HomeMy WebLinkAboutCARPORT PLANS20'-0"
12'-0'
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NOTES:
CODE INFORMATION
OODE V 014
M Ion 6. F . As¢-7-fa
WNOFAiC1URQt
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-TO BE TER ITE TREATED AND COVERED WITH 6 MIL
VAPOR RETARDANT PER SECTION R318 AND 1816 OF
THE 2017 FLORIDA BUILDING CODE, 6TH EDITION
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BUILDING ME
Unm =UCTURE
OGNMUCDON TYPE
6-e
m Gam.
I
CONCRETE:
i
TIRE PR°rEcn°N
NaNE
IIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28
I
MIGN SrsiEM
NcY
DAYS
�U UPP
N U
-ALL OPEN AREAS. OF .CONCRETE OUTSIDE. OF THE.
PROPOSED STRUCTURE SHALL BE DESIGNED TO
SLOPE AWAY FROM THE STRUCTURE
BASK WIN° SPEED
v�immPn
E%POSURE
C
INTERIM PR UK COEiFTCiENT
F/- 0.16
I
REINFORCING STEEL (REBAR) REQUIREMENTS,
!
IMPORTANCE FACTOR
1.16
-MINIMUM GRADE 40 STEEL
ROOF DEAD LOAD
10w
i
-REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED:
ROOF ME LQAD
2W OR !0® PpNf Ld°
MOOR DEAD �i0
1004
-THE REBAR IS BENT COLD
-THE DIAMETER OF THE BEND MEASURED ON
FLOOR LIVE LOAD
a�SC
I
THE INSIDE DOES NOT EXCEED 6-BAR DIAMETERS:
AND
-REINFORCEMENT PARTIALLY EMBEDDED IN
CONCRETE SHALL NOT BE FIELD BENT EXCEPT IN
CASES WHERE DOWELS NEED TO BE BENT TO
ALIGN WITH A VERTICAL CELL. THESE REBAR MAY
I
;
j "(� — U iY
'R" RAANG OF WAIL , FLOOR. ROOF
N/A
MaOUL PEA BUILDING
1
HUMINIE PROTECBON UWE
NO
HUMCANE SHML USAGE
Na
SGUAAE FDOTAGE
B4O SO. FT.
REVISIONS
BE BENT NOT TO EXCEED TO SLOPE OF 1"
I
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HORIZONTALLY TO 6" VERTICALLY.
0
'
EVIEWE® FO
REV
DESCRIPTON
DATE
BY
CRETE is
CASTCOVER AGAINST(INIMUM WHERE THE AND PERMANENTLY N CONTACT
CODE ,
C®���U
o
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j"xW EXPANSION ANCHOR WITHIN 6" OF
EACH POST/FRUSS ALONG SIDES AND
EVERY OTHER END -WALL POSE
2" MIN. BASE RAIL
I
GRADE
WITH SOIL ED WEATHER AND 1}" ELSEWHERE.
REBAR EMBEDDED IN GROUTED CELLS SHALL
HAVE A MINIMUM CLEAR DISTANCE OF }" FOR
FINE GROUT, AND }" FOR COARSE GROUT
BETWEEN REBAR AND ANY FACE OF A CELL
REBAR USED IN MASONRY WALLS SHALL HAVE A
MABDNRY COVR (INCLUDING GROUT) of NOT
LESS THAN 2" FOR MASONRY UNITS WITH FACE
IS
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9/9/19
LRcvyo,r.
1900 Sehirard Dr., Ft. Pierce
MRe6I¢.
30'L X 32'W X 14'H
�I— r
I — 2.500 PSI 4' CONCRETE
SLAB WTRI W.W.F. OR
I I FIBER MESH
(3) #6 REBAR 0 3- O.C.
MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM
I CAPACITY 2.000 PSF (TYP.) 12' OVERLAP SPLICE
CONCRETE FOUNDATION BASE RAIL
ANCHOR DETAIL
I
EXPOSED TO EARTH OR WEATHER, AND 1}" FOR
MASONRY UNITS NOT EXPOSED TO EARTH OR
WEATHER.
