1913 SELVA MARINA DR - ENCLOSURE DRAWINGSNOTES
- 10'x 16' HOME ADITION TO BE BUILT WHICH SCREEN ENCLOSURE WILL TIE INTO
-ACCESS THROUGH RIGHT SIDE OF HOUSE FROM STREET. 4
- 12'x 18' RETENTION POND IN FRONT YARD FOR STORMWATER RUNOFF.
-ACCESS TO BE CLEARED OF FENCE AND/OR BUSHES: HIO RESPONSIBLE
- TREE REMOVAL: FLP RESPONSIBLE
- DECK REMOVAL: FLP RESPONSIBLE
- IRRIGATION CUTAND CAP: FLP RESPONSIBLE
- PVC DRAINAGE CHASES TO BE ADDED FROM PLANTER TO OUTSIDE OF SCREEN
- IRRIGATION REROUTE: H/O RESPONSIBLE
- RESOD/LANDSCAPING: H/O RESPONSIBLE
6* 1
SG iG h� N GLo S k iL� i O
be o b4ct<
�rO'L y t-�KZ, 8r%j(q "
To Sa e e?roperry Livie
FACE
/L
2" PVC
CHASER
PLANTER
CHIMNEY
RESIDENCE
REQUIRED STORMWATER
RETENTION POND IN FRONT YARD
-- L
i
i
i
FRONT YARD
DRIVEWAY
DECK
40 CHMARK
0'-W
SITE & PLUMBING PLAN
28'x 14' FREFORM WITH LARGE SUNSHELF
AND SCREEN ENCLOSURE
(SCALE: 1/16" = 1 ft.)
STORMWATER RUNOFF
STORAGE POND
PROPERTY LINE
— POOL —
DIMENSIONS:
GALLONS:
AREA:
DEPTH:
SHELL VOL.:
PERIMETER:
TILE:
COPING:
REBRAR:
BENCHES(total)
SUNSHELF:
STEPS:
SWIM JETS:
SKIMMER:
RETURNS:
MAIN DRAINS:
LIGHTS:
- DECK -
MATERIAL:
AREA:
12"x12" FOOTER:
DECK DRAIN:
STEPS (4" TALL)
STEP COPING:
COMMUNITY DEVELOPMENT- EQUIPMENT -
APPROVED PUMP:
FILTER:
SANITATION:
CLEANER:
HEATER:
1,025 SQR FT
SCREEN
POOL
EQUIPMENT
W
V
Q
- OTHER -
FENCE:
SCREEN ENCLOSURE
ALARMS:
PLANTERS:
-28' x -14'
7,050 gal
300 Sq. Ft.
3'-6" to 4'-0"
14 yd^3
72 Ln. Ft.
72 Ln. Ft.
72 Ln. Ft.
-2018 Ln. Ft.
18' Ln.Ft.
63 Sq. Ft.
8 Sq. Ft.
(2)PENTAIR TURBO
POWER SWIM JET
CMP
(3)
