HomeMy WebLinkAboutCARPORT DETAILROLL -UP
ROLL -UP DOOR
DOOR
FRONT ELEVATION
REAR ELEVATION
GENERAL NOTES
RIGHT SIDE ELEVATION
LEFT SIDE ELEVATION
1. THESE PLANS BELONG EXCLUSNELY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM(MWFRS), COMPONENTS AND CLADDING(C&C), AND BASE RAIL ANCHORAGE.
OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PROPERTY SET -BACKS, ELECTRICAL, PLUMBING, INGRESB/EGRESS, FINISH FLOOR SLOPES AND ELEVATIONS,
OR OTHER LOCAL ZONING REQUIREMENTS ARE THE LIABILITY OF OTHERS.
L THESE STRUCTURES ARE ENGINEERED AS NON -HABITABLE STORAGE/UTILITY STRUCTURES (RISK CATEGORY I) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE
AND LIVE AND WIND LOADS. UPGRADES NOT SPECIFICALLY ADDRESSED HEREIN, SUCH AS WINDOWS, DOORS. OR ANOTHER COMPONENT NOT LISTED IN THE FLORIDA BUILDING
CODE APROVED PRODUCT LIST, AND NOT PROVIDED AND INSTALLED BY CARPORTS ANYWHERE, INC., WHICH CAUSE ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE
OWNERS RISK FLORIDA ENGINEERING LLC, SHALL NOT BE RESPONSIBLE FOR FAILURE OR STRUCTURAL DAMAGE DUE TO THE EXTRA LOAD.
3. ALL C&C SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S MANUALS AND INSTRUCTIONS,
4. FRAMING AROUND ROLL -UP DOOR OPENINGS SHALL BE 12GA TS POSTS AND I2GA TUBE STEEL ITS)HEADERS CROSS-SECTION MATCHING THE REMAINDER OF THE BUILDING FRAMING.
5. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE ZINC COATED HARDWARE
6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS
SHALL BE REINFORCED WITH 6X6-Wt4XW I.4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C11 W
7. ALL FIELD FRAMING CONNECTIONS SHALL BE 912-14 x 3/4' SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHERS. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED.
8. POST/RAFTER BRACING: BRACE ON EVERY POSWRAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS.
9. CONCRETE ANCHORS SHALL BE 112' x 512"WEDGE (12"x5' TAPCON LOT ON OTHER) ANCHORS OR EQUIVALENT.
10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE, SDI EDITION
(2017) - RESIDENTIAL, AND SECTION 1816.1 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017) -BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE
OF 2.000 PEP IS ASSUMED.
11. 14 GA FRAMING IS 2-12' x 2-17 TUBE STEEL ITS). NIPPLES ARE 2-1/4" x 2-1/4' TS FOR 14 GA FRAMING. 12 GA FRAMING IS 2-1/4' x 2-1/4" TS. NIPPLES ARE 2" x 2" TS FOR 12 GA FRAMING,
EXCEPT AS NOTED IN NOTE 4 ABOVE.
DESIGN CRITERIA
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
CHAPTER 23 WOOD.
2. ASCE 7-10, & SE17
3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. AC1318 CONCRETE REFRENCE MANUAL.
5, PCI PRECAST& PRESTRESSED CONCRETE.
6. AAASM35&AAADMI
WIND LOADS:
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 16U.5 &TABLE
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 &TABLE
PRODUCT CATEGORY
SUBCATEGORY
MANUFACTURER
APPROVAL
No. & DATE
STRUCTURAL
ROOFDECK
CARPORTS ANYWHERE
FL27402.1
COMPONENTS
HAMPTON RIB ROOF PANEL
e/15118
STRUCTURAL
STRUCTURAL
CARPORTS ANYWHERE
FL27403.1
8115118
COMPONENTS
WALL
HAMPTON RIB WALL PANEL
EXTERIOR
ROLL -UP
ASTA INDUSTRIES INC.
