HomeMy WebLinkAboutWIND SPEED & EXPOSUREt, CONTRACTOR: The Porch Factory, LLC. i
-DESIGN CRITERIA:
1 The Sth 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: C
4. Screen Roof Enclosure Table 2002.4
Foundation Design
New 8" x 8" footing w/(1) #5 Cont. 31" overlap at joints on 3" chairs and
poured w/ 2,500 PSI concrete. The foundations are based on a minimum soil
bearing pressure of 1,500 psf. Per 5th Edition (2014) Florida Building Code,.
Residential Volume, Section 401.4.1 presumptive bearing pressures. Soil
testing is not required.
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 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 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 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 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-�vaterproofing'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
WIND SPEED AND EXPOSUR_ YE
BEEN DETERNMED USING ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
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DATE DRAWN
11/20/17
- - -- - - BUILDING DIVISION Qi _
REVIEWED _
FOR COMPLIANCE
REVIEWED 13Y
DATE SHEET NO:
PLANS A PER IT
MUST BE KEPT ON Ol OR A-1
NO INSPECTION Wlr, �E MADE
.0
I ALUMINUM MEMBERS DIMENSIONS I
2x2: 21'x6"xu.u4o
2 x 3: 2" x 3" x 0.050"
2 x 4: 2" x 4" x 0.050"
2x5:2"x5"x0.050"
OPEN BACK SECTIONS
Ix2: 1"x2"x0.040"
Ix3: 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"
2x6SMB: 2" x 6" x 0.050" x 0. 120"
2 x 7 SMB: 2" x T' 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 I0 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
i2"
2X5SMB
1"
2X6-2X10SM8
1 w
MEMBER SIZE
EDGE "C"
3.75 PFB
i2"
535 PFB
6.75 PFB
1)t"
SAVE 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 2 112" 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
BEAM NOTCHED
OVER UPRIGHT
(SEE A-1 FOR SIZE)
iw
UPRIGHT
(SEE A-1 FOR SIZE)
D UPRIGHT TO BEAM CONNECTION
A-2 SCALE: NTS
(1)
1/2" DIA. THRU BOLT w/ NYLOCK
1/8" x 2" x 2" EXTRUDED
;
JAM
NUT - IN LIEU OF NYLOCK JAM
ANGLE 5052 H-32 ALLOY EA
NUT,
JAM NUT w/ THREADLOCKER
SIDE'
MAY
BE USED
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TIGHTEN
TO CONTACT - DO NOT
BRICK PAVERS
OVERTIGHTEN
BONDED TO
CONCRETE
' va '' ' •. 11/4' MIN CONC ,
8 d •ANCHOR EMBED
' 2114' MIN CONC
ANCHOR EMBED. ' a•I ,
SLAB/FOOTING
SEE PLAN
SIDE VIEW
(1) 3/8" DIA. CONCRETE
SCREW ANCHORS
I
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UPRIGHT
(21/4" CONC. EMBED)
— - -
— —
1" x 2" BASE PLATE
ANCHORED TO CONC W/ 114'
BRICK PAVERS
CONCRETE SCREWANCHOR
(MIN. 1 1/4" CONC. EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
SLAB / FOOTING
SEE PLAN
FRONT VIEW
B
UPRIGHT TO CONCRETE W/PAVERS 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)
REQ'D - (1) EA SIDE OF BEAM - MAY BE
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1 114'
C/CSPACING.
3. GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE.
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A-2 SCALE: NTS
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INSPECTORS TJI"51'
rv-'-AY BE ic�E�1CUSSAR Y IN ORDEM TO
2" x 3"
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 4" LONG ALUM
ANGLE EACH SIDE UP UPRIGHT W/
_(2) #12 x3/4" 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"
—_ _ _ _ _ __ _F SLOPED PURLIN CONNECTION DETAIL
A-2 SCALE: NTS — —
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DATE DRAWN
11/20/17
REVISION
SHEET NO:
A-2
6" WIDE x 0.125 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 30'-0"
PER BRACKET) AND (1) 3/8" x 3"
LAG @ 24" O.C. AT GUTTER
(1) 3/8" DIA. x 4" LAG
SCREW INTO EXISTING
1"x 2" x 0.044"OPEN BACK
OVERHANG FRAMING
W/ ( 2) #10 x 21/2"SMS THRU
OR RAFTER TAIL
BEAM INTO SCREW BOSSES
(1) #10 x 1 1/2" SMS 6"
FROM BEAM AND 24" O.C.
1
MATING
ELEMENT
• •
CONTRACTOR TO VERIFY
•
2"x4"FASCIA-IF LESS
THAN 2" x 4" FASCIA, 2"x4"
1/8" x 2" x 2" x 2" ALUM • ••
SUB FASCIA SHALL BE
ANGLE W/ (4) #14 x 314'
5" SUPER PLACED OVER, LENGTHEN
SMS EACH FLANGE
GUTTER LAG SCREWS TO FULLY
EACH SIDE OF BEAM
PENETRATE SUB FASCIA
IF OTHER FASCIA, ADD 2" x
4" PT FASCIA w/ 1/2" LAG
BOLTS -1 112" INTO TRUSS
21/8" x 1 1/8" x .062" (MIN.)
TAILS - COUNTERSINK
ALUM RECEIVING CHANNEL
FLUSH. WHEN INSTALLING
W/ MIN. (2) #12 x 3/4" SMS
1/2" LAG SCREWS,
PRE -DRILL w/ 3/8" DRILLTO
PREVENT SPLITTING.
