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SETUP AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST LSECTION UOF THE DOUBLE WIDE IS �� y i
PLACED ON THE HIGHEST LOCATION OF GROUNDp OTHER END TO LEVEL ONCE THE _
2. BLOCKS ARE THEN PLACED AT THE END, CENTER,
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 THEA;,
FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)4"x,d " y
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 GODS INFORKRTION d
PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE.
CODE VERSION Fec 2017 5th Eaton,ASCE-7
4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B). MANUFACTURER suPESHEDS
5.
5, ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS BUILDING TYPE �URESIDENt�IALEGAWNIUGiSTIIIO
REMOVED.
ORAGE
6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO CONSTRUCTION TYPE v-e I
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS, FIRE PROTECTION NONE 77I
I
FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY STORAGE
GENERAL NOTES -& SPECIFICATIONS FOR AUGER ANCHORS ALLOWA9IE NUMBER OF STORIES I
BASIC WIND SPEED Vet-200mph
1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE EXPOSURE I 0 'i
AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL. AVERAGE ENCLOSURE I ENcLOSEO
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. INTERNAL PRESSURE COEFFICIENT 1 +l-0.15
' 2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER).
LOCATE ANCHORS PER TABLE 4A OR 4B. IMPORTANCE FACTOR i 1.15
3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF DEAD LOAD 1 1CPSF
(FLOOR SYSTEM)I AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH ROOF LIVE LOAD ,20PSF OR 300Ibs
THREADED ROD I(OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATED OOR DEAD LOAD bF3F
DQM X isI
PORTIONS OF SHEDS ON LEVELING BLOCKS.
QUAQUALITY FLOOR LOAD :I SID.75PSF-125PSF OPT.
TABLE 4A
D MIX 30" AUGER ANCHOR SPACING - SINGLE WIDE "R"RATING OF WAus, FLOOR,ROOF I N/A
+S MODULES PER BUILDING 1
QUALITY SHED WIDTH LW* UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING*** HURRICANE PROTECTION USAGE NO
D Mix 13'-8" 7.00 243 O'-0"TO 3'-0" 10'-0" HURRICANE SHELTER USAGE • - / NO
'ICAO , SQUARE FOOTAGE I LESS THAN 720 SG.rT,
11'-8" 6.00 208 0'-D"TO S-0" 10'-0"
STACKED REVISIONS
NG. 10'-0" 5,00 174 0'-0"TO 3'-0" 10'-0"
ONLY. REV DESCRIPTON DATE B
8'-0" 4.00 138 0'-0"TO 3'-0" 10'-o" I 2017 RC I 11/12/17
2 GROUND ANCHOR 6"AF.G MAX.,ANCHOR EXTENSION 5/26/16
6'-0" 3.00 104 0'-0"TO 3'-0" 10'-0" I
TABLE B 1
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH LW* UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING***
20'-0" 10.00 400 O'-0"TO 3'-0" 5'_p"
(f) Drown By: ii MTB
* LOAD WIDTH OF UPLIFT ON RUNNER - 0 Date:
(LJ 11/ 4/26/16
** LOCATION FROM END WALL OF AUGER ANCHOR
**' MAXIMUM SPACING BETWEEN ANCHORS 150010:
OTE N/A
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. I Model: 1
2, ALL MEASUREMENTS ARE CENTER-TO-CENTER, .1-I-1-
ALL
3. THE ITIO NUMBER OF ANCHORS PER SHED IS (4). (i)ANCHOR PER EACH CORNER. 0 GENERAL DOTES
ADDITIONAL INTERIOR ANCHORS ARE REQUIRED if SPACING IS MORE THAN 10'-0" 1. NERAL TIOM PIAN, ARE N07 PAR7 OF
BETWEEN ANCHORS.. PLAN SET AND ARE GOVERNED By Lo*
4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN JURISDICTIlN
EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE 2. THIS BUlt.OING IS EXEMPT FROM THE
TO THE SIDE AS POSSIBLE W ENERGY CONSERVATION CODEPER SE(
_1 1015.22,!I
m 3. REFER TO TIE-DOWN DETAILS FOR P"
INSTALLATION REQUIREMENTS TOM /
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NOTCH OR COUNTERSINK BOLTst' Lucie COU
■ 4"MIN. THRU 2"xd" BOTTOM PLATE //Z��
1/2"x5" (400 LB) CONCRETE 2"x4" BO7TOM PLATE NAILED V I I
THRU
ANCHOR INTO StAg ►="+ TO 2"x6" P,T BASE I
2"x4"P.T, BOTTOM PLATE •LA 4. _ _CRETESCSEE TABLE 1 POR SPACING) 1 n 4" MIN. (�AL CODES AND dURiS T10NROUGH .t•----- CCONCRETEg14/./
SLAB 0
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2"x2" GALVANIZED WASHER OPTIONAL FOR "HIGH •
WITH 1/2" NUT I,,..1:.
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1 2x2• i/2" COUPLER
EYES BOLTED THG 2 GALVANIZED it1 _ s
2"XZ" IZtu NUT W1 ()
GAXNAN n BOLT HERS {2.000LB SHEAR CAPACITY) 4:
ITN 1/2 NUT �V `�` .111 k
1�2�1Na��EN 5 � t SlO,0R A_24Y CSPOR EpUALri ,/\ t�2 x3" (400li RSK1
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