HomeMy WebLinkAboutENGINEERINGCONTRACTOR: South Flo
DESIGN CRITERIA:
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminur
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 Aluminum Construction in High Wind
Areas.
3. ASCE 7-10.
Loading Criteria
1. Live Load:10 PSF per 6th 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. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Region & Basic Wind Speed, Section 1609.3.
and Table 1609.3.1 Equivalent Basic Wind Speed
VULT =150 MPH VASD =116 MPH
3.3. Exposure Category, Section 1609.43: Exposure B
3.4. Screen Enclosure Section 2007-4
4. Building Category for Aluminum Structures, Section 2002.6: Category Tape 1- Patio Cover / Wood Shed:
Non -Habitable, Unconditioned
RoofType
1. Roof Type: MONOSLOPE
2. RoofMaterial:- 3" x 12" x 0.019" Four Seasons Building Products Steel Rhino Panel, Florida Product
Approval Number FL 18464-RI.
Foundation Design
• Left Side Wall: Existing concrete. No additional concrete footing or slab is required to resist the loads
imposed upon the existing slab by the proposed construction if the existing slab is a minimum of 4"
thick and in sound condition, free from structural cracking, spalling, or other deterioration.
• Three Other Walls: Existing concrete. No additional concrete footing or slab is required to resist the
loads imposed by the proposed construction if the existing slab is a minimum 4" thick with an 8" x 8"
thickened slab edge and in sound condition, free from structural cracking, spalling, or other -
deterioration.
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 Suncoast Aluminum Engineering,
LLC.
3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material must be approved.
4. Fasteners are required to be corrosion resistant, minims SAE Grade 2 or better zinc plated to ASTM B633, or
coated stainless steel series "300", or uncoated stainless steel series "400".
5. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and 24" center to center a
912 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:
L Portland Cement Type 1,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
HL 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: -
L Reinforcing Bars - ASTM A615, grade 60
it Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after batchiag 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
£ 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 celcrue, as recommended for the um
condition. Pressure treated lumber shall be impregnated with a cca salt treatment in accordance. with £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 alum members and specific sizes as indicated on A-1.
10. Contractor shall provide any additional backing and anchors as required by the window manufacpaers
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 engineering fee.
WIND SPE ' ND EXPOSURE HAVE
BEEN DETI ,-. J QNED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSTTE
AND GOOGLE EARTH.
-_ COME FASTENERS OR ATTACHMENTS
ARE THE RESPONSINLIIY OF THE
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11 COMPOIJENTS tX.AO�IWG
DESIGN PRESSURES FOR WINDOWS / DOORS
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- A-3 SHEET NO:
F.LE A-1
ALUMINUM MEMBERS DI IENSIO��
HOLLOW SECTIONS ti r
2x2: 2"x2"x0.046"
2x3: 2"x3"x0.050"
2x4: 2"x4"xO.050"
2 x 5: 2" x 5" 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"x4"x0.044"x0.100"
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
2 x 6 SUB: 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"
2x9SM13: 2"x9"x0.072"x0.124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
M[N]MUM FASTENER EDGE DISTANCE:1/2"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SR PSON TITEN HD OREQUIVALENT
SHEET METAL SCREWS (SMS):
1TW / BUILDEX OR EQUIVALENT
(2) 3/8" DIA. CONCRETE
SCREWANCHORS•
(3" CONC. EMBED)
x 3" x 0.090"
INTERNAUEXTERNAL
3" x W x 1 /8" EXTRUDED
POST BASE W/ (2) 318"
DIA. THRU BOLTS
B 3" x 3" POST TO CONCRETE CONNECTION DETAIL
A-2 . SCALE: NTS
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A_2 SCALE: NTS
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CHANNEL W/ (12) #14 x 3/4"
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INTO POST POST
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3" x W x 0.090"
S-1 RHINO PANEL ROOF TO POST 4TH WALL DETAIL
A_2 SCALE: NTS
S-Z RHINO PANEL ROOF TO POST 4TH WALL DETAIL
A-2 SCALE: NTS
#12 x 3W' SMS W/
1 1/2" DIA.NEOPRENE FACED
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THRU BOLTS #14 x 3/4" SMS EACH SIDE OF
BEAM & (2) 3/8" DIA. THRU BOLTS
IINTO POST
2"x8"SMBIH I
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S-4 HINO PANEL TO CORNER POST CONNECTION
A-3 SCALE: NTS
H 2.5 AT ALL
2X4 HORIZONTAL
BLOCKING AT
SHEATHING SPLICE
(2)16d TOE NAILS
EACH END
(2) LSTA24 EA
SIMPSON STRONG
LTT
HEADER SCHEDULE
OPENING
HEADER SIZE
UP TO T-V
(2)2'x 6'
T-w TO S4'
(2) 2• x 8'
5'.5' TO T-T
(2) 2' x 1P
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TOP PLATE
DOUBLE 2X
3 -16d x 5 EACH SIDE IN
EACH HEADER
HEADER PER SCHEDULE
2 -2X4 STUDS MIN.
