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TIE-DOWN STRAP BOLTED THRU FLOOR JOIST tlTH 1 /2" GRADE 5 BOLT MINI UM WITH WASHERS� I 1/2"x3" (4,000 LB.) CONCRETE WEDGE ANCHOR WITH WASHER �
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V 2x4 SOLE PLATE (NATURALLY 1 /2"x3" (4,000 LB.) CONCRETE DURABLE WOOD OR P.T.) WEDGE ANCHOR WITH 2" WASHER---...._ � f 4" ,_ ··' · . -�\::.' ·----::::f EXISTING 4" CONCRETE
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1 /2"x5" (4,000 LB.) CONCRETE WEDGE ANCHOR WITH 2• WASHER ----....
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V 2x4 SOLE PLATE (NATURALLY DURABLE WOOD OR P.T.)
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--{-TIE-DOWN STRAP TIE-DOWN STRAP BOLTED TO
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TIE-DOWN STRAP (1) 4x4 SYP #2 ON 8' WIDE OR LESS, (SEE NOTES)� r (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ALL ELSE(CAN BE SET ON GROUND). Tl E -DOWN STRAP BOLTED TO TYPE 3 ANCHOR tlTH 1 /2" GRADE 5 \ 1 t BOLT MINI UM WITH WASHERS
l\r11 � 1/2"x3" (400 LB,) CONCRETE I> I WEDGE ANCHOR WITH U-CHANNEL --- ,. "" �/ \J (TYPE 3) I .. 4 . ..• . .. • . 1 /. L EXISTING 4• CONCRETE
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TIE-DOWN STRAP BOLTED THRU
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( 1) 4x4 SYP #2 ON 8' WIDE OR LESS. BOLT MINIMUM WITH WASHERS r (2) 2x6 OR (1) 4x6 P.T. SYP 1/2 SKIDS (NUT & BOLT OR ilx2l° LAG BOLT) ALL ELSE(CAN BE SET ON GROUND). TIE-DOWN STRAP BOLTED TO TYPE 3 ANCHOR WITH 1 /2" GRADE 5 � I tBOLT MINIMUM WITH WASHERS
i\ /i J1/2"x3" (4,000 LB.) CONCRETE I> I WEDGE ANCHOR WITH U-CHANNEL --- "' "" 11\1 (TYPE 3) I -I . . . � 1 . 1.L EXISTING 4• CONCRETE
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( 1) 4x4 SYP #2 ON 8' WIDE OR LESS. r (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ALL ELSE(CAN BE SET ON GROUND). TIE-DOWN STRAP (SEE NOTES)� � I 7 TYPE 3 CONNECTOR WITH � 1/2"x3" (4,000 LB.) CONCRETE WEDGE ANCHOR WITH 2" WASHER ------:--,_ . . l\tl JIX I �/ \J
TIE-DOWN STRAP BOLTED TO GROUND ANCHOR WITH 1./t GRADE 5 BOLT MINIMUM 1TH WASHERS, ALSO CONTINUOUS AND
I: 4 l · .. ·. · .·1 . • .. � 1 L EXISTING 4" CONCRETE
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( 1) 4x4 SYP 1/2 ON 8' WIDE OR LESS. r (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ALL ELSE(CAN BE SET ON GROUND). (SEE NOTES)� ATTACHED TO GROUND ANCHOR � I 7GROUND ANCHOR WITH 1/2" GRADE� rSOLE PLATE ON 'NO FLOOR' OPTION IS ON OPPOSITE SIDE 5 BOLT MINIMUM WITH WASHERS 2x6 1 /2" x 30" EARTH ANCHOR: 1/2" x 30" EARTH ANCHOR:� 1,,1 � AUGER STYLE FOR SOIL/CLAY, � DRIVE STYLE FOR ROCK/CORAL I -= ,., eo<ne -l (NO FLOOR OPTION)
AUGER STYLE FOR SOIL/CLAY, I,\ I DRIVE STYLE FOR ROCK/CORAL I' . . . ·-. • • . . / . ... � 1
� L EXISTING 4• CONCRETE
TIE-DOWN DETAILS TIE-DOWN NOTES: 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 2. ALL MEASUREMENTS ARE CENTER-TO-CENTER. 3. TIE-DOWN STRAPS CAN BE MINIMUM: 1-t 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 LB. x 1.5), 5. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY.
