HomeMy WebLinkAboutAPPROVED, Chibulka engineeringCONTRACTOR: South Florida Aluminum Products, Inc.
DESIGN CRITERIA:
_applicable Codes Wgubitions, and Standards
1. The 7th Edition (2020) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and AA ADM1 Specifications for Aluminum Structures, Part 1-A of
the Aluminum Design Manual prepared by The Aluminum Association. and the
AAF Guide to Aluminu n Construction in High Wind Areas.
3. ASCE 7-16.
Loading Criteria
1. Live Load: 10 PSF_per 7th Edition (2020) Florida Building Code, :'appendix I
Section 105.1
2. Dead Load: 1 PSF
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk
Category 1.
3.2. Ultimate Design Wind Speed: V- =150 MPH, Nominal Design Wind
Speed: VnsD =116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure B
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1 -
Screen Room: Non -Habitable. Unconditioned
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.024" Stractali Comp osite Panel, 1.0 # dens foam
Florida Product Apprnsa] Number FL 21443-R4.
Foundation Design
Ness Type 114" Monolithic Concrete Slab - S" x S" w/(1) #5 Cont. 31" overlap at
.joints on 3" chairs and poured w/ 2,500 PSI concrete. The foundations are based
on a minimum soil hearing presiurc of 1,500 pst
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the 7th Edition (2020) Florida Building Code,
and any other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no
manufacturer substitution is acceptable without the specific written, signed and
sealed authorization of Florida Aluminum Engineering, Inc.
3. Screen material shall be 18/14 screen unless approved by Florida Aluminum
Engineering, Inc.
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. Approved concrete screw anchors to be Simpson Titen-HD or equivalent.
6. 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.
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 1,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/- 1% - ASTM C 260
iv.Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than 5". Water
added after batching 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 cure 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 flashing and weatherproofing shall be provided by the contractor.
9. Door location shall be determined by contractor in the field.
10. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
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DATE DRAWN
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REVISION
SHEET N0:
A-1
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2" x 2" x 0.046"
2 x 3: 2" x 3" x 0,050"
2 x 4: 2" x 4" x 0.050"
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
1 x2: 1"x2"x0.040"
1 x 3: 1" x 3" 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 (SMB)
2 x 4 SMB: 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"
2 x 7 SMB: 2" x 7" x 0.05T'x 0.120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2x9SMB: 2" x 9" x 0.072"x 0.124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
MININfUM FASTENER EDGE DISTANCE: 1/2"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SIMPSON TITEN HD OR EQUIVALENT
SIIECT METAL SCREWS(SMS):
IT W / BUILDEX OR EQUIVALENT
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WOOD:
1/4" DI A. x 3" WOOD SCREWS, 6"
FROM GI RT & @ 12" O.C.
ONC
114" DIAL x 3" CONCRETE
SCREW ANCHOR, 6"
FROM GIRT & @ 24" O.C.
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A-2 SCALE: NTS
x UPRIGHT
(4) #10 x 2" INTO SCREW BOSS 2" x 2" x 1 /8" ALUM ANGLE
OF UPRIGHT EACH SIDE OF UPRIGHT
CONTINUOUS / UPRIGHT TO MISS SCREW
Et 1" x 2" OPEN lvCK
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114" x 2114" CONCRETE
SCREW ANCHOR 6" FROM
3/8" DI x 2 1/4" CONCRETE
UPRIGHT & Q 24" O.C.
SCREW ANCHOR
MIN 1 1/4" EMBEDMENT
(MIN 1 1/4" EMBEDMENT)
2" x UPRIGHT
CORNER POST
B UPRIGHT TO CONCRETE DETAIL
A_2 SCALE: NTS
1" x 2" O.B. FASTENED TO CORNER
PW W/ #12 x 1 1/2" SMS AT 3" FROM
TOP & BOTTOM RAILS TYPICALLY Q
24" O.C.
#10 x 1 1/2" SMS
RU SCREW BOSSES
SLAB/PbQ-ONG 2"xUPRIGHT �n SEE PLAN CORNER POST
SIDE VIEW
(4) #10 x Z' SMS INTO
SCREW BOSS
CONTINUOUS OF UPRIi3HT�
1" x 2" OPEN BACK-N EACH UPRIGHT
SLAB I FOOTING 3
SEE PLAN
FRONT VIEW 1/4" x 21/4" CONCRETE
SCREW ANCHOR 6"FROM
UPRIGHT & ® 24" O C.
