HomeMy WebLinkAboutPLANSCONTRACTOR: King Carter Alum, iIr1C.
'DESIGN CRITERIA:
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 ADMI. 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: 30 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 Tabled604.5: Risk Category 1.
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
MPHVASD=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 - Wood Shed:
Non -Habitable, Unconditioned
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.030" Structall Composite Panel, 1.0 # density foam, Florida
Product Approval Number FL 15491.1 R4
The following specifications are applicable to this project:
1. AD 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 in quality control issues, no manuf tmerer
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 am 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. Dom location shall be determined by contractor in the field.
6. Where concrete specifications are required, whether in the screen enclosure scope or cat, 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
iu. Airenralnin9+/-1%-ASTMC260
iv. Waterreducing agent- ASTMC 494
v. CleanPotable water
vi. Other admixtures; not pemitted
b. Metal accessories shall conform to:
i. Reinforcing Bans- ASTM A615, grade 60
ii. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" ormore than 5". Water added after
batching is not permitted
d. Prepare and place concrete per American Concrete Institute Manual of Standard
Practice, Parrs 1, 2, and 3 including hot weather recommendations.
e. Moist core or polyethylene curing pemtitred.
f. 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.
IL All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
7. All lumber and plywood shall have grade marks and treatment identification and Shall
confomi tothe 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 osmosa ts, osmose k-33, womansalts or celcure, as
recommended for the use condition. Pressure treated lumber shall be impregnated with
a con salt treatment in accordance with fs. tt-w-571 and bear 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 PF lumber by 30# felt
paper, 10 mil polyethylene sheet or equivalent material.
8. Contractor shall provide Florida Product Approval information as to the exact window being
milizedfor this pmject,including manufacturers specifications, andinuallationmethads for
anchoring the submitted windows to Aluminum members and specific sizes as indicated cm
A-1.
9. Contractor shall provide any additional backing (aluminum, wood etc..) and anchors as
required by the window manufacturers recommended procedures.
10. All glass panels within 24" of a door opening shall be of tempered glass per FBC-R308.4
11. All flashing and weatherproofing shall be provided by the contractor.
12. Use of these plans acknowledges and accepts a limit of liability not to exceed design and
engineering fee.
WIND SPEED "a"^ EXPOSURE HAVE
BEEN DETER:., ":D USING THE ADVANCED
TECHNOLOG.'c;OUNCIL'S WEBSITE
AND GOOGLE EARTH.
(2) 2X4STUDS
AT CONNECTION
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ST. Lucie Countv- vor,.
(2) 2X4STUDS
AT CONNECTION T
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2X5SMB
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4TH WALL
- `2X3KB
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3"X48"XO.030"
1.0 DENSITY
FOAM
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PANEL
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2x6PT ®
2x6PT
16 O.C.
16 O.C.
2x4PT
16 O.C.
20'-4"
11-0.
3"X48"XO.030"
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(2) 2X4 TOP PLATE
VINYL SIDING
HOUSE WRAP
1/2" PLY CDX CONCEALED FASTENERS OR ATTACHMENTS.
2X4PT BOTTOM PLATE ARE THE RESPONSIBILITY OFTHE
20'-4"
ZiESE PUTS r W ALL PROPOSED WORK
ARE SM-0 TO ANY CO.RREC IONS
REMISED FAY FIELD INSPECTORS THAT
hl,\y P,E NECESSARY IN ORDER TO
COMKI711TH ALL PSIFLICAME CODES.
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ALUMNUMMEMBERSDIMENSIOP'
HOLLOW SECTIONS
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All
2x 2: 2"x"x 0.0"
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2x3: 2"x3"x0.05050
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2x4:-2"x4"x0�50" -
2 x 5: 2" x 5" x 0.050"
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OPEN HACK SECTIONS
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SCREW ANCHORS
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FLASHING
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2 XAPn pCTIO 2S'x0.045"
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2 x 3 Snap: 2" x 3"x 0.050"
3^ COMPOSITE
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2 x 4 Snap: 2" x 4" x 0.045"
ROOF PANEL
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SELF MATING(SMB)
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2 x 4 SMH: 2" x 4" x 0.044"x 0.100"
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2 x 5 SMH: 2"x5"x 0.050"x 0.100"
2 x 6 SMB: 2" x 6" x 0.050"x 0.120"
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2x7SMB: 2"x7"x0.05T'x0.120"
2 x 8 SMB: 2"x8"x 0.072"x 0.124"
3°x3"x 1/8"ALUM FLANAGED
#14x47B"SMSW/ I
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2 x 9 SMB: 2" x 9" x 0.072" x0.124"
2x IDSMB: 2"x10"x0.092'x0.398"
3^xWx0.093"
POST BASE W/ (2) 318° DIA. THRU
BOLTS INTO POST & (6) IX' DIA
1 12^ DIA NEOPRENE EXISTING
FACED WASHER @4"O.C. BUILDING
W
POD 11 y
+
x 312" CONCRETE SCREWMINIMUM
ANCHORS INTO CONCRETE
/
Q Q
FASTENER EDGE DISTANCE: 1/2"®
®
THRU BOLTS
Z Z
MINIMUM FASTENER SPACING:3/4"
2" x 5" PB I
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CONCRETE SCREW ANCHOR:
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3"x B'x 0.093" __
LN 0 (J
SRvIPS0N TITEN HD OR EQUIVALENT
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POST
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SHEET METAL SCREWS (SMS):
°
ITW I BUH,DEX OR EQUIVALENT
°
"
cc_
S-1 COMPOSITE ROOF TO POST @ 4TH WALL DETAIL
U
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SCALE NTS
A 2
I/2':12' MW
1/4° x 5"LAG SCREWS
B "
Z z m
W/ 1DIA
1/T' DIA. NEOPRENE
3x 3" POST TO CONCRETE CONNECTION
DETAIL
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SCALE MS
OMPOSITE ROOF
ACED WASHER""" O.C.