(2)CMP
(2)LED
601 Sq. Ft.
97 Ln. Ft.
51 Ln. Ft.
(2) 6'x18"
18' TOTAL
INTELLIFLO XF
C.C. 200
CHLORINE FEEDER
SUCTION STUB -OUT
HAS
1025 SQR FT
REQUIRES( )
GROUND LVL
DIRECTIONS TO JOB
- RIGHT ON LEVY ROAD
- RIGHT ON MAYPORT ROAD
- LEFT ON PLAZA
- LEFT ON SEMINOLE ROAD
- LEFT ON SELVA MARINA DRIVE
- HOUSE ON RIGHT IN ONE MILE
(HOUSE NUMBER 1913)
g
co
18" BENCH L6u-._`
Y
w
o
Q
__
O
z
z
w
`
ftLL
O
z
<_
U
8" COPING
2" PVC
X
J w
POOL
CHASER
N
1 DEPTH
DEPTH
J
®
SWIM
4'-0"
m
C'
�
Q
POOL LIGHTS31-6"
:)7
JETS
0
I—
v
Z
SUNSHELF c
w
.r_
0
U)
0
L
w
U)
LL
U
C
SCREEN
>�
w
w
DOOR--►
i
Z
i4
CLEANER
LOCATION
-SKIMMER
LINE o
------------------
/L
2" PVC
CHASER
PLANTER
CHIMNEY
RESIDENCE
REQUIRED STORMWATER
RETENTION POND IN FRONT YARD
-- L
i
i
i
FRONT YARD
DRIVEWAY
DECK
40 CHMARK
0'-W
SITE & PLUMBING PLAN
28'x 14' FREFORM WITH LARGE SUNSHELF
AND SCREEN ENCLOSURE
(SCALE: 1/16" = 1 ft.)
STORMWATER RUNOFF
STORAGE POND
PROPERTY LINE
— POOL —
DIMENSIONS:
GALLONS:
AREA:
DEPTH:
SHELL VOL.:
PERIMETER:
TILE:
COPING:
REBRAR:
BENCHES(total)
SUNSHELF:
STEPS:
SWIM JETS:
SKIMMER:
RETURNS:
MAIN DRAINS:
LIGHTS:
- DECK -
MATERIAL:
AREA:
12"x12" FOOTER:
DECK DRAIN:
STEPS (4" TALL)
STEP COPING:
COMMUNITY DEVELOPMENT- EQUIPMENT -
APPROVED PUMP:
FILTER:
SANITATION:
CLEANER:
HEATER:
1,025 SQR FT
SCREEN
POOL
EQUIPMENT
W
V
Q
- OTHER -
FENCE:
SCREEN ENCLOSURE
ALARMS:
PLANTERS:
-28' x -14'
7,050 gal
300 Sq. Ft.
3'-6" to 4'-0"
14 yd^3
72 Ln. Ft.
72 Ln. Ft.
72 Ln. Ft.
-2018 Ln. Ft.
18' Ln.Ft.
63 Sq. Ft.
8 Sq. Ft.
(2)PENTAIR TURBO
POWER SWIM JET
CMP
(3)
(2)CMP
(2)LED
601 Sq. Ft.
97 Ln. Ft.
51 Ln. Ft.
(2) 6'x18"
18' TOTAL
INTELLIFLO XF
C.C. 200
CHLORINE FEEDER
SUCTION STUB -OUT
HAS
1025 SQR FT
REQUIRES( )
GROUND LVL
DIRECTIONS TO JOB
- RIGHT ON LEVY ROAD
- RIGHT ON MAYPORT ROAD
- LEFT ON PLAZA
- LEFT ON SEMINOLE ROAD
- LEFT ON SELVA MARINA DRIVE
- HOUSE ON RIGHT IN ONE MILE
(HOUSE NUMBER 1913)
MM
N
g
co
Nt
Y
N
o
Q
M
m
z
z
w
W
ftLL
N
z
<_
U
J w
M
X
cf)U
J
co �-
rnJ
p
m
C'
�
Q
J
Q
0
I—
v
Z
w
.r_
0
U)
0
w
U)
LL
I-
w
>�
w
w
Z
U
Q
MM
N
M
LL.
Nt
L
y°'. rn qmq�7
611r
o
X U
m
w
N
LL J
Nt
o
FN-
w
N
d-
X
w
m
C'
J
0
v
.r_
0
LL
w
o
z
w
w
z
U
_O
F-
U-
w
I¢-
gi
w
O
v
cq
U
COMMUNITY DEVELOPMENT
APPROVED
Roof Beams
Size Span I Spacing
2x6 23-0" 8'-3"
Front Posts
Size
Height I Spacing
2x4
8'-0" 8'-3"
End Posts
Size
Height
I Spacing
2x4
8'-0"
5'-8"
Purlins
Size
_
Span I Spacing
2x3
8'-3" 5'-8"
Misc
Design Wind Speed 130
Exposure Category B
Scale 1/8" = 1'
Top beams 2x3, chair rail
2x2, base plate 1x2
See S2 for span tables and
material details.
