HomeMy WebLinkAboutPlansCONTRACTOR: RON RAYMOND ¢INSTRUCTION
DESIGN 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: Vma
=150 MPH, Vmm= 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 upon the existing slab by the proposed construction if the existing
slab is a minimum of 4" thick and in sound condition, free from structural
cracking, spalling, or other deterioration.
Specifications
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 +/- 1% - ASTM C 260
iv.Water reducing agent-ASTM C 494
v. Clean Potable water
A. 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 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 care 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 412 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 I8/14 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: MANSARD
WIND SPEED ANP-�.XPOSURE HAVE
BEEN DETERMIL i USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
0
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File Copy
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE.
CONTRACTOR OF RECORD
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SHEET NO:
A-1
ALUMINUM MEMBERS
HOLLOW SECTIONS
2x2:
2"x2"x0.046"
2 x3:
2"x3"x0.050"
2x4:
2"x4"x0.050"
2x5:
2"x5"x0.050"
OPEN BACK SECTIONS
I x2: 1"x2"x0.040"
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 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
MEMBERSIZE
EDGE"C"
2X4
2x5
"
2x6-2X10
I 1A"
Z. x SMB BEAM NOTCHED
OVER UPRIGHT
(SEE A-1 FOR SIZE)
1/8" x 2" x 2" EXTRUDED
ANGLE 5052 H-32 ALLOY EA
SIDE
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SLAB / FOOTING
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SEE PLAN « _.
SIDE VIEW
(1) CONCRETE
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SEE PLAN
FRONT VIEW
x 2" O.B. BASE PLATE -TYP
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 -DO NOT
OVERTIGHTEN
V x 2" BASE PLATE ANCHORED TO
CON _ W/ 1/4" CONCRETE SCREW
ANCHOR (MIN. 1 1/4" EMBED)
T MAX EACH SIDE OF POSTAND
24" O.C. MAX
B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL
A_2 SCALE: NTS
2" x PURLINS ATTACHED TO
NOTE:
SEE CALL -OUT BELOW FOR # OF SCREWS.
SCREWS SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY. DO NOT COUNT
SCREWS ON DRAWING.
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INSTALLATION REQUIREMENTS:
BOLT IS TO BE INSTALLED AS TO
NOT DAMAGE BASE MATERIAL.
DO NO OVER TIGHTEN.
PATENT PENDING
UPRIGHT
TO BEAM CONNECTION
A_2
SCALE:NTS
NOTES:
1. GUSSET DIMENSIONS ARE MINIMUM (2)
REO'D - (1) EA SIDE OF BEAM - MAY BE
INTERNAL OR EXTERNAL.
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN I IN'
C/C SPACING.
3. GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE.
rF SLOPED PURLIN CONNECTION DETAIL
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A_2 SCALE: NTS
SHEET NO:
A-2
File Copy
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US"x2"x2"x2"ALUM
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• • SUB FASCIA SHALL BE
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SUB FA CIA
SUB FASCIA SHALL BE
6083-T6 ALUMINUM
C
aTHAN
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ANGLEW1(4)#14x 314"
5"SUPER PLACED OVER, LENGTHEN
PLACED OVER, LENGTHEN
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EACH FLANGE
GUTTER LAG SCREWS TO FULLY
SUB FASCIA.MEMBER
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EACH SIDE OF BEAM
PENETRATE SUB FASCIA.
OTHER FASCIA, ADD 2' xcc
AS INDICATED
f K-BRACEIF
m
PLPJE ON
IF ER
q"PT FASCIA w/1/2"LAG
FRONT WALL:
f
W0.062"BACKING
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INSIDE OF GUTTER
PT
FASCIA 111"LAG
4"PT FASCIA w/1/2"LAG
SUPER GUTTER
BOLTS-11/2"INTO TRUSS
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x2" x0.0.0'
SIDE WALL 2"x2"x 0.04fi"
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BOLTS -1 1/2" INTO TRUSS
TAILS -COUNTERSINK
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21/B"x11/8"x.052"(MIN.)
TAILS -COUNTERSINK
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ALUM RECEIVING CHANNEL
FLUSH. WHEN INSTALLING
1/2" LAG SCREWS,
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CREW"DRILL
PRE -DRILL w/3/8"DRILL TO
W
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PRE-0RILL W TO
-
PREVENT SPLTTING.
BASE PLATE
PREVENT SPLITTING.
