HomeMy WebLinkAboutENGINEERINGCONTRACTOR: The Porch Facto,a- . T.LC.
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 ADM1 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: Vui.T =150 MPH, VASD =
3. Exposure Category, Section 1609.4.3: C
4. Screen Enclosure Section 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
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".
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. All Porch Factory Beam Sections are to be stitched with #12 screws, 6" from
ends and 12" center to center.
6. Screened enclosures containing swimming pools shall comply with the
applicable requirements of FBC R4501.17 Residential Swimming Barrier
requirements.
7. Screen material shall be 18/14 screen. unless approved by Suncoast
Aluminum Engineering, LLC.
8. Door location shall be determined by contractorin the field.
9. 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.
10. All flashing and waterproofing shall be provided by the contractor.
11. Use of these plans acknowledges and accepts a limit of liability not to
exceed design and engineering fee.
Roof Type
Roof Type: HIPPED GABLE / MANSARD
WIND SPEED 1 EXPOSURE HAVE
BEEN DETEP ED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
SaMNED
BY
St @wale Coo
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
ST. LIICIE COUNTY B ,G DIVISION
A EVIEWED FOR CO, CE
REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESSARY IN ORDER TO AJ
COMPLY WITH AI L, APPWCANW Co®nt '
REVIEWED BY
DaTF, 3l�Li�
PLANS AND PERMIT MUST RE KEPT ON JOB
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ARE THE RESPONSISILP OF THE
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DATE DRAWN
05/02/17
REVISION
02/16/18
SHEET NO:
A-1
ALUMINUM MEMBERS DIMENSI'_ }
HOLLOW SECTIONS
2 x 2: 2" x 2" x 0.046"
2 x 3: 2" x 3" x 0.050"
2 x 4: 2" x 4" x 0.050"
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
1 x 2: 1" x 2" x 0.040"
1 x3: 1"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"
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 0.05T' x 0.120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2x9SMB: 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
PFB: PORCH FACTORY BEAM
MEMBER SIZE
EDGE "C"
2X4
Y"
2x5
—1"-
2X6-2X10
1y"
MEMBER SIZE
EDGE "C"
3.75 PFB"
5.75 PFB
6.75 PFB
1 Ys'
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU BEAM—,
W/(3)#10x112'SMS
1"x FASTEN TO EAVE RAIL
W/ #10 x 1 1/2" SMS 6" FROM
UPRIGHT & 24" O.C.
(1) 112" DIA x 21/2" THRU BOLT
W/ NYLOCK JAM NUT - IN LIEU
OF NYLOCK JAM NUT, JAM NUT
W/THREADLOCKER MAY BE USED
INSTALLATION REQUIREMENTS:
BOLT IS TO BE INSTALLED AS TO
NOT DAMAGE BASE MATERIAL
DO NO OVER TIGHTEN.
PATENT PENDING
ii
BEAM NOTCHED
OVER UPRIGHT
(SEE A-1 FOR SIZE)
A-1 FOR SIZE)
rD UPRIGHT TO BEAM CONNECTION
A_2 SCALE: NTS
1/8" x 2" x 2" EXTRUDED
ANGLE 5052 H-32 ALLOY EA
SIDE
l" x 2" O.B. BASE PLATE-TYP
1114 MIN CONC
21/4"MIN CONC v ANCHOR EMBEDMENT
.ANCHOR EMBEDMENT ' a a
MIN + a 5d MIN EDGE DISTANCE FROM
SLAB / FOOTING 4 _ EXTERIOR OF COLUMN TO
SEE PLAN o °• ' OUTSIDE EDGE OF SLAB
SIDE VIEW
(1)1/2" DIA. THRU BOLTw/ NYLOCK
JAM NUT - IN LIEU OF NYLOCK JAM
NUT, JAM NUT W THREADLOCKER
(1) 3/8" DIA. CONCRETE MAY BE USED
SCREWANCH0 S I TIGHTEN TO CONTACT -DO NOT
(21/4" CONC. EMBED)—� OVERTIGHTEN
' ° �• Al .• r 1" x 2" BASE PLATE ANCHORED TO
d CONC W/ 1/4" CONCRETE SCREW
ANCHOR (MIN. 1 1/4" EMBED)
e
SLAB / FOOTING • . . B 6" MAX EACH SIDE OF POST AND
SEE PLANMAX
FRONT VIEW
rB 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL
/ -2 SCALE: NTS
2" x PURLINS ATTACHED TO
BEAM w/MIN (4) #10 x 1 1/2" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
3/16" 5052-H32 GUSSET
1 14'
NOTE:
SEE CALL -OUT BELOW FOR # OF SCREWS.
