HomeMy WebLinkAboutSTRUCTURAL COMPONENTSGENERAL NOTES:
DESIGN CRITERIA
THE STRUCTURAL SYSTEM FOR BUILDING DEPICTED HERE ON HAS
BEEN DESIGNED ACCORDING TO THE 2017 6TH EDITION OF THE
FLORIDA BUILDING CODE, ASCE 7-16, AND THE 2015 ALUMINUM
DESIGN MANUAL.
THE STRUCTURE HAS BEEN DESIGNED TO RESIST THE FOLLOWING
SUPERIMPOSED LOADS.
ROOF DEAD: 2 PSF + SELF -WEIGHT
WIND LOADS ON THE STRUCTURE HAVE BEEN CALCULATED IN
ACCORDANCE WITH ASCE 7-16 FOR THE FOLLOWING: BASIC WIND
SPEED: 165 MPH (3 SECOND GUST), RISK CATEGORY: II, EXPOSURE
CATEGORY: C, PARTIALLY OPEN. ENCLOSURE CLASSIFICATION
PER ASCE 7-16, TABLE 26.13-1 (FOR 4-SIDED RECTANGULAR
LOUVERED AWNINGS)
LOAD COMBINATIONS:
D+0.6W 0.6D+0.6W
THERE IS NO LIVE LOAD ON THIS STRUCTURE AS IT IS NOT
DESIGNED TO SUPPORT THE LOAD OF A PERSON ON THE
LOUVERED SECTIONS NOR ARE THE LOUVER DESIGNED TO
SUPPORT WATER LOADING.
DESIGN OF LOUVERED RIGID CANOPY IS PER SECTION 3105.5.1 OF
THE FBC, RIGID AWNINGS AND CANOPY SHUTTERS. LOUVERED
BLADES SHALL BE REPOSITIONED TO THE VERTICAL OPEN
POSITION DURING PERIODS OF HIGH WIND VELOCITY. UNIT IS
EQUIPPED WITH A WIND SENSOR WHICH WILL OPEN LOUVERS AT
45MPH.
PER FBC SECTION 3106.5.3, CONTRACTOR SHALL POST WITH A
LEGIBLE AND READILY VISIBLE DECAL OR PRINTED INSTRUCTIONS
TO THE OWNER OR TENANT TO REMOVE OR REPOSITION THE
STRUCTURE OR PART THEREOF DURING SUCH PERIODS OF TIME
AS DESIGNATED BY THE US WEATHER BUREAU AS BEING A
HURRICANE WARNING OR ALERT. THE WARNING LABEL SHOULD
READ AS FOLLOWS:
"THIS RIGID AWNING MUST HAVE
LOUVERED BLADES REPOSITIONED
TO THE VERTICAL POSITION DURING
A HURRICANE WARNING OR ALERT AS
DESIGNATED BY THE U.S. WEATHER
BUREAU (FBC SECTION 3105.5.3)."
A CONTINUOUS LOAD PATH BETWEEN FOUNDATIONS, COLUMNS,
AND BEAMS ARE INTENDED BY THESE DRAWINGS AND SHALL BE
FIELD VERIFIED.
THE LOUVERED ROOFING SYSTEM SHALL BE INSTALLED IN
ACCORDANCE WITH ARCADIA LOUVERED ROOFING SYSTEM.
THE CONTRACTOR IS RESPONSIBLE FOR WATERPROOFING.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE
SUITABLE SEQUENCING, MEANS AND METHODS OF
CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO THE ADDITION
OF NECESSARY SHORING, TIE DOWNS, TEMPORARY BRACING,
ETC.
THE INFORMATION USED AND CONTAINED HEREIN IS BASED ON
CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. DESTEFANO
ENGINEERING GROUP, PL (DEG) HAS NOT VISITED THIS JOB SITE.
