICAIBLE CODES,
GONGEALED FAST ENERS OR AT ACHMEN 1 S
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
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DRAWN BY
GD
DATE DRAWN
03/19/18
REVISION
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SHEET NO:
A-1
ALUMINUM MEMBERS DIMEN AS
HOLLOW SECTIONS
2x2: 2"x2"x0.046".
2x3: 2"x3"x0.050" `
2x4: 2"x4"x0.050"
2x5: 21x511x0.050"
OPEN BACK SECTIONS
1 x 2: 1" x 2" x 0.040"
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)
2x4 SMB: 2" x4"x0.044"x0.100"
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
2x6SMB: 2"x6"x0.050"x0.120"
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:
SIMPSON T1TEN HD OR EQUIVALENT
SHEET METAL SCREWS (SW:
ITW / BUILDEX OR EQUIVALENT
WOOD:
#10 x 3" WOOD SCREWS, 6"
FROM GIRT & @ 12" O.C.
GONG:
- - --1/4"DIA: x-3" CONCRETE -
SCREW ANCHOR, 6"
FROM GIRT & @ 24" O.C.
(4) #10 x 1 1 /2" INTO
SCREW BOSS
2"x2"OR2"x3"HOLLOW
SECTION GIRT
1"x 3"
C'1 1X3 TO HOST STRUCTURE DETAIL
A_n SCALE: NTS
1 " x W OB W/ 1 /4" CONCRETE
SCREW ANCHOR W FROM
UPRIGHT & AT 24" O.C.
(MIN. 2 3/4" EMBED.)
2" x 2" x 3" x 1 /8" ALUM ANGLE
EACH SIDE OF UPRIGHT
W/ WIT* DIA x 3" CONCRETE
ANCHORS ON EACH SIDE
(3) #12 x 3/4'SMS SCREWS
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B 3" x 3" POST TO DECK CONNECTION DETAILS
A-2 SCALE: NTS
#14 x 4 7/8" SMS W/
1 1/2" DIA. NEOPRENE
FACED WASHER @ 8" O.C.
3" x 0.062" ALUM
RECEIVING CHANNEL i
W/#10x3/4"TOPAND rs '+iN¢d
BOTTOM AS END CAP _,,, vonlso r
2" x 3" FLAT TOP RAIL - NO
ANGLE REQUIRED UNLESS
SPLICED OR CORNER -
ATTACH w/(4)#10x4"LG
2"x3"PB Ili
2" x W FLAT
TOP RAILw/-iv,w.rx ,;,',cr''�=�%,'•i�,Y�r,
(4) #10 x 4" SMS
INTO POST
2"x2"x3"LG _ " 2x2"x3"
X 118" ANGLES _ x 1/8" AN(
CHAIR RAIL
A
x UPRIGHT
C CHAIR RAIL TO UPRIGHT DETAIL
A_2 SCALE: NTS
i #14 x 4 7/6" SMS W/
3" COMPOSITE 1 1/2" DIA. NEOPRENE FLASHING
PANEL FACED WASHER @ 8" O.C.
3" COMPOSITE _
- - - - - - - - - - - --ROOF-PANEL — -- - - - - - - I —
(4) #10 x 3/4" (4) #10 x 3/4" 7
SMS
INTO
SMS INTO Sms INTO
SCREW BOSSES ---'SCREW BOSSES
(2) INTO TOP RAIL (2) INTO TOP RAIL
(2) INTO POST f (2) INTO POST
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CONNECTION AT CORNER CONNECTION A
S"'�2 X 3 FLAT TOP RAIL CONNECTION TO 2 X 3 UPRIGHT
A _2 SCALE: NTS
2" x 3" x 0.050"
END BEAM
1 1/8" x 21/8" xl 1/8" x 0.050"
ALUM RECEIVING CHANNEL
W/ (3) #12 x 3/4" SMS EACH•
SIDE OF BEAM & (2) 3/8" DIA.
THRU BOLTS INTO THE POST
3/8" DIA THRU BOLT-
2"x6"SMB
3" x 3" POST
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EXISTING
s_1COMP. ROOF TO CORNER POST 4TH WALL DETAIL
A_2 SCALE: NTS
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DRAWN BY
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DATE DRAWN
03/19/18
REVISION
SHEET NO:
A-2