HomeMy WebLinkAboutWIND SPEED & EXPOSURECONTRACTOR: The Porch Factor,---' T�C.
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: VuLT =150 MPH, VAsn =116 MPH
3. Exposure Category, Section 1609.4.3: B
4. 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:
L 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 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 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: MANSARD
WIND SPEED,;'"" :EXPOSURE HAVE
BEEN DETEW, D USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
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CONCEALED FASTENERS OR ATTACHMENT'-
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF REC(jRD
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THOSE PS AND ALL PROP 8rD ti° OM
ARE S11ial6(, TO 11 i'V (iOiil'Ell 008I'q�
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CQ41M WITH ALL APPMASAJi CONS,
ST LUCIE COUNTY
BUILDING DIVISION
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FOR COMP
REVIEWED BY
DATE -
PLANS AND ERMIT
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SCANNED
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DATE DRAWN
12/12/17
REVISION
0 01/04/18
SHEET NO:
A-1
ALUMINUM MEMBERS DIMENSI(
HOLLOW SECTIONS
2x2: 2"x2"x0.046"
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
I x2: 1"x2"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 (SME)
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"
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"
2X4SMB
Rl
2X5SMB
V.
2X6 - 2X10SM13
1 Yj
MEMBER SIZE
EDGE "C"
3.75 PFB
iz"
5.75 PFB
i n.
6.75 PFB
1 &
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU BEAM
W/ (3) #10 x 1 IW 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 H-32 ALLOY EA -
SIDE
2114• MIN CONC
.ANCHOR EMBEDME
tv3
SLAB / FOOTING .e ,
SEE PLAN
(1) 3/8" DIA. CONCRETE
SCREWANCHORS
(21/4" CONC. EMBED)
1 114• MIN CONC
q ANCHOR E..EDMEi
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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
'
1" x 2" BASE PLATE ANCHORED TO
< a . •
CONC W/ 1/4" CONCRETE SCREW
ANCHOR (MIN. 1 1/4" EMBED)
SLAB /FOOTING
"
a
6" MAX EACH SIDE OF POST AND
SEE PLAN
24" O.C. MAX
FRONT VIEW
B
UPRIGHT TO CONCRETE DETAIL
A_2
SCALE: NTS
BEAM NOTCHED 2" x PURLINS ATTACHED TO
OVER UPRIGHT BEAM WMIN (4) #10 x 1 1/2" SMS
(SEE A-1 FOR SIZE) PLACE WASHER UNDER SCREW
IN GUSSET CORNER
V,
MIN.
I UPRIGHT
I (SEE A-1 FOR SIZE)
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PATENT PENDING
UPRIGHT TO BEAM CONNECTION
A-2 SCALE: NTS
3116" 5052-H32 GUSSET
1 1/4"
NOTE:
SEE CALL -OUT BELOW FOR # OF SCREWS.
SCREWS SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY. DO NOT COUNT
SCREWS ON DRAWING.
#14 SMS @ 1 1/4" O.C.
(20 TOTAL)
TYP
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.
NTS
DETAIL -
2 1/2" x 1/8" x (GIRT OR PURLIN
WIDTH + 1/2" x BEAM DEPTH
OR UPRIGHT DEPTH -11Z)
ALUM BACKING PLATE
6063-T6 ALUMNINUM
CHAIR RAIL
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A-2 SCALE: NTS
2" x 2"
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"x2"x118"x3"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 2"
(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
12/12/17
REVISION
SHEET NO:
A-2
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1/8" S.S. CABLE
{G��. •
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&' WIDE x 0.125'T' BRACKET
@ EACH BEAM ATTACHED TO
NOTE:
(2) 3/8" DIA. x 4" LAG SCREWS FOR
1/8" x 6" x 1 1/4" A•36 GALV.
STEEL CLIP 3/8" DIA
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SCREW INTO EXISTING
ANCHOR
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1"x 2" x 0.044" OPEN BACK
OVERHANG FRAMING
DBL COMPRESSION
—
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CONC. HEADER:
W/ (2) #10 x 21/2"SMS THRU
OR RAFTER TAIL
SLEEVES
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BEAM INTO SCREW BOSSES
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SCREW ANCHOR 24 D.C.
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WOOD HEADER: EXISTING
(1) #10 x 1 1 /2" SMS 6'
FROM BEAM AND 24" O.C.
"dam
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#10 x 3" WOOD SCREWS HEADER
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PROFE
SIONAL SEAL
SLAB / FOOTING
MATING
SEE PLAN
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ALUM FLAT BAR
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•
1/8"x2"x2"x2"ALUM • •
THAN 2" x 4" FASCIA 7' x 4"
SUB FASCIA SHALL BE
�5-'SUPER
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6063-T6 ALUMINUM
W
ANGLE W/ (4) #14 x 3/4"
SMS EACH FLANGE
PLACED OVER, LENGTHEN
GUTTER LAG SCREWS TO FULLY
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#10 x 3" WOOD SCREWS
EACH SIDE OF BEAM
PENETRATE SUB FASCIA
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@ 12" O.C.
