HomeMy WebLinkAboutGARAGE PLAN - 12-13-18CONTRACTOR: B.A.C.H. LAND DEVEh"_-`lIENT, LLC.
DESIGN CRITERIA:
J Applicable Codes, Regulations, 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 AA ADMl 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.
4. Internal Pressure Coefficient =+/- 0.18 Enclosed
Loadine Criteria
1. Dead Load: 7 PSF
2. Live Load: 20 PSF ,
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Rtak Category 2.
3.2. 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.
VASD -124 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure C
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category Type I - Private
Gurnee: Non -Habitable, Unconditioned
Shed Roof Type - - - - - - - - - - -
L Roof Type: Gable
2. Roof Material 4" x 48" x 0.030" Elite EPS Foam Core Panel. 1.0 # density foam. Florida
Product Approval Number FL 7621-R4.
Foundation Desien
New Tvoe II 4" Monolithic Concrete Slab -12" x 18" w/(2) #5 Cent. 31" overlap at Joints on
3" choirs and poured w/2.500 PSI concrete. The foundations are based on a minimum soil
bearine pressure of 1,500 psf.
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. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to
ASTM B633, or mated stainless steel series 11300", 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 no; 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
u. 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 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 Ip-2.
c. Well 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.
e. Section R317.3.1 Fasteners for preservative -treated wood - Fasteners, including nub
and washers, for preservative wood shall be hot -dipped, zinc coated galvanized steel,
stainless steel, silicone bronze or copper. Coating types and weights for connectors in
contact with preservative -treated wood shall be in accordance with the corrector
manufacturer's recommendations. In the absence of manufactureee recommendations, a
minimum of ASTM A653 type 0185 zinc -coated galvanized steel, or equivalent, stall
be used.
9. Contractor shall provide Florida Product Approval information as to the exactwindow 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 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
engineering fee.
WIND SPEED AND EXPOSL ' -NAVE
BEEN DETERMINED USING„ 'E ADVANCED
AND GOOGLE EARTH.
WOOD AND ALUMINUM FRAMED STRUCTURE
LANDING IS REQUIRED AT EXTERIOR DOOR
PER FBRC R311.3
ASPHALT SHINGLES TO BE INSTALLED PER
FPA FL7006-RlO
N
O AND WINDOW LOCATION FOR SHED
BEVERIFIED IN FIELD BY CONTRACTOR
ALL ELECTRICAL TO BE INSTALLED PER 6TH
EDITION (2017) FLORIDA BUILDING CODE
COMPONENTS & CLADDING - !E)(P
DESIGN PRESSURES FOR WIND/DOORS:
+30.4 PSF / -40.7 PSF
ADJUSTED CO-EFFICIANT FOR C - 1.21
+36.8 PSF / -49.2 PSF
DOOR BETWEEN GARAGE AND HOME IS
PROVIDED BY MOBILE HOME MANUFACTURER
TO MEET CURRENT FLORIDA BUILDING
CODES.
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Permitting Department
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SCANNED
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SPECIFICATIONS N THE DESIGN
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DATE DRAWN
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NEW CONCRETE
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SIMPSON STRONG TIE HD5A
SINGLE 2X6PT
EMBEDMENT SCREW
GRADE WILL BE
10/08/18
(STRUCTURAL EQUIVALENT
MAY BE USED IN LIEU OF
SIMPSON STRONG TIE HD5A
SIMPSON STRONG TIE HD5A
(STRUCTURAL EQUIVALENT
SIMPSON STRONG TIE HD5A
(STRUCTURAL EQUIVALENT
ANCHOR @ 2' O.C.
NEW 4" MONOLITHIC SLAB PROTECTED FROM
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REVISION
HD5A)
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MAY BE USED IN LIEU OF
MAY LIEU OF
BE USED IN
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