HomeMy WebLinkAboutENGINEERINGCONTRACTOR: Mario Russo Alwninw,
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.
Wind Loads
1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk
Category 1.
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: Vw.T =150 MPH, VAM =116 MPH
3. Exposure Category, Section 1609.4.3: B
4. Screen Enclosure Section 2002.4
Foundation Design
Existing concrete slab. 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
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 batching is not permitted.
d. Prepare and place concreteper.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
WIND SPEED . '7" EXPOSURE HAVE
BEEN DETERS 'sD USING THE ADVANCED
TECHNOLOGY '%_UUNCIL'S WEBSITE
AND GOOGLE EARTH.
SGAMED
ale
UCIF' COUNTY RUITAkkiG DMSION
REVIENV ED FOR C IANCE
REVIEWED BY
DATE 3231 JQ,
PLANS AND PERMIT MUST BE KEPT ON JOB
OP. NO INSPECTION WILL BE MADE.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH A!_ Al P140A4 9 901161
CONCEALED FASTENERS OR AMCHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
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ALUMINUM MEMBERS
HOLLOW SECTIONS
2x2: 2"x2"x0.046"
2x3: 2"x3"x0.050"
2x4: 2"x4"x0.050"
2x5: 2"x5"x0.050"
OPEN BACK SECTIONS
1x2: 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)
2x4SMB: 2"x4"x0.W'x0.100"
2x5 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 SUB: 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:
SMOSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW / BUILDEX OR EQUIVALENT
NOTE:
CENTERLINE OF BOLT TO
ANY FREE EDGE TO BE MIN 1" 2" x SMB BEAM
NOTCHED OVER UPRIGHT
(SEE A-1 FOR SIZE)
#10 x 1 1/2" SMS @ 1"
FROM UPRIGHT & 24" O.C.
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU BEAM
W/ (3) #10 x 1 1/2"
1" x FASTEN TO EAVE RAIL
i
W/ (2) #10 x 1 1/2" INTO-----
SCREW BOSSES
1
` (1)1/2" DIA. x 21/2" THRU BOLT
!•
W/ NYLOCK JAM NUT - IN LIEU
(2) #14 x 314"
OF NYLOCK JAM NUT, JAM NUT
EA SIDE
I 1"
1" W/ THREADLOCKER MAY BE USED
(OPTIONAL)
I
MIN
MIN 2" NOTCH @ INSIDE OF
UPRIGHT FOR BEAM
INSTALLATION REQUIREMENTS:
\_2".
BOLT IS TO BE INSTALLED AS TO
NOT DAMAGE BASE MATERIAL
SMB UPRIGHT
DO NO OVER TIGHTEN.
(SEE A-1 FOR SIZE)
UPRIGHT TO BEAM CONNECTION
A-2 SCALE: NTS
118" x 2" x 2" EXTRUDED
ANGLE 5052 H-32 ALLOY EA -
SIDE
ANCHOR
SLAB / FOOTING
SEE PLAN
(1) 318" DIA CONCRETE
SCREW ANCHORS
(21/4" CONC. EMBED)
• '
', ' 1 114- MIN CONC
CONC
f ANCHOR EMMEDMEN
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SIDE VIEW
" x 2" O.B. BASE PLATE - TYP
5d MIN EDGE DISTANCE FROM
EXTERIOR OF COLUMN TO
OUTSIDE EDGE OF SLAB
(1)1/2" DIA. THRU BOLTw/ NYLOCK
JAM NUT - IN LIEU OF NYLOCK JAM
NUT, JAM NUT w/THREADLOCKER
MAY BE USED
TIGHTEN TO CONTACT- DO NOT
OVERTIGHTEN
••'" as .. 8
s
�" ° ! .• 1"x 2" BASE PLATE ANCHORED TO
•, . • ® ° CONC W/ IK' CONCRETE SCREW
ANCHOR (MIN. 1 1/4" EMBED)
SLAB /FOOTINtG.
•. °' e a °f W MAX EACH SIDE OF POST AND
SEE PLAN °
FRONT VIEW
B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL
A-2 SCALE: NTS
—2!XP_URLINS ATTACHED TO
BEAM w/MIN (4) #— 10 x I _1Z'SMS
BEAMS
NOTE:
SEE CAL OUT BELOW FOR # OF SCREWS.
SCREWS SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY. DO NOT COUNT
SCREWS ON DRAWING.
NOTES:
1. GUSSET DIMENSIONS ARE MINIMUM (2)
REQ'D - (1) EA SIDE OF BEAM - MAYBE
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1 1W
C/C SPACING.
3. GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE.
SMS @ 1 1/4"
TOTAL)
5052-H32 GUSSET
2 1/2" x 1/8" x (GIRT OR PURLIN
WIDTH + 1/2" x BEAM DEPTH
OR UPRIGHT DEPTH -1/2-1
ALUM BACKING PLATE
6063-T6 ALUMNINUM
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#10 x 1 112" SMS INTO
REW BOSSES
SNAP OR SELF -MATING BEAM
C PURLIN OR GIRT TO BEAM OR POST DETAIL
A_2 SCALE: NTS
INTERNALLY SCREW
2" x 2" THRU UPRIGHT
W/ (4) #10 x 2" INTO
1"x 2" FASTEN TO 2" x 2"
W/ #14 x 1 1/2" @ 24" O.C.
