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REVISIONS
)E'SCRIPTION OF REVISION
F.S. Pa my
LOT �
sss_ o�-
L E G A L D E S C R I P T I O N
Lot 7 in Block 68 of the Subdivision entitled "
as recorded in Plat "L.W.p.Unit#6
Book 11 on Page'6 of the Public Records
Of St. Lucie County, Florida.
CERTIFIED TO:
ALICE D. & STEWART D. HARTZOG; HARBOR FEDERAL
SAVINGS AND LOAN ASSOCIATION AND CHICAGO TITLE
INSURANCE COMPANY
NOT VALID UNLESi EMOOUEO WITH SEAL
r
rRErARED . FOR:
DATE
�Q ' DRAWN 01/: DATE DRAWN:
rREPARED
By& Flo
WEATNERINGTOIA N LAND SURVEYORS
V1�6�NAYE.
(407) 407 FT. MERGE, FLORIDA 34981
81-8084
1407) 878- 637®
HELD BOOK
PUTER DISI(�
SHE
rAQEe /7 JOB Na 9D p0,y� ET / OpDRWti. No.
mom
a
CONTRACTOR: The Porch Factop T.LC
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 Constructionn 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, VASn=116MPH
3. Exposure Category, Paragraph 1609.4.3: Exposure B
4. Building Category for Aluminum Structures, Paragraph 2002.6: Building
Category 1- Screen Room: Non -Habitable, Unconditioned
Foundation Design
a the existing slab by the proposed construction if the ei
of 4" thick and in sound condition, free from structural
or other deterioration.
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.024" Elite 2000 Composite Panel,1.0 density foam,
Florida Product Approval Number FL 7561-R3.
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the 5th Edition (2014) Florida Building Code,
and any other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no
manufacturer substitution is acceptable without the specific written, signed and
sealed authorization of Suncoast Aluminum Engineering, LLC.
3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material
must be approved.
4. 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".
5. 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.
6. All Porch Factory Beam Sections are to be stitched with #12 screws, 6" from ends
and 12" center to center.
7. 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 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.
7. All flashing and weatherproofing shall be provided by the contractor.
8. Door location shall be determined by contractor in the field.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
WIND SP7-I AND EXPOSURE HAVE
BEEN DE ,MINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
8'_On I
io 2XDJ
Ii I 2X2DJ
'k
7'-111n
THESE PLANS AND aLL PROPOSED WORK File c6p
ARE SUBJECT TO ANY CORRECTIONS P, `Ni _
REQUIRED BY FIELD INSPECTORS THAT.
MONSIBILV OF THE
4AYBE KIECES01rRYE4ORDER�TQ.. EOF;t\THAOTOR OF 9GOR
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DATE DRAWN
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REVISION
SHEET NO:
A-1
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ALUMINUM MEMBERS DIMENSIj
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•
HOLLOW SECTIONS
1/8" 2" T EXTRUDED
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2.
SCREW ALL CORNERS
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3.
1006-120BWINDZONES
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ANGLE 5052 H32 ALLOY EA
SIDE
MAY BE USED
TIGHTEN TO CONTACT -DO NOT
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OVERTIGHTEN
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USE #8x518"SMS@B"O.C.
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SEE PLAN
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INTERNAL OR EXTERNAL PROFE
SIONAL SEAL
SELF MATING (SMB)
2 x 4 SMB: 2" x 4" x 0.044" X 0.100"
SIDE VIEW
S
OPTION 1:
2" x Tx 1/8" ALUM ANGLE
W/ (4) #10 x 5/8" EACH SIDE
}}
i ALUM RECEIVING CHANNEL
W!(3)#10x3/4"INTO
GIRT EACH FACE & (3)
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
#10 x 3hV INTO UPRIGHT
2x6SMB: 2" x 6" x 0.050" x 0. 120"
2x7SMB: 2"x7"x0.05T'x0.120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
(2j 3/8" DIA CONCRETE
O
�+�
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
SCREW ANCHORS
(2 1/4" CONC. EMBED)uj
UPRIGHT
V
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2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
CHAIR
RAIL MEMBER
LL
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MINIMUM FASTENER EDGE DISTANCE: 1/2"
E
- -- - -
0
v
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MINIMUM FASTENER SPACING: 3/4"
I" x 2" BASE PLATE
"' "" .... `- "" ANCHORED TO CONC W/ 114"
I E UPRIGHT
W W
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CONCRETE SCREW ANCHOR:
EMBEDMENT
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SHEET METAL SCREWS (SMS):
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PFB: PORCH FACTORY BEAM
SLAB! FOOTING
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FRONT VIEW
z o
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UPRIGHT TO CONCRETE DETAIL
A-2
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TOP & BOTTOM RAILS. TYPICALLY @
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24" O.C.
