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TABLE 1
ANCHORING
— 180C
TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST TrH 1/2' GRADE 6
BOLT MINIMUM WITH WASHERS
1/2"'13" (4'000 LB.) CONCRETE
WEDGE ANCHOR WITH WASHER
TIE -DOWN STRAP
(SEE NOTES)
TIE -DOWN STRAP BOLTED TO TYPE
3 ANCHOR 'KITH 1/2' GRADE 5
BOLT MINIMUM WITH WASHERS
(1) 4.4 SYP #2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 4.6P.T. SYp J2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
I"1
TYPE 1 TYPE 2A
30" DRIVE 30 AUGER
CHOR
FOR ROCK/CORAL FOR AN` /
24'-0"
4'--0"
20'-0"
6'-0"
6'-0"
4
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1/2"x3' (400 LB.) CONCRETE
NCR 3)
WEDGE ANCHOR WITH U-CHANNEL
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OB - TYPE 3 TYPE 28
CONCRETE
ANCHOR 30' AUGER
WITH EXPANSION ANCHOR
BOLT FOR SOIL/CLAY
TYPICAL ANCHOR TYPES
2
"
CODE INFORMATION
EXISTING a' CONCRETE
10'-0
9'
CODE VERSION
FSG 2pn se, E&U- ASCE-7.
2015 NEC. NMA 70
EXISTING 4" CONCRETE
-
MANUFACTURER
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8'-0"
1O'-0"
AGENCY
N/a
6'-011.
12'-0'
BUILDING TYPE
OF CNRED BUILDI G
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CONSTRUCTION TYPE
V-8
-
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
-
OCCUPANCY
STORWbE
ALLOWABLE NUMBER OF STORIES
1 '
2x4 SOLE PLATE (NATURALLY
1/2'x3" (4,000 LB.) CONCRETE DURABLE WOOD OR P.T.)
WEDGE ANCHOR WITH 2' WASHER
4"
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GRADE a �_-4'----------_-
EXISTING 4" CONCRETE
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST }ITH 1/2" GRADE 5
BOLT MINIMUM WITH WASHERS
(NUT & BOLT OR LAG BOLT)
TIE -DOWN STRAP BOLTED TO TYPE
3 ANCHOR WITH 1/2" GRADE 5
BOLT MINIMUM WITH WASHERS
1 /2"x3" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH U-( ENE 3�a
4--
1 4x4 SYP ON 8' WIDE OR LESS,
()
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
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(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 4x6 P.T. SYP Q2 SKIDS
TIE -DOWN STRAP SECURED ALL EL.SE(CAN BE SET ON GROUND).
WITH (8) tODx1.5' NAILS
5/8" x 30" EARTH ANCHOR: ,I�il
AUGER STYLE FOR SOIL/CLAY, ; I
DRNESTYLE FOR ROCK/CORAL a °
GRADE
BASIC WIND SPEED
Ka-18Omph
EXPOSURE
O
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- a15
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
2OPSF OR 30011, POINT LOAD
FLOOR DEAD LOAD
tOPSF
FLOOR LIVE LOAD
75/125PSF
'R' RATING OF WALLS, FLOOR, ROOF
N/A
EXISTING 4" CONCRETE
'
OPTIONAL SUPPORT PAD P:�:
(D,CONCRETE BLOCK OR PAD)
AT W-0' MAX.
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
-
HURRICANE SHELTER USAGE
No
SQUARE FOOTAGE
719 SOFT OR LE59
' --
REVISIONS
REV
DESCRIPTON
DATE
BY
1/2"x5" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2" WASHER
2x4 SOLE PLATE (NATURALLY
DURABLE WOOD OR P.T.)
-
(2) 2x6 OR (1) 4x6 P.T. OR SKIDS
ALL ELSE(CAN BE SET ON GROUND).
TIE -DOWN STRAP
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST WITH 1/2' GRADE 5
BOLT MINIMUM WITH WASHERS
(NUT & BOLT OR J"LAG BOLT)
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
KIDS
(ALL ELSE(CAN BE SET ON GROUND).
------------ •� �,
a -•,° _ ------_
(SEE NOTES)
5/8" x 30" EARTH ANCHOR
,
Dra*n By:
MTB
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• OPTIONAL REINFORCED
°a' CONCRETE FOUNDATION
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1/2"x3" (4,000 LB.) CONCRETE 11
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WEDGE ANCHOR WITH 2' WASHER 1,�1
WITH EYE HOLE: AUGER STYLE
FOR SOIL/CLAY, DRIVE STYLE
FOR ROCK/CORAL
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.
Date:
3/8/17
,•• -
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4" CONCRETE OR OPTIONAL SUPPORT
PAD (P.T. WOOD, CONCRETE BLOCK
OR PAD) SPACED AT 8'-0- MAX.
scale:
N/A
EXISTING 4" CONCRETE
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SMITHBILT SHEDS
TIE -DOWN STRAP
(SEE NOTES)
TIE -DOWN STRAP BOLTED TO
GROUND ANCHOR WITH 1/2" GRADE SOLE PLATE ON 'NO FLOOR' OPTION IS
5 BOLT MINIMUM WITH WASHERS 2x6
5/8" x 30" EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORALL '-1 GRADF
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
TIE -DOWN STRAP BOLTED TO (2) 2x6 OR (1) 4x6 P.T. SYP $2 SKIDS
GROUND -ANCHOR WITH 1/2" ALL ELSE(CAN BE SET ON GROUND)-
GRADE 5 BOLT MINIMUM WITH
WASHERS, ALSO CONTINUOUS AND
ATTACHED TO GROUND ANCHOR
ON OPPOSITE SIDE
5/8' x 30' EARTH ANCHOR: i�Ai
AUGER STYLE FOR SOIL/CLAY, i�
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DRIVE STYLE FOR ROCK/CORAL
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TIE -DOWN STRAP
(SEE NOTES)
TIE -DOWN STRAP BOLTED TO
GROUND ANCHOR WITH 1/2" GRADE
5 BOLT MINIMUM WITH WASHERS
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
(1) 4x4 SYP #2 ON 8' WIDE OR LESS,
(ALL ELSE(CAN1 BE SET ON GR UND) KIDS
,
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GRADE
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(NO FLOOR OPTION)
EXISTING 4' coNCRETE
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-0- MAX.
