HomeMy WebLinkAboutGROUND ANCHOR BASE RAIL DETAILI
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DOUBLE POSTS
FRONT/REAR END WALL
IL. O.C.MAX.] If 9
0g" -I- 3'-10g3'-1q* I 3'-10�"
35'-0"
LEFT/RIGHT SIDE WALL
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CODE INFORMATION
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DOUBLE POSTS
FRONT/REAR END WALL
IL. O.C.MAX.] If 9
0g" -I- 3'-10g3'-1q* I 3'-10�"
35'-0"
LEFT/RIGHT SIDE WALL
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CODE INFORMATION
CODE VERSION
FBC 2017 6th Edition, ASCE-7-10
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UnLRY STRUCTURE
CONSTRUCTION TYPE
II—B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Vm-165 mph
EXPOSURE
C
ENCLOSURE
OPEN
INTERNAL PRESSURE COEFFICIENT
+/— 0.0
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
2OPSF OR 3001b POINT LOAD
FLOOR DEAD LOAD
IOPSF
'R' RATING OF WALLS, FLOOR. ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
1.330 SQ. FT.
REVISIONS
REV
DESCRIPTION
DATE
BY
1
REMOVED LEFT LEAN-TO
8/23/18
MTB
2
CORRECTED PLAN VIEW/SIZE DIMS
10/3/18
MTB
3
FIXED TITLE BLOCK WIND SPEED
10/16/18
MTB
°W" w- MTB
Ite` 7/4/18
t.V—
5112 Myrtle Dr., Ft. Pierce, 34982
ldel : 351 X 26/12'W X 16/12'H
NERAL NOTES
THIS BUILDING IS EXEMPT FROM THE FBC ENERGY
CONSERVATION CODE PER SECTION 1015.2Z
ALL STEEL TUBING SHALL BE 50 KSI STEEL
PLUMBING, ELECTRICAL. INGRESS/EGRESS, PROPERTY
SET —BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE
THE RESPONSIBILITY OF THE OWNER.
ROOF AND WALL SHEATHING SECURED WITH #12-14x1"
SELF—DRIWNG SCREWS WITH SEAL WASHERS O 6" O.C. MAX.
FIELD FRAMING CONNECTIONS SECURED WITH 812-14x3/4"
SELF—DRPI SCREENS.
ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED.
CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM
1/2'x3', Z50OLB TENSILE STRENGTH.
14GA. FRAMING IS 2.5'x2.5" TUBE STEEL NIPPLES ARE
2.2504.25" TUBE STEEL
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10/1 6/18
Id
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T. BaldWin P.E.
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Florida License #64608
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Sheet:
CA-2 OF 3
MINIMUM 6" Ts NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14xj' SELF —DRILLING SCREWS
iA" IPPLE TO
T BASE RAIL
.III I ;IIII 11-
POST TO BASE RAIL
CONNECTION
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)112-144— SELF —DRILLING SCREWS
NIPPLE TO i 2"x2"x2" 16 GA. ANGLE CLIP SECURED
BASE RAIL WITH (4) SELF —DRILLING
SCREWS
END POST TO BASE RAIL
CONNECTION
It
2'x2'x2" 16 CA ANGLE CLIP SECURED
WITH (4) #12-14W SELF —DRILLING
SCREWS
INTERMEDIATE POST TO
HEADER/BASE RAIL/OR
WINDOW RAIL DETAIL
2'x2"x2" 16 GA. ANGLE CUP
SECURED WITH (4) #12-14z�'
SELF —DRILLING SCREWS
SINGLE OR DOUBLETS HEADER
HEADER CONNECTION
DETAIL OPTION 1
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)N12-14xj' SELF —DRILLING SCREWS
SINGLE OR DOUBLETS HEADER
NIPPLE TO
BASE RAIL
HEADER CONNECTION DETAIL
OPTION 2
2"x2"x2" 16 GA. ANGLE CLIP SECURED
WITH (4) #12-14x4" SELF —DRILLING
SCREWS
VARIES
26 GAUGE ROOF SHEATHING SECURED
WITH (1)A72-14x1" SELF—DRIWNG
NIPPLE TO 11s"
RAFTER
NIPPER {�'
STD. MAX. SPACING
SCREWS ® 6' O.C. (9" O.C. MAX.)
