HomeMy WebLinkAboutPlansCONTRACTOR: TRI-COI
DESIGN CRITERIA:
Applicable Codes, Restitutions, and Standards
1. The 5th Edition (2014) 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 ofthe 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.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Cate ory
1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Buie What Speed
Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: Vm.T = 150
1�Vxac =116 MPH
3. Exposure Category, Paragraph 1609.4.3: Exposure B
4. Building Category for Aluminum Structures, Paragraph 2002.6: Category TYPE 1 -
Patio Cover: Non -Habitable, Unconditioned
RoofTvpe
1. Roof Type: MONOSLOPE
2. RoofMaterial: 3" x 12" 0.032" Town & Country Industries Riser Panel, Florida
Product Approval Number FL 17638
Foundation Design
Existing concrete No additional concrete footing or slab is required to resist the
loads posed upon the existing slab by the p orposed construction if the existing
slab is a minimum of 4" thick and in sound condition, free from structural
cracking, spatting, or other deterioration.
Specifications
The following specifications are applicable to this project.
1. All work shall be in accordance withthe 5thEdition (2014) Florida Building Code,
and airy other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 T5 Alloy. One to quality control issues, no
manufacturer substitution is acceptable without the specific written, signed and sealed
authorization of Seacoast Aluminum Engineering, LLC.
3. Screen Material: Design based on 19/14 or 20/20 Better View. Any other material
most 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 shall conform to ASTM C94 for the following components:
i. Portland Cement Type I,- ASTM C 150
it. Aggregates - Large Aggregate 3/4" max-ASTM C 33
iu. Air entraining +/-1%-ASTM C 260
iv. Water reducing agent -ASTM C 494
v. Clem Potable water
A. Other admixtures not pemdtted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric-ASTM At85
c. Concrete slump at discharge chute not less than 3" ormore than 5". Water
added after benching 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 care 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.
8. All flushing and weatherproofing shall be provided by the contractor.
9. Use ofthese plans acknowledges and accepts a limit ofliability not to exceed design
and engineering fee.
WIND SPEED AND ff -QURE HAVE
BEEN DETERMINED L. ,G THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
f .72'-0" f
2X5SMB
4TH WALL
2X6SMB
2XSSMB
END BEAM
`O
BEAM
2X8
MB
o
If"INT
(TYP)
CRO
S BEAM
I
`o
2X65MB
END BEAM A-3
3"Xl2"XO.032"
RISER
PAN
p
2X5SMB
A-2
BEAM
[(*EDGE
6"
3"Xl2"X0.032"
`RISER PAN
2X3 KNEE
BRACE (TYP)
-
A-3
3X3X0.090 3X3XO.090
0
POST POST
THESE PLANS AND ALL PROPOSED ING ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPEC7CRS THAT
BE NECESSARY IN1 ORDER TO
COMPLY WITH ALL APPLICABLE CODE:
1704 - 0533
`ST. LITTF; rpr ,ry UILDM MISION
REVIE11 ED PCX (`Q,�j e 1q m
REVIEWED Bl a'. �7Ltic4
DATE`ei3L"1__�
PLANS- PEILNIIT.NIBS'1BE1-'TTTONJOB
OR NO INSPECTION WILL
"t"'":l.EDFA&TENERSOR,�TTACHh1El°i
T1"EPESPONSIBILITYOFTHE
CONTRACTOR OF RECORD
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DATE DRAWN
06/02/17
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ALUMINUM MEMBERS DEVIENSI01
HOLLOW SECTIONS
2x2:2"x2"x 0.046"
2 x3: 2' x3"x0.050"
2x4: 2"x4"x0.050"
2x5: 2"x5"x0.050"
OPEN BACK SECTIONS
1 x 2: 1" x 2" x 0.040"
1 x3: 1"x3"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 ISMS)
2 x 4 SMS: 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 T'x 0.057"x 0.120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2 x9 SMB: 2"x9"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"
#14 x 3/4" SMS W/
2"x5"SMB
3" x 3" x 0.090"
12" RISER
PANEL
2"z6"SMS
END BEAM
1 1/2" x 2118" xl 1/2" x 6" x 0.052" ALUM
RECEIVING CHANNEL W/(5)
#14 x 3/4" SMS EACH SIDE OF
BEAM & (3) 3/8" DIA THRU BOLTS
INTO POST
S-1 RISER PANEL TO CORNER POST CONNECTION
A-2 SCALE: NTS
3" x 0.D90"
3" x 1T RISER
PAN PANEL
OLTS
(2) 3/8" DIA. CONCRETE k 3/8" DIA THRU TOTAL
S"GONG. CHORS� t
(3"CONC.EMBED) { Txa'xINTERNALIEXTERNAL
3"x3"z1/B"EXTRUOED 2"z5"SMB
POST BASE WI(2)3/6'
DIA. THRU BOLTS 1 3" x 3" x 0.090'
�j
rB-� 3" x 3" POST TO CONCRETE CONNECTION DETAIL
A_2 SCALE: NTS
#14 x 3/4" SMS W/
NEOPRENEFACED
WASHER @ 4" O.C.
3" RISER PANEL
2"xa"SMB
GROSS] END
BEAM
11
ALUM RECEIVING CHANNEL
1yL/�`F
J/
7) CH
W/(OFBEA S31&'DLk
x5'SMB
SIDE &(4)SEACH
BEAM 8. (4)
THRU BOLTS INTO THE POST
POST
S-2 ISER PANEL TO CORNER POST 4TH WALL DETAIL
A_q SCALE:
NTS
#14x 3/4"SMS W/ = Q <!/ 7
NEOPRENEFACED O
`WASHER 4"O.C. O_: V
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1 1/2" x 2l/8" x 1 1/2" x 8" x 0.062" ALUM
RECEIVING CHANNEL W/ (7)
#14 x 3/4" SMS EACH SIDE OF
BEAM & (4) 318" DIA THRU BOLTS
INTO POST
rS RISER PAN ROOF TO POST CONNECTION
A_2 SCALE: NTS
414 x SIT SMS W/
NEOPRENEFACED
WASHER @ 4" O.C.
T RISER PANEL
2"x6"SMB
END BEAM
1 1/2" x 2 1/8" xl 1/2" x 6" x 0.062•'
ALUM RECEIVING CHANNEL T'x5"SMB
W/(3)#12x3/4"SMS EACH I /
SIDE OF BEAMS(2)3r8"DIA
j
THRU BOLTS INTO THE POST _ 3"x3"POE
S-3 ISER PANEL TO CORNER POST @ 4TH WALL DETAIL
L2 / SCALE: NTS
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DATE DRAWN
06/02/17
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