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INTO DJ
118" x Tx 2" EXTRUDED ANGLE 5052
(D�^
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CORNER POST
H32 ALLOY EA CORNER W/ (2) #14 x Z
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6„ CONCRETE SCREW ANCHOR INTO
e•,' a,
CONCRETE
° '
'
(2)#10x 11/2"SMS
• 2 7/4• MIN CONC
N ANCHOR EMBEDMENT
SLAB /FOOTINGEA
THRU SCREW BOSSES
SEE PLAN . a " '
21/4"MINCONC
a v NCHOR EMBEDMENT
a .+ ` . ; .04 ;
WOOD:
SLAB /FOOTING
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a
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#10 x 3" WOOD SCREWS, 6"
SEE PLAN
en 4
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;
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CONC:
+
SIDE VIEW
UV DIA. x 3" CONCRETE
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SCREW ANCHOR, 6"
SIDE VIEW
a OU
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w
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(4) #10 x 1 1/2" INTO
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1 BACKSIDE
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(4) #14 x 3/4" SMS
a
(1) 3/8" DIA. CONCRETE
INTO POST
(� -
SCREW ANCHORS 2" x 2" DJ
EWA EMBED)
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j €
t ( 3/8" x LENGTH AS REQUIRED
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_
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ti LL LL
1"x 2" BASE PLATE
DRAWN BY
_ - -
- _
ANCHORED TO CONC W/ 1/4" 8�
a�
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CONCRETE SCREWANCHOR
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, •
1" x T BASE PLATE °
SECTION GIRT
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CH SIDE OF POST
m
a a ,
DATE DRAWN
ANCHORED TO CONC W/ 1/4" ` a , a m e
• ` '
AND 24" O.C. MAX
"
08/05/17
CONCRETE SCREW ANCHOR o .
(MIN. 1 1/4" EMBED)
a
• `
REVISION
6" MAX EACH SIDE OF POST o .., • aq• 7 ,
a '
1
AND 24" D.C. MAX
FRONT VIEW
FRONT VIEW
SHEET NO:
DJ-1 DOOR JAMB TO CONCRETE DETAIL
C'� 1X2 TO HOST STRUCTURE DETAIL
CP-1 CORNER POST TO CONCRETE DETAIL
A-2 SCALE: NTS
A_2 SCALE: NTS
A-2
SCALE: NTS
A-2
-
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#14 x 4 7/B" SMS W/
UNDER EXISTING DRIP EDGE i
Q.
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-
1 112" DIA_ NEOPRENE
3" x 0.062" EXTRUDED
Z'
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RECEIVER CHANNEL
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TOP AND BOTTOM //
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aka '»^ • k.' t�r,*i
W/ 1 1/2"DIA. NEOPRENE r
WASHER @TOP SCREW ONLY
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3" COMPOSITE PANEL
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3" x 0.062" ALUM •tasr3'K8�
? �� } z+ s
RECEIVING CHANNEL
W/ #12 x 3/4" TOP AND E 1/6" ALUM
---ANGLE
LJ
BOTTOM AS END CAP AN W/(3)#12
�yj a:
x 3/4" SMS EACH SIDE
W
O.
(2) 3/6" DIA.
THRU BOLTS (
EDGE BEAM
3" COMPOSITE PANEL (2)1/4" DIA. x 3"
LAG SCREWS
W
ILL
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e l Z I
33
1"x2"W/(2)#10x2"SMS 3
UPRIGHT OR POST
@6"O.C.
Q
O: —w Q W
INTO SCREW BOSSES INTO
UPRIGHT & (1) #10 x 2" SMS 6' SEE SHT FOR ADD'L
W
O i a- N
FROM EACH SIDE OF UPRIGHT MEMEBER INFO.
W
z z
& @ ZV O.C.
z
W
z 6 z
lJJ O
S-� COMPOSITE PANEL TO FASCIA DETAIL
w
u 7
y LL LL
A-3 SCALE: NTS
S COMPOSITE ROOF TO POST CONNECTION
A-3 SCALE: NTS
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Z O a
t~ ���� 5
a W W�qc
LU m m z
O
z r __ u
U
=)zcr
3
CA LU .miu�"LL LL
FLASHING - INSTALL
UNDER EXISTING DRIP EDGE
3" x 0.062" EXTRUDED
RECEIVER CHANNEL
#14x3/4"SMS@6"O.C.