DIMENSIONS AND EXISTING CONDITIONS SHALL BE FIELD
VE-RIFiED-0E-GASSUMES-NO RESPONSIBILITY OR LIABILITY IN ANY
WAY FOR ERRONEOUS OR NI ACCI�R T�D}kFA OR
MEASUREMENTS. DEG SHALL BE NOTIFIED AND GIVEN AN
OPPORTUNITY TO RE-EVALUATE OUR WORK UPON DISCOVERY OF
ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF
EXISTING FIELD CONDITIONS, FABRICATION, AND/OR INSTALLATION
OF MATERIALS.
MATERIAL SPECIFICATIONS
ALUMINUM -
ALUMINUM SHALL BE A MINIMUM OF 6063-T6 UNLESS NOTED
OTHERWISE
FINISH COLOR TO BE SELECTED BY OWNER FROM
MANUFACTURES STANDARD COLORS FOR STANDARD
EXTRUSIONS.
CONCRETE FASTENERS TO BE 410 STAINLESS STEEL TITANS AS
MANUFACTURED BY SIMPSON STRONG TIES OR APPROVED
EQUAL.
ALL SMS SCREWS ARE 410 STAINLESS #12 x 1" SELF -TAPPING
METAL SCREWS (SMS) TYPICAL UNLESS OTHERWISE NOTED.
EXTRUDED STRUCTURAL TUBE OR PIPE: ALLOY SHALL BE BE
6061-T6, 6005-T6, 6063-T6. OR AS NOTED ON DRAWINGS AND
CONFORMING TO ASTM B429.
GENERAL CONDITIONS
IF THERE ARE ANY DISCREPANCIES HEREIN CONTACT THE
ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
THIS DESIGN DOES NOT CONSTITUTE THE ENGINEERING OF ANY
OTHER STRUCTURES THAT ARE NOT SPECIFICALLY MENTIONED
HEREIN. IF THERE ARE ANY DISCREPANCIES THEREIN, CONTACT
THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
ALL WORK PREPARED BY DE STEFANO ENGINEERING GROUP, PL
(DEG), IS THE PROPERTY OF DEG AND MAY ONLY BE USED FOR ITS
INTENDED USE. THE DRAWINGS, SPECIFICATIONS AND OTHER
DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM,
PREPARED BY DEG AND DEG'S CONSULTANTS ARE INSTRUMENTS
OF SERVICE THROUGH WHICH THE WORK TO BE EXECUTED BY
CONTRACTOR. AS DESCRIBED REMAIN THE PROPERTY OF DEG.
SAID WORK MAY NOT BE USED AT ANY OTHER LOCATION OR FOR
ANY OTHER USE WITHOUT PRIOR WRITTEN AUTHORIZATION.
DEG WILL HAVE NO RESPONSIBILITY FOR THE CONTRACTOR'S,
CLIENT'S OR OTHER ENTITIES; MEANS, METHODS, TECHNIQUES,
AND PROCEDURES USED IN CONSTRUCTION, AND WILL NOT BE
HELD LIABLE FOR THE CONTRACTOR'S INADEQUATE OR
UNSATISFACTORY PERFORMANCE OF THE WORK.
FILE COPY
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
2"
0o
i�
5 3/4"
ST. LUCIE COUNTY BUILDING D
REVIEWED FOR COMPI_T,4NrF ..
DATE v
PLANS D P I MUST BE KEPT
SITE OR NO INSPECTIONS) WILL M OE 011
5 3/4"
2X8X1/8"
6X6X1/8"
5-3/4X12X3/16"
5 3/4X i
BEAM
POST
ARCADIA
ARCADIA
20-63-295
19-63-260
CHANNEL
CHANNEL
6063-T52
6063-T52
5052-H32
5052-H32
FSTRUCTURAL COMPONENTS
S�S1 SCALE: 2" = 1'--0"
1T__7
U�
CHANNEL
13-63-250
6063-T52
io
L
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
COMPLY WITHALLPPLIRY IN CABLRE CODES.