SCREEN ENCLOSURE OVER POOL
1913 Selva Marina Dr Atlantic Beach
For Florida Luxury
SCC 051711
1308 St. Johns Bluff Road North
Jacksonville, FL 32225
TEL 904-998-1938
FAX 904-998-1937
Harold W Coffield P.E. X50407
2743 Annisron Rd
Jacksonville, FL 32246
h,vcpersonal( amaiI.com
Ordered By:
rr�V,
w -i &�Aow
a i
A � �
r) ✓t
—Sewing all of Florida— 4 s
PROPERTY ADDRESS: 1913 SELVA MARINA DRIVE ATLANTIC BEACH, Florida 32233
FIELD WORK DATE: 7119/2011 REVISION DATE(S): (,ec 1 7/19/2011)
FL 11071045 �'V -
0OUND,4RYSURVEY ' �
DUVAL COUNTY
°��
I � Z, LOT 27
1 hereby certify
property has bi
knoWedge anc
survey that me
F7onda Board 1
5J -t7 of the FI
SURVEY NUMBER: FL1107.1045
ro;
NOTE5:
FENCE OWNERSHIP NOT DETERMINED
NO POINT5 OF INTERE5T OB5ERVED AT THE TIME OF 5URVEY
�tJtl
17z F 5�3,�CfAe `cam
ii-LfGIVIE 5�3.
hereon described
d to the best of my
r
tation ofa al *o by the
ibed in Chapter
TABLE:
L I N 16024'46" W 50.85' (PtM)
C-/
R= 2614.79'(P#M)
L = 34. l 6'(P) 34. l 47M)
4 =0041 43"(P) 0041'42"(M)
N 16003'55" W, 34. 16'(P)
N 160/ 456' W, 34. 14'(M)
GRAPHIC SCALE: (In Feei)
KEITH A. STEPHENSON 1 inch = 40' ft.
statii o urveyora peer
Llceltse No. 6521 -
Use of This Survey for Purposes other than Intended, Without Written Verification, will be at the Users Sole Risk and Without Liability to the Surveyor.
Nothino hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified
POINTS OF INTERESTS NONE VISIBLE
FLOOD INFORMATION:
By performing a search at www fema.gov, the property appears to be located in zone A. This Property was found in CITY OF ATLANTIC BEACH, community
number 120075, dated 04/17/89
DATE: 7(1912011 MIKE BURDIAN, DEB SMITH,
CLIENT NUMBER: — Realtoras Broker Associate
BUYER: CHARLES C. PINEDA AND KIMBERLY D- RIDER
SFLL5R: STEVEN LITTON & JOY LITTON
RALTAR
CERTIFIED TO: TIT E SERVICES; OLD REPUBHARLES C. PINEDA AND LIC NATIONAL TITLEINSURANCE
COMPANY; BRANCH BANKING AND TRUST COMPANY
This is page 1 of 2 and is not valid without all pages.
(904) 521-8244 (904) 710-0241
MikeBurdianhomesf rnail.com DebSmithHomeS@C3ol.c0m I "s
Dilid._'i"' www.FloridaBeaChandGolfHomes.com _
www.surveystars.com
Land Surveyors, Inc. P 866-735-1916• F866-744-2882
LBu 7337 1222o Towne Lake Drive, Suite 55 • Ft. Myers, FL 33913
COMMUNITY DEVELOPMENT
DENIED
Roof Beams
Size
Span
Spacing
2x6
23'-0"
8'-3"
Front Posts
Size
I Height
I Spacing
2x4
8'-0"
1 8'-3"
End Posts
Size
Height
Spacing
2x4
8'-0"
5'-8"
Purlins
Size Span
Spacing
2x3 8'-3"
5'-8"
Design Wind Speed 130
Exposure Category B
Scale 1/8" = 1'
Top beams 2x3, chair rail
2x2, base plate 1x2
See S2 for span tables and
material details.