G-1 GUTTER BRACE
& PURLIN ATTACHMENT DETAIL
H-1
CORNER K-BRACE DETAIL
Z U g
G GUTTER BRACE
&MATING ELEMENT ATTACHMENT DETAIL
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A 3 SCALE: NTS
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MEMBERAS INDICATED
N W M r
RECEIVING CHANNEL
BELOW
FULL HT OF BRACE
W/ (2) #12 EACH FACE
WOOD:
#10x 3" WOOD SCREWS, 6'
—
—
FROM GIRT & @ 12' O.C.
CONC:
•
6063-T6ALUMINUM
717 DIA. x 3" CONCRETE
4" x 8" x 1 PLATE
SCREW ANCHOR, 6"
(3) # 12 SMS
' "
INTO
FROM GIRT &@24"O.C.
INTO EAVE RAIL
EACH MEMBER AS
In
(4) #10 x 1 1/2" INTO
INDICATED
f
W
SCREW BOSS -'
•
ROOF BRACING CONNECTION DETAIL
K-BRACE:
•O •
-- -- --
FRONT WALL: 2' x W x 0. 4 -
•
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SIDE WALL: 2"x2"z 0.046"
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K-BRACE:
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FRONT WALL: 2"x3"x 0.w,
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DRAWN BY
•
sloE WALL: 2" x z" x o.o4s"
4"(MIN)UPRIGHT
1"x 2"
•/
TP
DATE DRAWN
(3) # 12 SMS
ull
INTO EAVE RAIL
05/02/17
REVISION
C+'1
1X2 TO HOST STRUCTURE DETAIL
H-S
H-Z
K-BRACE DETAIL
A-3
SCALE: NTS
ROOF BRACING CONNECTION DETAIL
INTERMEDIATE
-
A-3
ALE: NT
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f'1
SCALE: NTS
SHEET NO:
A-3
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REQUIREMENTS
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ALUM ANGLE W/ (4) #14 x 3/4"
SMS EACH FLANGE W/
INTERNAL BACKING PLATES
PROFESSIONAL SEAL
GUTTER
PURLIN
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2"x2" x PURLIN DEPTH x 0.125"
r
GUTTER
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1"x 2" O.B. FASTENED TO CORNER
Q
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POST W/#72z11/2"SMS AT 6"FROM
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TOP & BOTTOM RAILS. TYPICALLY (off
1/8" x 2" x 2" EXTRUDED
z o¢
24" O C
ANGLE 5052 H-32 ALLOY
• •
(4) #14 x 3/4" SMS
z •'
• •
INTO DJ
N W .. u LL 0
1/B' x 2" x 2" EXTRUDED ANGLE 5052
CORNER POST
H-32 ALLOY EA CORNER W/ (2) #14 x 2"
SMS INTO POST B(1) 3/1
16„
CONCRETE SCREWANCHOR INTO,
'
CONCRETE
.4
pp21/4•
(2)#10x 11/2"SMS
MIN CONL•
THRU SCREW BOSSES
SLAB/FOOTING
°i + nNCNON srnaEOMexr
21/4" MIN CONIC
SEE PLAN
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e + ANCHOREMBEDMENTi1q
SLAB / FOOTING
W
SEE PLAN
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SIDE VIEW
0
SIDE VIEW
Q o
�2"—} CORNER POST W/T'x Z'@
I
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EL
(4)#14x 3/4"SMS
BACKSIDE
(1)3/8"CIA. CONCRETE
W 0 Q W
INTO POST
SCREWANCHORS
2"x2"DJ
3/8" x LENGTH AS REQUIRED
(2 1/4" CONIC. EMBED)
O O p' M
FOR 21/4"EMBED CONCRETE
V O J
r
SCREWANCHOR INTO
d y LL LL
CONCRETE
_.
.... ........ .... .....'..
DRAWN BY
1"x 2" BASE PLATE ...-.-..._....._..__ ..... .._.
-_.-...-...- .-. -...
ANCHORED TO CONC W/1/4"-
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CONCRETE SCREWANCHOR
"',{ ,, Aw 1.
DATE DRAWN
(MIN. 11/4'EMBED) "a ', ,. .,,
7"x2"BASE PLATE .w 4
6" MAX EACH SIDE OF POST"
a
z v '
ANCHORED TO CONIC W/94"
u
. ..
05/02/17
AND 24" O.C. MAX
.4
CONCRETE SCREWANCHOR
4
8,q
REVISION
(MIN.11/4"EMBED) 4
�s
6" MAX EACH SIDE OF POST
i
L
Al
FRONT VIEW
FRONT VIEW
SHEEP NO:
CP-1 CORNER POST TO CONCRETE DETAIL
DJ-1
DOOR JAMB TO CONCRETE DETAIL
A-4
SCALE:NTS
A
A4
SCALE: NTS
—4