IF OTHER FASCIA, ADD 7' x
MID DEPTH
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4"PT FASCIAw/1/2"LAG
BOLTS -1 1/2" INTO TRUSS
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W
Q
SCREW ANCHOR @ 24" O.C.
21/8" x 1 1/8" x (MIN.)
TAILS -COUNTERSINK
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1" x 2" HOLLOW —
.062"
ALUM RECEIVING CHANNEL
FLUSH. WHEN INSTALLING
1/2" LAG SCREWS,
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SECTION
W/ MIN. (2) #12 x 3/4" SMS
PRE -DRILL w/ 3/8" DRILL TO
W
LL LL
EXISTING HOST
PREVENT SPLITTING.
(1) 3/8" DIA. x 3"EMBED
SLAB /FOOTING
CONCRETE SCREWANCHOR
SEE PLAN
B-_ 1X2 TO HEADER DETAIL
Z_ • ..
SCALE: NTS
A-3
G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
H-1 CABLE
CONNECTIONS AT FOUNDATION
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SCALE: NTS
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SELF MATING
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PER ESERIES
BEAM
VI W
4"
PURLIN MAX
(9) #14 x 3/4 SMS
1/8" PLATE ON 45° ANGLE
v
WOOD:
CONTRACTOR TO INSTALL
6063-T6 ALUMINUM
l
#10 x 3" WOOD SCREWS, 6"
(2) #14 x 2" SMS THRU BRACE
l ^
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FROM GIRT & @ 12" O.C.
INTO BEAM THRU GUSSET
✓
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CONC:
PLATE
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_
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W 0
SCREW ANCHOR, S'
FROM GIRT & ZV O.C.
DETAIL #2
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SCREW BOSS
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CONTRACTOR SHALL RUN
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DRAWN BY
2" x 2" OR 2" X 3" HOLLOW
KX> .SECTION
kkW/
1/4" THRU BOLT TO ATTACH
PERIMETER FRAMING
ISTAINLESS
TP
GIRT
NYLON WASHER &
STEEL NUT
DATE DRAWN
12/12/17
x2
u
REVISION
1 1/2" x 5" x 1/&'
%(4)#12EAMEMBER
1
Q
5052-H32 PLATE
DETAIL #1
Q _
3
SHEET NO:
1X2 TO HOST STRUCTURE DETAIL
H-3 ROOF BRACING CONNECTION DETAIL
H-2 CABLE CONNECTION AT CORNER
A_3 SCALE: NTS
q _3
SCALE: NTS
A _3
SCALE:NTS
A-3
1/8" x 2" x 2" EXTRUDED
ANGLE 5052 H-32 ALLOY • •
#14 x 3/4"SMS
'0 DJ
21 W MIN CONC
° ; a ANCHOR EMBEDMENT
SLAB / FOOTING
SEE PLAN
° • m. •A
SIDE VIEW
(1) 3/8" DIA. CONCRETE
SCREWANCHORS
(21/4" CONC. EMBED)
1" x 2" BASE PLATE '
ANCHORED TO CONC W/ 1/4" m ;<
a.
CONCRETE SCREWANCHOR
(MIN. 1 1/4" EMBED) A
6" MAX EACH SIDE OF POST a q• d°I i
AND 24" O.C. MAX .''6" .' m
x2"DJ
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FRONT VIEW
DJ-1 DOOR JAMB TO CONCRETE DETAIL
fi-4 SCALE:NTS
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PROFS
SIONAL SEAL
1" x 2" O.B. FASTENED TO CORNER
POST W/ #12 x 1 1/2" SMS AT 6" FROM
TOP & BOTTOM RAILS. TYPICALLY @
24" O.C.
I
1/8" x 2" x 2" EXTRUDED ANGLE 5052
CORNER POST €
€
H-32 ALLOY EA CORNER W/ (2) #14 x 2"
SMS INTO POST & (1) 3/8" DIA.
6•,
CONCRETE SCREW ANCHOR INTO
.I
CONCRETE
(2) #10 x 1 1/2" SMS
THRU SCREW BOSSES
SLAB / FOOTING m
SEE PLAN ma' .4 , a• a '
SIDE VIEW
(4) #14 x 3/4"
INTO I
21/4" MIN CONC
POST W/ 1"x 2" @
3/8" x LENGTH AS REQUIRED
FOR 21/4" EMBED CONCRETE
SCREWANCHOR INTO
CONCRETE
1 " x 2" BASE PLATE _
i
ANCHORED TO CONC W/ 114'
CONCRETE SCREWANCHOR
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST a• • ° v
AND 24" O.C. MAX •l
{�6Y
FRONT VIEW
CP-1 CORNER POST TO CONCRETE DETAIL
LSCALE: NTS
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DATE DRAWN
12/12/17
REVISION
le—,
SHEET NO:
A-4
P�OPERTY_ADDRESS:.