SCREEN ENCLOSURE OVER POOL
Pineda
1913 Selva Marina Dr Atlantic Beach
I I I i I ///
For Florida Luxury\0\1I
//
1L [A
No.
PA,
ALUMINU
�'''�
SCC 051711
�p
,� "'�' 1( j
1308 St. Johns Bluff Road North
i SSi
Jacksonville, FL 32225
/� C��, el \"N
1YAL
J;1111i`,`
TEL904-998-1938f
FAX 904-998-1937
Harold W Coffield P.E. #50407
Anniston Rd. �y
Jack
acksonville, FL 32246
hwcpersonaloaa gmail.com (\J
15/14 Mesh Screening
1�"x2j°x.062" Rec.
Post Spacing
4'-0"
5'-0"
Channel
1"x2"x.044" OB
:
(2) a10xi" 5115 Into
SMB Each Side
2"x2"x.044" or
2"x3"x.044" PB
Edge Member
1, 2x 5M5 Sloped
16'-5"
-(2)
19'-4"
I• or Flat
17'-3"
14'-4"
#loxli"' SMS
G" Each Side
°
10X " 5M5 One Less
(1)I#10 SM5 or (2)pv
#10x1" SMS Into
Post/Beam
Than Beam Size.
#p, SM5 Each Side
Screw Bosses
and 2` 0. C.
Example: 2x9 Becm
I"x2A"x.062"
2x SMB
17'-2"
(8) Screws per Side
Ret. Channel
17'-6"
Typical Post & Beam Section - Purlin to Beam Detail
Main Frame
2x2 PB and 1x2 OB
(5 Min.) woxi" 5M5 Thru Composite Shape
Rec. Channel Into Gutter or
2x2x.0g3 Angle Each Side
with (4) #Ipx" in Gutter
18/14 Mesh Screening and (4) #! Ki" into Beam
1"x2j"x.062" Rec.
Channel Purlin Sloped
- or Flat I '
Attach into 2'x2"Ij"x2j"x.062"' Rec, Channel
24„ O C Notch Post for Beare with #104" SMS One Less
Than Size of Beam per Side
2" Gutter Strop with 2x2j"x.0cl3 Clip w/
(2) #lox''" 5115 Into (2) #10xj" SMS
Ho �t Structure Each Side
5 or 7 Inch Super
Gutter Continuous (2) VIOxj" 51-15
Typical Post & Beam Detail - Knee Wall Detail
Sidewall
#104" 5M5 Top
and Bottom 2x PB or SMB Post
2"x2" PB Chair Rail.
l�"x2�°x.062'
Rec. Channel
Section at Chair Rail
lx2 OB with i"2x2x.125" Angle with
Concrete Anchors (2) #10x4' GMS Into
24' O.C. and Within post and i"x5"
G of Post Concrete Anchor,
Additional Angle and
Anchor for 2x6 Post
cxld Larger
Typical Post/Base Base Section
#104" SMS Top 2x PB or SMB Post
and Bottom 2'x2" PB Chair Rail.