FL8888.1-RS
DOORS
MODEL 203
10/07/17
EXTERIOR
SWINGING
ELIXERDOORAND
FL17996.5-R1
DOORS
METAL COMPANY
01/29/18
SERIES 407
fSiz - b13b � �- �•�
ST. LUCIE CO NTY B IN DIVIS ON = p�.Co o O y W
REVIEWED-FOR-COMPi'A -�:Z o U,
REVIEWED BY =� u-�� =z= B
PLANS AND PERMIT MU BE Kco
DATE
SITE OR NO INSPECTIO (S) WI t BE EIVED �� •. L�
DEC 06 2018 ",,,11IIII111111"
Lucie County,
OCCUPANCY GROUP:
U
CONSTRUCTION TYPE:
II-B
BUILDING ENCLOSURE TYPE:
ENCLOSED
RISK CATEGORY:
I
ULTIMATE WIND SPEED (MPH):
150
NOMINAL DESIGN WIND SPEED (MPH):
116
WIND EXPOSURE CATEGORY:
D
MEAN ROOF HEIGHT (FEET):
17.875
ROOF ANGLE (DEGREES):
14.0
DESIGN PRESSURES (PSF):
ROOF:
ZONE 1:
-19.2 /-30
ZONE 2:
-19.2 /-51.6
ZONE 3:
-19.21-81.2
DESIGN ROOF PRESSURES:
+19.2/40.8
WALLS:
ZONE 4:
.32.7/-35.4
ZONES:
-32.7 / 43.5
DESIGN WALL PRESSURES:
*32.71-36.2
SWINGING DOOR:
-32.71-35.4
ROLL -UP DOOR:
*26.6/-29
CONCRETE NOTE
O
p 2 2
ti
O X
ti
W
U h O
>zz
z) 2
2 Q � aLU
s
DO OZI L7^
2 U > Ld on w Q
IL Go Ly 2 3
W CoJ m
IT �lu >�
Q Q-
ALL OPEN AREAS OF CONCRETE
OUTSIDE OF THE PROPOSED
STRUCTURE SHALL BE DESIGNED
TO SLOPE AWAY FROM THE
STRUCTURE CONCEALED FASTENERS OR ATTACHME
ARE THE RESPONSIMILITY OF THE
CONTRACTOR OF RECORD,
COVERAGE OF THE REINFORCED STEEL:
MINIMUM CONCRETE COVER OVER THE REINFORCED STEEL BARS IN THE FOUNDATIONS SHPLL BE:
B INCHES WHERE THE CONCRETE IS POURED AGAINST AND TEMPORARY IN CONTACTWITI THE EARTH
OR UNPROTECTED FROM THE EARTH OR WEATHER. OTHERWISE 1-12INCHES. REINFORCED BARS
EMBEDDED IN GROUTED CELLS SHALL HAVE AMINIMUM DISTANCE OF 1/4INCH FOR FINE GROW
OR la INCH FOR COARSE GROUT BETWEEN REINFORCED BARS AND PLANE OF THE CELL.
REINFOMASONCED RY
UNITS THFAMED IN WOSEDT STONEWORKSHAUL RWEATHAVE MaINC E LOVER 2 R$TON E R
IMBONRYUDTOTHEFACEEXPOBEDTO THE EARTHORWEATHER Ma INCHES FOR STON Cop
NOT E%POBED TOTNE WEATHEfl Oft EARTH. ■\V
REINFORCING STEEL:
THE REINFORSING STEEL SHALL BE MINIMUM GRACE 40.
CONCRETE
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI.
GALVANIZATION:
THE EXTERIOR WALL CONSTRUCTION WITH METAL ACCESSORIES THAT DONT HAVE DIRECT EXPOSING OF WHETHER SHALL BE GALVANIZED
ACCORDING TO ASTM A 153, CLASS B-2. SCREWS. BOLTS, PLATE CONNECTORS AND NAILS EXPOSED DIRECTLYTO THE WEAmt7 BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. NED
REINFORCEMENT MAY BE SENT IN THE FIELD OR SHOP AS LONG AS: BY
L
1.RISBENTCOID; St Lucie
MV cieCounty
3. REINFRCEMENT PARTIALLY EMBEDDED W CONCRETE SHALL NOT BE FIELD BEM; �7
3. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN SIX -BAR UWAETERS.
EXCEPTON:
WHERE BENDING IB NECESSARYTO ALIGN DOWEL DARS WITH A VERTICAL CELL BARS PARTIALLY EMBEDDED IN CONCRETE SHALL BE
PERMITTED TO DE BENTATA SLOPEOF NOT MORE THAN 1 INCH OF HORIZONTAL DISPIACEMENTTO 6 INCHES OF VERTICAL BAR LENGTH
--J
m
-0 )
J
UI
CO
M
z_Z<
O
n/
LL
rJ
ig� p U
Lu
J
O 06
LLI
<
LL Ln •s
Z
~
I L
r N
1"1
I-- M C_
w
Q
O
Q
03<7-
NF-
W L 1�
CO
U
of
i 0
i
Ln
•••J
L.L
r
IL
W
af
W
>_
}
z
Q
W
O
CL
Q
U
DESIGN DATE:
REVISION 1:
REVISION 2:
SCALE:
O
z
F-
U
Ld
O
0-
CV
LL
O�
C'4 �N
LL
0 �LLL
zO'LL
gzC)
m Q W
F ❑ _
LUzIl
of- U)w
O
O05O LL
9/24/2018
DATE PAGE:
DATE
NTS
16'A"
w .. .... ... .... ... .—_ i:— ... 4;<;:%q;'::.:fiiUif::.:iy:RiG!•'.:";•-!�:;:Y: 4';:;:5:::�:':.4;"i:':::".`_;:?::'";',m:'.:�':':+._,::.:;:�:P;•::::::7;.}::t :;�:'�','::
lz 1tl-0"� Fii I I I I I I6"O/R I 1 1 1 1 1 1 F-
Ny ac
:.