4917 PALMETTO DRIVE ... •
FORT PIERCE, FL 34982
PARCEL 1,0. NUMBER:
3402.606-0014-000-4
LEGAL DESCRIPTION:
LOTS.38;39,40, BLOCK 3, PLAT BOOK 10, PAGE 58, INDIAN
RIVER ESTATES UNIT FIVE, AS RECORDED IN THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA "
FLOOD ZONE: X-120285-0189-F DATED 8/19/1991
BASE FLOOD ELEVATION: N/A
CERTIFIED TO:
FRANK & PATRICIA SANGUEDOLCE
GRUOP ONE MORTGAGE, INC.
ST. LUCIE TITLE SERVICES, INC.
COMMONWEALTH LAND TITLE INSURANCE COMPANY
11
GENERAL NOTES:
1) THE LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT OR HIS/HER AGENTS.
2) NO CURRENT ABSTACr OF TITLE OR TITLE OPINION HAS BEEN FURNISED TO THIS SURVEYOR CONCERNING THE PROPERTY HEREON.
THERE MAY BE RECORDED OR UNRECORDED DEEDS, EASEMENTS, OR OTHER INSTRUMENTS THAT COULD AFFECT THE BOUNDARIES
AND/ OR USEDS OF THIS PROPERTY.
3) TYPE OF SURVEY: BOUNDARY
4) STATED LEGAL PURPOSE OF SURVEY HEREON: PURCHASE AND/OR MORTGAGE.
S) ALL MEASUREMENTS HEREON ARE BASED ON U.S. STANDARD DECIMALYEET
6) THIS SURVEY IS NOT INTENDED TO DETERMINE NOR REFLECT OWNERSHIP.
7) THIS SURVEY EXCEEDS THE CURRENT FLORIDA MINIMUM TECHNICAL ACCURACY STANDARDS FOR THE PUPOSE FOR WHICH IT IS
INTENDED
8) THIS SURVEY IS NOT INTENDED TO LOCATE ANY SUB -SURFACE IMPROVEMENTS, UNDERGROUND FOUNDATIONS NOR SUB -SURFACE
ENCROACHMENTS.
10) THIS SURVEY IS NOT INSURED FOR MULTIPLE USBEARINGS ARE BASED UPON THE WEST R/W LINE ES IT S CERTIIFFIED�AND INTENDED FOR THE SDRIVE ASSUMED AS BEING INGULAR USE(S) AND/OR
B)y
PURPOSE(S) LISTED IN ITEM .04 ABOVE BY THOSE CERTIFIERS LISTED HEREON.
11) DENUZZIO HOPKINS & ASSOCIATES RESERVES THE RIGHT TO USE•ANY AND ALL IN FORMATION OBTAINED IN THE COURSE OF THIS
SURVEY (INCLUDING SKETCH) FOR ANY OTHER PUPOSES. THE ORIGINAL SKETCH ELECTRONIC OR OTHERWISE, REMAINS THE
PROPERTY OF THIS FIRM.
12) IT IS THE INTENT OF;DENUZZIO HOPKINS & ASSOCIATES TO COPYRIGHT THIS SKETCH. NO PART OF THIS SKETCH MAYBE
REPRODUCED VIA NAY MEDIUM WITHOUT THE EXPRESS'WRITTEN CONSENT OF DENUZZIO HOPKINS & ASSOCIATES.
13) ADDITIONS OR DELETIONS TO THIS SURVEY MAP WITHOUT THE PERMISSION OF DENUZZIO HOPKINS & ASSOCIATES AND THE
SIGNING:SURVEYOR IS PROHIBnTTED BY LAW.
14) THIS DRAWING IS NOT•'VALID UNLESS SEARING AN ORIGINAL SIGNATURE AND RAISED LAND SURVEYOR'S SEAL
IS) ELEVATIONS HEREON ARE BASED ON; NGVO 1929 DATUM.
Denuzzio Hopkins & Associates
Eng:lneers Surveyors
Project ,Management
101 North U. S Hwy 1 .
Suite 122 (772) 461-6371
Fort Pierce,, FlorJda 34950 Fax (772) 46t1-6508
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DATE OF SURVEY: 10-22-07
DAVID T. FLAHERTY P.S.M.
DATE
FLORIDA REG. NO, LS 6364 FOR THE -'FIRM