Ij"x2�"x.062"
Rec. Ghamet
Chair Rail Connection Detail
2"x2"'x.125 Angle—,
rx2j" Concrete
Anchor
6"
Max
(2) #,041
5M5 Spaced I'
O.C, Minimum
Notch Column
for Baseplate
Post/Column to Base Detail
Allowable Spans for Screen Enclosure Posts <= 130 MPH
Post Spacing
4'-0"
5'-0"
6"-0" T-0" 8'-0" 9"-0"
Exposure Category
B I C
B I C
B C B I C B C B C
Self -mating
16'-5"
2x5
19'-4"
16'-0"
17'-3"
14'-4"
15'-9"
13'-1"
14'-7"
12'-1"
13'-8"
11'-4"
12'-10"
10'-8"
2x6
23'-2"
19'_2"
20'-9"
17'-2"
19'_11"
15'_8"
17'-6"
14'-6"
16'-4"
13,_7'
15'-8"
12'-9"
2x7
26'-2"
21'-8"
23'-4"
19'-4"
21'-4"
17'-8"
19'-9"
16'-4"
18'-6"
15-4"
1T-5"
14'-6"
2x8
36'-9"
30'-5"
32'-10"
27'-3"
30'-0"
24'-10"
27'-9"
23'-0"
26'-0"
21'-6"
24'-6"
20'-2"
2x9
45'-1"
37'-5"
40'-4"
33'-5"
36'-10"
30'-6"
34'-1"
28'-3"
31'-10"
26'-5"
29'-10"
24'-9"
2x10
52'-6"
43'-6"
46-11"
38'-11"
42'-10"
35'-6"
39'-8"
32'-11"
37'-1"
30'-9"
34'-9"
28'-9"
Extrusions
2X4
16'-5"
13'-7"
14'-8"
12'-2"
13'-5"
11'-1"
12'-5"
10'-3"
11'-7"
9'-7"
10'-11"
9'-0"
2x5
19'-4"
16'-0"
17'-3"
14'-4"
15'-9"
13'-1"
14'-7"
12'-1"
13'-8"
11'-4"
�10'-10"'
12'-10"
10'-8"
Allowable Spans for Screen Enclosure Roof Beams <= 130 MPH
Beam Spacing
4'-0" 1 5'-0" 1 6-0" T-0"
Self -matin
2x4
17'-1"
17'-1"
17'-1"
17'-1"
16'-5"
15'-9"
2x5
22'_3"
22'_2"
21'_6"
20'_5'
19'_6"
18'_9"
2X6
28'_10"
27'_1"
25'-6"
24'-3"
23'_2"
22'-3"
2x7
39'-9"
31'-4"
29'-6"
27'-11"
26'-2"
25'-3"
2x8
41'-3"
38'-3"
36'-0"
34'-2"
32'-9"
31'-5"
2x9
44'-9"
41'-7"
39'-1"
37'-2"
35'-6"
34'-2"
2x10
56'-3"
52'-3"
49'-2"
46'-8"
44'-8"
42'-11"
Extrusions
20'-7"
2x4
13'-11"
13'-11"
13'-11"
13'-11"
13'-11"
13'-9"
2x5
18'_7'
18'_7"
18'_7"
18'_1"
17'_4„
16'-8"
Allowable Spans for Screen Enclosure Carrier Beams <= 150 MPH
Tributary Load Width
10'-0" 14'-0" 18'-0" 22'-0" 1 26'-0" 1 30'-0" j 34'-0" 1 38'-0" 1 42'-0" 1 46'-0" 50'-0"
Self -mating
2x4
10'-10"
9'-2"
8'-1"
T-4"
6'-9"
6'-3"
5'-11"
5'-7"
5'-3"
5'-1"
4'-10"
2x5
12'-9"
10'-10"
9'-6"
8'-7"
T-11"
T-4"
6'-11"
6'-6"
6'-3"
5-11"
5'-8"
2x6
15'-4"
13'-0"
11'-5"
10'-4"
9'-6"
8'-10"
8'-4"
T-10"
T-6"
T-2"
6-10"
2x7
17'_4"
14'-8"
12'_11"
11'_8"
10'-9"
101_0"
9'-4"
8'-10"
8'-5"
8'-1"
T-8"
2x8
23'-8"
20'-7"
18'-2"
16'-5"
15'-1"
14'-1"
13'-2"
12'-6"
11'-10"
11'-4"
10'-10"
2x9
27'-10"
24'_11"
22'_3"
20,_2"
18'_6"
17'-3"
16'_2"
15'_4"
14'_7'
13'-11"
13'_4"
2x10
31'-11"
28'-6"
15'-11"
23'-5"
21'-7"
20'-1"
