76 Ardella Rd ACC19-0068 ShedTIE—DOWN STRAP BOLTED THRU
FLOOR JOISTITH 1/2" GRADE 5
BOLT MINI UM WITH WASHERS
1/2"x3"(4,000 LB.) CONCRETE
WEDGE ANCHOR WITH WASHER
EXISTING 4" CONCRETE
TIE—DOWN STRAP
(SEE NOTES)
TIE—DOWN STRAP BOLTED TO TYPE
3 ANCHOR ITITH 1/2" GRADE 6
BOLT MINIIIdUM WITH WASHERS
1/2"x3' (400 LB.) CONCRETE
WEDGE ANCH01 WITH U—CHANNEL
(TYPE 3)
1/2'x6" (4,000 LB.) CONCRETE 2x4 SOLE PLATE (NATURALLY
WEDGE ANCHOR WITH 2" WASHER DURABLE WOOD OR P.T.)
GRADE '
__tT_-
L OPTIONAL REINFORCED
II CONCRETE FOUNDATION
2" WIDE 11 GAGE STEEL 'L'
BRACKET TIE—DOWN STRAP
BOLTED THRU FLOOR JOIST (1)44 SYP /2 ON 8' WIDE OR LESS.
WITH 1/2" GRADE 5 BOLT (2) 2x6 OR (1) 4x6 P.T. SYP /2 SKIDS
MINIMUM WITH WASHERS ALL ELSE(CAN BE SET ON GROUND).
(NUT & BOLT OR 24"LAG BOLT)
1/2"x3" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2" WASHER
EXISTING 4" CONCRETE
ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
ALL MEASUREMENTS ARE CENTER -TO -CENTER.
TIE—DOWN STRAP OR 3/16"
GALVANIZED STEEL CABLE
(SEE NOTES)
1/2'x3" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2" WASHER
(1) 44 SYP #2 ON B' WIDE OR LESS.
(2) 2x6 OR (1) 46 P.T. SYP 12 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
EXISTING 4" CONCRETE
(1) 44 SYP J2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 46 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
EXISTING 4" CONCRETE
TABLE 2B - 140C
30" AUGER ANCHOR SPACING
(1) 4x4 SYP #2 ON 8' WIDE OR LESS,
(2) 2.6 OR (1) 4x6 P.T. SYP g2 SKIDS
GROUND
GRADE 5
TYPE I
TYPE 2A�
ALL ELSE(CAN BE SET ON GROUND).
30" DRIVE
TIE—DOWN STRAP
BOLTED THRU
ANCHOR
ANCHOR
GROUND ANCHOR
FLOOR JOIST HATH
1/2" GRADE 5.
1/2"x3" (4,000 L8.) CONCRETE
00 TYPE 3
2x4 SOLE PLATE (NATURALLY
DURABLE WOOD OR P.T.)
BOLT MINIMUM
(NUT & EIOLT
WITH WASHERS
OR LAG BOLT)
WEDGE ANCHOR WITH 2' WASHER
ANCHOR
WITH EXPANSION
AUGER STYLE
ANCHOR
BOLT
FOR SOIL/CLAY
4"
TIE—DOWN STRAP
BOLTED TO TYPE
3 ANCHOR VIITH
1/2" GRADE 5
GRADE Q'__LL_________T
BOLT MINIMUM WITH WASHERS
1/2"x3" (4,000
LB.) CONCRETE -
EXISTING 4" CONCRETE
WEDGE ANCHOR
WITH U—CHANNEL'
(TYPE 3)
1/2'x6" (4,000 LB.) CONCRETE 2x4 SOLE PLATE (NATURALLY
WEDGE ANCHOR WITH 2" WASHER DURABLE WOOD OR P.T.)
GRADE '
__tT_-
L OPTIONAL REINFORCED
II CONCRETE FOUNDATION
2" WIDE 11 GAGE STEEL 'L'
BRACKET TIE—DOWN STRAP
BOLTED THRU FLOOR JOIST (1)44 SYP /2 ON 8' WIDE OR LESS.
WITH 1/2" GRADE 5 BOLT (2) 2x6 OR (1) 4x6 P.T. SYP /2 SKIDS
MINIMUM WITH WASHERS ALL ELSE(CAN BE SET ON GROUND).