2"x2"
(2) #14 x 34'
EA SIDE
2" x 4" x 1/16" BENT
ALUMINUM PLATE
W/ (4) #14 x 3/4" EA
LEG
F LOPED PURLIN TO UPRIGHT CONNECTION DETAIL
A-2 SCALE: NTS
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DATE DRAWN
02/28/18
REVISION
SHEET NO:
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6" WIDE x 0.125"'T' BRACKET /
NOTE
@ EACH BEAM ATTACHED TO
FASCIA W/ 3/8" x 3" LAGS (3
(2) 318" DIA x 4" LAG SCREWS FOR
SPANS GREATER THAN 30'-0"
8" WIDE EXTRUDED GUTTER
PER BRACKET) AND (1) 318" x 3"
BRACE REQUIRED AT ALL
LAG @ 24" O.C. AT GUTTER
(1)3/8"DAx4"LAG
BEAM OR UPRIGHT
(1) 318" DA x 4" LAG
SCREW INTO EXISTING
ATTACHMENT POINTS w/ (2)
SCREW INTO EXISTING
1"x 2" x 0.044" OPEN BACK
OVERHANG FRAMING
#10 x 3/4" SMS INTO GUTTER
OVERHANG FRAMING
W/ (2) #10 x 21/2" SMS THRU
OR RAFTER TAIL
LIP
OR RAFTER TAIL
BEAM INTO SCREW BOSSES
FROM)B 1EAM AND 24MO.C.1
(1) M x 2" SMS O.C.FROM BEAM AND 24" C.
MATING
j
ELEMENT
llJ
• •
CONTRACTOR TO VERIFY
(4) #10 x 2"SMS FROM
CONTRACTOR TO VERIFY
`.
2" x 4" FASCIA - IF LESS
1"x 2"INTO SCREW BOSSES
2" x 4" FASCIA - IF LESS
THAN 2" x 4" FASCIA, 2" x 4"
THAN 2" x 4" FASCIA, 2" x 4"
1/8" x 2" x 2" x 2" ALUM a • ••
SUB FASCIA SHALL BE
�5-'
SUB FASCIA SHALL BE
ANGLE W/ (4) #14 x 3/4"
SUPER PLACED OVER, LENGTHEN
PLACED OVER, LENGTHEN
SMS EACH FLANGE
GUTTER LAG SCREWS TO FULLY
LAG SCREWS TO FULLY
EACH SIDE OF BEAM
PENETRATE SUB FASCA
5" SUPER GUTTER
PENETRATE SUB FASCA
IF OTHER FASCIA, ADD 2" x
IF FASCIA,ER x
FASC
0.062" BACKING PLATE ON
4" PT FASCIA w/ LAG
4" PT A / l LAG
INSIDE OF GUTTER
BOLTS -1 INTO TRUSS
TO
BOLTS -1 1a' INTO TRUSS
UN
TAILS -COUNTERSINK
TAILS - COUNTERSINK
21/8"x 1 1/8"x.062" (MIN.)
FLUSH. WHEN INSTALLING
FLUSH. WHEN INSTALLING
ALUM RECEIVING CHANNEL
1/2" LAG SCREWS,
1l2" LAG SCREWS,
W/ MIN. (2) #12 x 3/4" SMS
PRE -DRILL w/ 3!8" DRILL TO
PRE -DRILL w/ 318" DRILL TO
PREVENT SPLITTING.
PREVENT SPLITTING.
G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
1 -3 SCALE: NTS
WOOD:
#10 x 3" WOOD SCREWS, 6"
FROM GIRT & @ 12" O.C.
CONC:
1/4" DIA x 3" CONCRETE
SCREW ANCHOR, 6"
FROM GIRT & @ 24" O.C.
(4) #10 x 1 112" INTO
/-SCREW BOSS
` HOLLOW
I I SECTION GIRT
x 2"
C-1 1X2 TO HOST STRUCTURE DETAIL
A_3 SCALE: NTS
G-A GUTTER BRACE & PURLIN ATTACHMENT DETAIL
A-3 SCALE: NTS
RECEIVING CHANNEL
FULL HT OF BRACE
W/ (2) #12 EACH FACE
(3) #12 SMS
INTO EAVE RAIL
ROOF BRACING CONNECTION DETAIL
EXTERNAL
RECEIVING CHANNEL
FULL HT OF BRACE
W/ (2) #12 EACH FACE
(3) # 12 SMS
INTO EAVE RAIL
H-3 ROOF BRACING CONNECTION DETAIL
A-3 SCALE: NTS
I9
NOTE:
CONNECTION DETAIL
AT EAVE RAIL
SIMILAR
6063 T6 ALUMINUM
4" x 4" x 118" PLATE
W/#14x 1" INTO EACH
MEMBER AS INDICATED
2"x2"x118"x4"ANGLE
PROVIDE #14 x 1" INTO EACH
MEMBER AS INDICATED
BELOW
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BASE PLATE
W
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H-i CORNER K-BRACE DETAIL
/ —3 SCALE: NTS
2"x2"x 118"ANGLE x 8" LONG
PROVIDE #14 x 1" INTO EACH
MEMBER AS INDICATED
K- B
FRONT WALL: 2" x 3" x
GIRT
K- B
FRONT WALL: 2" x 3" x
H'2 INTERMEDIATE K-BRACE DETAIL
A-3 SCALE: NTS
6063-T6 ALUMINUM
4"x8"x1/8"PLATE
W/ #14 x 1" INTO
EACH MEMBER AS
INDICATED
(MIN) UPRIGHT
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DATE DRAWN
02/28/18
REVISION
SHEET NO:
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