HomeMy WebLinkAboutCONCRETE FOUNDATION-BASE RAIL ANCHOR DETAILEpp
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12"x12" REINFORCED FOOTER BY
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4"x3"(2,500 LB.) CONCRETE I
WEDGE ANCHOR WITHIN 6" I
OF EACH POST.
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CODE INFORMATION
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2" MIN. BASE RAIL ' EMBEDMENT MIN. i
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GRADE .I - o I
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2,500 PSI 4" CONCRETE i
SLAB WITH W.W.F. OR
FIBER MESH
�-12"
(2) #5 REBAR ® 6" O.C. i
MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM i
CAPACITY 2,000 PSF (TYP.) 12" OVERLAP SPLICE i
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CODE VERSION
FBC 2017 6th Edition, ASCE-7-10
MANU ACTURER
CARPORTS ANYWHERE
BUIL ING TYPE
UTILITY STRUCTURE
CON UCTION TYPE
II—B
R PROTECTION _
R SUPPRESSION SYSTEM
NONE
NONE
OC PANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Vm 150mph
EXPOSURE
c
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1.16
CONCRETEFOUNDATION/BASE RAIL I
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
20PSF OR 3001b POINT LOAD
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ANCHOR DETAIL'
FLOOR DEAD LOAD
1OPSF
"R" RATING OF WALLS, FLOOR, ROOF
N/A
- I
MODULES PER BUILDING
1
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HURRICANE PROTECTION USAGE
NO
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HURRICANE SHELTER USAGE
NO
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SQUARE FOOTAGE
900 so. FT.
REVISIONS
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REV
DESCRIPTON
DATE
BY
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2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER ROLL�UP
NOTES: MESH) AND 12"x12" REINFORCED FOOTER PERIMETER DOOR
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SUB -GRADE SOILS:
CD
-TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 1816 OF
THE 2017 FLORIDA BUILDING CODE, 6TH EDITION . _ I
Dra*n By:
MTB
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CONCRETE:
-MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS
Date: 7/6/ 18
Loc ":
�210 speed Road, Ft. Pierce, 34945
REINFORCING STEEL (REBAR) REQUIREMENTS:
Model : 301 X 30'W X 1O'H
ERAL
1ETHHIS B"DLDI G IS EXEMPT FROM THE FBC ENERGY
NSERVATION CODE PER
2. ALOL STEEL TUBING SHALL BE OOKSI OSTEEL.
3. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY
SEr-BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE
THE RESPONSIBILITY AT THE OWNER.
4. ROOF AND WALL SHEATHING SECURED WITH d12-14x1'
SELF-DRIWNG SCREWS WITH SEAL WASHERS O 6' O.C. MAX.
5. FIELD FRAMING CONNECT ONS SECURED WITH �12-14x3/4•
SELF-DRIWNG SCREWS.
6.ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED.
7.CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM
1/2'x3', 2,600LB TENSILE STRENGTH.
8. 14CA FRAMING IS 2.5x2.5' TUBE STEEL NIPPLES ARE
225x225' TUBE STEEL
2
-MINIMUM GRADE 40 STEEL
-REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED: I
I -THE REBAR IS BENT COLD
-THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED 6-BAR DIAMETERS: AND
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-REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT IN CASES
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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: I
I -3" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH I
SOIL OR WEATHER, AND 14" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A
MINIMUM CLEAR DISTANCE OF 4" FOR FINE GROUT, AND 4" FOR COARSE GROUT .BETWEEN REBAR AND I
ANY FACE OF A CELL. REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING I
GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER,
AND 11" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER.
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GALVANIZATION:
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-METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO
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CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED DIRECTLY TO WEATHER SHALL BIE STAINLESS STEEL OR I
- - ---- - - - -
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— -
HOT DIPPED GALVANIZED.
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DOOR
3:
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7/6/ 18 .
71
4'-58" 1 3'-0"
30r—On
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Matthew T. Baldwin P.E.
Florida License #64608
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-Sheet: CA— 1 OF 4
CARPORTSANYWHEIM
CODE INFORMATION
CODE VERSION
FBC 2017 6th EdiOan, ASCE-7-10
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
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12
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3._413•
TT66
3•_413•
TTS6
3•_,13.
