HomeMy WebLinkAboutGARAGE PLAN - 3-15-19CONTRACTOR: B.A.C,H. LAND DEVELOPMENT, LLC. WIND SPEED AND EXPOSURE HAVE
DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED
Applicable Codes. Regulations, and Standards lil�ri1VVLVuY %-VUINL
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Deiga, AND GOOGLE EARTH.
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 Manuel prepared by The Aluminum Association. and the AAF Guide to
Aluminum Construction in High Wind Areas.
3. ASCE 7-10.
Loading 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: Rlsk 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 1 - Private
Games: Non -Habitable, Unconditioned
Shed Roof Type
1. Roof Type: MONOSLOPE
2. Roof Materiel: 4" x 49" x 0.024" Elite 2000 Composite Panel 1.0 # density foam Florida
Product Approval Number FL 7561-R4.
Foundation Design
New Type II 4" Monolithic Concrete Slab -12" x 19" w/(2) #5 Cont 31" overlap at taints on
3" chairs and poured w/2,500 PSI concrete. The foundations are based on a minimum soil
bearing 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 Budding Code, and any
other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 TS 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 3/4" max - ASTM C 33
iii. Air entraining +1- 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 atbx
hatching 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 shell be placed over a polyethylene vapor barrier.
I 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
eca salt treatmentm 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.
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 connectors in
contact with preservative -treated wood shall be in accordance with the connector
manufacturer'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 Otis 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 anchor as
required by the window manufacturers recommended procedures.
I1. 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.
f 10'-0" 1,
WOOD AND ALUMINUM FRAMED STRUCTURE
LANDING IS REQUIRED AT EXTERIOR DOOR
PER FBRC R311.3
ASPHALT SHINGLES TO BE INSTALLED PER
FPA FL7006-RlO
11NOTE:
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 & CLADDING - VAW
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
TO MEET CURRENT FLORIDA BUILDING
CODES.
T--- 5'-0" --T
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CONCE4LED FASTENERS ORAIMCHMENTS
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DATE DRAWN
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T►'i1-8e PUNS AND ALL, - -0p'
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REVISION
130
0 1//18
2 1/30/18
02/19/19
4 03/08/19
SHEET NO:
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ALUMINUM MEMBERS DEVIENSIONS
HOLLOWSECTIONS
2x2: 2"x2"x0.046"
2x3: 2"x3"x0.050"
2x4: 2"x4"x0.050"
2x5: 2"x5"x0.050"
OPEN BACK SECTIONS
1 x 2: 1" x 2" x 0.040"
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 T' 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: 10
MINEVIUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR
SIMPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
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NOTES FOR WALL SHEATHING:
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WASHERS TO ENGAGE (4) 2X6
DOUBLE
TOP PLATE
1. 7/16" APA RATED SHEATHING
CONTINUOUS FROM BOTTOM OF 2X6 BLOCK BETWEEN
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4" COMP. ROOF PANEL
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7/16" APA RATED SHEATHING
H 2.5 AT ALL STUDS
(2) SIMPSON CS16
O.C. ABOVE
BREAK, IT CANNOT BE USED AS
PART OF LOAD PATH • USE SP1 2X6 S.Y.P. @ 16" O.C.
TOP PLATE
DOUBLE 2X6
WRAPPED OVER
GARAGE DOOI
AT BOTTOM AND SP2 AT TOP OF NOTE:
TOP PLATES
HEADER
EACH STUD. ALL WOOD SHEATHING & FRAMING
NAIL PATTERN: THAT REST ON CONCRETE EXTERIOR
2X6 HORIZONTAL
BLOCKING AT
3 - 16d x 5 EACH SIDE IN
EACH HEADER
SP SERIES
DETAILS
8d 4" O.C. @ EDGES FOUNDATIONS AND ARE LESS THAN
8d 6" O.C. INFILL 8" FROM THE EXPOSED GROUND
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NOTES FOR ALL FOUNDATION TYPES: OR
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AT THIS LOCATION
(2) SIMPSON MSTA30
CONTRACTOR PRIOR TO PROTECTED FROM DECAY BY USE
U o
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Sd @ 24" OC STAGGERED
CONNECTED TO (3) 2X12SYP
a TOP PLATE W/ SIMPSON
EACH SIDE OF GARAGE
POURING CONCRETE. OF NATURALLY DURABLE WOOD OR
WOOD THAT IS PRESERVATIVE
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2X8 STUDS @ 16 O.C.
STRONG TIE LSTA24
2. THE SLAB/FOUNDATION AR
AREA
SHALL BE CLEARED OF DEBRIS TREATED. THIS INCLUDES ALL STUDS
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(2) 2X6 S.Y.P. #2 Uj
317.1(6)).
J
d U r_ J D_ U_
3 16D TOE NAILS TOP
(ONE PER STUD)
STUDS
AND ROOTS AND SHALL BE 2X6 STUD AND PLYWOOD (FBRC
DRAWN BY
AND BOTTOM
N EACH SIDE OF GARAGEJACK
COMPACTED PRIOR TO @ 16" O.C.
PLACEMENT OF CONCRETE.
