HomeMy WebLinkAboutPLANS`CONTRACTOR: B.A.C,H. LAND DEVET-�pMENT, LLC.
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
q. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design,
Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 mid AA ADMI Specifications for Aluminum Structures, Part 1-A ofthe
Aluminum Design Manuel prepared by The Aluminum Association. and the AAF Guide to
Aluminum Construction in High Wind Areas.
3. ASCE 7-10.
4. Internal Pressure Coefficient =+/- 0.18 Enclosed
Loadin_�Criteria
1. Dead Load (Screen Room): 2 PSF
3. Live Load (Screen Room): 10 PSF per 6th Edition (2017) Florida Building Code, Appendix
I Section 105.1
4. Dead Load (Private Garage): 7 PSF
5. Live Load (Private Garage): 20 PSF
6. Wind Load (Screen Room):
6.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: R1sk Category 1.
----6:2-Basio-WindSpeed,-Figure-1609..3(3),-Sthteo€Florida-DebrisR4on-&rBasicWind-Spe4
Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VULT =150 MPH.
VASD =116 MPH
6.3. Exposure Category, Section 1609.4.3: Exposure C
6.4. Screen Enclosure Section 2002.4
7. Building Category for Aluminum Structures, Section 2002.6: Ca_ teeory Type 1 - Screen Room
Non -Habitable, Unconditioned
8. Wind Load (Private Garage):
8.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 2.
8.2. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Region & Basic Wind Speed,
Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VULT=160 MPH.
V ASD =124 MPH
8.3. Exposure Category, Section 1609.4.3: Exposure C
8.4. Screen Enclosure Section 2002.4
9. Building Category for Aluminum Structures, Section 2002.6: Category Type 1 - Private
Garage: Non -Habitable, Unconditioned
Screen Room Roof Type
1. Roof Type: Gable
2. Roof Material: 3" x 48" x 0.024" Elite 2000 Composite Panel 1.0 # density foam. Florida
Product Approval Number FL 7561-R4.
Shed Roof Type
1. Roof Type: Gable
2. Roof Materis4" x 48" x 0.030" Elite EPS Foam Core Pane4 1.0 # density foam, Florida
Product Approval Number FL 7621-R4.
Foundation Design -
New_Type II4" Monolithic Concrete Slab -12" x 18" w/(2) #5 Cont. 31" overlap at ioints on
3" chairs and poured w/2,500 PSI concrete. Thefoundations are based on a minimum sob
bearing pressure of 1,500 psf.
Specifications
The following specifications we 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. 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.
5. Door location shall be determined by contractor in the field.
6. 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 1/4" 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 Bum - ASTM A615, grade 60
iL 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 per
the FRBC 318.
g. Concrete shall be placed over apolyethylene 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 celcume as
recommended for the use condition. Pressure treated lumber shall be impregnated with a
coa salt treatment in accordance with f.s, tt-w-571 and beer the American Wood
Preservatives Institute quality mark Ip-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 309 felt
paper, 10 mil polyethylene sheet or equivalent material.
e. Section R317.3.1 Fasteners for preservative -treated wood - Fasteners, including nuts
and washers, for preservative wood shall be hot -dipped, zinc coated galvanized steel,
stainless steel, silicone bronze or copper. Coating types and weights for connectomin
contact with preservative -treated wood shall be in accordance with the connector
manufacture's recommendations. In the absence of manufacturer's recommendations, a
minimum of ASTM A653 type 0185 zinc -coated galvanized steel, or equivalent shall
be used.
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 (aluminum, wood etc..) and anchom as
required by the window manufacturers recommended procedures.
11. All glass panels within 24" of e. 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 SPEED AND EXPOST-7,1 VE
BEEN DETERMINED USINh iE ADVANCED
OUNCIL'S WEBSITE
AND GOOGLE EARTH.