GRADE
TOP AND BOTTOM
W/ 1 1/2" DIA. NEOPRENE
WASHER @ TOP SCREW ONLY
®; c
CA
W
?#55
31" OVERLAP
—
Q U LU
Q U
AT JOINTS ON 3" CHAIRS
•
a (2)1/4" DIA. x X'
to CC
W
11
_ I LAG SCREWS
O IZ U)
D
MODERATEPE
SLOPE FTG
2:12 3:12
@ 6" O.C.
1 112" x 21 W x 1 112" x 0.062" x BEAM 1
1" 1" 1/16" 2"ALUM
N a rn
O F- 04 I-
� c`)
-
x x x
LENGTH ALUM RECEIVING CHANNEL € ff
p
Q to O
W/ (3) #12 x 3/4" SMS INTO FLANGES { I ANGLE W/ (1)1/4" DIA. x 2" LAG
—1
_ ~ LL u-
NOTES FOR ALL FOUNDATION TYPES:
INTO EACH SIDE OF BEAM AND SCREW INTO FASCIA AND (2)
THRU WEN INTO UPRIGHT I #12 x 3/4"SMS INTO UPRIGHT
DRAWN BY
1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE
II
OF 1,500 PSF. I
t ATTACH UPRIGHT TO
TP
2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND
j I COMPOSITE PANEL HEADER
COMPACTED PRIOR TO PLACEMENT OF CONC.
HOR FASCIA W/ 2" x 2" x 1/6" x 2°
UPRIGHT
DATE DRAWN
3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1.
LONG ANGLE W/ (2) #14 x 3/4'
4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH.
SMS EACH FLANGE
08/05/17
5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR NON -HABITABLE
REVISION
CONCRETE FLAT WORK
A TYPE II FOOTING
S-2
SHEET NO:
A-3 SCALE: NTS
COMPOSITE PANEL TO FASCIA DETAIL
A-3 SCALE: NTS
A-3
r ; Search Results for Map - - Page 1 of 1
ASCE 7 I indspeed ASCE 7 Ground Snow Loud Related Resources Sponsors About ATC Contact
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Query Date: Mon Jul 31 2017 :...:. '• :: �,� ra
Latitude:27.6487 c::".:::::' az as<•as:': `';':i:. ..'. car? t u E!,:i i�Tjll
3
Longitude:-80.4004 2:i."' 'd ......:ia,#^:ai"'f<..: ihe3tyASt. Lucie t,CC;.^.
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ASCE 7-10 Winds eeds rrsa" _ s a r
.......
(3-sec peak gust in mph*): -r FkJw.a an
Risk Category I: 145 \
Risk Category If: 157 `
Risk Category IIWV: 168 exido '
MRI** 10-Year: 87
MRI** 25-Year: 105 46t'><fa�t`tsy .� - Ocrnbrkan:� ,.
MRI— 60-Year: 118 seep eta
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MRI"* 100-Year: 129~w I . r� ors
' Gvnterrn,a - -:
ASCE 7-06 Windspeed:
137 (3-sec peak gust in mph) N rkarka afire
ASCE 7-93 Windspeed:......
99 (fastest mile in mph)
%les per hour
"Mean Recurrence Interval
Users should consNt with local building officials
to determine If there are comrumity-specific wind speed
requirements that gc em.
Print • 1M_r re:>i}!ts
WINDSPEED WESSITE DISCLAIMER
` While the information presented on this website is believed to be correct, ATC and its sponsors and contributors
assume no responsibility or liability for its accuracy. The material presented in the windspeed report should not
- be used or relied upon for any specific application without competent examination and verification of its
accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the
use of this information replace the sound judgment of such competent professionals, having experience and
knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in
interpreting and applying the results of the windspeed report provided by this website. Users of the information
from this website assume all liability arising from such use. Use of the output of this website does not imply
approval by the governing building code bodies responsible for building code approval and interpretation for the
building site described by latitude/longitude location in the windspeed load report.
Sprxtsored by the ATC Endoyawt Furx1- & x e•i T, c1;!;uurf�:0i1- 201 Redmood Shores Partway, Sate 240 • Redv ood City, Cal'fhxria 940t5 • (650) 59r1542
http://windspeed.atcouncil. org/index.php?option=eom_content&view=article&id=10&dec... 7/31/2017
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