HomeMy WebLinkAboutSCREEN ENCLOSUREDesign Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category 1.
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,
VMT= 150 MPH
Exposure Category, Paragraph 1609.4.3: C
Applicable Codes, Regulation 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 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.
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
1.12. Aggregate - Large Aggregate 314" 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 A185
1.3. Concrete slump at discharge per chute not less then 3' or more than 5".
Water added after batching 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 recommendations.
1.5. Moist cure or polyethylene curing permitted.
1.6. Prior to placing concrete, beat the entire subsurface area for termites in
compliance with the FBC.
1.7. Concrete shall be placed over polyethylene vapor barrier.
1.8. All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
2. Aluminum extrusions shag 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. Ali Sell Mating Beam Sections are 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 shag comply with the applicable
requirements of FSC R4501.17 Residential Swimming Barrier requirements.
6. Door location shall be determined by contractor in the field.
7. When installing pavers aver 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, thlnset, or 3,000 PSI grout to ensure full
positive contact with concrete.
8. All flashing and waterproofing shall be provided by the contractor.
S. Use of these plans acknowledges and accepts a Emit of gab lity not to exceed
design and engineering fee.
Foundation Design: Existing 8"xe" Footer and 4" Slab
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 loom
structural cracking, spelling, or other deterioration.
Roof Type Screen Size
MANSARD 18114 MESH
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ST. LUCIE COUNTY BUILDING DIV18
REVIEWED FOR COMPLIANCE
PLANS AND PERMIT MUST BE
SITE OR NO INSPECTIONS) 1
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APPLICABLE CODES.
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.
SCANNED
BY
St. Lucie County
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REVISIONS
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DJ-1 DOOR JUMB TO CONCRETE WPAVERS DETAIL
A-2 SCALE: NTS
(2) nD x 11IY SMs
THRU SCREW BOSSES
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETEEMBEDMENT
SEE PUN
SIDE VIEW
FASTENEDTOCORNER
118• x 2• x 2' EXTRUDED ANGLE 5052
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FRONT VIEW
CP-1 CORNER POST TO CONCRETE WlPAVERS DETAIL
A-2 SCALE: NTS
FRAMING
DBL COMPRESSION SLEEVES
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
/ ANCHOR MINIMUM
— — — CONCRETE EMBEDMENT
O O O O
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mH-2 CABLE CONNECTION AT CORNER
A-2 SCALE:NTS
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MAYBEUSED
BRICK PAVERS TIGHTEN TO CONTACT. DO NOT
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!. ANCHOR MINIMUM
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A-2 SCALE: NTS
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A-2 SCALE: NTS
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PREORILLx 'ORILLM
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A-3 SCALE: NTS
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CONCRETE SCREW ANCHORS MIN O GU TER
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A-3 SCALE:NTS A-3 SCALE NTS
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NOTES :
STNOTE BELOW FOR SCREWS SPAGNG.THE NUMBER OF SCREWS SNOWN ARE
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FOEEHER.iLLMSTRATNEPURPO5E5.-0p NOTCOUNTSCREWSON DRAW
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3. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 11/4•CIC SPACING.
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4. GUSSET LENGTHS REMAIN CONSTANT WDTHS CNANGETO MATCH BEAM SITE
/®
UPRIGHT TO BEAM CONNECTION
TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM rF�
SLOPED PURLIN CONNECTION DETAIL
SHEET
A-3 SCALE NTS
A-3 SCALE:NTS A-3 SCALE: NTS
A-3
—NOTE- NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS**'
G1 1X2 TO HOST STRUCTURE DETAIL
A-4 SCALE: NTS
Tx2'1IB'
INT(
TAPPING
112'x2U&'x0A62
G-2 BEAM TO HOST STRUCTURE ATTACHMENT
A-4 SCALE: NTS
FROM END & ® 24' O.C.
CONC.
114' DIA. x2IW CONCRETE
SCREWANCHOR, 6'
FROM END & @ 2Y O.C.
'x Y IAG SCREWS, 6'
END S®24'O.C.
' DIAx2114. CONCRETE
VANCHOR, 6'
END&®24'O.C.
BEAM
CONTRACTORTOINSTALL
(2) s14 x2'SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
DETAIL#2
DETAIL#1
H-3 ROOF BRACING CONNECTION DETAIL
A-4 SCALE: NTS
WI NYLON WASHER &
STAINLESS STEEL NUT
Y*ldi alCuil•14
V12x112'SMS6'
FROM BOTTOM AND 24'
D.C.
DETAIL AT CORNER (PLAN )AEN4)
rs \CARRIER BEAM CONNECTION
A-4 SCALE: NTS
FILE
COPY
Tx2'x WANGLE EACH SIDE OF
BEAM IMTH (4) 014 x EW SMS S V.TTH
O..W221NTERNAL BACKING PLATE
Ta Yx US'x EAVE BEAM DEPTH
INTERNALALUM RECEMNG
CHANNELWI(4)#14x3M'EACH
FLANGE
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SHOWNASACORNER
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INTERMEDIATE POST
WILL NOT HAVE THIS
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CARRIER BEAM
1'x2'FASTEN TO RIERJ
SEAM MOs10x112' -
SPACEsEAMwM END
oxl V
D-2 CARRY BEAM AND POST CONNECTION
i�-4 SCALE: NTS
EACHSIDE
BEAM DEPTH
SIDE-0F
xW EACH LEG
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0
CARRIER BEAM
D-3 ROOF BEAM TO CARRIER BEAM CONNECTION
ii-4 SCALE: NTS
I-x 2' O.D. ATTACH TO UPRIGHT
WITH (2) 010 x212' SMS THRU
UPRIGHT INTO SCREW BOSSES
PLUS s10x 112' SMS S' MOM
EACH SIDE OF UPRIGHT AND
TYPICALAT 24'O.C. MAX
E063-TfiAWM POST
PER PLAN
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FILE COPY Y
_ FILE COP
- 1
RECEIVED
1 FEB 2 6 2019
} s Lucie County, Perm ttvi
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