HomeMy WebLinkAboutapproved plansDE"SION CRITERIA:
WIND SPEED AND F POSURE HAVE
BEEN DETERMINP SING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the
Aluminum Design Manual prepared by The Aluminum Association, Inc.
Washington, D.C., 2005 Edition
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5:
Risk Category 1.
2. Basic Wind Speed, Figure 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:
Vr1LT =150 MPH, VASD =116 MPH
3. Exposure Category, Paragraph 1609.4.3: Exposure B
4. Building Category for Aluminum Structures, Paragraph 2002.6: Building
Category 1- Carport: Non -Habitable, Unconditioned
Roof Type '
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000, 1.0 density
foam, Florida Product Approval Number FL 7561-113. 952-RI
Foundation Design
Existing concrete. No additional concrete footing is required to resist the loads
imposed by the proposed construction if the existing footing is a minimum 8" x
8" and in sound condition, free from structural cracking, spalling, or other
deterioration.
Specifications
The following specifications me applicable to this project:
1. All work shall be in accordance with the 5th Edition (2014) 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 Suncoast Aluminum Engineering, LLC.
3. Screen Material: Design based on I8/14 or 20/20 Better View. Any other material
must be approved.
4. 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".
5. All Self Mating Beam Sections are to be stitched with either 914 screws 6" from
ends and 24" center to center or # 12 screws 6" from ends and 12" center to center.
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%-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
ii. Welded wire fabric-ASTM Al85
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 core or polyethylene curing permitted.
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.
h. All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
7. All flashing and weatherproofing shall be provided by the contractor.
S. Door location shall be determined by contractor in the field.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
3"X48"X0.024"
A-2
10'-61, 6'-0"
S T. Lli CIE 170OU�' VE LO LDLNG DTAIT"tON
.REVIEWED FOR CO.N aLIA CC
REVIEWED
DATE
I' ANS A.ti10 P T MUST BE KEPT ON JOB
011 NO INSPECTION WILL BE D4ADE.
THESE PLANS AND ALL PROPOSED WORT
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
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PROFESSIONAL SEAL
CONCEALED FASTENERS OR ATTACHM
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
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3X3XO.093 m
POST
8'-0"
AND SHALL COMPLY WITH PARAGRAPH R312.1.1
THRU R312.1.3 OF THE 5TH EDITION (2014) OF
THE FLORIDA BUILDING CODE RESIDENTIAL AND
PARAGRAPH 1607.8 OF THE 5TH EDITION FLORIDA
BUILDING CODE IN ADDITION TO ANY
REQUIREMENTS HEREIN.
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2 x3: 2"x3"x0.050"
2x4: 2"x 4"x 0.050"
2 x5: 2"x 5"x 0.050"
OPEN BACK SECTIONS
I x2: 1"x2"x0040"
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 (SKID)
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 7" x 0.057" 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: 1/2"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SIMPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW / BUILDEX OR EQUIVALENT
#14x47/8"SMSW/
1 1/2" DIA. NEOPRENE
3"
3"z x 0.099'
FACED WASHER@S'O.C.
POST
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(2) 3/8" DIA. CONCRETE
..:.
SCREWANCHORS ( (
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(3" CONC. EMBED)
INTERNALIEXTERNAL
I
3" x 3" x 1/8" EXTRUDED
3" COMPOSITE
I
POST BASE W/(2)318"
ROOF PANEL
DIA. THRU BOLTS
Tx 0.062" ALUM
RECEIVING CHANNEL (3) 3/8" DIA.
W/ #10 x 3/4" TOP AND THRU BOLTS
BOTTOM AS END CAP
2"x6" SMB
3" x 3" x 0.093"
...
POST
B 3" x 3" POST TO CONCRETE CONNECTION DETAIL
S RISER PAN ROOF TO POST CONNECTION
A-2 SCALE: NTS
A _2 SCALE: NTS
EXISTING HOST WALL
FLASHING - INSTALL
I
UNDER EXISTING DRIP EDGE
Ox
2"x6"SMB
3" x 0.062" EXTRUDED
RECEIVER CHANNEL
#14 x 3/4"SMS@6"O.C.
