HomeMy WebLinkAboutConstruction PlansWIND SPEED AND EXPOSURE HAVE
CONTRACTOR: JSJ Windows
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 6dl Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter
20 Aluminum, and Chapter 23 Wood
2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum
Construction in I figh Wind Areas.
3. ASCE 7-10.
Loading Criteria
1. Live Load: 30 PSF per 6lh Edition (2017) Florida Building Code, Appendix I Section 105.1
2. Dead Load: 2 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: Vm.T =150 MPII Nominal Design Wind Speed: Vasa =116
MPH
3.3. Exposure Category, Section 1609.43: Exposure B
3.4. Screen Enclosure Sccfim2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category Type I - Patio Cover /
Screen Room on Wood Deck Non -Habitable, Unconditioned
Roof
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.030" composite panel Elite 2000.2.09 density foam. Florida
Product Approval Number FL 7561-R4.
Specifications
The following 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. Screen material slu d be 18/14 screen unless approved by Florida Aluminum Engineering, Inc.
4. Fasteners are required to be corrosion resistant, minimum SAE Gade 2 or better zinc plated to
ASTM B633, or coated stainless steel series'300", or uncoated stainless steel series "400".
5. Approved concrete scow anchor 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 2r
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. Merl accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded nip fabric - ASTM Al85
c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after
hatching is not permitted
d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice,
Pans 1, 2, and 3 including hot weather reconuncndations.
e. Moist core 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 harder.
h. All aluminum components embedded within concrete shall he 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. PT = Preservative Treated
c. Pressure treatments shall be osmosalts, osmose k-33, WOUNUM is or celcore, as
recommended for the use condition. Pressure treated lumber shall be impregnated with a
cca salt treatment in accordance with f s. tmv-571 and bear the American Wood
Preservatives Institute quality mark 1p-2.
d. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1.
e. Aluminum members that are uncoated shall be separated from PT lumber by 30# felt
paper, 10 mil polyethylene sheet or equivalent material.
9. All Bashing and weatherproofmg shall be provided by the contractor.
10. Dom location shall be determined by contractor in the field.
11. Use of these plans acknowledges and accepts a limit of liability not to exceed design and
engineering fee.
TECHNOLOGY COUNCIL'S WEBSITE
AND GOGGLE EARTH.
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REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
10'-0' ---T
+f 7'-6' -{`
NOTE
A NOSING NOT LESS
THAN 31e AND NO
MORE THAN 1 1/4'
SHALL BE PROVIDED
ON STAIRS PER 6M
EDITION (2017)
FBC-R311.7.5.3
3V HIGH ALUM RAIL
W/ 1' X 1• X 0.040-
PICKETS AT 4.0' MAX.
3'-0 WIN
4X4 POST t
(4) POSTS STAIR FRAMING
P1L%
TREADS/RISERS TO CONFr
TO 67H EDITION t20
PRONDE 2X12 PT TREADS
.ATTACHED TO 2X12 STRINGERS
WITH (2) SIMPSON TA10Z PER
STRINGER
NOTE: STAIR LOCARON TO BE
VERIFIED IN HF] n BY
CONTRACTOR
4TH WALL
CONSTRUCTION
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A-2 SCALE: MS
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SHEET NO:
SCALE: NTS
A-2
A-2
ALUMINUM MEMBERS DIMENSIONS
'HOLLOW SECTIONS
2x 2:
2"x2"x 0.046"
2x3:
2"x3"x 0.050"
2x4:
2"x4"x 0.050"
2x5:
2"x5"x 0.050"
OPEN BACK SECTIONS
1x2: 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 0.057'x 0.120"
2 x 8 SMB:
2" x 8" x 0.072"x 0.124"
2 x9 SNO:
2"x9"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:
SAIPSON TITEN HID OR EQUIVALENT
SHEET METAL SCREWS(SMS):
1TW / BUB.DEX OR EQUIVALENT
3"x T
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BOLTS INTO POST 8 (6)1/4" DIA