(NUT & BOLT OR 24"LAG BOLT)
1/2"x3" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2" WASHER
EXISTING 4" CONCRETE
ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
ALL MEASUREMENTS ARE CENTER -TO -CENTER.
TIE—DOWN STRAP OR 3/16"
GALVANIZED STEEL CABLE
(SEE NOTES)
1/2'x3" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2" WASHER
(1) 44 SYP #2 ON B' WIDE OR LESS.
(2) 2x6 OR (1) 46 P.T. SYP 12 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
EXISTING 4" CONCRETE
(1) 44 SYP J2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 46 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
EXISTING 4" CONCRETE
TIE -.DOWN STRAP SECURED
Ir'H (B) 1ODx1.6" NAILS
5/N'x 30" EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
DRIVE'MLE rOR ROCK/CORAL
TIE—IIGIVN STRAP BOLTED THRU
FLOOR ,KIST WITH 1/2' GRADE 5
(1) 4x4 SYP ®2 ON 8' WIDE OR LESS, BOLT MINIMUM WITH WASHERS
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS (NUT & BOLT OR 21"LAG BOLT)
ALL ELSE(CAN BE SET ON GROUND).
EXISTING 4' CONCRETE
TIE—DOWN STRAP BOLTED TO
TO
TABLE 2B - 140C
30" AUGER ANCHOR SPACING
(1) 4x4 SYP #2 ON 8' WIDE OR LESS,
(2) 2.6 OR (1) 4x6 P.T. SYP g2 SKIDS
GROUND
GRADE 5
TYPE I
TYPE 2A�
ALL ELSE(CAN BE SET ON GROUND).
30" DRIVE
30' AUGER
10'-0"
ANCHOR
ANCHOR
GROUND ANCHOR
FOR ROCK/CORAL
FOR SOIL/CLAY
ON OPPOSITE SIDE
00 TYPE 3
TYPE 2B8
CONCRETE
30" EARTH ANCHOR:
30" AUGER
ANCHOR
WITH EXPANSION
AUGER STYLE
ANCHOR
BOLT
FOR SOIL/CLAY
TIE -.DOWN STRAP SECURED
Ir'H (B) 1ODx1.6" NAILS
5/N'x 30" EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
DRIVE'MLE rOR ROCK/CORAL
TIE—IIGIVN STRAP BOLTED THRU
FLOOR ,KIST WITH 1/2' GRADE 5
(1) 4x4 SYP ®2 ON 8' WIDE OR LESS, BOLT MINIMUM WITH WASHERS
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS (NUT & BOLT OR 21"LAG BOLT)
ALL ELSE(CAN BE SET ON GROUND).
EXISTING 4' CONCRETE
TIE—DOWN STRAP BOLTED TO
TO
TABLE 2B - 140C
30" AUGER ANCHOR SPACING
(1) 4x4 SYP #2 ON 8' WIDE OR LESS,
(2) 2.6 OR (1) 4x6 P.T. SYP g2 SKIDS
GROUND
GRADE 5
ANCHOR WITH 1
BOLT MINIMUM WITH
MAXIMUM ANCHOR
SPACING
ALL ELSE(CAN BE SET ON GROUND).
WASHERS,ALry�0
CONTINUOUS ANO
10'-0"
6'-1" TO 20'-0"
ATTACHED `10
GROUND ANCHOR
8'-0"
10'-6"
ON OPPOSITE SIDE
12'-0"
6'-0"
5/8' z
30" EARTH ANCHOR:
1��1
NO
AUGER STYLE
FOR SOIL/CLAY,
SQUARE FOOTAGE
718 SOFT. OR LESS
DRIVE SME
FOR ROCK/CORAL
EXISTING 4' CONCRETE OR SUPPORT
PAD (P.T. WOOD, CONCRETE BLOCK OR
PAD) SPACED AT 8'-0" MAX.