TOP AND BOTTOM
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WASHER ®TOP SCREW ONLY
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ANCHORS INTO WALL
1 112" x 21/8" x 1 1/2" x 6" x 0.052" WOOD:
ALUM RECEIVING CHANNEL (3)1/4" x 3" LAG SCREWS
T COMPOSITE PANEL
(2) 1/4" DIA. x 3"
W/ (5) 914 x 314" EMS EACH INTO WALL
LAG SCREWS
SIDE INTO BEAM
@ 6' D.C.
S-1 COMPOSITE PANEL TO FASCIA DETAIL
SCALE:
A-2
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A_2 SCALE: NTS
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CRITERIA:
1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16
Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the
Aluminum Design Manual prepared by The Aluminum Association, Inc.
Washington, D.C., 2010 Edition and the Guide to Aluminum Construction in
high wind areas, 2010.
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category 1.
2. Basic Wind Speed, Figure 1609C, State of Florida Debris Region & Basic
Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind
Speed: VuLT =150 MPH, VASD = 116 MPH
3. Exposure Category, Paragraph 1609.4.3: B
4. Screen Roof Enclosure Table 2002.4
Foundation Design
Existing concrete. No additional concrete footing or slab is required to
resist the loads imposed by the proposed construction if the existing slab is
a minimum 4" thick with an 8" x 8" thickened slab edge and in sound
condition, free from structural cracking, spalling, or other deterioration.
The following specifications are applicable to this project:
1. 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 +/- I%- 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
ii. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than 5".
Water added after botching 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 with the FBC.
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.
2. Aluminum extrusions shall be 6005 T5 Alloy
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. Screened enclosures containing swimming pools shall comply with the
applicable requirements of FBC R4501.17 Residential Swimming Barrier
requirements.
6. Screen material shall be 18/14 screen. unless approved by Suncoast
Aluminum Engineering, LLC.
7. Door location shall be determined by contractor in the field.
8. When installing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous screen tracks or upright, the pavers
must be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to
ensure full positive contact with concrete.
9. All flashing and waterproofing shall be provided by the contractor.
10. Use of these plans acknowledges and accepts a limit of liability not to
exceed design and engineering fee.
Roof Type
Roof Type: HIPPED GABLE
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ALUMINUM MEMBERS DIMENSIO]
HOLLOW SECTIONS
2 x2: 2"x2"x0.046"
2 x 3: 2" x 3" x 0,050"
2x4: 2"x4"x0.050"
2x5: 2"x5"x0.050„
OPEN BACK SECTIONS
I x2: 1"x2"x0.040"
Ix3: I"x3"x0.045"
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"
2x5SMB: 2"x5"x 0.050" x 0. 100"
2x6SMB: 2"x6"x 0.050" x 0. 120"
2x7SMB: 2"x7"x 0. 057" 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: 1/2"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SIMPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMM):
ITW / BUILDEX OR EQUIVALENT
MEMBER SIZE
EDGE "C"
2X4
Yz'
2X5
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2X6-2X70
1 04"
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU BEAM
W/ (3) #10 x 1 1/2" SMS
1"x FASTEN TO SAVE RAIL
W/ #10 x 1 1/2" SMS 6" FROM
UPRIGHTS 24" O.C.
(1)1/2" DIA. x 2l1Z' THRU BOLT
W/ NYLOCK JAM NUT - IN LIEU
OF NYLOCK JAM NUT, JAM NUT
W/ THREADLOCKER MAY BE USED
B
2"x SMB BEAM NOTCHED
OVER UPRIGHT
(SEE A-1 FOR SIZE)
2" x SMB UPRIGHT
(SEE A-1 FOR SIZE)
INSTALLATION REQUIREMENTS:
BOLT IS TO BE INSTALLED AS TO
NOT DAMAGE BASE MATERIAL.
DO NO OVER TIGHTEN.
