HomeMy WebLinkAboutCONCRETE FOUNDATION BASE RAIL ANCHOR DETAILtoo.,
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DOOR
NOTES:
SUB —GRADE SOILS:
—TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION
R318 AND 1816 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION
CONCRETE:
-MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS
REINFORCING STEEL (REBAR) REQUIREMENTS:
-MINIMUM GRADE 40 STEEL
—REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED:
—THE REBAR IS BENT COLD
—THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED
6—BAR DIAMETERS: AND
—REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL ;:NOT BE FIELDBENT
EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT TO ALIGN WITH A
VERTICAL CELL. THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE•:OF 1"
HORIZONTALLY TO 6" VERTICALLY.
—COVER:
—3" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY
IN CONTACT WITH SOIL OR WEATHER, AND 14" ELSEWHERE. REBAR EMBEDDED
IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF I" FOR FINE
GROUT, AND I" FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL.
REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING
GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO
EARTH OR WEATHER, AND 1j" 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.
SUB —GRADE SOILS TO BE TERMITE TREATED AND COVERED
WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND
1816 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION
2,500 PSI 4" CONCRETE SLAB WITH W.W.F. AND
12"x12" REINFORCED FOOTER PERIMETER
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12'-0" T—IL L�CALJ 12 —0"RECEIVED
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---
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ST. Lucie G§Ufillt_ PAPFAltflRd
' J%3"(2,500 LB.) CONCRETE
WEDGE ANCHOR WITHIN 6"
OF EACH POST.
,
2" MIN. ABASE RAIL
GRADE o
M
2,500 PSI 4" CONCRETE
SLAB WITH W.W.F.
(2) #5 REBAR O 6" O.C.
CONTINUOUS WITH MINIMUM
12" OVERLAP SPLICE
CONCRETE FOUNDAT ONZBASE RAIL ROLL —UP
DOOR
ANCHOR DETAIL
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CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RES,PONSIBILfiY OF THE
CONTRACTOR OF RECORD
------------- ROLL-L
DOOR
--------gT, LUCIE COUP1TY
BUILDING DIVISION
FOR C®@APL
RMEWED BY t
DATE
PLANS AND PE` IT
musy BE KEPT ON JOB OR
NO INSPECTION NIL L US N'Ar'c
THESE PLANS A►' ALL P
RQPOSFD�'dOR�
ARE SuvpEOT TO 00
MAY BE RA��tY lid 4RC�CR 1'0 ,
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CODE VERSION
BUILDING TYPE
I
CONSTRUCTION TYPE
0
I
N
2017 8th EdIU-,
'ORES ANYWHERE
TY STRUCTURE
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
%—180mph
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- ate
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
2OPSF OR 3001b POINT LOAD
FLOOR DEAD LOAD
10PSF
Ir RATING OF WALLS. FLOOR. ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
No
SQUARE FOOTAGE
1,320 SQ,FT.
11/10/17
Laeatla"_
10500 W_ Midway Rd. Port St Lucie, FL
adel .
44'L x 30'W x 12'H UTILITY STRUCTURE
1, THINS 'IUJING Is EXEMPT FROM THE Pec ENERGY
CONSERVATION CODE PER SECTION MO.=
2. STE.FL TUBING SHALL BE 60 KSI STEEL.
3 PLU BINC.
ELECTRICAL. INGRESS/EGRESS. PROPERTY
SET—BACKNS5,, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE
THE RESPONSIBILITY OF THE OWNER.
4. ROOF AND WALL SHEATHING SECURED WITH #12-143/4'
SELF —DRILLING SCREWS WITH SEAL WASHERS m 6' O.C. MAx.
s.FIELD FRAMING ceNNECTONS SECURED WITH /12-140/4
SELF —DRILLING SCREWS,
6.ALL SHOP FRAMING CONNECToNs ARE TO BE WaDED
7_ CONCRETE EXPANSIONS ANCHORS ARE TO BE MI4UW
2,6000E TENSILE STRENGTH.
B.12GA� FRAMING IS 2.5'x2,6' TUBE STEEL NIPPLES ARE
2.26'x2.26' TUBE STEEL
Z
J Sheet: CA-1 OF 4
J�
CARMM ERE
CODE INFORMATION
CODE VERSION FIX: 2017 eth Edhion, ASCE-7-10
MANUFACTURER CARPORTS ANYWHERE
0
I
iv 11,1NOOW WINDOW BUILDING TYPE unu1Y STRUCTURE
CONSTRUCTION TYPE II-e
FIRE PROTECTION NONE
FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY STORAGE
ALLOWABLE NUMBER OF STORIES 1
BASIC WIND SPEED Y-1BOmph
EXPOSURE C
I g'_p•�
FRONT END WALL
30'-0' I
REAR END WALL
ENCLOSURE
+/CLOSED
INTERNAL PRESSURE COEFFICIENT
IMPORTANCE FACTOR
1.13
ROOF DEAD LOAD
1OPSF
""--
ROOF LIVE LOAD
20ISF OR 3001E POINT LOAD
FLOOR DEAD LOAD
1OPSF
'R' RATING OF WALLS. FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
1,= SOFT.
REVISIONS
REV
DESCRIPTION
DATE
BY
-
m
1 SWINGING
DOOR
Dra*n By:
MTB
Date:
11 /10/17
LoeaYom_
10500 W_ MidWa Rd. Port St_ Lucie, FL
addl
44'L x 30'W x 12'H UTILITY STRUCTURE
12'-0' I '-O'�
M'-0'
LEFT SIDE WALL
1. THIS BUIL01 G IS EXEMPT FROM THE FBC ENERGY
CONSERVATION CODE PER SECTION 1010.22.