18'-10"
17'-10"
16'-11"
16'-2"
15'-6"
Double Self -mating
2x7
22'-5"
20'-1"
18'-3"
16'-6"
15'-2"
14'-2"
13'-3"
12'-7"
11'-11"
11'-5"
10'-11"
2x8
29'-5"
26'-4„
24'-2"
22'-8"
21'-5"
19'_11"
18'-8"
17'-8"
18'_10"
16,_1"
151_5"
2x9
35-1"
31'-5"
28'-10"
27'-0"
25'-6"
24'-4"
22'-11"
21'-8"
20'-7"
19'-8"
18'-11"
2x10
40'-3"
36'-0"
33'-1"
30'-11"
29'-3"
2T-11"
26'-8"
25'-3"
24'-0"
22'-11"
22'-0"
Beams (Hardness T5)
1x2x0.044
2x2xO.044
2x3x0.050
2x4x0.050
2x4x0.0440x0.150
2x5x0.050
2x5x0.0500.146
2x6x0.050x0.130
2x70.055.0.120
2x8x0.072x0.240
WxO.0720.224
2x10x0.093x0.389
SCREEN ENCLOSURE OVER POOL
Pineda
1913 Selva Marina Dr Atlantic Beach
For Florida Luxury
a
4�� ticErv. ak, .
No. 5
ALUMINUM
I
SCC 051711
� � `•,
1308 St. Johns Bluff Road North
Jacksonville, FL 32225
oIs,
i� ,'\
X11
NA L
'1111111
00\
TEL 904-998-1938
FAX 904-998-1937
Harold w Coffield P.E. #50407
Anniston Rd. �y
Jack
.lacsonville, FL 32246
hwcpersonal�aDgnai I. com �\J
Beam to Beam Connection Details Carrier Beam to Gutter Detail Gutter to Facia Detail / beam to Gutter Detai
GUSSET THICKNESS MUST BE GREATER OR EQUAL TO WALL THICKNESS OF BEAM,
11 SCREWS —�
PER SPLICE' -
(44 TOTAL)
0 0 0 0 0 0 o c
2.9 SMB 0 0 0 0 0 0 0 v 0 2x9 SMB
DETAIL SHOWN AS 2x9 SMB. OTHER BEAMS ARE SIMILAR.
Typical Cage bracing
5-3/4" X I" x 1/8" Goly. Strap Plate
5/16" Anchor bolt (Expansion Bolt)
15
�" S/S Cable
2" Gutter Strap w/ (2) #10xi" SM5
5 or 7 inch Super Gutter (Typ.)—
(Optional)' Gusset may be
Run for Extra Support
Connect to Gutter 4 Beam
With (4) #lox," 51'15 on
Each Side of Gusset
Note: Only (1) Strop
Required Either Side of
Comer of Gutter
5 or 7 inch
Gutter
(Optional) Gusset may be
Galvanized rap Detail Run for Extra Support
Connect to Gutter ! Bean
Camel back With (2) (4) #1oxj" SMS Each Side
of Gusset
I/4 x 2-112" Conc. �" 5/5 Coble NICO Sleeve' g/5 Cable
Qu ick5ets�,
Looped Cable -
11'.4
x5-1;2" Ta'acon on Side of Deck
or Through Paver into Footer
Camel Back Detail Looped Cable Detail
Typical Foundation! �etail5
Total # of
s 10, , t+ i i 1 1 r J f `//
-,vl LLIAPwo
Fasteners to
Length
Beam
Complete
of
She
Connection
Gusset
(SMB)
(#10 SMS)
Plate
2x4
20
12"
2x5
20
2x6
26
18
2x7
28
is"
2x8
36
28"
2x9
44
20"
2x10
46
20"
11 SCREWS —�
PER SPLICE' -
(44 TOTAL)
0 0 0 0 0 0 o c
2.9 SMB 0 0 0 0 0 0 0 v 0 2x9 SMB
DETAIL SHOWN AS 2x9 SMB. OTHER BEAMS ARE SIMILAR.