PATENT PENDING
UPRIGHT
TO BEAM CONNECTION
A_n
SCALE: NTS
1/9' x 2" x 2" EXTRUDED
ANGLE 5052 H-32 ALLOY EA
SIDE
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SIDE VIEW
(1) 3/8" DIA. CONCRETE
SCREW ANCHORS
(21/4" CONC. EMBED)
SLAB/FOOTING
SEE PLAN
LI
FRONT VIEW
5d MIN EDGE DISTANCE FROM
EXTERIOR OF COLUMN TO
OUTSIDE EDGE OF SLAB
(1)1/2" DIA. THRU BOLT w/ NYLOCK
JAM NUT- IN LIEU OF NYLOCK JAM
NUT, JAM NUT w/THREADLOCKER
MAY BE USED
TIGHTEN TO CONTACT -00 NOT
OVERTIGHTEN
1"x 2" BASE PLATE ANCHORED TO
CONIC W/ 1/4" CONCRETE SCREW
ANCHOR (MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST AND
24" O.C. MAX
/ 13 \2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL
A_2 SCALE: NTS
NOTE:
SEE CALL -OUT BELOW FOR # OF SCREWS.
SCREWS SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY. DO NOT COUNT
SCREWS ON DRAWING.
2" x PURLINS ATTACHED TO
NOTES:
1. GUSSET DIMENSIONS ARE MINIMUM (2)
RE= - (1) EA SIDE OF SEAM -MAY BE
INTERNAL OR EXTERNAL.
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1114'
C/C SPACING.
3. GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE.
2 1/2" x 1/B" x (GIRT OR PURLIN
WIDTH + lM" x BEAM DEPTH
OR UPRIGHT DEPTH -10)
ALUM BACKING PLATE
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SCALE: NTS
2 x 2" PURLIN - NOTCH BOTTOM_
FLANGE TO OVERLAP UPRIGHT
2 x 2" x 118" 5052 - H32 ANGLE EA SIDE
OR
2 x 2" x 0.062" 5052-1-132 RECEIVING
CHANNEL
2"
1"x 2" x 0.044' OPEN BACK INTERNALLY
1.161-
SCREW TO UPRIGHT W/ (2) #10 x 1 112"
(2) #12 x 3/4" EACH LEG
SMS S FASTEN TO EAVE RAIL W/
EACH SIDE -SCREWS SHALL
#10 x 1 1/2" SMS SPACED 6" FROM
ENGAGE BOTH PURLIN AND
UPRIGHT AND AT 24"O.C.
UPRIGHT
NOTCH POST AS REQUIRED
FOR 2" x 2" EAVE RAIL
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1/4" DIA. x WCONCRETE
SCREW ANCHOR, 6"
FROM GIRT & @ 24" O.C.
,(4) #10 x 1 1/2" INTO
SCREWBOSS
x2"OR 2"X3"HOLLOW
.CTION GIRT
x 2"
C-1 1X2 TO HOST STRUCTURE DETAIL
A_3 SCALE: NTS
6" WIDE x 0.126"Z' BRACKET NOTE:
@ EACH BEAM ATTACHED TO (2) 3/8" DIA. x 4" LAG SCREWS FOR
FASCIA W/ 3/8" x 3" LAGS (3 SPANS GREATER THAN
PER BRACKET) AND (1) 3/8" x W
LAG @ 24" O.C. AT GUTTER (1) 3/8" DIA. x 4" LAG
V x 2" x 0.044" OPEN BACK SCREW INTO EXISTING
W/ (2) #10 x 2 1/2" SMS THRU OVERHANG FRAMING
BEAM INTO SCREW BOSSES OR RAFTER TAIL
(1) #10
FROM BE AND 24" O.C.1
MATING
ELEMENT
• •
TOR TO VERIFY
SCIA- IF LESS
x4"FASCIA, 2"x4"
7PENETRATE
1/8"x2"x2"x2"ALUM • s
CIA SHALL BE
ANGLE W/(4)#14x 3/4"
5"SUPEOVER, LENGTHEN
SMS EACH FLANGE
GUTTEEWS TO FULLY
EACH SIDE OF BEAM
TE SUB FASCIA.