BE 50 KSI STEEL
z L BIING ELECTRICAL. LINGRESS/ECRE55. PROPERTY
SET-BACKSS,, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE
THE RESPONSIBILITY OF THE OWNER.
4. ROOF AND WALL SHEATHING SECURED WITH /12-14x3/4-
SELF-DRILLING SCREWS WITH SEAL WASHERS O S' O..C- MAX_
5. FIELD FRAMING CONNECTIONS SECURED WITH p2-11E4.3/4'
7_ C TO BE
NCRETE S ON9NHIORS ARE 0 OP ARE TO BE MvINIMUM
& 12GA FRAMING S 2.N65#,3'8 STEEL. NIPPLES ARE
L\LJ
Ld
�dI
RIGHT SIDE WALL
LLJ
0
n Sheet: CA-3 0 F 4
r-�
MINIMUM 6' TS NIPPLE. NIPPLE
-r SECURED TO WALL POST WITH
Ir(4)/12-14)4' SELF-DRILUNG SCREWS
APPLE TO
BASE RAIL
r
POST TO BASE RAIL
CONNECTION
2'x2'x2' 16 GA, ANGLE CUP SECURED
WITH (4) /12-14,J' SELF -DRILLING
SCREWS
NON—STRUCTURAL HEADER OR
WINDOW RAIL TO POST DETAIL
INTERIOR
iREWS O 2D.C.L UNG
SC1MAX.
EXTERIOR
DOOR FRAME TO POST CONNECTION
MINIMUM 8' TS NIPPLE. NIPPLE
SECURED TO WALL POSE WITH
(4)112-141$' SELF -DRILLING SCREWS
NIPPLE TO 2'x2'x2' 16 GA. ANGLE CUP SECURED
BASE RAIL WITH (4) j12-14xr SELF-DRILUNG
SCREWS
Ncl
END POST TO BASE RAIL
CONNECTION
TS HEADER
IUM e' TS NIPPLE. NIPPLE
RED TO WALL POST WITH
12-14xr SELF -DRILLING SCREWS
All.
ROLL UP DOOR SIDE —WALL
FRAMING DETAIL
11.
SELF -DRILLING
12' G.C. MAX.
ROLL —UP DOOR TO
POST CONNECTION
2'x2'x2' 16 CA ANGLE CUP SECURED
WAR(4) t12-14)4' SELF -DRILLING
EWS
INTERMEDIATE POST TO
HEADER/BASE RAIL/OR WINDOW
RAIL DETAIL
26 GAUGE ROOF SHEATHING SECURED
WITH (1)/12-14,4- SELF -DRILLING
SCREWS O 6' G.C. MAX.
1' 18 GAUGE FURRING CHANNEL 48'
QC_ MAX. SECURED WITH (2)/12-14xr
SELF -DRILLING SCREWS TD EACH RAFTER.
ROOF PANEL CONNECTION
VERTICAL SHEATHING OPTION
12' TRUSS CONE SECURED TO WALL
POST WITH (e)%12-14x1)'
SELF-DRILUNG SCREWS
BOX EAVE RAFTER TO
POST CONNECTION DETAIL
2'x2'x2' 16 GA. ANGLE CUP SECURED
WITH (4) /12-14x1' SELF -DRILLING
SCREWS
OR DOUBLETS HEADER
HEADER CONNECTION DETAIL
OPTION 1
MINIMUM 8' TS NIPPLE- NIPPLE
�TII -RED TO WALL POST WITH
2-14)(' SELF -DRILLING SCREWS
GLE OR DOUBLETS HEADER
NBASE
HEADER CONNECTION DETAIL
OPTION 2
I P a 0 P
CODE VERSION
FBC 2017 61h ESI1ine, ASCE-7-1
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
D-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
V+-180.ph
EXPOSURE
C
ENCLOSURE
INTERNAL PRESSURE COEFFICIENT
+/- 0,18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
1DPSF
ROOF LIVE LOAD
2OPSF OR 3DDIh POINT LOAD
FLOOR DEAD LOAD
IDPSF
'R' RATING OF WALLS, FLOOR ROOF
WA
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
1,320 SOFT.
11/10/17 I
LomliOYt: 'I
10500 W, Mid*oy Rd. Port St. Lucie, FL
ade
44'L x 30)Y x 12'H UTILITY STRUCTURE
G1. THs BUILDI IS EXEMPT FROM THE FEIC ENERGY
CONSERVATION CODE PER SECTION 101522.
2. ALL STEEL TUBING SHALL BE 50 KSI STEEL.
i PLUMBING. ELECTRICAL. INGRESS/EGRESS. PROPERTY
SET-BBAA-� AND/OR OTHER LOCAL CODE REQUIREMENTS ARE
THE �SPOt151BILTTY OF THE OWNER.
4. ROOF MAD WWALL SHEAATHNG SECURED WITH #12-14x3/4'
SELF -DRILLING SCREWS WITH SEAL WASFERS O 6' O.C. MAIL
5. FIELD FRAMING CONNECTIONS SECURED WITH /12-14x3/4'
SELF -DRILLING REWS.
8. AL. SHOP ING CDN ECOONS ARE TO BE VIEL,gED,
7_CO EXP NS HORS ARE TO BE NI
IL120A FRAM2 I�6 IS 2.D5Q.5'1/2 TENSILE �7�U STEEL. NIPPLES ARE
2.25'x225' TUBE STEEL
V)
J MattheW T. Baldwin P.E.
Q Florida License #64608
� Sheet: CA-4 OF 4