SCREWS SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY. DO NOT COUNT —
SCREWS ON DRAWING.
SMS @ 1 14' O.C.
TOTAL)
TYP
NOTES:
1. GUSSET DIMENSIONS ARE MINIMUM (2)
RED D - (1) EA SIDE OF BEAM - MAY BE
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1 1/4"
C/C SPACING.
3. GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE.
2 1/2" x 1/8" x (GIRT OR PURLIN
WIDTH + 1/2" x BEAM DEPTH
OR UPRIGHT DEPTH -1/2')
ALUM BACKING PLATE
6063-T6 ALUMNINUM
CHAIR RAIL MEMBER
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REW BOSSES
/BEAM
C PURLIN OR GIRT TO BEAM OR POST DETAIL
� -2 SCALE: NTS
2"xW
1 " x 2" x 0.044" OPEN BACK
FASTEN TO EAVE RAIL W/
#10 x 1 1/2" SMS SPACED 3"
FROM UPRIGHT & @ 24" O.C.
x PURLIN
2" x 2" x 1/8" x V LONG ALUM
ANGLE EACH SIDE UP UPRIGHT W/
(2) #12 x 3/4" SMS INTO PURLIN
(2) #12 x 3/4" SMS INTO 2" x 3"
(2) #12 x 3/4" SMS INTO UPRIGHT
(2) #12 x 3/4" SMS INTO 1" x 2"
rF SLOPED PURLIN CONNECTION DETAIL
A-2 SCALE: NTS
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DATE DRAWN
05/02/17
REVISION
SHEET NO:
A-2
6' WIDE x 0.125"'T' BRACKET
@ EACH BEAM ATTACHED TO
NOTE:
3/8" LAG SCREWS FOR
1/8" S.S. CABLE
1 x x 1 A�6 GALA.
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FASCIA W/ 3/8" x 3" LAGS (3
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SPANS GREATER THAN 30'-0"
STEEL CLIP W/ (2) 3/8"DIA
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PER BRACKET) AND (1)3/8"x3"
x 2 3/4" EMBEDMENT
CONCRETE SCREW
LAG @ 24" O.C. AT GUTTER
(1) 3/8" DIA x 4" LAG
ANCHOR
-
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1" x 2" x 0.044" OPEN BACK
SCREW INTO EXISTING
OVERHANG FRAMING
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OR RAFTER TAIL
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SEE PLAN
ELEMENT
• •
1/8" S.S. CABLE
❑
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CONTRACTOR TO VERIFY
1 1/4" x 5 5/8" x 1B"
W
2" x 4" FASCIA - IF LESS
ALUM FLAT BAR
Q
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1/8" 2" 2" 7' ALUM
THAN 2" x 4" FASCIA 2" x 4"
�S'SUPER
6063-T6 ALUMINUM
W
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x x x • •
SUB FASCIA SHALL BE
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ANGLE W/ (4) #14 x 3/4"
PLACED OVER, LENGTHEN
GUTTER
W
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SMS EACH FLANGE
EACH SIDE OF BEAM
LAG SCREWS TO FULLY
SLAB/FOOTER
O
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PENETRATE SUB FASCIA.
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0.062" BACKING PLATE ON
IF OTHER FASCIA ADD 2" x
4" PT FASCIA 1/2" LAG
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MID DEPTH
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BOLTS -1 1/2" INTO TRUSS
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TAILS - COUNTERSINK
FLUSH. WHEN INSTALLING
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ALUM RECEIVING CHANNEL
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1/2" LAG SCREWS,
PRE -DRILL w/ 3/8" DRILL TO
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of H LL
PREVENT SPLITTING.
(1) 3/8" DIA. x 3" EMBEDZ
SLAB / FOOTING
C
CONCRETE SCREWANCHOR
SEE PLAN'
G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
H-_ CABLE CONNECTIONS AT FOUNDATION
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SCALE: NTS
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SCALE: NTS
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4"
PURLIN MAX
(9) #14 x 3/4 SMS
1/8"PLATE ON 45°ANGLE
r
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r
WOOD:
CONTRACTOR TO INSTALL
6063-T6 ALUMINUM
r
#10 x 3" WOOD SCREWS, 6"
(2) #14 x 2" SMS THRU BRACE
r
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FROM GIRT & @ 12" O.C.