2"x2"x2" 16 GA ANGLE CLIP
24'
SECURED WITH (4) #12-141j"
3n
-
SELF —DRILLING SCREWS
- -- -
MINIMUM 6" TS NIPPLE. NIPPLE
-
MINIMUM 6' TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
_ — —
SECURED TO WALL POST WITH
(4)#12-141j" SELF—DRIWNG SCREWS
1" 16 GAUGE FURRING CHANNEL 48'
(4)®12-14xJ" SELF —DRILLING SCREWS
STD. MAX. SPACING T
-
O.C. MAX. SECURED WITH (2)¢12-14x1'
LLJ VARIES
SELF—DRIWNG SCREWS TO EACH RAFTER.
NON-STRUCTURAL HEADER OR
Ij
SIDE WALL ROLL -UP
ROOF PANEL CONNECTION
POST TO TRUSS
BOX EAVE RAFTER TO
WINDOW RAIL TO POST DETAIL
DOOR HEADER DETAIL
CONNECTION
POST CONNECTION DETAIL
VERTICAL SHEATHING OPTION
INTERIOR
#12-144" SELF—DRIWNG
SCREWS 0 10" O.C. MAX., 3"
MAX. FROM CORNERS
HORIZONTALLY/ 4' MAX. FROM
CORNERS VERTICALLY
EXTERIOR
DOOR FRAME TO POST
CONNECTION
iin
INSTALL PER MANUFACTURERS INSTRUCTIONS
#14x1" SELF —DRILLING
SCREWS ® 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-/-2-5-.-8---
DOORS
+27.2/-25.8
WINDOWS -
+27.2/-25.8
1
2
3
4
5
ZONE
+12.0
—26.8
+14.9
—40.7
+23.3
—51.6
+27.2
—25.4
+25.8
—22.4
26 GA RIDGE CAP
26 GA ROOF
SHEATHING
26 GAUGE ROOF SHEATHING SECURED
WITH (1)#12-140" SELF—DRIWNG
SCREWS ® 9' O.C. MAX.
ROOF RIDGE CAP
REINFORCEMENT
MINIMUM DOUBLE 6" TS NIPPLE.
NIPPLE SECURED TO WALL POST WITH
(4)Q12-14,4" SELF —DRILLING SCREWS
BOX EAVE RAFTER TO
POST CONNECTION DETAIL
TRUSSED RAFTER
CONNECTION DETAIL
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carolina Carports, Inc.
FL6596.1
26 Ga. AG Roof Panel
WALL SHEATHING
Carolina Carports, Inc.
FL6702.1
26 Ga. AG Panel
of.11 L 7;"'
CODE VERSION
FBC 2017 Bth Edition, ASCE-7-10
MANUFACTURER
cARpORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
11-8
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
V.— 165 mPh
EXPOSURE
C
ENCLOSURE
OPEN
INTERNAL PRESSURE COEFFICIENT
+/— 0.0
IMPORTANCE FACTOR
1.t6
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
20PSF OR 3001b POINT LOAD
FLOOR DEAD LOAD
IOPSF
'R' RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
RRICANE PROTECTION USAGE
NO
[URRIE SHELTER USAGE
NO
E FOOTAGE
1.330 SQ_ Fr.
REVISIONS
1 REMOVED LEFT LEAN—TO 1 8/23/18 1 MTB
2 CORRECTED PLAN VIEW/SIZE DIMS 10/3/18 1 MTB
3 FIXED TITLE BLOCK WIND SPEED 110/16/181 MTB
MTB
7/4/18
12 Myrtle Dr., Ft. Pierce, 34982
361 X 26/12'W X 16/12'H
1. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY
CONSERVATION CODE PER SECTION 101522.
2. ALL STEEL TUBING SHALL BE 50 KSI STEEL
3. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY
SEr—BACKS, AND/OR OTHER LOCAL. CODE REQUIREMENTS ARE
THE RESPONSIBILITY OF THE OWNER.
4. ROOF AND WALL SHEATHING SECURED WITH #12-14x1'
SELF—DRIWNG SCREWS WITH SEAL WASHERS O 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', 2,50OLB TENSILE STRENGTH.
8. 14GA FRAMING IS 2.5"x2.5" TUBE STEEL NIPPLES ARE
225'x225' TUBE STEEL
10/16/18
(n
J
Q Matthew T. Baldwin P.E.
Florida License #64608
oSheet- CA-3 OF 3