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TYPE 2Ad? � 30" DRIVE 30" AUGER rl) ANCHOR ANCHOR FOR ROCK/CORAL FOR SOIL/CLAY
2� lll:J-TYPE 3 TYPE 1� _.._ • CONCRETE ! ANCHOR 30" AUGER ANCHOR WITH OR W/0 FOR SOIL/CLAY BRACKET
TYPICAL ANCHOR TYPES
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TIE-DOWN STRAP SECURED WITH (8) 10Dx1.5" NAILS
1 /2" x 30" EARTH ANCHOR: ...
TABLE 1 -180C ANCHORING TO CONCRETE
SHED WIDTH MAXIMUM ANCHOR SPACING 24'-o" 4'-o" 20'-o" 6'-0" 16'-o" 6'-6" 14'-o" 7'-o" 12'-o" 8'-0" 10 '-o" 9'-o" s'-o" 10'-o" 6'-o" 12'-o"
( 1) 4x4 SYP #2 ON 8' WIDE OR LESS. r (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ALL ELSE(CAN BE SET ON GROUND).
t l\r1, I• I li\l .. .AUGER STYLE FOR SOIL/CLAY, � DRIVE STYLE FOR ROCK/CORAL � I . I . · .. I -"·"�y L OPTIONAL SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8' -o• MAX.
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TIE-DOWN STRAP BOLTED THRU (1) 4x4 SYP #2 ON 8' WIDE OR LESS. �oo, ,o� •� ,;,· """' :\ BOLT MINIMUM WITH WASHERS r (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS (NUT & BOLT OR �x2t LAG BOLT) ALL ELSE(CAN BE SET ON GROUND).
t1 /2" x 30" EARTH ANCHOR WITH EYE HOLE: AUGER STYLE i\ /i JFOR SOIL/CLAY, DRIVE STYLE � I> I FOR ROCK/CORAL �/ \J I I· .•. . . .-, •. 1 ·.1 ...
�----L 4" CONCRETE OR OPTIONAL SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8' -o• MAX.
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TIE-DOWN STRAP (1) 4x4 SYP #2 ON 8' WIDE OR LESS. (SEE NOTES)\ r (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ALL ELSE(CAN BE SET ON GROUND). TIE-DOWN STRAP BOLTED TO GROUND ANCHOR WITH 1/2" GRADE
:\ 5 BOLT MINIMUM WITH WASHERS 7 1/2" x 30" EARTH ANCHOR : l\;I I AUGER STYLE FOR SOIL/CLAY, Ix I 11\1 DRIVE STYLE FOR ROCK/CORAL� • I -1
.. . :I eo<ne � y L OPTIONAL SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8' -o• MAX.
TABLE 2 -180C l30" AUGER ANCHOR SPACING
SHED WIDTH MAXIMUM ANCHOR SPACING UP TO 16'-o" s'-o" 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). 16'-1" TO 20'-o" 6'-0"
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 (OLIVER TECHNOLGIES, INC. MODEL#OTICB1, OTICB2 OR EQUIVALENT) 120' -1" TO 24' -0' 4'-0" HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING. 12.
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CODE INFORMATION CODE VERSION FBC 2017 6th Edition ASCE-7, 201-4 �EC MANUFACTURER S�ITHBILT SHEDS AGENCY N/A BUILDING TYPE �l���•�wt"'!#b'llkE CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vut.-1BOmph EXPOSURE ENCLOSURE E�CLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 20PSF OR 300Ib POINT LoAD FLOOR DEAD LOAD 10PSF FLOOR LIVE LOAD 75/125PSF "R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE No HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SQ.FT, OR LESS REVISIONS REV DESCRIPTON DATE BY 1 REVISED NOTES & CONCRETE ANCHOR 2/16/19 MTB
Drawn By: MTB
Date: 3/8/17
Scale: N/A Model#: SMITHBILT SHEDS
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