AT ALL INTERIOR AND
= Z � m Z I ai
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EXTERIOR WALL LOCATIONS
2 u
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(2) 2X TOP PLATE
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`1 Z'OVERHANG MAX
LL
VINYL SIDING ON #15 FELT
PAPER OR HOUSE WARP ON
12^ APA RATED SHEATHING
H 2.5 AT ALL STUDS
2XPT SY.P. ®16" O.C.
TOP PLATE
H 2.5
AT ALL STUDS
DOUBLE 2X8
NOTES FOR WALL SHEATHING:
1. 12" APA RATED SHEATHING
TOP PLATE
2X6 HORIZONTAL
CONTINUOUS FROM BOTTOM OF
DOUBLE 2X8
BLOCKING AT
BOTTOM PLATE TO TOP OF TOP
PLATE. SHEATHING IS PART OF
-
SHEATHING SPLICE
V)
N
NOTES FOR ALL FOUNDATION TYPES:
LOAD PATH TO GROUND.
2gLOCIKING
(2) 18d TOE NAILS
EACH END
LLI D
1. THE FOUNDATIONS SHOWN ARE
BASED ON A MIN SOIL BEARING
2 IF SHEATHING HAS HORIZONTAL
AT
Z
PRESSURE OF 1.500 PSF
BREAK, IT CANNOT BE USED AS
SHEATHING SPLIC
0 W
BEARING CAPACITY OF SOIL
PART OF LOAD PATH - USE H2.5
(2)16d TOE NAILS
2 - 2X6PT STUDS MIN.
0 J
Q
SHALL BE VERIFIED BY LICENSED
AT BOTTOM AND H2.5 AT TOP OF
EACH END
EACH SIDE OF OPENING
Q W
CONTRACTOR PRIOR TO
EACH STUD.
X K
POURING CONCRETE
2. THE SLABIFOUNDATION AREA
NAIL PATTERN:
Bd 4�24°OC STAGGERED
ow-
=I= 111 LL M1
SHALL BE CLEARED OF DEBRIS
8d 4° O.C. Q EDGES
(2) - 2XBPT STUDS MIN.
t2XBPT
STUDS 4418"OC
J m
Q
AND ROOTS AND SHALL BE
8d 6"O.C. INFILL
EACH SIDE OPENING
F�
O }
COMPACTED PRIOR TO
I
Tm
m
rl
PLACEMENT OF CONCRETE
16d @ 24^ O.C.
0-X (DO LL
3. CONCRETE SHALL BE PER
LOAD BEARING WALL: 2X4PTSTUD @ 16-O.0
STAGGERED
DRAWN BY
SPECIFICATIONS IN THE DESIGN
NON -LOAD BEARING WALL: 2XBPTSTUD®16.O.C.
SUMMARY.
(1) 2' x PT BOTTOM PLATE W/
2X6Pf STUDS ®15' O.C.
BOTTOM PLATE
SINGLE 2X6 PT
TP
DATE DRAWN
2'DIA x23/4" EMBEDMENT CONCRETE
SIMPSON STRONGTIE
SIMPSON STRONG TIE
SCREW ANCHOR AT 2' O.C.
H 2.5 AT ALL STUDS
BOTTOM PLATE
LTT2013
LTT20B
12/17/18
" "" '•'.,
GRADE
SINGLE 2X6 PT
REVISION
4 DOSTINC:CONFRET�'.. ':.
SIMPSON STRTIE
ONG
SIMPSON STRONG TIE
1 -
LTT20B
LTT20B
S-D
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/s-Y \TYPICAL WOOD FRAME WALL (rD WINDOW SECTION
A-2 SCALE: NTS
a
TYPICAL WOOD FRAME WALL 0 DOOR SECTION
A-2
SCALE:NTS
SHEET NO:
S TYPICAL WOOD
FRAME WALL SECTION
A_n SCALE
MS
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KING CARTER ALUMINUM
1603 EDGEVALE ROAD
FORT PIERCE, FLORIDA 34982
772-461-5369 r a
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