TIE -DOWN
DETAILS
5!B" x 30" EARTH ANCHOR
WRIT EYE HOLE: AUGER SME
F(}R SOIL/CLAY, DRIVE STYLE
FOR ROCK/CORAL
TIE -DOWN STRAP
(SEE NOTES)
TIE-VOWN STRAP BOLTED TO
WIND :ANCHOR WITH 1/2" GRADE
6 BOLI V,INIMUM WITH WASHERS
S/r" x 30' EARTH ANCHOR:
AUT,EB STYLE FOR SOIL/CLAY,
DRIVE SME FOR ROCK/CORAL
TABLE 2A - 165D/170C
30" AUGER ANCHOR SPACING
TABLE 2B - 140C
30" AUGER ANCHOR SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
UP TO 16'-0"
10'-0"
UP TO 16'-0"
10'-0"
6'-1" TO 20'-0"
8'-0"
16'-1" TO 24'-0"
8'-0"
0'-1" TO 24'-0' 6'-0"
TABLE 2C - 120C
30" AUGER ANCHOR SPACING
SHED WIDTH MAXIMUM ANCHOR
SPACING
UP TO 24'-0" 10'-0"
(1) 4x4 SYP g2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 46 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT B'-0" MAX.
(1) 44 SYP #2 ON 8' WIDE OR LESS
(2) 2x6 OR (1) 46 P.T. SYP $2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
EXISTING 4" CONCRETE OR OPTIONAL
SUPPORT PAD (P.T. WOOD, CONCRETE
BLOCK OR PAD) SPACED AT 8'-0" MAX.
(1) 44 SYP g2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 46 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-0' MAX.
TABLE 1A - 120C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
6'-0"
20'-0"
T-0"
16'-0"
7'-6"
14'-0"
8'-0"
12'-0"
9'-6"
10'-0"
10'-6"
8'-0"
12'-0"
6'-0"
12'-0"
TABLE 1B - 140C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
4'-0"
20'-0"
5'-0"
16'-0"
5'-6-
14'-0"
12'-0"
12'-0"
7-6"
10'-0"
FLOOR LIVE LOAD
10'-0"
12'-0"
6'-0"
12'-0"
TABLE 1 C-1650 175C
SHED WIDTH-
11ARYIVM -1�
SPACING
24'-0"
3'-6-
20'-0"
4'-0"
16'-0"
5-0"
14'-0"
5'-6"
12'-0"
7,-0"
FLOOR DEAD LOAD
IOPSF
FLOOR LIVE LOAD
10'-0"
6'-0"
12'-0"
TIE -DOWN STRAPS TO BE MINIMUM 1-4" x 0.035" GALVANIZED STEEL, FEDERAL SPECIFICATIONS OQS-781-H, TYPE -1, FINISH -B, GRADE -1. TIE -DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3,150 LB. x 1.5).
ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY.
EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16" FROM I' --.ND (4 MINIMUM PER BUILDING), AND SPACED AS PER TABLE 2A,13,C DEPENDING ON SHED �41DTH, WIND SPEED, AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS.
CONCRETE ANCHORS TO BE SPACED AS PER TABLE IA,B,C DEPENCCCC,,ING ON SHED WIDTH, WIND SPEED, AND EXPOSURE.
CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (DISTANCE
FROM ANCHOR TO EDGE OF CONCRETE).
MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.)
EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPL.
0. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOLGIES, INC. MODELJOTICBI, OTICB2 OR EQUIVALENT)
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
Handi-Hooses
TREY'RE PORTABLE
VERSION
I MANUFACTURER I HA401 HOUSE MANUFACTURING 1
BUILDING TYPE
CONSTRUCTION TYPE
FIRE PROTECTION
FIRE SUPPRESSION SYSTEM
OCCUPANCY
ALLOWABLE NUMBER OF STORIES
BASIC WIND SPEED
V -B
NONE
NONE
STORAGE
1
EXPOSURE
C/D
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/— 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
20PSF OR 30016 POINT LOAD
FLOOR DEAD LOAD
IOPSF
FLOOR LIVE LOAD
5OPSF
"R' RATING OF WALLS, FLOOR, ROOF
WA
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
718 SOFT. OR LESS
ADDED TYPE 2B EARTH ANCHOR, ADDED LAG BOLT OPT.
ADDED 'L' BRACKET SETUP, ABS CAP NOTES
ADDED 3/16• GALVANIZED CABLE
ADDED NOTE 11 ON STACKING BLOCKS
2017 FBC
z
Q
Drawn By
MTS
Date:
8/11/15
Scoie:
N/A
odel
HANDI HOUSE MANUFACTURING CO.
f
7/16/18
MattheW T. Baldwin P.E.
Florida License #64608
Sheet: AID— 1 () P'