HomeMy WebLinkAboutSHEDCONPRACCOR: Master Craft Alutnir.-- ._ •r
DESIGN CRITERIA:
pplicable Codes. Rcmdatioses, and Standards
Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design,
20 Aluminum, and Chapter 23 Wood.
he Aluminum Association. and the AAF Guide
Areas.
ASCE 7-10.
105.1
Dead Load:2 PSF
Wend Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1.
3.2. Basic Wind Speed, Figure 1609.3(31 State of Florida Debris Region & Basic Wind
Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:
V. = I50 MPH. V. = 116 MP as required by Local durEdiction
3.3. Exposure Category, Section 1609.4.3: E,mosureB
3.4. Screen Enclosure Section 20024
Building Category for Aluminum Structures, Section 2002.6: Category Type 1 - Wood
Shed : Non -Habitable. Unconditioned
of existing structure.
re following specifications are applicable m this project:
All work shall be in accordance with the 6th Edition (2017) Florida Building Code, and
arty other applicable local codes and regulations.
Aluminum extrusions shag be 6005 T5 Alloy. Due m quality control issues, no
manufac urer substitution is acceptable without the specific written, signed and sealed
authorization of Florida Aluminum Engineering, Inc.
Fasteners are required to be corrosion resistant, minhnum SAE Grade 2 or better zinc
plated to ASTM B633, or coated stainless steel series'300', or uncoated stainless steel
scrics'400'..
AR Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and
24" center m center or #12 screws 6' from ends and 12' center to cancer.
Door location shall be determined by contractor in the field
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
fi Aggregates - Large Aggregate 3W max - ASTM C 33
4 Aventminmg+/-1%-ASTMC260
iv.Water reducing agent - ASTM C 494
v. Clean Potable water
vL Other admixtures not permitted
b. Metal accessories shall conform to;
i. Reinforcing Bars- 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 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 tarrutes in compliance
with the FBC.
g. Concrete shall be placed over a polyethylene vapor harder
Is ALL aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
All lumber and plywood shall have grade marks and treatment identification and Shall
conform to the following:
a. Framing lumber shall be net mimum no. 2 southem yellow pine and have a
maximum moisture content of 15%.
b. Pressure treatments shall be osmosalts, morose k-33, womansalts or celcurq a9
recommended for the use condition. Pressure treated lumber shall be impregnated
with a cca salt treatment in accordance with fs. tt-w-571 and bear the American
Wood Preservatives h stitute 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 Pr lumber by 30#
felt paper, 10 mil polyethylene shect or equivalent material.
Contractor shall provide Florida Product Approval information as to the exact window
being utilized for this project, including manufacturers speci0cetiona and installation
methods for anchoring the submitted windows to Aluminum members and speck sins
as indicated on A-1.
Contractar shall provide any additional backing (aluminum, wood etc..) and anchors as
required by the window manufacturers recommended procedures.
All glass panels within 24' of a door opening shall be of tempered glass per
FBC-R308.4
All flashing and weatherproofing shall be provided by the contractor.
Use of these plans acknowledges and accepts a Iwh of liability not m exceed design
and engineering fee.
MIN. (2) 2X4 STUDS IN. (2) 2X4 STUDS
AT CONNECTIONS AT CONNECTIONS
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EXISTING
EXISTING
ALUMINUM
c
CAR PORT
SCREEN ROOM
o
i
ROOF
2X4PT
12 O.C.
t----10 —10" t
4`---10'-5"
TOP PLATE
DING M MATCH
VAPOR BARRIER
Y COX
3OTfOM PLATE
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(2) 2X4 TOP PLATE-1 - Z OVERHANG MAX.
HEADER SCHEDULE
OPENING
HEAOERSIZE
UP T03'4-
(2)YSP
3'-5"TOS4`
5'b`TO B'8'
(2)Yx1P
8'JTO 128
(2)Yx1Y
HEADER SCHEDULE
OPENNG
HEAOERSIZE
UPTO Y4
(2)YxP
3'-5"TO S<`
(2)Tx S`
5'-1 TO kS
(2)YxiP
9-7 TO IZ8
(2)7x12'
HEADER SCHEDULE
OPEN NO
HEADERSIZE
UP TO 3A
(2)YxP
3'd`TO5'4'
(2)YxP
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(2)YxiP
F-i TO IZS
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ILL.
