HomeMy WebLinkAboutEngineering - TrueloveCONTRACTOR: South Florida Aluminum Products, Inc.
DESIGN CRITERIA:
A pplicablo Codes Rc ul ationg, 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 Structures, Part 1-A ofthe Aluminum Design
Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2010 Edition and the.
Guide to Aluminum Construction in high wind areas, 2010.
3. ASCE 7-10.
Loading Criteria
1. Livc Load: 1.0PSIF Mr 6th Edition (2017) Florida Building Cude, Appendix 1 SecUon 105.1
2. Dead Load: 2 PSF
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: 13isk Category 1.
3.2. Ultimate Design Wind Speed: Vvr.T = 150 MPH Nominal Design Wind Speed: V-D = 116
MPH.
3.3. Exposure Category, Section 1609.4.3: Exposure B
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 2 - Gla_s_.s_Roont: &
Wee Room: Non-Habltobie, Unconditioned
RooffType: NIONOSLOPE
Ruoff ASaR-tiai: 4" x 48" x0:024" composite panel Elite 2000, 2,0N density Yoam. Florida
Product Approval humher FL 7561-R4.
concrete. No additional concrete I'uotinu or slab is reaulred to rt- Msl the loads
Isin b Wire and in sound condition. free from structural crackinn. suaIGair. or other deterioration.I
New 4" cone. slab w/ rrbermesh filled iv2.500 PSI concrete. The roundatious are based on a
The follomng specifications are applicable to this project:
1. All work shall be in accordance with the 6th Edition (2017) 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. 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",
4. Approved concrete screw anchors to be Simpson Titen-HD or equivalent.
5. 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.
6. Door location shall be determined by contractor in the field.
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 Institule 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 lumber and plywood shall have grade marks and treatment identification and Shall conform to
the following:
a. Framing lumber shall be minimum no. 2 southern yellow pine and have a maximum
moisture content of 15%.
b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, as
recommended for the use condition. Pressure treated lumber shall be impregnated with a
cca salt treatment in accordance with f.s. tt-w-571 and bear the American Wood
Preservatives Institute quality mark 1p-2.
c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1.
d. Aluminum members that are uncoated shall be separated from PT lumber by 30# felt paper,
10 mil polyethylene sheet or equivalent material.
9. Contractor shall provide Florida Product Approval information as to the exact window being
utilized for this project, including manufacturers specifications, and installation methods for
anchoring the submitted windows to aluminum members and specific sizes as indicated on A-1.
Aluminum member thickness to be increased as required by the Florida Product Approvals for
anchorage of products.
10. Contractor shall provide any additional backing (aluminum, wood etc..) and anchors as
required by the window manufacturers recommended procedures.
11. All glass panels within 24" of a door opening shall be of tempered glass per FBC-R308.4
12. All flashing and weatherproofing shall be provided by the contractor.
13. Use of these plans acknowledges and accepts a limit of liability not to exceed design and
tnginecting fee.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH'.
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COMPONENTS & CLADDING 5-05'-0
DESIGN PRESSURES FOR WINDOWS / DOORS: 25'-0" 10'-0"
+24.3 PSF / -32.0 PSF
"RIQACT APPROVALS
HS-6200 (IMPACT) - FPA# FL7793.3-R3
FD-8750 (IMPACT - FPA FL14850.1-R3
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DRAWN BY
TP
DATE DRAWN
12/16/20
REVISION
SHEET NO:
A-1
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ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2x2: 2"x2"x0.046"
2 x 3: 2" x 3" x 0.050"
2 x 4: 2" x 4" x 0.050"
2x5: 2"x5"x0.050"
OPEN BACK SECTIONS
1x2: 1"x2"x0.040"
1x3: 1"x3"x0.045"
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"
2 x 9 SMB: 2" x 9" x 0.072"x 0.124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 1/2"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR
SIMPSON TITEN HD OR EQUIVALENT
SHEET INIFTAL SCREW4'S
IT W / BUILDEX OR EQUIVALENT
CHAIR RAIL
OPTION 2:
0,125" x 1 1 /7' x 21 /8" x 1 1 /7'
INTERNAL ALUM RECEIVING
CHANNELW/ (3) #10 x 3/4"
INTO GIRT EACH FACE & (3)
#10 x 3/4" INTO UPRIGHT
C CHAIR RAIL TO UPRIGHT DETAIL
A-2 SCALE: NTS
x3"x0.125"
(2) 3/8" DIA CONCRETE
SCREW ANCHORS
(3" CONC. EMBED)
1 " x 3" RC W/ 1/4" CONCRETE INTERNAL/EXTERNAL
SCREW ANCHOR 6" 3" x 3" x 118" EXTRUDED
FROM UPRIGHT & @�POST BASE W/ (2) 3/8"
24" O.C. (MIN. 3" EMBED DIA THRU BOLTS
3" x 3" POST TO CONCRETE CONNECTION DETAIL
A-2 SCALE: NTS
•
2" x 3" x 0.125"
a
a #12 x 3/4" SMS THRU RC
INTO 3" x EACH SI DE AT
16" 0 C. 3" FROM
CONCRETE
SEE DETAI L C / A-2 FOR
CONNECTION OF CHAIR
RAIL MEMBER
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1 1 /2" x 3 1/8" x 1 1 /2" x Q 067'
ALUM RECEIVING CHANNEL
a ALONG SIDE OF HOST WALL
ATTACHED W/
CONC:
1/4" D;kk 1 1/2" CONCRETE
SCREW ANCHORS AT 16" O.C.