EACH SIDE OF OPENING
8d @ 24" OC STAGGERED
2X4 STUDS @ 16" O.C.
BOTTOM PLATE
SINGLE 2X PT
SIMPSON STRONG TIE
B-B TYPICAL WOOD FRAME WALL Q WINDOW SECTION
A-3 SCALE: NTS
3"x 12" RHINO
PAN PANEL
SELF -MATING
• • •
2" x 3" x 0.050"
KNEE BRACE
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RECEIVING CHANNEL W/ (3),
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(3) #12 x 3/4" INTO POST
S-G KNEE BRACE CONNECTION DETAIL
A-3 SCALE: NTS
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(2) LSTA24 EA END
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HEADER SCHEDULE
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HEADER SIZE
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(2) 2" x 6'
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(2) 2• x W
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(2) 2• x 10'
8'-7 TO 1zE'
(2) 2• x 12
TOP PLATE
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3 7.16d x 5 EACH SIDE IN
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STAGGERED
•2X4 STUDS @ 16" O.C.
H 2.5 AT ALL STUDS
BOTTOM PLATE
SINGLE 2X PT
SIMPSON STRONG TIE
SIMPSON STRONG TIE
LTT20B
LTT20B
A -A TYPICAL WOOD FRAME WALL
DOOR SECTION
A-3 SCALE: NTS
.
1 1/2" x 21/8" x 1 1/2" x:
ALUM RECEIVING
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SIDE ID
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A-3 SCALE: NTS
1/2':12' NIN
3" x 12" RHINO
f-PAN PANEL
(2) 2X4 TOP
HEADER SCHEDULE
OPEMNG
HEADER SIZE
UP TO 3'4'
(2) 2• x 6'
W-50 TO 64'
(2) Tx 8•
T-5' TO 6-'
(2) 2' x 10'
8'-7 T01zE'
(2) Y x 12•
BASED ON A MIN SOIL BEARING
PRESSURE OF 1,500 PSF
BEARING CAPACITY OF SOIL
SHALL BE VERIFIED BY LICENSED
CONTRACTOR PRIOR TO
POURING CONCRETE. '
2 THE SLABIFOUNDATION AREA
SHALL BE CLEARED OF DEBRIS
AND ROOTS AND SHALL BE
COMPACTED PRIOR TO
PLACEMENT OF CONCRETE
3. CONCRETE SHALL BE PER
SPECIFICATIONS IN THE DESIGN
SUMMARY.
1/4" DIA x 3" LAG SCREWS
W/ NEOPRENE WASHERS
@3"O.C.
12" OVERHANG MAX
HEADER SCHEDULE
VINYL SIDING ON #15 FELT
PAPER OR HOUSE WARP ON
1I2" APA RATED SHEATHING
2X4 S.Y.P. @ 16" O.C.
1. 1/2"APA RATED SHEATHING
CONTINUOUS FROM BOTTOM OF
BOTTOM PLATE TO TOP OF TOP
PLATE. SHEATHING IS PART OF
LOAD PATH TO GROUND.
2 IF SHEATHING HAS HORIZONTAL.
BREAK, IT CANNOT BE USED AS
PART OF LOAD PATH - USE H25
AT BOTTOM AND H2.5 AT TOP OF
EACH STUD.
NAIL PATTERN:
8d 4" O.C. @ EDGES
8d 4" O.C. INFILL
2X4 STUD
@ 16" O.C.
(1) 2" x 4" PT BOTTOM PLATE W/
•1/2" DIA. x 2 3/4" EMBEDMENT CONCRETE
SCREW ANCHOR AT Z O.C.
S-5 TYPICAL WOOD FRAME WALL SECTION
A-3 SCALE: NTS
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REVISION
n 02/23/18
SHEET NO:
A-3
CLIPS FROM POST TO WOOD
WALL ARE PROVIDED TO
TRANSFER PART OF THE
j UPLIFT FORCE TO FOUNDATION
t
2" x 3" PB
END BEAM
3'=x 3" x 0.093"
POST
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x 0.062"ALUM RECEIVING
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ALUM RECEIVING CHANNEL
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SIDE INTO BEAM
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DATE DRAWN
11/07/17
REVISION
SHEET NO:
A-4