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TIE —DOWN DETAILS
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TIE —DO OTES:
TABLE 2 — 180C
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ARE CENTER -TO -CENTER.
3. TIE-DOWK:STRAPS CAN BE MINIMUM: 1-4" x 0.035" GALVANIZED STEEL, FEDERAL SPECIFICATIONS QQS-781-H, TYPE-1, FINISH-B, GRADE-1 OR
1/4" STEEL CHAIN WITH MINIMUM 1,200 LB TENSILE STRENGTH
4. CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3,150 L.B. x 1.5).
5. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY.
6. EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16" FROM END (4 MINIMUM PER BUILDING), AND SPACED AS PER TABLE 2A,B,C DEPENDING ON SHED WIDTH. WIND SPEED, AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS.
7. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE.
8. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE).
9. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.)
10. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE.
11. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OOVER TECHNOLGIES, INC. MODEL�OTICBI, OTICB2 OR EQUIVALENT)
12. HOLLOW OR SOLID CONCRETE BLOCKS (8"xB"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
0" AUGER ANCHOR SPACING
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Florida License #64608
SHED WIDTH
MAXIMUM ANCHOR8
SPACING
UP TO 6'-0"
8'-0"
�6'-I" TO 20'-0"
6'-0"
20'-1" TO 24'--0'
4'-0"
Sheet: AP— 1 OF1 .
FIP 1 /2" NO ID.,
FIP 1 /2" NO ID., SET IN SET IN 6" ROUND CONCRETE
6 ROUND CONCRETE 0.22 SOUTH
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FRC LS5932
FIP 1 /2" NO ID., SET IN FRO' ' FOUND 5/8" IRON ROD
6" ROUND CONCRETE •:.NAND CAP
0.80' EAST, 1.06' SOUTH FIP P. — FOUND 1 /2" IRON PIPE
Mi NO IDENTIFICATION
C.:,_. ':CALCULATED
D '-.._D_,ESCRIPTION
SURVEYOR NOTES: -. .. _.DESCRIPTION: (OFFICIAL RECORDS BOOK 2441, PAGE 1289)
1) FINIAL IMPROVEMENTS WERE LOCATED .JULY 30TH, 2015. BEGIN AT THE NORTHEAST -CORNER OF THE SOUTHWEST 1 /4 OF THE
2) BOUNDARY INFORMATION SHOWN HERE ON -IS BASED ON NORTHEAST 1 /4 OF SECTION 13, TOWNSHIP 34 SOUTH, RANGE 39 EAST;
THAT BOUNDARY SURVEY PREPARED JUNE 9TH, BY THIS OFFICE. THENCE RUN .SOUTH ALONG THE QUARTER SECTION LINE 736.5 FEET FOR
3) SUBSURFACE IMPROVEMENTS, IF ANY, WERE NOT LOCATED THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 179.5 FEET TO A
AS PART OF THIS SURVEY. POINT; THENCE TURN AND RUN WEST 126 FEET TO A POINT; THENCE
4) THE EAST LINE OF THE SOUTHWEST 1 /4, OF THE
NORTHEAST 1/4, OF SECTION 13, TOWNSHIP 34 SOUTH, RANGE TURN AND RUN NORTH 179.5 FEET TO A POINT; THENCE TURN AND EAST
39 EAST, IS TAKEN TO BEAR SOUTH 00'01'35" WEST, AND ALL 126 FEET TO THE POINT OF BEGINNING; SAID PROPERTY LYING AND BEING
OTHER BEARING SHOWN HEREON ARE RELATIVE THERETO. IN ST, LUCIE COUNTY, FLORIDA.
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CER TIFIED TO: I
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P,.'AULs K U H N J R.
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KATHERINE G. KUHN
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TRfUS- BANK ISAOA/ALIMA I
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SURVEYOR AND .,.M7kP.PER'S,,SIGNATURE FINAL CONSTRUCTION TIE IN SURVEY FOR:1. UNLESS IT BEARS. P'SIGKATiIRli AND "ORIGINAL RAISED SEAL OF
A FLORIDA LICENSED- SUftLlE (0, `NU• MA•I-gER2 THIS MAP/REPORT IS Paul Kuhn Jr. and Katherine G . Kuhn
FOR INFORMATIOtJAL URPO A: Y14NT IG NOT VALID.
2. NO SEARCH. i+F ThE�s� JE3Ltd-R8C0RFTS,�XS jBEEN MADE BY THIS
OFFICE.
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102 SW Par sh9.6(m '
Port ST. Lucie` ,h'4'r'jgla' • � °" •""
T.(772)359-702` , ;�
ted—phillips@comcast'.net,l,
State of Florida License No. LS5932
REVISIONS: 10/09/15 REVISE CERTIFICATION
Sheet 1 OF 1 Scale: 111= 20'
Computed: TP Field Book:'MISC. 1 Page: 63
Checked: TP Date: 7/31/15 FILE NO. BNDY
Field: TP/TP
Proiect No.14-0001
11
FILE
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