GALVANIZATION:
-METAL ACCESSORIES FOR USE IN EXTERIOR WALL
CONSTRUCTION AND NOT DIRECTLY EXPOSED TO
WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH
ASTM A 153, CLASS B-2. METAL PLATE
CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED
DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL
OR HOT DIPPED GALVANIZED.
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Matthew T. Baldwin P.E.
Florida License #84808
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FRONT END WALL
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LEFT SIDE WALL
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REAR END WALL
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CODE INFOR TO
CODE w CN M =17 sM ENMan. ASOE—T—ID
MMUFACIURER N(d411R WIYMRt&
BURRING TYPE InOIIY ���
CONSIRUC 04 ME
o-B
RSK GTEWW
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FIRE PROIECIIOII
NAVE
ME SUPPR ON SYSTEM
NONE
OCCUPANCY
URI11Y. U
BWc-%ND SPEED
V IBMoth
E% URE
C
ENCLOSURE
R1aDSm
INTEAWL PRESSURE COEFETCIENT
a1B
MG WANCE FACTOR
1.15
ROOF DEW LOAD
1W
ROOF L LMD
2m M 3 b POM IMO
ROOR DFAO LOAD
1O
ROOR UVE LOAD
sOvSF
'R' RATING OF WADS. RWPR ROOF
N/A
MODULES PER BURRING
1
HURRICANE PROTECTION USAGE
ND
HURWCANE SHELTER USAGE
No
SOUME FOOTAGE
9w m R.
MTB
9/9/19
1900 Schirard Dr., Ft. Pierce
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MattheW T. BaldWin P.E.
Florida License #64606
U5
Sheet
CA-2 OF 4
FRONT END WALL
LEFF SIDE WALL
MW
REAR END WALL
RIGHT SIDE WALL
RIGHT SIDE LEAN—TO WALL
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
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cAmm T
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ns AMMm
smunur�
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INTS04AL PRESSURE fA CIENT
i/- Am
M/ UANCE FACTOR
1.15
ROOF DUD LOAD
ICPW
ROOF L LOAD
20P OR OOeG FaNO LOb
ROOR DUD LOAD
IDPS
ROOR U LOAD
WMF
11• RATING OF WALLS, ROOK ROOF
N/A
NoouL PEA eUIMING
I
HURRCANE PROTEODON USAGE
No
HURRICANE Sf USAGE
NO
o.
G:M
SOUAAE FOOTAGE
MTB
9/9/19
1900 Schirard Dr.. Ft. Pierce
301 X 32'W X 14'H
No a aRLvr Rmll>� DC alvrt.+aWsmAnON mQ
call cm1.Az
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9/12/19
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MattheW T. BaldWln P.E.
Florida License #64608
�75
Sheet. CA-3 OF 4
MINIMUM e" TS NIPPLE NIPPLE
SECURED TO WALL POST WITH
(4)112-14,1' SELF-DRIWNG SCREWS
�IPPLE TO I NIPPLE
BASE RAIL ME F
MINIMUM 6' TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)/12-14�V SELF-DRIWNG SCREWS
2"a'4' 16 GA. ANGLE CUP SECURED
WITH (4) /12-14.4- SELF-DRIWNG
SCR
POST TO BASE RAIL END POST TO BASE RAIL
CONNECTION I CONNECTION
16 GA, ANGLE CUP
IWNG STH C)REV1I5-14x4"
NON—STRUCTURAL HEADER OR
WINDOW RAIL TO POST DETAIL
INTERIOR
/12-14a' SELF-DRIWNG
SCREWS G 10' O.C. MAX, T
MAX. FROM CORNERS
HORIZONTALLY/ 4" MAX. FROM
CORNERS VERTICALLY
EXTERIOR
DOOR FRAME TO POST
CONNECTION
2'Q'X2' 16 GA. ANGLE CUP
SECURED WITH (4) #12-144'
16 GA ANGLE CUP SECURED SELF-DRIWNG SCREWS
/12-144- SELF-DRIWNG
OR DOUBLE IS HEADER
INTERMEDIATE POST TO
HEADER/BASE RAIL/OR HEADER CONNECTION
WINDOW RAIL DETAIL DETAIL OPTION 1
2"x2"X2" 16 GA, ANGLE CUP SECURED
WITH (4) #12-14Xj" SELF-DRIWNG
SCREWS
VARIES
STD. MAX. SPACIN
3" MIN.