LOUVER
S1 SCALE: 2 " = 1'-0"
0— . de ST "�-,,.
NA
6
1 �
a :• SATE OF
July 11, 2018
�r �R
Qa a c
W ?sW
2 °� ccc
� a v
W
4W do
o
5
U w
00
The Kiss Residence
13300 NW Maplewood Rd.
Palm City, FL 33990
June 27, 2018 File:182486 I of 6
0
N
f
[REFLECTED CEILING PLAN
S2 SCALE: 114" = 1'--0"
7" SUPER GUTTER
EAVE ' 4
CV
S4
i�
ADJUSTABLE
LOUVERS
C2
f0
�
JFS4]
6X6 POST WITH
o
G
GUSSET PLATES
J
S5
26'-0"
-dgbb.- \\- DOUBLE 2X8
FRONTBEAM
FS1
�1 PLAN VIEW
S2 SCALE: 114" = 1'-0"
P;de •.,,,,
......• F,c
Q�.•��CE '
s�•; 9,y0
6
;c
• SATE OF
OR 1,0...•G��,,,.
.SS�ONALE,,
August 24, 2018
cc
V.
O
N
3
7
A 2 e 2
N
M L
a
� a m
Uj ^ of
pz
h
W �
� � N
da
'11 o `o
0
The Kiss Residence ��
13300 NW Maplewood Rd.
Palm City, FL 33990
June 27, 2018 File:182486 of 6
(6) #14X1" SS SMS EACH
SIDE OF CHANNEL
3/16" ARCADIA
CHANNEL
EXISTING SLAB LEVEL
/ NG
4X24 4
R FO
OT G / /
FS34FOOTING DETAIL
1-112" = 1'-0"
5-3/4X12X3/16"
ARCADIA CHANNEL
(6) #14-24X1" SS
SMS EACH SIDE
OF CHANNEL
1/4" PLATE
IPOST BASE DETAIL
S3 SCALE: 3" = 1'-0"
REINFORCED -
2'4" 19'-6" FOOTINGS FZ_011
[i FOUNDATION PLAN
13 SCALE: 114"= 1'--0"
de Sr -,
o QZ P.CE •••'FF
N 6 1
a�• SATE OF ;=,
'111,1uumm.....
July 11, 2018
0o
N
O a � C, 1,
N
R R G
YC!
� 2 u
co a: a
LU
Q W m J.
a
� � N
m N V
d �
va a
y Ed
d
a y
The Kiss Residence ��
13300 NW Maplewood Rd.
Palm City, FL 33990
June 27, 2018 File:182486 of 6
��1
7" SUPER
GUTTER
(4) #14 SS SMS RECESSED / (2) 3/8" WOOD LAGS WITH
SPACED AT 12" O.C.T1- J 2" MIN. EMB. INTO WOOD
TRUSS CORD AT 24" O.C.,
TYP.
2X8X1/8"
BEAM
44 BEAM TO SUPER GUTTER
S4 SCALE: 1-112"= 1'--0"
GUSSET
PLATE
2'-0"
6X6 POST
H
EXISTING CONC. SLAB
)1 FRONT ELEVATION
S4 SCALE: 114"= 1'--0"
F2 SIDE ELEVATION
S4 SCALE: 114" = V-0"
2X8 BEAM GUSSET
FPLATE
H
2'-0"
-��P.•\1\CE•3�c.,�,o..