\ WOOD:
#10 x 3" WOOD SCREWS, 6"
FROM GIRT & @ 12" O.C.
CONC:
1/4" DIA. x W CONCRETE
SCREW ANCHOR, 6"
FROM GIRT & @ 24" O.C.
(4) #10 x 1 1/2" INTO
III-SCREWBOSS
`3„HOLLOW
SECTION GIRT
- --1" x z'
C—1 1X2 TO HOST STRUCTURE DETAIL
A _3 SCALE: NTS
G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
A_3 SCALE: NTS
GUSSET
PER E4
DETAIL #2
SELF MATING
BEAM
CONTRACTOR TO INSTALL
(2) #14 x 2" SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
NTRACTOR SHALL RUN
'THRU BOLT TO ATTACH
NYLON WASHER&
AINLESS STEEL NUT
DETAIL #1
H'3 ROOF BRACING CONNECTION DETAIL
A-3 SCALE: NTS
/
DBL.
�
1
1/8" S.S. CABLE -
1/8" x 6" x 1 1/4" A-36 GALV.
STEEL CLIP W/ (2) 3/8" DIA.
x 2 3/4" EMBEDMENT
CONCRETE SCREW
ANCHOR
BRICK PAVERS
;OMPRESSION
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SLEEVES
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1 114' x 5 5/8" x 1/8"
-ALUM FLAT BAR
6063-T6 ALUMINUM
(1) 3/8" DIA. x 3" EMBED `SLAB / FOOTING
CONCRETE SCREW ANCHOR SEE PLAN
H'1 CABLE CONNECTIONS AT FOUNDATION
A-3 SCALE: NTS
(9) #14 x 3/4
1/B" PLATE ON 45° At
6063-T6 ALUMI
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A-3 SCALE: NTS
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DATE DRAWN
11 /20/17
REVISION
A
SHEET NO:
A-3
D
THESE- P t, 3 A�•ti��1D�. ALA. P OPOSa-�tD WORK,
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(1) #5 CONT ON 3"
CHAIRS
B" X 8" RIBBON
FOOTING
NOTES FOR ALL FOUNDATION TYPES:
1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING
PRESSURE OF 1,500 PSF.
2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND
COMPACTED PRIOR TO PLACEMENT OF CONC.
3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEETA-1.
4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH.
5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR
NON -HABITABLE CONCRETE FLAT WORK.
A CONTINUOUS FOOTING
A-� SCALE: NTS
1/8" x 2" x 2" EXTRUDED (4) #14 x 3/4" SMS
ANGLE 5052 H-32 ALLOY • • INTO DJ
BRICK PAVERS
BONDED TO
CONCRETE -- -
SLAB / FOOTING
SEE PLAN
d' siw
SIDE VIEW
(4) #14 x 3/4" SMS
INTO DJ
2 1/4" M
CONC
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1"x 2" BASE PLATE _
ANCHORED TO CONC W/ 1/4" ol
CONCRETESCREWANCHOR
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST
AND ZV O.C. MAX a
FRONT VIEW
DJ-1 DOOR JAMB TO CONCRETE W/ PAVERS DETAIL
A✓ SCALE: NTS
1 " x 2" O.B. FASTENED TO CORNER
POST W/ #12 x 1 1/2" SMS AT 6•' FROM
3
TOP & BOTTOM RAILS. TYPICALLY @
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CORNER POST
H-32 ALLOY EA CORNER W/ (2) #14 x 2"
SMS INTO POST & (1) 3/8" DIA.
CONCRETESCREWANCHOR INTO
.I
CONCRETE -
(2) #10 x 1 1/2'
THRU SCREW BO,'
21/4" MIN CONC
SLAB /FOOTING
a a,g a ANCHOR EMBEDMENT
SEE PLAN
SIDE VIEW
{-2"� CORNER POST WI 1" x 2" @
(4) #14 x 3/4" SMS t BACKSIDE
INTO POST
3/8" x LENGTH AS REQUIRED
FOR 21/4" EMBED CONCRETE
SCREWANCHOR INTO
CONCRETE
1" x 2" BASE PLATE
€
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREW ANCHOR
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
FRONT VIEW
CP-1 CORNER POST TO CONCRETE W/PAVERS DETAIL
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DATE DRAWN
11/20/17
REVISION
SHEEP NO:
A-4
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MAIDSTONE DRIVE
LJUIVLJ NAIL � -Jl--X—
AT NW CODIER OF'-0T 78
52.W 44�?
52.09 (M)
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TECH:*'
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— — ----------
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..... ..... ..
Landtec Surveying offers seMces throughout the State of fbdda.pime jefertD.0urw.ebge at
mw.LandtecSurvey.cDm for up to dale u brmagon euoul our kabs and coverage area.
600 Fairway Drive - Ste. 10 1
Deerfield Beach, FL. 33441
Office: (561) 367-3587 Fax: (561) 465-3145
www.LandtecS.urvey.com
UE DENOTES U711LITY&SE1
UP DENOTES UDUTYPOLE
WM DENOTES WATER METE
BEAPJA!G -Rf FE?a',CE-- .r"E U4 -,%'E OF IMAID5TME ORWE A5 5- b9'53'1
Joh Number 83164-SE
EI
Dale of FieW Work : 071102017 TC
Revision : 'U R V E Y I
Re0slon: Pratacry SorvirM F4priaa"% Lomd'Tilfu A Mazol: Em--na tr-.
ReMon.-