HomeMy WebLinkAboutSS TIE-DOWN PLAN 4707 Eagle Drive1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE
AUGER ANCHORS BY HOME PRIDE OF BRISTOL, VA. OR EQUIVALENT. AVERAGE
HOLDING STRENGTH IS NOT LESS THAN 4,725 LBS.
2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER).
LOCATE ANCHORS PER TABLE 4A OR 4B.
3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE
(FLOOR SYSTEM) AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH
THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR
ELEVATED PORTIONS OF SHEDS ON LEVELING BLOCKS.
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
SHED WIDTH
13'-8"
11'-8"
10'-0"
8'-0"
6'-0"
243
208
174
138
104
7.00
6.00
5.00
4.00
3.00
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
0'-0" TO 3'-0"
0'-0" TO 3'-0"
0'-0" TO 3'-0"
0'-0" TO 3'-0"
0'-0" TO 3'-0"
LW*END ANCHOR**MAX. INTERIOR SPACING***UPLIFT (PLF)
30" AUGER ANCHOR SPACING - SINGLE WIDE
TABLE 4A
SHED WIDTH
20'-0"40010.00 5'-0"0'-0" TO 3'-0"
LW*END ANCHOR**MAX. INTERIOR SPACING***UPLIFT (PLF)
30" AUGER ANCHOR SPACING - DOUBLE WIDE
TABLE 4B
*LOAD WIDTH UPLIFT ON RUNNER
**LOCATION FROM END WALL OF AUGER ANCHOR
***MAXIMUM SPACING BETWEEN ANCHORS
***
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7
2. ALL MEASUREMENTS ARE CENTER-TO-CENTER
3. THE MINIMUM NUMBER F ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER.
ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0"
BETWEEN ANCHORS.
4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
EXISTING BUILDING: IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
TO THE SIDE AS POSSIBLE.
NOTES
PAD TYPES
TABLE 3A
SKID RUNNER SPACING*
TABLE 2
ANCHORING TO CONCRETE
TABLE 1
X1 X2 X3SHED WIDTH
13'-8"
11'-8"
10'-0"
8'-0"
6'-0"
1'-101
2"1'-101
2"1'-101
2"
2'-8"6'-4"-
1'-7"6'-10"-
9"6'-6"-
10"51"-
SHED WIDTH UPLIFT (PLF)ANCHOR SPAC'G
20'-0"
13'-8"
11'-8"
10'-0"
8'-0"
6'-0"
400
280
240
200
160
120
3'-6"
3'-6"
3'-6"
3'-6"
3'-6"
3'-6"
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
TABLE 3
I
II
III
IV
* BASED ON 2000 PSF SOIL BEARING CAPACITY (2000 PSF IS TYPICAL)
NOTES:
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON 11'-8" AND 13'-8" WIDE SHEDS ONLY.
* VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"X4"
NOTES:
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE
STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT
REINFORCING.
2. ABS PADS REQUIRED ON 11'-8" AND 13'-8" WIDE SHEDS ONLY.
2"x8"X16"
4"x8"X16"
16"X16"
8"X8"X16"
TYPE PAD DIMS MAX LOAD*MATERIAL
1778 LBS
3500 LBS
3950 LBS
1900 LBS
CONC. BLOCK QUALITY
CEMENT AND SAND MIX
CONC. BLOCK QUALITY
CEMENT AND SAND MIX
CONC. BLOCK QUALITY
CEMENT AND SAND MIX
ABS PLASTIC PADS
SHED WIDTH
13'-8"
11'-8"
10'-0"
8'-0"
6'-0"
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE
6'-0"
6'-0"
6'-0"
6'-0"
6'-0"
0" TO 6"
0" TO 6"
0" TO 6"
0" TO 6"
0" TO 6"
4.15/332
6.00/480
5.00/400
4.00/320
3.00/240
SW/DW
SW/DW
SW/DW
SW
SW
1936 LB
2558 LB
2400 LB
2029 LB
1658 LB
I, II, III, OR IV
I, II, III, OR IV
I, II, III, OR IV
I, II, III, OR IV
I, II, III, OR IV
I, II, III, OR IV
I, II, III, OR IV
I, II, III, OR IV
I, II, III, OR IV
I, II, III, OR IV
1879LB
2558LB
2400LB
2133LB
1866LB
TYPE LW* (PLF)END PAD MAX. SPACING END PAD SIDE RUNNER
PAD TYPE
INTERIOR
PAD
SIDE RUNNER
PAD TYPE
* LOAD WIDTH OF UPLIFT ON RUNNER
NOTES:
1. PAD SPACING IS END TO CENTER OF PAD
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER
3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS
PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP.
