HomeMy WebLinkAboutSCREEN ENCLOSUREl
Category, Pamgmph 1604.5 and Table 1604.5: Risk
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region S Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VOLT=160 MPH
Exposure Category, Paragraph 1609.4.3 : C
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 Specifications for Aluminum Structure, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,
2010 Edition
3. ASCE 7-10
General Notes:
1. The contractor shall verify all dimensions prior to construction
2. All 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.
Specigcatlons
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.
I.I. Concrete shall conform to ASTM C94 for following components:
1.1.1. Portland Cement Type 1,-ASTM C ISO
1.1.2. Aggregate - Large Aggregate 314" max-ASTM C 33
1.1.3. Air entraining +/-1%-ASTM C 260
1.1.4. Water reducing agent - ASTM C 494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall conform to:
12.1. Reinforcing Bars -ASTM A615, grade 60
12.2. Welded wire fabric-ASTM At 85
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 perAmericen Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3Including hot weather recommendations.
1.5. Moist cure or polyethylene wring permitted.
1.6. Prior to placing concrete, beat the entire subsurface area for tenn8es in
compliance with the FBC.
1.7. Concrete shall be placed over polyethylene vapor barter.
I.B. All aluminum components embedded within concrete shall be coated with a
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 B833, or stainless steel series "300".
4. All Self Mating Beam Sections am to be stitched with either #14 screws 6" from
end 24' on center or 912 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 must
be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure full
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 8"x8" Footer
Existing concrete. No additional concrete footing is required to resist the bads imposed
by the proposed construction if the existing footing is in sound condition, free from
structural cracking, spelling, or other deterioration.
Roof Type Screen Sire
POLY 18 114 MESH
HOUMSECTIONS SELF MATINO BEAM ISMeI TNEPOI
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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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ANGLE 5052 H412ALLOY
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BRICK PAVERS. MAY NOT BE INTO POST
PRESENT. FOLLOW
(1) 3/B• DIACONCRETE
ANCHOR MINIMUM
SCREW ANCHORS
CONCRETE EMBEDMENT
(2 In' CONIC. EMBED)
1'xr BASEPLATE
ANCHOREDTOCONC W/ 1M'
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(MIN. 111V EMBED)
6-MAx EACH SIDE OF POST
AND 24. O.C. NAX
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FROM' VIEW
DJ-1 DOOR JUMB TO CONCRETE W/PAVERS DETAIL
A_2 SCALE:NTS
1'x rO.S. FASTENED TO CORNER
PORT W P12x11W SMSAT 6• FROM
TOPS BOTTOM RAILS.TYPICALLY
20 D.C.
118' x r x 2• EKTRU DED ANGLE 5052
CORNER POST
H.32ALLOY EA CORNER W(2).014 x 2'
SMS INTO POST S (1) Wr DIA
CONCRETE SCREWANCHOR INTO
CONCRETE
(2) s10 x I II SMS
THRU SCREWBOSSES
CK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
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CONCRETE EMBEDMENT
SLARMOOTING
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SEE Plan
SIDE VIEW
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1'x2. (ID
XW x LENGTH AS REQUIRED
FOR 211V EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
1•xr BASEPLATE
ANCHORED TO CO
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FRONT VIEW
CP', CORNER POST TO CONCRETE W/PAVERS DETAIL
A-2 SCALE:NTS
(B) 01
IWPIATEC
S06}T6AW
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CAI
H-2 CABLE CONNECTION AT CORNER
A-2 SCALE:NTS
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ANGLE 5052 H.32ALLOY \ /N,911� __ JAM NUTRTHRUOFNYLOCLMK
EA SIDE NUT. JAM NUT 4THREADLLOCKER
MAY BE USED
BRICK PAVERS- 14 MAL _ n TIGHTEN TO CONTACT. DO NOT
A BRICK PAVERS. MAY NOT BE
.Q PRESENT. FOLLOW
77��
ANCHOR MINIMUM
CONCRETE EMBEDMENTSLABIFOOTINGSEEPUN
SIDE VIEW
(1) M6• DIA CONCRETE
SCREWANCHORS—
(21W CONIC. EMBED)
lW" BASE PLATE
BRICK PAVERS ANCHORED TO CONC W/ 114'
CONCRETESCREWANCHOF
(MIN.1 IlV CONIC. EMBED)
6'MAXEACHSIDEOFPOST
SLABIFOOTING
SEE PLAN ,A 4
�\ FRONT VIEW
/ B \2" x 4" OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL
p_2 /SCALE: MS
DBL COMPRESSION SLEEVES
(4) 6
PRESENT. FOLLOW
ANCHOR MINIMUM
suBIFOOTING
SEE PLAN
11B-sS.CABLE
-11lV x55lB'x1/B•ALUM.