WOOD:
1X' DIA.x 1 1/2" LAG SCREWS
■ AT 16" O.C.
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SLAB/FOOTING
SEE PLAN
C-, 2H3 TO HOST STRUCTURE DETAIL
A_2 SCALE: NTS
1 /8" x 7' x 2" EXTRUDED
ANGLE 5052 H-32 ALLOY EA
SIDE VW (4) #12 x 3/4" SMS
INTO UPRIGHT
SLAB / FOOTING
SEE PLAN
(1) 3/8" DIA CONCRETE
SCREW ANCHORS
(21/4" CONC. EMBED)
1" x 3" RECEIVING CHANNEL
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREW ANCHOR
(MIN, 1 1/4" EMBEd)
6" MAX EACH SIDE OF POST
AND 24" 0.0 MAX
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SIDE VIEW
UPRIGHT
PRE -HUNG
DOOR JAMB
DJ-1 UPRIGHT TO CONCRETE fl PRE -HUNG
-2 DOOR LOCATION DETAIL
SCALE: NTS
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DRAWN BY
TP
DATE DRAWN
12/16/20
REVISION
A
SHEET NO:
A-2.
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FASTEN ROOF PANEL TO
BEAM W/ #14 x 5"
W/ 1 1/2" DIA NEOPRENE
FACED WASHER @ 4" O C
0,125" x 1 1 /8" x 3" x 1 118"
INTERNAL ALUM RECEIVING
CHANNEL W/ (6) #12 x 3/4" INTO
UPRIGHT & (3) #12 x 3/4" INTO
TOP & BOTTOM OF BEAM
EACH SIDE OF UPRIGHT
NOTE:
#14 SMSx 1" MIN, LONGER
THAN PANEL W/ 1 1/2" DIA
NEOPRENE FACED WASHER
@ 12" D.C. ALONG LENGTH
OF ALL END BEAMS
4" COMPOSITE
ROOF PANEL
3"x3"x0125"
EDQE/END BEAM
3" x 3" x 0,125"
S COMPOSITE ROOF TO BEAM TO POST CONNECTION
A-3 SCALE: NTS
1" PER FT. MAX FOR 2-0"
MIN BEFORE STEEPER
SLOPE
I
4" NOMINAL SLAB- TYP
TYPE
FLAT SLOPE NO FTG
< 2:12
NOTES FOR ALL FOUNDATION TYPES:
1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING
PRESSURE OF 1,500 PSF.
2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND
COMPACTED PRIOR TO PLACEMENT OF CONC.
3, 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.
A TYPE I E QOTING SLAB
A-� s'ALE: rJ s
4" COMPOSITE ROOF
PROVIDESHIM
OR2"x2"x1/8"
ANGLE FOR SOLID
BEARING
1 " x 2" OPEN
& STICK
1/4" DIA x 6" LAG SCREW
INTO D(ISTING ROOF FRAMING
AT 12" O-C
3/8" DIA x 9" LAG SCREW
It FFO CONT. 2X4 CLEAT
INTO EXISTING ROOF FRAMING
AT 6" O.C.
S-� COMPOSITE ROOF TO HOST ROOF CONNECTION DETAIL
SCALE: NTS
(4) 910 x 2" INTO
SCREW BOSS
OF UPRIGHT
I
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kSEE
1 FOOTING
PLAN
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114" x 2114" CONCRETE
SCREW ANCHOR 6" FROM
UPRIGHT & @ 24" O.C.
MIN 1 114" EMBEDMENT
x UPRIGHT
11/7'x21/8"x11/2" x0.062"
RECEIVING CHANNEL W/
(3) #12 x 314" SMS EACH SIDE
INTO END BEAM & (3) 1/4" DIA x
2" LAG SCREWS INTO EXISTING
ROOF FRAMING
7' x 3'
END BEAM
■
EXISTING ROOF
S-2 END BEAM TO HOST ROOF CONNECTION DETAIL
A_`J? SCALE: NTS
2" x UPRIGHT
CORNER POST
1" x 7' O.B. FASTENED TO CORNER
POST W/ #12 x 1 1/2" SMS AT W FROM
TOP & BOTTOM RAILS. TYPICALLY @
24" O.C.
(1) #10 x 1 1/2" SMS
THRU SCREW BOSSES
2" x 2" x 1/8" ALUM ANGLE
EACH SIDE OF UPRIGHT
'N/ (2) #12 x 3/4" SMS INTO ,
UPRIGHT TO MISS SCREW
BOSSES
SLAB / FOOTING 2" x UPRIGHT
SEE PLAN_ _ CORNER POST
SIDE VIEW
(4) #10 x 2" SMS INTO
SCREW 80SS
CONTINUOUS OF UPRIGHT
1"x T OPEN SAGK� EACH UPRIGHT
1
3/8" DIAx 21/4" CONCRETE
SCREW ANCHOR
(MIN 1 1/4" EMBEDMENT)
Q-1 UPRI0HT TO CONCRETE DETAIL
A_ SCALE: NTS
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SEE PLAN
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1/4"x21/4"CONCRETE
SCREW ANCHOR 'FROM
UPRIGHT & @ 24" O.C.
MIN 1 1/4" EMBEDMENT
CP-1 CORNER POST TO CONCRETE DETAIL
A-3 SCALE: NTS
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DRAWN BY
TP
DATE DRAWN
12/16/20
REVISION
1 -
d -
a -
SHEET NO:
A-3
1-1