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12
3�
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CONSTRUCTION TYPE
11-13
FIRE PROTECTION _
NONE
- - -- - -
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
10,-0"
ALLOWABLE NUMBER OF STORIES
I
BASIC WIND SPEED
Ve 150mDh
EXPOSURE
C
ENCLOSURE
ENCLOSED
'
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1.15
ROLL -UP
12 GA. POST
DOOR
12 GA. POST
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
20PSF OR 3001h POINT LOAD
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FLOOR DEAD LOAD
10PSF
"R' RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE,
NO
SQUARE FOOTAGE
900 SQ. FT.
REVISIONS
3,_" 3._"
10'-0'
3,_"
10'-0"
30,-0"
3_x3_• 3•_�3_" 3,_x3-"
�T66 10'-0"'�`ff66 '"'ttbb
�3•_.,11., 3,_0"" 3._O".
ITS W-6 �tS
3,_„11., 3._Q". 3•_Rjj" 3'_�f6" 3—
ITS �iS ••Ta
30•_0•
REAR END WALL
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DESCRIPTON
DATE
BY
FRONT END
WALL
Dro*n By: MTB
Date: 7/6/ 18
Locoti n:
210 Sneed Road, Ft. Pierce, 34945
Model - 301 X 30'1N X 1O'H
GENERAL NOTES
1. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY
CONSERVATION CODE PER SECTION 1015.22-
2. ALL STEEL TUBING SHALL BE 60 KSI STEEL
3. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY
-
CO
SWINGING-
DOOR
SEr—BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE
THE RESPONSIBILITY OF THE OWNER.
4. ROOF AND WALL SHEATHING SECURED WITH 812-140'
SELF—DRIWNG SCREWS WITH SEAL WASHERS m 6" O.C. MAX.
5. FIELD FRAMING CONNECTIONS SECURED WITH Al2-14x3/4'
SELF—DRIWNG SCREWS. �y
7. CONCREOTEE EXPANSIONSFRAMING
INANCHORS ARE 7O BE AMUM
1/2'x3', 2,50OLB TENSILE STRENGTH.
8. 14GA FRAMING IS 2.5'x2.5' TUBE STEEL NIPPLES ARE
2.258x2.25' TUBE STEEL
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30,-0"
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30,-0"
LEFT SIDE
WALL
RIGHT SIDE WALL
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7/6/18
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Q
Matthew T. Baldwin P.E.
Florida License #664608
Sheet:- CA-2 OF 4
S
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL. POST WITH
(4)812-14x3' SELF -DRILLING SCREWS
,d3�,AIPPLE TO
BASE RAIL NIPPLE
I
POST TO BASE RAIL
CONNECTION.
MINIMUM 6' TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH It
(4)#12-14xj" SELF -DRILLING SCREWS
2"x2"x2' 16 GA ANGLE CUP SECURED
WITH (4) #12-14x4" SELF-DRIWNG 2'x2'x2' 16 GA ANGLE CUP SECURED
SCREWS
WITH (4) #12-14xj' SELF -DRILLING
SCREWS
—I II__ 1'
1I
INTERMEDIATE POST TO
END POST TO BASE RAIL HEADER/BASE RAVOR
CONNECTION. WINDOW --RAIL DETAIL. _
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14xi"
SELF —DRILLING SCREWS
NON—STRUCTURAL HEADER OR
WINDOW RAIL TO POST DETAIL
2"x2"x2" 16 GA. ANGLE CLIP SECURED
WITH (4) #12-14Xj" SELF —DRILLING
VARIES
STD. MAX. SPACING
3"
_71-
STD. MAX. SPACING
VARIES
SIDE WALL ROLL —UP
DOOR HEADER DETAIL
k
x2' 16 GA. ANGLE CUP
RED WITH (4) #12-14Xj'-DRIWNG SCREWS
GLE OR DOUBLE TS HEADER
MINIMUM 6' TS NIPPLE NIPPLE
SECURED TO WALL POST WITH
(4)#12-14xj" SELF-DRIWNG SCREWS
SINGLE OR DOUBLETS HEADER
NIPPLE TO
BASE RAJL
HEADER CONNECTION HEADER CONNECTION DETAIL
DETAIL OPTION 1 __ __- ___-- OPTI-ON 2-
26 GAUGE ROOF SHEATHING SECURED
WITH (1)#12-14x1' SELF-DRIWNG
SCREWS ® 6" O.C. (9" O.C. MAX.)