FIAT BAR. 6 W }T6 ALU M. tW
(2) W8- DIA x2 3W
EMBEDMENT CONCRETE
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CONC.SCREWANCHOR SEE PLAN
rH I CABLE CONNECTION AT FOUNDATION
A-2 SCALE:NTS
�PURLIN OR GIRT BEAM OR POST DETAIL
GIRT BEAM OR POST DETAIL
A-2 SCALE: NTS
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REVISIONS
-NOTE -NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS"'
YAOD:
$l0x3'NOODSCRENG,6'
FROM GIRT S ®12.O.C.
MNC.
1/4' DIA. x3' CONCRETE
WREWANCHOR,6'
FROM GIRT S 0 24.O.C.
(4161Dx112'INTO
G1 1X2 TO HOST STRUCTURE DETAIL
A-3 SCALE: NTS
1'x2'OPEN BACK[WEI
SCREWED TO BEAM W (2)
2'x r 1I6'MGM W (2)014 x 3W
INTO BEAM 6 M4 x rSELF
TAPPING SCREW INTO HEADER
D 0
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1 12" x 21R' x 0.062 6063-T&
ALUM RECEIVING CHANNEL W
(S) C4 xWSMS EACH RANGE
FROM GIRT S 01r O.C.
CONC.
1/4' DIA.x 3' CONCRETE
SCREW ANCHOR, 6'
FROM GIRT & 024' O.C.
1N' x3' LAG SCREWS, 6'
FROM END 8024' O.C.
CONC.
1/4' DIA, x 2 V4'CONCRETE
SCREW ANCHOR, 6'
FROM END & 02r O.C.
6'
(3)1IP DIA. x 2IW CONCRETE
SCREWANCHOR,W
FROM END 6 0 24' O.C.
G-2 BEAM TO HOST STRUCTURE ATTACHMENT
A-3 SCALE: NTS
ANGLE W52 H22 ALLOY
EACH SIDE
:HORS EACH SIDE
(2-1/4' CONCRETE
EMBEDMENT)
SELF MATING
BEAM
CONTRACTOR TO INSTALL
(2) 014 xr SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
DETAIL #2
DETAIL #1
H-3 ROOF BRACING CONNECTION DETAIL
A-3 SCALE: NTS
COLUMN TO SLAB CONNECTION DETAIL
A-3 SCALE:NTS
JI) ln- DIATHRU BOLT W
NYLON JAM NUT. DO NOT
OVER TIGHTEN
LAGS,,-C FROM ENDS 8
LONGER THAN THE PANELTHICI(ENESS.W \
NEOPRENEWASHERONEACHLAG
3' x
BOTTOM AS END CAP
Cq W'
6- FROM EACH SIDE OF
UPRIGHT 302P O.C.
PLAN SHEET FOR MEMBER
INFORMATION
S CARRY BEAM CONNECTION
A-3 SCALE: NTS
xS-, COMPOSITE ROOF CONNECTION
A-3 SCALE: NTS
ROOF PANEL
AWMANGLE
W BIAS EACH
CARRY BEAM. SEE PLAN
SHEET FOR MEMBER
INFORMATION
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