INTO BEAM THRU GUSSET
r
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CONC:
PLATE
1/4" DIA. x W CONCRETE
•
• • • /
SCREW ANCHOR, 6°
DETAIL #2
FROM GIRT & @ 24" O.C.
•
/ — — — — _ —
Q = U
(4) #10 x 1 1/2" INTO
•
/
b LL
SCREW BOSS
•
LLIW N a
EYE BOLT FOR CABLE TENSION
to
W fA rn
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cA co LL LL
1 1/2 CONTRACTOR SHALL RUN
DRAWN BY
2" x 2" OR 2" X 3" HOLLOW
4„
1/4" THRU BOLT TO ATTACH
W/ NYLON WASHER &
PERIMETER FRAMING
TP
SECTION GIRT
MAX.
STAINLESS STEEL NUT
DATE DRAWN
• •
05/02/17
1"xz,
5"Li
REVISION
1 1/2" x 5" x 1/8"
(4) #12 EA MEMBER
1
5052-H32 PLATE
DETAIL #1
SHEET NO:
-� 1X2 TO HOST STRUCTURE DETAIL
H-3 ROOF BRACING CONNECTION DETAIL
H'2 CABLE CONNECTION AT CORNER
A-3
SCALE: NTS
^ -3
SCALE: NTS
A -3
SCALE: NTS
A-3
r
3/16"S.S.CABLE
��� �/j
1 /8" x 6" x 1 14' A-36 GALV.
STEEL CLIP W/ 3/8" DIA.
VAA!
.. , • •
(2)
x 2 3/4" EMBEDMENT
(4) #14 x 3/4" SMS
1/8" x 2" x 2" EXTRUDED • • INTO DJ
ANGLE 5052 H-32 ALLOY
v
CONCRETE SCREW
• •
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ANCHOR
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DBL. COMPRESSION
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SLEEVES
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a ,' 2"'1-MIN CONC "
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SLAB / FOOTING ° a ' .. / � •
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SEE PLAN
r
EAL
SLAB / FOOTING
SEE PLAN
SIDE VIEW
3/16" S.S. CABLE
❑
1 1/4" x 5 5/8" x 1/9'
ALUM FLAT BAR
(1) 3/8" DIA. CONCRETE
cc 0
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SCREW ANCHORS I 2" x 2" DJ
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(MIN. 1 1/4" EMBED) m
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3/8" DIX x 3" EMBED
6" MAX EACH SIDE OF POST q • , • q• ; q j,
CONC. SCREW ANCHOR SLAB / FOOTING
AND 24" O.C. MAX
SEE PLAN.
a
H-4
FRONT VIEW
Z c
CABLE CONNECTIONS AT FOUNDATION
A_4 SCALE: NTS
DJ-1 DOOR JAMB TO CONCRETE DETAIL
J
/�-4 SCALE:NTS
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1" x 2" O.B. FASTENED TO CORNER
p ui umi W
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TOP & BOTTOM RAILS. TYPICALLY @
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-
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t 118' x 2" x 2" EXTRUDED ANGLE 5052
(18) #14 x 3/4 SMS
CORNER POST E f H-32 ALLOY EA CORNER W/ (2) #14 x 2"
T
SMS INTO POST & (1) 3/8" DIA.
1/8" PLATE ON 45' ANGLE
CONCRETE SCREWANCHOR INTO
6"
6063-T6T6 ALUMINUM
a CONCRETE
!
1 s
(2) #10 x 1 1/2"SMS -- --- — —
THRU SCREW BOSSES
_-.___ ...__ _ _. —_. _.._
a
;• 21/4"MINCONC
• • • •
ANCHOREMBEDMENT
• • • • /
SLAB / FOOTING
EYE BOLT FOR CABLE TENSION 1
SEE PLAN °q 4
LLI
• • •
• / !I!
SIDE VIEW
Q = W
{-2"--} CORNER POST W/ 1"x 2" @
I I
tom' LL Ill
(4) #14 x 3X' SMS BACKSIDE
W IllN
INTO POST
—� fn
3/8" x LENGTH AS REQUIRED
O Q C.)