GARAGE PORTAL FRAMELAI
3. CONCRETE SHALL BE PER (1) 2" x 6" PT BOTTOM PLATE
Tp
SIMPSON STRONG TIE HDSA
BOTTOM PLATE
SINGLE 2X6PT
f•.;:•;.1..; . ,,.;.. ., •,.., a..,. ..
:, :• NEWQNc}�ETE ..; •.. `•• '', ?• "•,•»... •,• '•. j';'
SPECIFICATIONS IN THE DESIGN W/ 1/2' DIA. x 21/2"
SUMMARY. EMBEDMENT SCREW
DATE DRAWN
(STRUCTURAL EQUIVALENT
•' .;•.•, •
ANCHOR @ 2' O.C.
10/08/18
MAY BE USED IN LIEU OF
HDSA)
SIMPSON STRONG TIE HDSA
(STRUCTURAL EQUIVALENT
SIMPSON STRONG TIE HTT6
SIMPSON STRONG TIE HTTS
NEW 4" MONOLITHIC SLAB
W/ THICKENED EDGE E
REVISION
BE USED IN LIEU OF
W/ 5/8" DIA. ADHESIVE ALL
THREADED ANCHOR ZINC
W/ 5/8" DIA. ADHESIVE ALL
THREADED ANCHOR ZINC
INSPECTION)
; .•':: +.
12/12/18
HDSA)E
PLATED ROD W/ MIN 6 1/2
PLATER ROD W/ MIN 6 1f2"
S„ I
,, :'';l , : ,) 18" GRADE
02/19/19
CONCRETE EMBEDMENT
SIMPSON SET-XP ADHESIVE
CONCRETE EMBEDMENT
SIMPSON SET-XP ADHESIVE
4.'� :' • •p
" ' • •�.: :'
»
B-B VYPICAL WOOD FRAME WALL WINDOW SECTION
OR EQUIVALENT
OR EQUIVALENT
4
A-3
SCALE: NTS
-
GARAGE DOOR FRAMING
S-FJ
SHEET NO:
A-3
SCALE: NTS
TYPICAL WOOD FRAME WALL SECTION
A-3 SCALE: NTS
A-3
R #14x5"SMSW/
1 1/2" DIA. NEOPRENE
FACED WASHER @ 4" O.C.
4" COMPOSITE
ROOF PANEL
-
EXISTING
EXISTING
OVER HANG
OVER HANG
-
T2"
x6'SMBe
2"x6"SMB
•
o
11 2' x 2 1/8" x i i /2" x 6" LONG
2" x 10" SMB
x 0.062" ALUM RECEIVING
NOTCHED AT OVERHANG
CHANNEL W/ (5) #14 x 3/4' SMSEACH
SI DE OF BEAM & (I 3/8"
14"
14.'x4"x0.125'-
x 10" x 1/8" ALUM
DIA. THRU BOLTS INTO POST
STRAPS BOTH SIDE
#12 x 3/4" @ 24"O.C.
(2) 318" DIASTAGGEREDTOP
ITHRU
BOLTS
AND BOTTOM
POST(2)
S—F) OMPOSITE ROOF TO POST
INTERIOR CONNECTION
A-4
SCALE:
NTS
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FULLLENGTH
GARAGE HEADER
AT HEADER, FIELD NAIL THRU SHEATHING
& METAL STRIP W/ 10d COMMON
2X6 CORNER STUD
NAILS OR 16d SINKERS AT LOCATIONS
HEADER
2X6 CORNER STUD
(3" GRID PATTERN)
\
---
TOP OF
PANEL
o
�^
(2) MSTA30STRAP
' ' \
(SEE DETAIL SPA /A-4
•
•
3
$
F
11"
•
> •
SHEATHING TO HEADER
(SEE DETAIL SP-2/A-4
FOR EXTERIOR FACE)
FOR INTERIOR FACE)
FIELD NAIL (2) MSTA30 STRAPS
1 1/2" x 1 1/2" x 0.25"
T
TO POST & HEADER W/
JAT
ANGLE BRACKET
/
\ /
TOP PLATE
(10) 10D COMMON NAILS
EACH END OF DOOR
Y
HEADER (BY OTHERS)
OR (10) 16D SINKER NAILS
W/ (4) 3/8" DIA, x 2112"
/ \
(10) 1/4" DIA. X 4" SDS
AT TOP & BOTTOM OF
\
LAG SCREWS
SCREWS
EACH STRAP
,
EACH FLANGE
\
/
(10) 1/4" DIA. X 4" SOS
SCREWS
1/2" PANEL SHEATHING
NOTE
POSITION HEADER FLUSH
AGAINST SHEATHING
� /
X
(2) 2X8 JACK
(2) 2X6 JACK
STUDS
STUDS
SP-2
OP OF WALL CONNECTION
EXTERIOR FACE
SP-3
A-4
SCALE: NTS
5.75"
PORTAL WALL SECTION
SP-1 TOP OF WALL CONNECTION INTERIOR FACE
A-4
SCALE: NTS
A-4
SCALE NTS
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gg
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W
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G. �r_dLL
DRAWN BY
TP
DATE DRAWN
10/08/18
REVISION
Q 12/12/18
Q 02/19/19
Q 03/08/19
0 -
SHEET NO:
+- G
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