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Is to certify that this above ground sketch of baWary sG vey was made under my
m1ble charge and is accurmte and oorrect to the best of my krimmado and belief. I further
y that this sketch meets the current Standards of PraWce, established by the Board of
w1onal Surveyors and Mappers, Chepter W-17. Florida AdministretW a Codes, pursuant to
mi Section 472.027. Florida Statutw.
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CONTRACTOR: The Porch Factory, I. T ^_
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.
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:
V[n.T =150 MPH, VASD =116 MPH, as required by local jurisdiction
2. Exposure Category, Section 1609.4.3: B
3. Screen Enclosure Section 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.
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 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 cure or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface area for termites in
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 contractor in the field.
9. When installing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous screen tracks or upright, the paver;
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 Beam Tyne
Roof Type: MANSARD
RECEIVED
MAY 0 2 2018
ST. Lucie County, Permitting
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CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
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REVIEWED FOR CONIPL r
REVIEWED BY
DATE 610110
PLANPERMIT MUST B]
OR NO INSPECTION WILL BE
ON JOB
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT.TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
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DATE DRAWL
04/25/18
A-4 REVISION
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ALUMINUM MEMBERS DIMENSION.,'
HOLLOW SECTIONS
2x2: 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
1x2: Vx2"x0.040"
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"
2x7SMB: 2" x 7" x 0.05T'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
PFB: PORCH FACTORY BEAM
MEMBER SIZE
EDGE "C"
2X4SMB
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2X6 - 2X1 OSMB
1 Y2"
MEMBER SIZE
EDGE "C"
3.75 PFB
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5..75 PFB-- -
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6.75 PFB
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FLASH
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU BEAM
W/ (3) #10 x 1 1/2" SMS
1 " x FASTEN TO EAVE RAIL
W/ #10 x 1 1/2" SMS 6" FROM
UPRIGHT & 24" O.C.
(1) 1/2" 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.
1/8" x 2" x 2" EXTRUDED
ANGLE 5052 H32 ALLOY EA
SIDE
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SIDE VIEW
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(1)1/2" DIA THRU BOLTw/ NYLOCK
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MAY BE USED
TIGHTEN TO CONTACT -DO NOT
OVERTIGHTEN
4 ' , " 4• a 1" x 2" BASE PLATE ANCHORED TO
a ., . • ' y "� CONC W/ 1/4" CONCRETE SCREW
1 x ANCHOR (MIN. 1 1/4" EMBED)
SLAB /FOOTINtG.
6" MAX EACH SIDE OF POST AND
SEE PLAN e, ; A. 24" O.C. MAX
FRONT VIEW
B UPRIGHT TO CONCRETE DETAIL
l4_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
1 1/4"
NOTE:
#14 SMS @ 1 1/4" O.C.
(3.75PFB 12 TOTAL)
(5.75PFB 16 TOTAL)
NOTES:
1. GUSSET DIMENSIONS ARE MINIMUM (2)
REQ'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.
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DATE DRAWN
04/25/18 ,
REVISION
F SLOPED
PURLIN CONNECTION DETAIL
SHEET NO:
A-2 SCALE: NTS
A-2
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3116" S.S. CABLE
6" WIDE x 0.125"'T' BRACKET
NOTE
ALUM FLAT BAR
6063-T6 ALUMINUM
@EACH BEAM ATTACHED TO
(2) 3/8" DIA x 4" LAG SCREWS FOR
W/ 2 3/8" DIA 2 3/4"
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FASCIA W/ 318" x 3" LAGS (3
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SPANS GREATER THAN 30'-0"
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EMBEDMENT CONCRETE
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CONNECTED ALONG GUTTER
SCREW INTO EXISTING
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2" x 4" FASCIA - IF LESS
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1/8"x2"x2' x2"ALUM • •
ANGLE W/ (4) #14 x 2"
THAN 2•' x 4" FASCIA, 2" x 4"
SUB FASCIA SHALL BE
�5" SUPER PLACED OVER, LENGTHEN
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CABLE CONNECTIONS
AT FOUNDATION
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6063 T6 ALUMINUM
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CONC:
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CONTRACTOR TO INSTALL
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(2) #14 x 2" SMS THRU BRACE
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INTO BEAM THRU GUSSET
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2"x2"OR2"X3"HOLLOW
CONTRACTOR SHALL RUN
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1/4" THRU BOLT TO ATTACH
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PERIMETER FRAMING
BY
4"NYLON WASHER&DRAWN
x 2"MAXSTAINLESS
STEEL NUT
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DATE DRAWN
1 1/2" x 5" x 1/8"
(4) #12 EA MEMBER
04/25/18
REVISION
5052-H32 PLATE
DETAIL #1
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C-i 1X2 TO HOST STRUCTURE DETAIL
H-3 ROOF BRACING CONNECTION DETAIL
H-2 CABLE CONNECTION AT CORNER
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A-3 SCALE: NTS
A -3
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SCALE: NTS
A-'3
SCALE: NTS
SHEET NO:
A-3-i