FOR 21/4" EMBED CONCRETE
= r O .J
SCREWANCHOR INTO
ch LL V-
_
CONCRETE
DRAWN BY
1"x 2" BASE PLATE
ANCHORED TO CONC W/ 1/4" �, • ;
S°•
TP
PERIMETER FRAMING t
CONCRETE SCREW ANCHOR
t
(MIN. 1 1/4" EMBED)
®
DATE DRAWN
�6"sY
6" MAX EACH SIDE OF POST a , a.
AND 24" O.C. MAX x
05/02/17
•�
REVISION
d
i
;•
a'
_
FRONT VIEW
SHEET NO:
H-5 CABLE CONNECTION AT CORNER
A-4 SCALE: NTS
CP-1 CORNER POST TO CONCRETE DETAIL
A-4 SCALE: NTS
A-4
4' Chainlink Fence (to be
(Basis of Bearings)
N88'11'30"W 260.00'1
Prop. 4' gate (D) (M)
Prop 4' CLIP
\�\ Back from Top of Slope
rox Edge of Water \ Remnants of 4' CLF
G
(see no \ (to be removed)
\\ \\ Top Proposed ool
\ ��fS/ope Enclo ure!
,x CL of Creek \ \\
rIJ
3
I'd 5/8" IRC E
Not Legible
Fd 5/8" IRC I
Bent 0.3' South Ili
LB 4644
0.5' West
I " orainfield om
m: Area
o Access
77.5'
oAccess ' �_....................................
(see note) \\\ \\
\ \ \ Pool Area
i \ liryP\ \09 \ 4• 7IP-10
S
c�
Pavers
\ \ \ Prop. 4' Adtio S9S.
\ \\ \ gate
\ \ \ \ 7rrPrP !.. •.
\ \ 00q,
(oj �Ml
Culvert with _
mitered ends
Prop. 12'
electric gate
Co
r
�o. 1 W
. � �Q, .\\ •.rye^�..�; . .: _ .
3I �\
\\\\ Propose
\d..
\ , Driveway,
\ .9. Prop. 4' gate
\� fdold 3"X3"
�\ \ CM Prop. 12' 1
(QT \ Irrig electric gate
�\ \\ump
\\
VCHOR \ \ \
"E \
CE \ Prop 4' CLF —\
JUMENT
CAP
RIDS NBOOK7IN
ING
IMMENCEMENT
) SURVEYOR
)D WITH CAP RLS 4506
POLE
ind Report
urvey depicted hereon as defined in paragraphs 5J-17.050(10)(a)-(k),
"Boundary Survey" and "Specific Purpose Survey". The Specific
is to locatate the top of slope along Five Mile Creek for depiction of a
of the boundary along the centerline of Five Mile Creek and any
s not a part of this survey as it is not relevant for the placement of the
:e shown below was the date of last field data acquisition for this
F
O.R. 725, 2990 '
N00°04'37"W (D)
N00"08'30"W (M) 1`1
Prop 4' CLF ->,-
Set 1/2" IRC
RLS 4506
411
c
o�
en' 1
N69"53"41"W (D)
N69°57'34"W (M)
9.88' (D) (M)
1T
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fil ='•
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,1 Additional R%W •i
O.R. 725, Pg.291
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RLS 4506
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Set 1/2" IRC
RLS 4506
P.O.B.
O.R. 725, 2990I
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- Manhole
29 1/
40.13' (D) (M)
3272
Legal Description Source: Official Records Book 3681, page 1795
That part of the Southeast quarter of the Southeast quarter of Section 29, Townshi
St. Lucie County, Florida, more particularly described as follows: From the Southe,
29, run South 85 degrees 11' 30" West, 40.13 feet along the South Section line to'
Hawley Road and the Point of Beginning; thence North 00 degrees 08' 30" West, 3
degrees 57' 34" West, 31.94 feet; thence North 88 degrees 11' 30" West, 260.00 fe
centerline of Old Five Mile Creek; thence meander said centerline Southeasterly to
the Section; thence North 85 degrees 11' 30" East, along said Section line to the P
LESS AND EXCEPTING therefrom that portion of the property conveyed to St. Luc
way. more Darticularlv described in DPP-d rarnrriprf in nffir,i=l Rarnrria RnMe 79F