N 6
SATE OF
• :c�OR IMP' ��
July 11, 2018
ao
N
er;�R E 2
Da
N
a v e
o
e
�, c
2
Wco
011
LU of
LZ- H O
a
'g
GRADE LEVEL
m�
da
a
10,
The Kiss Residence
13300 NW Maplewood Rd.
�
Eo
Palm City, FL 33990
June 27, 2018 File:182486 6
GUTTER CORNER EDGE -N r
GUTTER CORNER
GUTTER
(2) #14 TEK SCREWS
GUTTER
BEAM
BEAM
BEAM 1 TOP VIEW
-CORNER
CONNECTOR
UTTER CORNER
GUTTER EDGE
GUTTER
CORNER ISOMETRIC VIEW
CONNECTOR
•
BEAM J
•
GUTTER CORNER
CONNECTOR
• .GUTTER CORNER
GUTTER CORNER EDGE SIDE VIEW
�7 GUTTER CORNER ASSEMBLY
S5 SCALE: 1-112"= 1'--0"
PIVOT CAP I 'ram LOUVER PROFILE
e FOR COMPARISON
PIVOT TRACK
TRACK PIN 5116" ,
DIA. SS PIN
INTERNAL GUTTER
2X8 BEAM
[LOUVER MOUNT DETAIL
1S5] SCALE. 1-112"= 1'--0"
2" 2" 1"
6X16X1/8"
GUSSET PLATE
(8) #14 TEK SCREWS THRU
BEAM CORNER INSERT
EACH BEAM
(16) #14 TEK SCREWS THRU
GUSSET INTO BEAM EACH
SIDE OF ANGLE
BEAM
�14X3"
SMS
F
CORNER CONNECTION DETAIL
SCALE:2" = 1'--0"
LOUVER SIDE
2 2" ,- DOUBLE 2° 1° 1" 2"
—T BEAM rT
(16 #14X3" SS
SMS AT EACH
SPLICE
SPLICE DETAIL "` Vv"`••
S5 SCALE: 1-1/2"= 1'--0" #11%
(ATTACHMENT OF PIVOT BAR TO BEAM) TOP VIEW
AT ALL PIVOT PIN LOCATIONS.
BEAM
® ® ®
PIVOT BAR -
(6) #14-24X1"
® ® ®
CAP
SS SMS
® ®
-
mt ----- \___ _(_
r- PERIMETER BEAM
i
® ®
#12-24 TEK SCREW
CHANNEL
(3) #14 24X1" SS
SPACED AT EACH PIVOT
-EACH-SIDE_-_
1/4" MIN. 6063 T5 GUSSET PLATE. LOCATION EVERY 6"
g"
®
- DTH=EQUAL- — : - -DST's wl D-TH
DEPTH 2X BEAM DEPTH. (30) #12
® ®
SS SMS SCREWS INTO POST AND
SIDE VIEW
BEAM EQUALLY SPACED
POST
1 l'. 11 ,rl"f
TRACK BAR
PIVOT BAR CAP
PIVOT BAR
BEAM
2X8X1/8" BEAM
GUTTER -)
2X8X1/8" FAN BEAM
1-3/4X1-3/4X1/8
U CHANNEL
(3) #12-24
SS SMS
EACH SIDE
oo' de
. '-
N 6
SATE OF Q:.
,p •. . cam,:
FSF�OR
NIAt.
July 11, 2018
(3)#12-24 1%p
co
SS SMS I N
ti
P
FAN BEAM DETAIL
5SCALE: 3" = 1'--0"
TRACK BAR
TRACK BAR PIN
PUSH NUT
BEAM
PIVOT PI
PIVOT
SIDE VIEW
"AR CAP
BAR
PIVOT BAR
LOUVER
ISOMETRIC IN -SIDE VIEW
TRACK BAR PUSH NUT
/\ 7TRACK BAR PIN
�— LOUVER
ISOMETRIC OUT -SIDE VIEW
E LOUVER CONNECTION DETAIL
BEAM
IT
BEAM TO POST ATTACHMENT 3 GUSSET PLATE DETAIL SCALE: 1-1r1= 1'-0" The Kiss Residence
SCALE: 1-112" = 1'-0" S5 SCALE: 1-112" = 1'-0" 13300 NW Maplewood Rd. S 5
Palm City, FL 33990
June 27, 2018 File;182486 I of 6