HomeMy WebLinkAboutPLANS63.98,
18600' 16.Q0 11A�
OPEN
PATIO 8.00'
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�E SCREEN
ROOM 4:00
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SHED`
.� 12.00'
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�25 33'
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MIN. SETBACK REQ. REVIEWED OR
MN. CODE COMPLIANCE
SIDES CNR S ST. LUCIE COUNTY
REA 3267' BOCC ,
ZNG.
TECH, In the event ofa comlictin memh rsizes shown on
the plans and the general notes, th utlze fhe more s6 ngent member.,Zn�ctormust
Engineer: Michael Thompson, P.E: n 9uuemenls.
7509030930
...1'0' EASEMENT
SCANNED
CL�STO,MER BY
k St. Lucie County
BLOCK: -70 LOT.' 04 PHASE: 08
MODEL.: MINICORAL`REEF SIDLNG COLOR:
SIZE 2T X -- 4" ,:. DRAWN BY:_JOHN
MANUF: HOMES OF�MERIT DATE::07/11/05
�- 'SCALE: 1" = 1.0'
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16,
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8'-8•
8'-8•
all posts 3x3
T
8
20 eve rail connected to house with 2" rec channel
at house(black) secured with (2) y" lapcons and (2) #12
x }" top and bottom
3" poly rommet nel cured to eve rail12" with #14 x 5" SDS with rubber
on
ery
31--E�
2or�33eve
•Eve rail attached to post with 2' rec channel and (2) #12 x 1"
into top and bottom and (4) #12 x 1'through channel Into post
3x3 post notched in front to accommodate 2x lap carder beam
with %' bolts x 4" through post and beam.
910 x 3f4" through header into panel every
e" or 6 per 4' panel no screws on lop
3"
3le" bolts through
beam, and post
Poly roof connection to wall and house details
Ginter braces at each beam
4" wide with (3) #14 x 1"
through brace on one side
and (3) #14 x 1" Into lip of
(6) #10 gutter
3/e" boltbeam,
and
posh
heam, and post
5" supergutler
beam screwed to
gutter before mating
with #10 x 314" at 6"
Oc
Poly roof to super gutter to enclosure connection details
Contractor Alternative Option
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
EOCC
In the event of a tanfllct In member sizes shown on
the plans and the general notes, the conhactormust
utilize the more stringent membe'rrize requirements.
Fnginaer: Michael Thompson, P.E. 47509/CA30930
n
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cm<
ponnm
0 Mrn
n0�®
L M
Z
10
m
es sh0vM Or'
In the event of a cant ai 1110 tiet the�pntrado must
the plans and the g uirements-
ul1ize the mote stdngeld membef Me 5p91CA30930
Engineer Michael Thompson, P.
Poly Roof Attached to beam with Self Drilling Lags #14 @ 18" cc
2x3 or 3x2eve rail
Uprights fastened through eve rail with
(4) #10 x 2" sheet metal screws
2x uprights (patio)
Angle attached to upright with
(2) #14 x 1"and into concrete
with (1) 3/8' x 4'tapcon
MI X 2' sheet metal screws
)ugh upright into eve rail each side
2x uprights (lap)
Poly roof connection details to post and eve using 2x patio and lap uprights
3" poly panel secured to eve rail with #14 x 5' SDS with rubber
grommet on top every 12. OC \
structural Gutter
Roof
0
`(2) #10 X 3/4'se# drilling screws
through channel into gutter
Poly roof connection details to super gutter
Contractor Alternative Option
I
,
r
2
0
%' x 4' bolts
with nylock nuts
1.5' x 2" receiver channel attaches to house
with tapconsA" x 1 W
3' header severed to house(CBS) with Yi tapcons
x 1 Y.' long every 18" OC
r 3"
3" header o o -J{
r3"
r-`-1 Carrier beam
Ye' x 4' boltswith nylodk nuts
=1--3"
In the event ofa conflict in member sizes shown on
the plans and the general notes, the contractor must
dtitize the more stqngent member,ize require Engineer: Michael Thompson, P.E. 47509/CA3ments.
0930
3" Internal post Insert secured
to concrete with (4) x 1 314" tapcons
Poly roof post and beam connection details using 3" posts
Contractor Alternative Option
. REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
ALUMINUM SCREEN DESIGN
ROLL -FORM GUTTER IS ATTACHED TO
3" PAN ROOF WITH # 10 1" 6" FROM ENDS 24" C
ROOF IS ATTACHED TO FRONT WALL
& SUPPORT BEAM WITH (4) #10 1"
PER PAN
BEAM TO WALL CONNECTION
REVIEWED FOR
;ODE COMPLIANCE
;T. LUCIE COUNTY
BOCC
2X2 RECIEVING CHANNEL IS
ATTACHED TO BEAM WITH
1 LESS # 10 1" THEN BEAM SIZE
& INTO STRUCTURE WITH (4)
BRACKET FROM 3X3 IS ATTACHED
TO CONCRETE WITH (2) 1/4" X 2"
TAPCONS TYP. ((2) 1/4" X 5"
TAPCONS IF THRU PAVERS)
((2) #10 2" IF TO WOOD DECK)
ALUNII SCREENDESIGMCOM
ALUMINUMSCREENDESIGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
3" C CHANNEL IS ATTACHED TO 4TH WALL STRUCTURE WITH #10 1"
6" FROM ENDS 24" O.C. & TO 3" PAN ROOF WITH (4) #10 1" PER PANNEL
ROLL FORM FASCIA IS
ATTACHED TO PAN ROOF
WITH 910 1" 6" FROM
ENDS 24" O.C.
3X3 POSTS ARE ATTACHED
TO 2X6 BEAM (2) 3/8" X 3 1/2"
3X3 POST IS ATTACHED TO
BRACKET WITH (2) 3/8" X 3
DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALL TAPCONS SHALL PROVIDE MINIMUM OF 11/8" CONCRETE EMBEDMENT DEPTH
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION)
FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH
(FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1.
CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS
MICHAEL THOMPSON
4401 VINELAND ROAD
SUITE A6
O, FL 32811
• P.E. # 47509
RECEIVED
APR 082018
Permitting Department'
St. Lucie County