Typical Cage bracing
5-3/4" X I" x 1/8" Goly. Strap Plate
5/16" Anchor bolt (Expansion Bolt)
15
�" S/S Cable
2" Gutter Strap w/ (2) #10xi" SM5
5 or 7 inch Super Gutter (Typ.)—
(Optional)' Gusset may be
Run for Extra Support
Connect to Gutter 4 Beam
With (4) #lox," 51'15 on
Each Side of Gusset
Note: Only (1) Strop
Required Either Side of
Comer of Gutter
5 or 7 inch
Gutter
(Optional) Gusset may be
Galvanized rap Detail Run for Extra Support
Connect to Gutter ! Bean
Camel back With (2) (4) #1oxj" SMS Each Side
of Gusset
I/4 x 2-112" Conc. �" 5/5 Coble NICO Sleeve' g/5 Cable
Qu ick5ets�,
Looped Cable -
11'.4
x5-1;2" Ta'acon on Side of Deck
or Through Paver into Footer
Camel Back Detail Looped Cable Detail
Typical Foundation! �etail5
0
Ixlx3�" Angle
Inside Corner of
Gutter w/ (2)
#10xj' Each Side
e
1J2"x2A"x,62" Receiving
Channel tie Into
Gutter/Carrier Beam
—Carrier, Beare
Screw Amount (1) Less
Than Size of Beam
.062 Rec. Channel on Beam
to Gutter Connection with
Min (5) #IOxj' Staggered
2" Gutter Strap w/ (2)
#IOxj' SMS (Typ.)
Note: Gutter Straps only Rewired
Behind Each Load Bearing Beam
(2) #10x2" 5M5 at Each
Gutter Strap and (1) 24"
O.C.Into Host Structure
2" Gutter Strap Each Bean -
(2) #104" 51`15 Thru
Gutter Strap into Gutter
75 Min.) #104" SMS Thru Rec.
Channel Into Gutter or 2x2x.093 Angle
Each Side with (4) #10x" in Gutter
and (4) #Ioxi" into Bean
.o62" Rec. Channel with
#I0xj" SMS One Less Than
Size of Bean per Side
.062" Receiving Channel
Gutter/Carrier Bean
General Notes
1. A screen enclosure is designed to be attached to a permanent base host structure of adequate structural
capacity.
2. The homeowner/contractor shall verify that the base host structure is in good condition and of sufficient strength
to support the proposed addition by hiring a professional installer.
3. The homeowner/contractor shall hire a qualified professional to verify the capacity of the typical details.
4. Site specific engineering is required for structures greater than thirty feet. Roof spans greater than fifty feet
and/or conditions not covered by the span tables.
5. The 6th Edition (2017) Florida Building Code is the basis of design wind loading.
6. Mean roof height shall be less than or equal to 30 feet. The ridge of the screen enclosure shall not exceed the
ridge height of the base host structure.
7. The exposure category is per site location. "C" for structures along the coast and "B" for all others.
8. The typical details shown are indicative of a standard installation. The engineer of record shall verify the
adequacy of the typical details.
9. Certification extends only for the tabulated spans of the structural shapes listed. The engineer of record shall
verify all other details including overall stability.
10. Interpolation between listed member spacing is permitted. Extrapolation beyond the tabulated spacing is
prohibited.
SCREEN ENCLOSURE OVER POOL
Pineda
1913 Selva Marina Dr Atlantic Beach
Note: 11
s 10, , t+ i i 1 1 r J f `//
-,vl LLIAPwo
s— wall 1. Concrete Shall �c 2507 PSI minimum. Concrete cover for
rebar 5hn11 be 3" minirrilm
2- Fiforme5h may be used in lieu of Woven Wire Mesh.