2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE
BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3).
3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE
FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1) 1
2"x41
2"
BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE
LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE.
4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B).
5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS
REMOVED.
6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
SETUP AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC.
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE
BUILDING IS BLOCKED ON THE HIGH SPOT OF THE GROUND AND LEVELED. THE OTHER END OF THE
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING IS
SUPPORTED TO LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
SPACING (SEE TABLE 3).
3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING
(SEE TABLE 3).
4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING, HOLES ARE DRILLED
THRU THE 2"X4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL 1/2" THREADED
ROD (FOR A "HIGH SET") IS SECURED THRU THE HOLE.
5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2" HOLE IS DRILLED INTO THE CONCRETE
1-1/2" OFF THE RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM PLATE AND A SIMPSON
A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2" WEDGE ANCHOR.
7. IF THE UNIT A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"X5" WEDGE ANCHOR THRU THE 2"x4" BOTTOM
PLATE.
SETUP AND INSTALLATION OF SINGLE WIDE SHED
SHED WITH 'NO FLOOR' OPTION'
ANCHORED TO CONCRETE
2"x2" GALVANIZED WASHER
WITH 12" NUT
TYPE I, II, III, OR IV PAD WITH
BLOCKING AS REQUIRE
(SEE TABLE 3)
GRADE
24" MIN.VARIES1/2" THREADED ROD
OPTIONAL FOR "HIGH SET"
1/2" COUPLER
1/2"x12" FORGED EYEBOLT
30" EARTH AUGER ANCHOR
(SEE TABLE 4 FOR SPACING)
EYES BOLTED TOGETHER W/ 1/2"x2"
BOLT & NUT WITH (2)2"x2" GALVANIZED
WASHERS (2,000LB SHEAR CAPACITY)
SHED WITH SKID
TO PAD OR BLOCKING
CONCRETE SLAB BY OTHERS
THROUGH LOCAL CODES
AND JURISDICTION
SIMPSON A-24
CLIP OR EQUAL
12" THREADED ROD
OPTIONAL FOR "HIGH SET"
4" MIN.
12" COUPLER
2"x2" GALVANIZED WASHER
WITH 12" NUT
EYES BOLTED TOGETHER
WITH 12"x2" BOLT & NUT WITH
(2) 2"x2" GALVANIZED WASHERS
(2,000LB SHEAR CAPACITY)
12"x 3" (400 LB)
CONCRETE WEDGE ANCHOR
(SEE TABLE 1 FOR SPACING)
SHED WITH SKID
ANCHORED TO CONCRETE
1/2"x5" (400 LB) CONCRETE
WEDGE ANCHOR INTO SLAB
THRU 2"x4" P.T. BOTTOM PLATE
(SEE TABLE 1 FOR SPACING)
CONCRETE SLAB BY OTHERS
THROUGH LOCAL CODES
AND JURISDICTION
4" MIN.
NOTCH OR COUNTERSINK BOLT
THRU 2"x4" BOTTOM PLATE
2"x4" BOTTOM PLATE NAILED
TO 2"x6" P.T. BASE
30" AUGER ANCHOR
(4,725 LB)
INSTALLED PER MFRS
INSTRUCTIONS. EYELET AT
MAXIMUM OF 6" ABOVE GRADE
GENERAL NOTES:
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
2. THIS BUILDING IS EXEMPT FROM THE FBC
ENERGY CONSERVATION CODE PER SECTION
1015.22
3. REFER TO TIE-DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
01-21-2021
R.L.G.
DATE:
DRAWN:
JOB:
SHEET NO.COPYRIGHT 2020 - MODULAR PLANS DESIGN COMPANYCPE LICENSE #38769
FLORIDA
JULIO ORBEGOSO
CONSULTING ENGINEER
MODULAR PLANS DESIGN, CO.
202 DORIS DRIVE., SUITE 105
LAKELAND, FLORIDA
33813
OFFICE: 863.688.1054
FAX: 863.688.7118
COLE@MODULARPLANSCO.COM
SHED STRUCTURE FOR:
SUPERIOR SHEDS
(877) 439-7433
SS FOUNDATION
2323 S. VOLUSIA AVE. ORANGE CITY, FL 32763
A1