x 3 12" CONCRETE SCREW
ANCHORS INTO CONCRETE
B-f 3" x 3" POST TO CONCRETE CONNECTION DETAIL
A-3 SCALE: NTS
INTERNAUEXTERNAL
3" x 3" z 116" EXTRUDED
POST BASE 0 (2) 318"
DIA. THRU BOLTS
(2) 3/8" DIA x 6"
LAG SCREWS
ANCHORS SHALL
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ENGAGE SOLID
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WOOD HEADER
PROVIDE SOLID MOOD
OR GIRDER
r BLOCKING IF REQUIRED
TO FULLY ENGAGE
ALUMINUM FASTENERS
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(4) l6d TOE -NAILED
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A-3
SCALE: NTS
1/8" x T' x 2" EXTRUDED
ANGLE 5052 H-32 ALLOY
WOOD GIRDER
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SOLID WOOD GIRDER
PROVIDE FULL DEPTH a o
INTERMEDIATE BLOCKING e
BETWEEN JOISTS AS REQUIRED
TO FULLY ENGAGE FASTENERS
SIDE VIEW
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1" X T' BASE PLATE
ANCHORED DECK WITH
7 /4" LAG SCR
EW ANCHOR 8,
(MIN. 8" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX FRONT VIEW
KICK PLATE NOTES:
1. 0.02E ALUM
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2. SCREW ALL CORNERS
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3" x 0.062" ALUM
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2"x3"TOP RAIL - NO
WOOD ANGLE REQUIRED UNLESS
DECK SPLICED OR CORNER -
FRAMING ATTACH W/ (4) #10 x 4" LG
DJ-1 UPRIGHT TO WOOD DECK 0. PRE -HUNG
A_3 DOOR LOCATION DETAIL
SCALE: NTS
3" x 3" x 0.090"
2" x 3"
TOP RAIL W/
(4) #10 x 4" SMS
INTO POST
2"x2"x
z 118" A
(4) #10 x 3/4"
SMS INTO
SCREW BOSSES
(2) INTO TOP RAIL
(2) INTO POST
2" x 3"
END BEAM
2" x 3"
TOP RAIL W/
(4) #10 x 4" SMS
INTO POST
Tx 2"x
x 1/8" A
(4) #10 x 3/4"
SMS INTO
SCREW BOSSES
(2) INTO TOP RAIL
(2) INTO POST
#14 SMS x V MIN. LONGER
THAN PANEL W/ 1 IQ" DIA
NEOPRENE FACED WASHER
12" O.C. ALONG LENGTH
OF ALL END BEAMS
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NEOPRENE FACED WASHER 3 COMPOSITE
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ROOF PANEL
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11/2"DIA NEOPRENE' EXISTING I
_ _ _ .- -
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W Z
FACED WASHER @ 4" O.C. BUILDING
11B'x2l2'xll/8"X0.125" I
RECEIVING CHANNEL
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ALUM RECEIVING CHANNEL I
BOTTOM AS END CAP THRU BOLTS
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WI(3)#12 x 3/4"SMS EACH
V1
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SIDE OF BEAM & (2) 3/8' DIA
THRU BOLTS INTO THE POST
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POST 0,125"
POT
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= Z
S-1 COMPOSITE ROOF TO POST 4TH WALL DETAIL
S-2 COMP. ROOF TO CORNER POST 0) 4TH WALL DETAIL
S-3
5
SCALE: NTS
A-4
A-4 SCALE: NTS
COMPOSITE ROOF TO POST CONNECTION
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A_4 SCALE: NTS
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FACED WASHER (� 4 O.C. OF ALL END BEAMS
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\
F
0 K D M
RECEIVING CHANNEL
- - - - - - - (2) INTOTOPRAIL
2"X 3"x0.050" \
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(
\
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THRU BOLTS #14X 3/4"SMS EACH SIDE OF
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(3 TOTAL) NOM&�O3/8"DIA. THRU BOLTS
11/8"x2'x 11/8"xS'x0,125'
112'X21/8"x 11/2'z
DATE DRAWN
2"
ALUM RECEIVING CHANNEL
0.125" x 3" LONG ALUM
06/1
x 5" SMB
W/ (4) #14 x 3/4" SMS INTO
RECEIVING CHANNEL W/ (3)
1 /20
EACH SIDE OF BEAM & (4)
#12 x 3/4" SMS EA. FACE &
REVISION
#14 x 1" SMS INTO CORNER POST
(3) #12 x 3/4" INTO POST
i
3" z 3" x 0.125"
POST I
S-5 COMPOSITE ROOF TO POST CONNECTION
S-6 KNEE BRACE CONNECTION DETAIL
4
S-4 COMPOSITE ROOF TO POST (D CORNER CONNECTION
A_-4 SCALE: NTS
A _ A SCALE: NTS
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SHEETNO:
SCALE: NTS
A-4
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