3. Minimlrn slab thickness hall be 3.5" actual thickness.
No.ALUMINU
2MA
4. Concrete footer must equal 144 sq. in.
Past TYP
r— 2"x2"x.93 angle with one 1/4"xS"
1308 St. Johns Bluff Road North
Jacksonville, FL 32225
tapcon on each side of wpporting
post and one 24" c/c on bottom
11111���
FAX 904-998-1937
1'xT plate lox 10/10 WWII (Typ-)
Jacksonville, FL 32246
Jack Anniston Rd. [S3
hwcpersonal(a�gmail xom
T
2 #10x3/4'•
2"z2" Plate TYP �
from angle into
f
L
post beam
or t� Z
Standard Footer 9"x16"
Pavers - (2)
9"
il3 Rebar Cont.
or 12'x12"
W needed for stem %vall 12"x24"
or 12"x36")
1 #S Rod or
2 #3 Rods
0
Ixlx3�" Angle
Inside Corner of
Gutter w/ (2)
#10xj' Each Side
e
1J2"x2A"x,62" Receiving
Channel tie Into
Gutter/Carrier Beam
—Carrier, Beare
Screw Amount (1) Less
Than Size of Beam
.062 Rec. Channel on Beam
to Gutter Connection with
Min (5) #IOxj' Staggered
2" Gutter Strap w/ (2)
#IOxj' SMS (Typ.)
Note: Gutter Straps only Rewired
Behind Each Load Bearing Beam
(2) #10x2" 5M5 at Each
Gutter Strap and (1) 24"
O.C.Into Host Structure
2" Gutter Strap Each Bean -
(2) #104" 51`15 Thru
Gutter Strap into Gutter
75 Min.) #104" SMS Thru Rec.
Channel Into Gutter or 2x2x.093 Angle
Each Side with (4) #10x" in Gutter
and (4) #Ioxi" into Bean
.o62" Rec. Channel with
#I0xj" SMS One Less Than
Size of Bean per Side
.062" Receiving Channel
Gutter/Carrier Bean
General Notes
1. A screen enclosure is designed to be attached to a permanent base host structure of adequate structural
capacity.
2. The homeowner/contractor shall verify that the base host structure is in good condition and of sufficient strength
to support the proposed addition by hiring a professional installer.
3. The homeowner/contractor shall hire a qualified professional to verify the capacity of the typical details.
4. Site specific engineering is required for structures greater than thirty feet. Roof spans greater than fifty feet
and/or conditions not covered by the span tables.
5. The 6th Edition (2017) Florida Building Code is the basis of design wind loading.
6. Mean roof height shall be less than or equal to 30 feet. The ridge of the screen enclosure shall not exceed the
ridge height of the base host structure.
7. The exposure category is per site location. "C" for structures along the coast and "B" for all others.
8. The typical details shown are indicative of a standard installation. The engineer of record shall verify the
adequacy of the typical details.
9. Certification extends only for the tabulated spans of the structural shapes listed. The engineer of record shall
verify all other details including overall stability.
10. Interpolation between listed member spacing is permitted. Extrapolation beyond the tabulated spacing is
prohibited.
SCREEN ENCLOSURE OVER POOL
Pineda
1913 Selva Marina Dr Atlantic Beach
For Florida Luxury
s 10, , t+ i i 1 1 r J f `//
-,vl LLIAPwo
,
0'<0
�
No.ALUMINU
2MA
v
��
SCC 051711
1308 St. Johns Bluff Road North
Jacksonville, FL 32225
Mss
//// Sl/ONAL
TEL 904-998-1938
11111���
FAX 904-998-1937
Harold W Coffield P.E. #50407
Jacksonville, FL 32246
Jack Anniston Rd. [S3
hwcpersonal(a�gmail xom