HomeMy WebLinkAboutALUMINUM STRUCTURE PLANSDesign Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category I.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region 8 Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
Vm.T=160 MPH
Exposure Category, Paragraph 1609A.3 : C
Applicable Codes, Regulation and Standards
1. The 6N 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 Structure, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,
2010 Edition
3. ASCE7-10
General Notes:
1. The contractor shall verify all dimensions prior to construction
2. AN work shall comply with all local and regional ordinances.
3. Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval.
Specifications
The following specifications are applicable to this projects:
1. Where concrete specification are required, whether in the screen enclosure scope
or not, by one or more regulatory agency, the following specifications are
applicable.
1.1. Concrete shall conform to ASTM C94 for following components:
1.1.1. Portland Cement Type 1, -ASTM C 150
1.1.2. Aggregate - Large Aggregate 3/4" max -ASTM C 33
1.1.3. Air entraining +/-1%-ASTM C 260
1.1.4. Water reducing agent-ASTM C494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall conform to:
1.2.1. Reinforcing Bars -ASTM A615, grade 60
1.2.2. Welded wire Fabric-ASTM At 65
1.3. Concrete slump at discharge per chute not less then 3" or more than 5".
Water added after belching is not permitted.
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hot weather recommendadom
1.5. Moist cure or polyethylene wring required.
1.6. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. Concrete shall be placed over polyethylene vapor barder.
1.8. All aluminum components embedded within concrete shall be coated with E.
bituminous paint or epoxy.
2. Aluminum extrusions shall be 6005 T5 Alloy.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plate to ASTM B633, or stainless steel series "300".
4. All Self Mating Beam Sections are to be stitched with either #14 screws 8" from
end 24" on center or #12 screws 6" from end 12" on center.
5. Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 Residential Swimming Barrier requirements.
6. Door location shall be determined by contractor in the field.
7. When installing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous screen tracks or upright, the pavers mus
be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure ful
positive contact with concrete.
8. Ali gashing and waterproofing shall be provided by the contractor.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
Foundation Design: Existing a-x8- Thlckend Edge 4" Slab on Grade
Existing concrete. No additional concrete footing is required to resist the loads imposec
by the proposed construction if the existing footing Is in sound condition, free from
structural cracking, spelling, or other deterioration.
Roof Type Screen Size
COMPOSITE 18114
HOLLOWSEMIONS siL wT
2.T T.Sx0,0W 2x481A3e
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2x4: TXCx0A V 2x9SMB:
2x5: rxrx405r 2x7SMS:
1•xrx0A4r
�y TxCAs0' I CONCRETESCREWANCHOR: SNEETMAIEL SLREw5lbM51'
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HOUSE
FASCIA
W-Ir
WL02VALUM.SKINI- EPS
ELfrE FOAM CORE PANELS.
(FLAa31.1)
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL
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REVISIONS
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REVISIONS
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COLUMN USING 2'x 2'x 1/8-x BEAM
DEPTH LONGANGLE WITH (8)614X 314
SMS EACH LED.
COLUMN PER PLAIN. NOTCH COLUMN
TO ACCEPT CARRIER BEAM
1-12 x IV. 0.12Y ALUM STRAP WITH
(5) 014 x W4 IN BOTH CARRIER BEAM
AND POST EACH SIDE (10 TOTAL)
EACH SIDE OF POST
WITH 012x 1-12 SMS
® V FROM BOTTOM
AND 24' O.C.
DETAIL AT CORNER
(PLAN VIEW)
UPRIGHT INTO SCREW BOSSES
PLUS 610x 112 SMS 6'FROM
EACH SIDE OF UPRIGHTAND
TYPICAL AT 2V O.C. MAX
`V 1f8'xrx2-ANGLEIMTH
Y (4) 114 x W4• EMS INTO
O O POST
00 -
BE PRESENT. FOLLOW
ANCHOR MINIMUM
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SIDE VIEW
A.
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FRONT VIEW
DJ PER PLAN
14O.B. ANCHORED TO
CONCRETE WITH IW DA
ANCHOR (MIN. 1-1/4-
EMBED) 024' O.C.
)E
ANCHOR. EMBED MIN.
2-12'
DJ-1 DOOR JAMB CONNECTION
A-2 SCALE:NTS
SEE PLAN FOR
lffi 'X2'EXTRUDED
ANGLE 5052 H32
ALLOY EA SIDE
FOUNDATION PER
PLAN
FLASHING -INSTALL UNDER
3' X 0.062 EXTRUDED RI
614 X Sir SMS O V O.C.
W/ i-1/Y DIA. NEOPREP
COMPOSITE
(2)114- DIA X 3' LAG SCREWS O
CR-1 COMPOSITE ROOF TO FASCIA
A-4 SCALE: NTS
a°
SIDE VIEW
(1) WW DIA CONCRETE
SCREW ANCHORS INTO
EACH LEG
- (1)1W DIA THRU BOLT WITH
NYLOCKJAM NUT (JAM NUT WITH
THREADLOCKER MAY BE WED. IN
UEU). DO NOT OVER TIGHTEN.
TIGHTEN ONLY UNTIL CONTACT.
- BRICK PAVERS. MAY NOT
BE PRESENT. ENSURE
MINIMUM CONCRETE
EMBEDMENT.
z
Z
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r`- TOPVIEW
AT INTERMEDIATE
UPRIGHT PER PLAN
IW' BASE PLATEANCHORED TO
CONC Wf llP CIA CONCRETE SCREW
ANCHOR 024. O.C. MAX
(4) 014x 31P SMS INTO POST
FOR CORNER CONNECTION
FASTEN 1X2 WITH 612 x 3/4"
SMS 02V O.C.,
I GIRT/ CHAIR RAIL
SELF -MATING BEAM
ONLY
WOOD:
610x 3' WOOD SCREWS O6' FROM
ENDS 312.O.0
.
CONC.
UV DIA. x 3-CONCRETE SCREW
ANCHOR 06-FROM ENDS 3 2e O.C.
M-1 PURLIN I GIRT I0.13 TO HOST CONNECTION
A-2 SCALE: NTS
1/4' LAGS, 4' FROM ENDS & IW O.C. MAX V MIN
LONGER THAN THE PANEL THICKENESS. WI
NEOPRENE WASHER ON EACH LAG
X
O
3' X D082 ALUM
RECEMNGCHANNELW
612X W/ TOP AND
BOTTOM AS END CAP
UPRIGHT
O
II11 ° 4
® O
a°°f °U POIX2UPRIGHT
A (4)614xY
IX2
INTOPOST TOPVIEW
FRONT VIEW AT CORNER
B'1 UPRIGHT TO FOUNDATION CONNECTION
A-2 /SCALE: NTS
(2)
UPRIGHTS (1) 610 X Y SMS
6- FROM EACH SIDE OF
UPRIGHT802e O.C.
UPRIGHT OR POST. SEE
PLAN SHEET FOR MEMBER
INFORMATION
CR-0 COMPOSITE ROOF TO BEAM F
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