MIN 1 1/4" EMBEDMENT
CP-'i CORNER P05T TO CONCRETE DETAIL
A-2 SCALE: NTS
KICK PLATE NOTES:
1. 0.024 ALUM
2 SCREW ALL CORNERS
3. 100 B -120 B WI ND ZONES
USE #8 x 5/8" SMS @ 12" O.C.
4. 120 C -140 B WIND ZONES
USE #8 x 5/8" SMS @ 8" O, C.
5. 140 C - 150 B WIND ZONES
USE #8 x 5/8" SMS @ 6" O.C.
6. 150 C & ABOVE WIND ZONES
USE #12 x 5/8" SMS @ 6" O.C.
7. SCREW GIRT, BOTTOM RAIL
& BOTH SIDES
8. MAX KICK PLATE HT = 36"
OPTION 1:
2" x 2" x 1/8" ALUM ANGLE
W/ (4) #12 x 5/8" EACH SIDE
CHAIR RAIL
CONTINUOUS
1" x 2" OPEN BACK
OPTION 2:
0.125" x 1 1 /2" x 21 /8" x 1 1/2"
INTERNAL OR EXTERNAL
ALUM RECEIVING CHANNEL
W/ (3) #12 x 3/4" I NTO
GIRT EACH FACE & (3)
#12 x 34' INTO UPRIGHT
T' x PATIO
EXTRUSION
C CHAIR RAIL TO UPRIGHT DETAIL
A-2 SCALE NTS
2" x UPRIGHT
(SEE PLAN)
(4) #10 x 2" SMS INTO
SCREW BOSS
OF UPRIGHT
SLAB I FOOTING
3 'j
SEE PLAN
1/4" x 21/4" CONCRETE
SCREW ANCHOR 3" FROM
UPRIGHT & @ 24" O C
MIN 1 1/4" EMBEDMENT
UPRIGHT
PRE -HUNG
DOORJAMB
DJ-1 UPRIGHT TO CONCRETE 0 PRE -HUNG
,4-2 DOOR LOCATION DETAIL
SCALE: NTS
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DRAWN BY
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DATE DRAWN
08/09/21
REVISION
4 ,
SHEEP NO:
A-2�
#14 x 4" SMS W! 3' COMPOSITE
W 1 1DIA. NEOPRENE PANEL
FACED WASHER @ 6' O.C.
3" x 0.062" ALUM
RECEIVING CHANNEL
W/ #10 x 3/4" TOP AND
BOTTOM AS END CAP
2" x 3" x 0.050"
2" x 3" x 0.050" TOP RAIL - END BEAM
NO ANGLE REQUIRED
UNLESS SPLICED OR Fir
CORNER -ATTACH
W1 (4) #10 x 4" LG TOP RAIL W/
(4) #i 0 x 4" SMS
2" x 4" x 0 050" INTO POST
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#14 SMS x 1" MIN. LONGER
THAN PANEL W/ 1 1/2" DIA.
NEOPRENE FACED WASHER
12" O.C. ALONG LENGTH
OF ALL END BEAMS
SIDE WALL
rS X 3 TOP RAIL CONNECTION TO 2X 4 UPR[GHT
A SCALE: NTS
3" COMP
PANEL
FLASHING - INSTALL
UNDER EXISTING DRIP EDGE
3" x 0,062" EXTRUDED
RECEIVER CHANNEL
#14 x 314" SMS @ 6" O.C.
TOP AND BOTTOM
W/ 1 1/2" DIA NECPRErIE
WASHER @ TOP SCREWONLY
3" COMPOSITE
C
1 /4" DI A. x 3'
LAG SCREV
12" QC
5-1 COMPOSITE PANEL TO FASCIA DETAIL
A J SCALE: NTS
31 " OVER LAP
S ON 3" CHAIRS
TYPE II
MODERATE SLOPE FTG
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NOTES FOR ALL FOUNDATION TYPES:
1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE
OF 1,500 PSF.
2. THE SLABIFOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND
COMPACTED PRIOR TO PLACEMENT OF CONC
3L CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1
4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH.
5 VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR NON -HABITABLE
CONCRETE FLAT WORK
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DRAWN BY
TP
DATE DRAWN
08/09/21
REVISION
f
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C:
E
A TYPE II FOOTING
A-3 S L
SHEET NO:
A-3