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SEE HEADER SCHEDULE
u
VINYL SIDING ON TY-VIX
BARRIER PAPER OR
H 2.5 AT ALL STUDS
2
ccVAPOR
HOUSE WRAP ON 1/2"APA
RATED SHEATHING 2X4 SY.
TOP PLATE
2 5 AT ALL STUDS
u
E
® 12" O.C.
DOUBLE 2X
TOP PLATE
DOUBLE 2X
3
NOTES FOR WALL SHEATHING:
0
1. 1/2" APA RATED SHEATHING
2m HORIZONTAL
3 -16d x 5 EACH SIDE IN
CONTINUOUS FROM BOTTOM OF
BLOCKING AT
EACH HEADER
2X4 HORIZONTAL
9 - 16d %5 EACH SIDEIN
BOTTOM PLATE TOP OF TOP
SHEATHING
BLOCKING AT
EACH HEADER
N O
NOTES FOR ALL FOUNDATION TYPES:
N
PLATE SHEATHING IS PART OF
(2)16dTOE NIACE
(2) 76d TOE NAILS
SHEATHING SPLICE
W GGG¢
i. THE FOUNDATIONS SHOWN ARE
LOAD PATH TO GROUND.
EACH END
1' B 3/4"(2)
16d TOE NAILS
a. R
BASED ON A MIN SOIL BEARING
2. IF SHEATHING HAS HORIZONTAL
(2) LSTA24 EA END
--HEADER PER SCHEDULE
EACH END
Q
PRESSURE OF 1.500 PSF
BREAK, IT CANNOT BE USED AS
HEADER PER SCHEDULE
Q W 04
BEARING CAPACITY OF SOIL
PART OF LOAD PATH -USE
(2) - 2X4PT STUDS MIN.
2 - 2X4PT STUDS MIN.
1e
Q < U
SHALL BE VERIFIED BY LICENSED
H2.5AT BOTTOM AND H.2 AT TOP
EACH SIDE OF OPENING
EACH SIDE OF OPENING
Z)
CONTRACTOR PRIOR TO
OF EACH STUD.
1 S�"SIMPSON
(2) LSTA24 EA END
CR,1
0
POURING CONCRETE
2. THE SLABIFOUNDATION AREA
NAIL PATTERN:
1Ed@24"D.C.
d@24"OC STAGG BRED
W w 1 In p
SHALL BE CLEARED OF DEBRIS
Ed 4"O.C. Q EDGES
STAGGERED
2X4Pf STUDS 12" O.C.
®
O O J ~
AND ROOTS AND SHALL BE
Ed 6"O.C. INFILL
(p K O
COMPACTED PRIOR TO
2X4PT STUDS 49 12' O.C.
w- 0 CO O J
LL L)
PLACEMENT OF
, 0_ IL
3. CONCRETE HALL BE PER
2YAPTSTUD
DRAWN BY
THE
SPECIFICATIONS IN THE DESIGN
SUMMARY.
�12"O.C.
H 2.5 AT ALL STUDSBOTTOM
PLATE
TP
(1) 2" x 4" PT BOTTOM PLATE
SIMPSON STRONG TIE
SINGLE 2X T
STRONG TIE
BOTTOM PLATE
SINGLE 2X PT
DATE DRAWN
W/3/E"x4"DIA SCREW
ANCHOR @2O.C.
LTT2GB
LTT208
SIMPSON STRONG TIE
SIMPSON STRONG TIE
01l04/19
LTT2013
LTT20B
REVISION
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A -A
TYPICAL WOOD FRAME WALL (a]
DOOR SECTION
A-Z
SCALE MS
NEW MONOLITHIC SLAB
B-B TYPICAL WOOD FRAME WALL
WINDOW SECTION
4
S
A_n SCALE:NTS
G
SHEET NO:
TYPICAL WOOD
FRAME WALL SECTION
A-Z
SCALE: NTS
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