I I I I I I I m p I I I I I I I
y
4z
1 16.ON I I I I I I I :9
§,:::�J:;::::::�:-•uo;;v;�'•tz;-::;;1%%;;;z�'u�:!;�;:!a::a�:;a':zu;;;-: '::auc 1:;c:�:;»?ozc.: �ox[a:+:[I'tao ::?. zauaat::?ec�f
�,A••
€fig �
L
s �
�.0
$B jg�s
$9
y AaSF
o
C cwo
00°Ov
M-
mmxmi
A
y
m
DA
Z R
Im,
N
o C
-i
M"o
A m�
m
2
°°
m
mwm0
J
°o
0
0
m
m
m
CONTRACTOR:
m
N
�+
6
CARPORTS ANYWHERE
oo=
z
2:
o
N
+
..
�
m
y
m
m
PROJECT ADDRESS:
o
m
FOREST BLANTON 2 OF 2
6905 INDIAN RIVER DR
>
N m
FORT PIERCE, FL
IUII/lyrr
N
�2 NSF '• .�2
No. G0102 :•
FLORIDA ENGINEERING LLC
4456 TAMIAMI TRAIL, UNIT B114 �`• sTATEOF .'w�
PORT CHARLOTTE, FLORIDA 33980
(941) 391-5980/IIII I O
www.flengineeringllc.com
Cr ig E. Gunderson, P.E. #60102
PROJECT NO. 1826328 CA CERT. #30782 DATE: 10/5/2618
1 OONCRETERASERAILANCHORAGE
SCALE: NTS
5 DNSTRUCNRALHEADEROR WINDOW RN
TO POST CONNECTION DETAIL
SCALE: NINE,
TS III PoST
<'WELD®z ON
CENTEN
TS CONTWU -BE-1
9 RAFTER POSTRA5E RAIL
CONNECTIONDETAIL
SCAIf: NIS
2 RAPTERPOTISTM ERAIL
CONNECON DETAIL
_ __ _ scA NITS _ _ -
6 CONNECTION POST AFTER
DETAIL
SCALE: NTS
3 ENO POSTIRASE RAIL
CONNECTON DETAIL
SCA E: m
TSTRUSSED MITER C1 R0.
OR NON -EN USTURN HEADER
Y.S. S"'- NGLE CUP
SECUflE TO PoST ( EALX SIDE) AND WTER
CXOflOMNLWRX INSA..Y1
(2) ON BOTTOM AXD (?J ON SIDE
NOTE AT ROLL-UPDOOR OPENNGS,
POST SHOULD BE FLU SH AIM RN L END.
CUP POST To MI. ONLY ON SIDE
DR OSTE TIE OPENING
4 OST TO NONSTRNCTIIRAI HEPDER,RASE,
LOR WINDOW RAIL roNNEOTON OETNL
SCALE: NTS
SING' NIPPLE TO
12SATS PoST POST TS END POST OR DCORI
WINDOWFRPME PoSTLO
E RTROLL-UP DOOR OPENINGS,
T SXOUID BEFLUSH WITHRALEND,
PPoSTTOON SIDE
OSRE TI77 E OPFNINO.
TSNONSTRUCTUPPLHEAOER
D3OAWERNU NWINwWRNEL
III
U FV I-ON07Si aiiD yr
SE1F E.U.GFASTENERS
7 xEAOERNSET
CONNECTION DETAIL
SCALE: NIS
$ OSTTO NONSTRUCTURAL HEAD ER, BASE,
L OR WINDOW RAIL 60NNEOTION DETAL
SCALE: NTS
tz
Z�co o O .O'•, a
T-
�'��,,/�6dr�
��'"'�//
•••.... ...• Off• �'.�.�1
I I � I I III\\"``P•
-j-
-
m
c)
00—
rJ
V
~
M
Z
Z
O
U
n/
LL
w p U
w
J
00Do rn
W
Z
~
L
LLI r ai
C
(D
I— 6j
OJ
W
Q
W a)
0
¢
H
U
Of
OLo
J
0
LL
w
00
(V
M
co
04
a0
N
w
LI_
0
w
N
=
}
Z
j
LJL
Z
Z'D' w
F
2
_jZU
b mQ�
w W
O
H
K d
o (n z
a
af
o w—F
a of
U
c~ 0050
w
DESIGN DATE:
9/24/2018
REVISION I:
DATE
PAGE:
REVISION 2:
DATE
SCALE:
NTS