HomeMy WebLinkAboutPLANSDesign 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,
VUv=160 MPH
Exposure Category, Paragraph '"1609.4.3: B
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
General Notes
1. The contractor shall verify all dimensions prior to construction
2. All work shall comply with all lowland 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
1.1A. 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 85
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 hotweather recommendation
1.5. Moist cure or polyethylene curing required.
1.6. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. All aluminum components embedded within concrete shall be coated with 6
bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to
6X6 WI A/W1.4 WWF.
2. Aluminum extrusions shall be 6005 TS 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 914 screws 6" from
end 24" on center or #12 screws 6" from end 1Y' 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 anchors
must extend past the pavers and reach proper embedment into the underlying
foundation.
8. All Flashing 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.
10. Vinyl and acrylic panels shall be rerwved when wind speeds exceed 75mph
Foundation Design: Existing a"xS" Thlckend Edge 4" Slab on Grade
Existing concrete. No additional concrete fooling is required to resist the loads imposed
by the proposed construction if the existing footing is in sound condition, free from
structural cracking, spelling, or other deterioration.
Roof Type Screen Size
Full Mansard 18114
HOLLOW SECT10N5 SELF MATING BEAN (sMa)
2xz 2xr[O.NT 2x4SMa: z Px0.Bu•v0.10P
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2.5: rx5•x0MV 2x2SMB: 7xr'x0.05r'x0.120-
414: rx4-xa
6x6: "T.0.12S
MINIMUM FASTENER CmE DISTANCE: 117
:TIONs I MMIMUMFABIENERSPACNG:YS RC:REC.CH NE
r xrx 0.04r CONCRETE SCREWANGNORI SHIEUMATEL SCREWS(SMS):
rx Yx 0.0w 61MPSONTRENNGGREpUNAIENT RW W6DIXGREWNAtEM
r:4-x D.54r
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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SLEEVES
BRICK PAVERS MAY NOT
BE PRESENT. ENSURE
MIN. REQUIREDANCHOR
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1-114 x SS19' x 1 W ALUM. FLAT
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ANCHORS. MIN. 2-316' EMBEDMENT
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TIGHTEN ONLY UNTIL CONTACT.
FOR 2X2 AND 2X3 UPRIGHTS, USE
(4) #14 x Sl4' SMS INTO POST
BRICK PAVERS. MAY NOT
BE PRESENT, ENSURE
MINIMUM CONCRETE
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TOP VIEW
AT INTERMEDIATE
FOUNDATION PER PLAN
UPRIGHT PER PLAN
O.S. ANCHORED TO CONCRETE
WITH 1I4' DIA CONCRETE SCREW
ANCHOR ® 24. O.C. MAX
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— Note - Orientation may be different.
NOTES:
1. SEE THE NOTE BELOW FOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWN ARE
FOR ILLUSTRATIVE PURPOSES. DO NOT COUNT SCREWS ON DRAWING.
2. GUSSET DIMENSIONS AREA MINIMUM (2) REDD-(1) FA SIDE OF BEAM -MAY BE INTERNAL
OREXTERNAL
3. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 11A'GC SPACING.
4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE.
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ATTACH INSIDE FACE OF BEAM
LAG (t424'O.C.
SPANS GREATER THAN 30'-0'
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OTHERWISE, CONTO
COLUMN PER PLAN. NOTCH COWM
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TO ACCEPT CARRIER BEAM
THRU BEALVPURUN INTO SCREW
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BOSSES. CONNECT 1X2 TO GUTTER
(S 014 x W IN BOTH CARRIER BEAM
WITH (1) 010 x MAI' SMS ® 6' FROM
AND POST EACH SIDE. (10 TOTAL)
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/ `--CONTRACTOR TO VERIFY FASCIA IS
2'x 2' x 1/6' x 2' ANGLE WTT11 (4 MINIMUM OF 2' x 0'.IF LESS, YX 4' 0
IItdx 3I6.6M61M0 BEAMIPURUN PTSUB FASCIA SHALL BE PLACED
AND(4)((2) IF 1X21S SLREWEDTO BEHIND EKISTINGAND LAG LAG `�� 0
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BEAM USING SCREW BOSSES)II14 SUPERG=R SCREWS SHALL BE LENGTHENED O
X we SMS INTO IX2 (OR GUITERI- O FULLY PENETRATE SUB FASC01 9"..
.D. ATTACH TO UPRIGHT REPEAT ON OTHER SIDE OF IFNOFASCIAISEXISTING,ADO2•x O WTTH(2)Y10x2lXSMSTHRU
BEAMIPURUN 4° PT FASCIA WITH In' DR. LAG O UPRIGHTINTO 6CREWBOSSES
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R I SCALE:NTS 3 SCALE:NTS
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(2) 012 x 1-lW SMS INTO POST S (1)
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ANCHORINTO UNCRACKED
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ANDINTERNALANGLES.
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WDTH OF COLUMN) ANGLE WITH WW
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TABLE 'A' FOR QUANTITY) MIN 2-12'
INTO UNCRACKED CONCRETE MOLE
DEPTH a 3-1TLj. (2) Ye' DIA BOLTS
THRU COLUMN
O.B. AT CORNER POST
AT CENTER POST
6-3 POST TO FOUNDATION INTERNAL CONNECTION
3 SCALE:NTS
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x 1-lW SMS
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