1" 16 GAUGE FURRING CHANNEL 48"
O.C. MAX. SECURED WITH (2)812-140"
SELF -DRILLING SCREWS TO EACH RAFTER.
ROOF PANEL CONNECTION
VERTICAL SHEATHING OPTION
NIPPLE
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14,j' SELF-DRIWNG SCREWS
POST TO TRUSS
CONNECTION
INSTALL PER MANUFACTURERS INSTRUCTIONS
26 GA RIDGE CAP
#14x1' SELF -DRILLING
-
NIPPLE T0\,j:L.
#12-14)r SELF -DRILLING
SCREWS ® 10' O.C. MAX, 3'
SCREWS 0 6' O.C. MAX. k
6" MAX. FROM CORNERS
RAFTER
MAX. FROM CORNERS
HORIZONTALLY/ 4" MAX. FROM
CORNERS VERTICALLY
26 GA ROOF
SHEATHING
MINIMUM 6" TS NIPPLE NIPPLE
INTERIOR EXTERIOR
1z"
0o
26 GAUGE ROOF SHEATHING SECURED
SECURED TO WALL POST WITH
(4)#12-14x3" SELF-DRIWNG SCREWS
�11
WITH (1)®12-14x1' SELF-DRIWNG
SCREWS ® 9" O.C. MAX.
MINIMUM 24' TS NIPPLE
DOOR FRAME TO POST
ROLL —UP DOOR TO
ROOF RIDGE CAP
BOX EAVE RAFTER TO
TRUSSED RAFTER
CONNECTION
POST CONNECTION
REINFORCEMENT
POST CONNECTION DETAIL
CONNECTION DETAIL
DESIGN PRESSURES
— 150 Mph
ROOF
+19.3/-41.4
WALLS
+22.2/-20.0
DOORS
+22.2/-20.0
-
-----� --------
- - ----
1
2
3
4
5
ZONE
+9.3
—21.9
+ 12.3
—35.1
+ 19.3
—41.4
+22.2
—20.0
+21 .9
—18.8
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carolina Carports, Inc.
26 Ga. AG Roof Panel
FL6596.1
WALL SHEATHING
Carolina Carports, Inc.
26 Go. AG Panel
FL6702.1
SWINGING DOOR
THERMA—TRU CORPORATION
FL15225.1—R4
ROLL —UP DOOR
ASTA DOOR CORPORATION
203 WINDLOCK
FL8888.1—R5
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CODE VERSION
FBC 2017 6th Edition, ASCE-7-10
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UnUTY STRUCTURE
CONSTRUCTION TYPE
II-B
FIRE PROTECTION
NONE ___-
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1 --
BASIC WIND SPEED
V.-150mph
EXPOSURE
C
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1.15 ,
ROOF DEAD LOAD
;0PSF
ROOF LIVE LOAD
2OPSF OR 30016 POINT LOAD
FLOOR DEAD LOAD
fOPSF
"R" RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
No
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
900 SO. FT.
REVISIONS
MTB
7/6/18
0 Sneed Road, Ft. Pierce, 34945
301 X 30'W X 10'H
1. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY
CONSERVATION CODE PER SECTION 1015.22.
2. ALL STEEL TUBING SHALL BE 50 KSI STEEL.
3. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY
SET -BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE
THE RESPONSIBILITY OF THE OWNER.
4. ROOF AND WALL SHEATHING SECURED WITH a12-14x1'
SELF -DRILLING SCREWS WITH SEAL WASHERS 0 6" O.C. MAX.
5. FIELD FRAMING CONNECTIONS SECURED WITH #12-14x3/4"
SELF-DRIWNG SCREWS
6. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED_
7. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM
1/2"x3', 2,500LB TENSILE STRENGTH,
8. 14GA. FRAMING IS 2.5x25' TUBE STEEL. NIPPLES ARE
2.26'x2.26' TUBE STEEL.
0
7/6/18
Q Matthew T. Baldwin P.E.
Florida License #64608
Ld
o Sheet: CA-4 OF 4
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