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WOOD AND ALUMINUM FRAMED STRUCTURE
IfLANDINGIS REQUIRED AT EXTERIOR DOOR
PER FBRC R311.3
ASPHALT SHINGLES_ TO BE INSTALLED PER
FPA FL7006-RlO
NOTE:
DOOR AND WINDOW LOCATION FOR SHED
TO BE VERIFIED IN FIELD BY CONTRACTOR
ALL ELECTRICAL TO BE INSTALLED PER 6TH
EDITION (2017) FLORIDA BUILDING CODE
COMPONENTS dt CLADDING - VAm
DESIGN PRESSURES FOR WINDOWS / DOORS:
+30.4 PSF'/ -40.7 PSF
ADJUSTED CO-EFFICIANT FOR EXP C - 1.21
+36.8 PSF / -49.2 PSF
DOOR BETWEEN GARAGE AND HOME IS
PROVIDED BY MOBILE HOME MANUFACTURER
MTO MEET CURRENT FLORIDA BUILDING
CODES.
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DEC 13.2018
Permitting Department
St. Lucie County, FL
THESE PLANS AND ALL PROPOSE
ARE SUBJECT TO ANY CORRECTIC:
REQUIRED BY FIELD INSPECTORS
MAY BE NECESSARY IN ORDER TO
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DATE DRAWN
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SIDE INTO BEAM
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REVISION
I
12/12/18
S-3 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL
S'4 COMPOSITE ROOF TO RIDGE BEAM CONNECTION
B-1 3" x 3" POST TO CONCRETE CONNECTION DETAIL
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BOTTOM PLATE
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4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH.
SIMPSON STRONG TIE HD5A
SINGLE 2X6PT
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5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR NON -HABITABLE
(STRUCTURAL EQUIVALENT
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DEC 13.2018
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CONCRETE FLAT WORK
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MAY BE USED IN LIEU OF
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Permitting Department
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MEMBERS
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1. THE FOUNDATIONS SHOWN ARE
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BEARING CAPACITY OF SOIL
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(3) 16D TOE NAILS TOP
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PLACEMENT OF CONCRETE. @ 16" O.C.
NEW CONCRETE
3. CONCRETE SHALL BE PER
SPECIFICATIONS IN THE DESIGN
(1) 2" x 6" PT BOTTOM PLATE NOTE
TP
BOTTOM PLATE
SIMPSON STRONG TIE HD5A
SIMPSON STRONG TIE HD5A
SUMMARY.
ALL WOOD IS
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DATE DRAWN
SIMPSON STRONG TIE HD5A
SINGLE 2X6PT
(STRUCTURAL EQUIVALENT
(STRUCTURAL EQUIVALENT
EMBEDMENT SCREW WITHIN
(STRUCTURAL EQUIVALENT
MAY BE USED IN LIEU OF
MAY BE USED IN LIEU OF
ANCHOR @ 7 O.C. GRADE WILL BE
10/08/18
MAY BE USED IN LIEU OF
SIMPSON STRONG TIE HD5A
HD5A)
HD5A)
NEW 4" MONOLITHIC SLAB
PROTECTED FROM
REVISION
H05A) (STRUCTURAL EQUIVALENT
W/ THICKENED EDGE (FOR TERMITE DECAY BY USE OF
MAY BE USED IN LIEU OF
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1 12/12/18
HD5A)
B'B TYPICAL WOOD FRAME WALL WINDOW SECTION
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PLYWOOD. 2017
S-5 TYPICAL WOOD FRAME WALL SECTION FBC R317.1(1-7)
A_ A SCALE: NTS
4" COMP ROOF
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2" x 3" x 0.050"
KNEE BRACE
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S-B KNEE BRACE CONNECTION DETAIL
A_55 SCALE: NTS
#14 x 5 7/8" SMS \W
1 1/2" DIA. NEOPRENE
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4" COMPOSITE
ROOF PANELI
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ATTACH AS INDICATED
(3) 318" DIA.
THRU BOLTS
4" x 4" x 0.125"
CARRIED POST
i'-2" x 10" SMB
S-7 RIDGE BEAM TO ROOF PANEL CONNECTION
A-5 & CARRIED POST CONNECTION DETAILS
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DRAWN BY
TP
DATE DRAWN
10/08/18
REVISION
A 12/12/18
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SHEET NO:
A-5-
02-39