STD. MAX. SP CING
—VARIES—
SIDE WALL ROLL —UP
1 DOOR/FRAME OUT
1 HEADER DETAIL
INSTALL PER MANUFACTURERS INSTRUCTIONS
/14x1" SELF —DRILLING
SCREWS O 6' O.C. MAX. &
6' MAX. FROM CORNERS
ROLL —UP DOOR TO
POST CONNECTION
DESIGN PRESSURES
— 165 Mph
ROOF
+23.3/-51.6
WALLS
+27.2/-25.8
DOORS
+27.2/-25.8
WINDOWS
+27.2/-25.8
1
2
3
4
1 5
ZONE
+12.0
-26.8
+14.9
-40.7
+23.3
-51.6
+25.8
-22.4
+27.2
-25.4
26 GAUGE ROOF SHEATHING SECURED WITH
(1)012-144- SEIF-DRIWNG SCREWS O
'2-1-2-1' (6' O.C. (9' O.C. MAX.))
1' 16 GAUGE FURNNG CHANNEL 48'
O.C. MAX SECURED WITH (2)/12-141'
SELF-DRIWNG SCREWS TO EACH RATER.
ROOF PANEL CONNECTION
VERTICAL SHEATHING OPTION
16 C.A. U-CHANNEL BRACE
MIN. 2e UP TO T' POST,
MIN. 48' OVER ]' POST. MIN.
45 TO MAX. 60 FROM
HOWZ (EXCLUDE END -WALLS)
MINIMUM 6" TS NIPPLE NIPPLE
SECURED TO WALL POST WITH
(4)012-144" SELF-DRIWNG SCREWS
BOX EAVE RAFTER TO
POST CONNECTION DETAIL
MINIMUM 6' TS NIPPLE NIPPLE
ccrnRm TO WALL POST WITH
144' SELF -DRILLING SCREWS
OR DOUBLE TS HEADER
HEADER CONNECTION DETAIL
OPTION 2
MINIMUM 6' TS NIPPLE NIPPLE SECURED
TO TRUSS/EXTENSION WITH (4)112-1411'
TO
LEAN—TO TO TRUSS
CONNECTION
MINIMUM 6' Ts NIPPLE NIPPLE
SECURED TO WALL POST WITH
(4)112-14,4' SELF-DRIWNG SCREWS
POST TO TRUSS
IEVIEWED FOR
DE COMPLIANCE
LUC®IE COUNTY
®OCC
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carports Anywhere
FL27402.1
Hampton Rib Roof Panel
WALL SHEATHING
Carports Anywhere
FL27403.1
Hampton Rib Wall Panel
SWINGING DOOR
ELIXER DOOR AND METAL COMPANY
FL17996.5
407 STEEL DOOR
ROLL —UP DOOR
JANUS INTERNATIONAL CORPORATION
FL12765.4
SERIES 3100
CODE VERSION
M M17 M Ef m IS¢-7-10
MANUFACTURER
tWVa5 ANYAI
BUILDING WE
UDUIY SfRIwTUAE
CONS RUMON TYPE
0-6
Re X CATEGORY
I
FIRE PRoTBcnON
NOW
pRE SUPPRESSION SYSTEM
N(WE
OCCUPANCY
UIGRY, U
BASIC WIND. SPEED
Y_teemp6.
EXPOSURE
a
ENCLOSURE
D!c>LgD
INIFRNLL PRESSDRE COEFmcm
1/- ols
• DEAD LOAD
• UVE LOAD
IR DEAD LOAD
IR LIVE LOAD
RATING OF WA
LIES PER SUI
ET.!rAea
I- - _ 1900 Schirard Dr.. Ft. Pierce II
301 X 32'W X 14'H
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P tUff slm. Ann A¢ zmS4A"
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0 9/12/19
Q MattheW T. BaldWin P.E.
wFlorida License #64606
0 sheet. CA-4 OF 4