FASCIA, ADD 2" x
0.062" BACKING PLATE ON
4" PT FASCIA W V2" LAG
INSIDE OF GUTTER
BOLTS -1 1/2" INTO TRUSS
21/8" x 1 118" x .062" (MIN.)
TAILS - COUNTERSINK
LUM RECEIVING CHANNEL
FLUSH. WHEN INSTALLING
W/ MIN. (2) #12 x 3/4" SMS
1/2" LAG SCREWS,
PRE -DRILL w/ 3/8" DRILL TO
PREVENT SPLITTING.
G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
A_3 SCALE: NTS
(3) # 12 SMS
INTO EAVE RAIL
I. ,\, Illii sill/0/
2"x2"z1/8"x4"ANGLE
PROVIDE#14x I" INTO EACH _ C O O•, J
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H-1 CORNER K-BRACE DETAIL
A-3 SCALE: NTS
2" x 2" x 10 ANGLE x 6" LONG
5052-H32 EXTERNAL PROVIDE #14x 1" INTO EACH
RECEIVING CHANNEL MEMBER AS INDICATED
FULL HT OF BRACE BELOW
W/ (2) #12 EACH FACE
ROOF BRACING CONNECTION DETAIL
5052-H32 EXTERNAL
FULL HT OF BRACE
W/ (2) #12 EACH FACE
(3) # 12 SMS
INTO EAVE RAIL
H-3 ROOF BRACING CONNECTION DETAIL
A-3 AL : .lg
6063-T6ALUMINUM
4" x 8" x 118" PLATE
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EACH MEMBER AS
INDICATED
K-BRACE: °
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FRONT WALL: 3"x2"x 0.070"
•
•
SIDE WALL: 2"x2"x 0.046'• ,....,_
..... _.-. ._.. ...... .._
GIRT
K-BRACE: f
f
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GIRT
FRONT WALL: 3"x2"x 0.070' /
(
SIDE WALL 2" x 2" x 0.046'
_4" (MIN) UPRIGHT
H-2 INTERMEDIATE K-BRACE DETAIL n
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DATE DRAWN
04/26/17
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CORNER PO
(2) #10 x 1 1/2" SI
2U SCREW BOSS
SLAB / FOOTING
SEE PLAN
(4) #14 x 3/4" SI
INTO PO
1"x 2" BASE PLATE
ANCHORED TO GONG W/ 1/4"
CONCRETE SCREWANCHOR
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
1"x 2" O.B. FASTENED TO CORNER
POST W/ #12 x 1 1/2" SMS AT 6" FROM
TOP & BOTTOM RAILS. TYPICALLY Q
24"O.C.
1/8" x 2" x 2" EXTRUDED ANGLE 5052
H32 ALLOY EA CORNER W/(2)#14x2"
SMS INTO POST & (1) 3/8" DIA.
CONCRETE SCREWANCHOR INTO
CONCRETE
21/4" MIN CONC
a . ANCHOR EMBEDMENT
—1
SIDE VIEW
�2"- CORNER POST W/1"x Z'@
i
BACKSIDE
3/8" x LENGTH AS REQUIRED
FOR 21/4"EMBED CONCRETE
SCREWANCHOR INTO
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FRONT VIEW
CP-1 CORNER POST TO CONCRETE DETAIL
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ANGLE 5052 H-32
SLAB / FOOTING
SEE PLAN
SIDE VIEW
(1) 3/8" DIA. CONCRETE
SCREW ANCHORS
(21/4" GONG. EMBED)
4 x 3/4" SMS
DJ
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ANCHORED TO CONIC W/ 1/4" s "
CONCRETE SCREWANCHOR '� «
(MIN. 11/4"EMBED) 4 - 4
6" MAX EACH SIDE OF POST. °$ 4
AND 24" O.C. MAX . S'
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DJ-1 DOOR JAMB TO CONCRETE DETAIL
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TP
04/26/17
REVISION
'ET NO:
-4