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SETUP AND INSTALLATION OF SINGLE. WIDE SHED ^y� SETUP AND INSTALLATION OF DOUBLE WIDE SHED
<br /> 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE PVC TO ALLOW FOR II 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS �!
<br /> MOVEMENT TO PLUM OR SQUARE UNIT HOUSE, FENCE, PROPERTY LINE, ETC. 1,L PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. �
<br /> 2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE 2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND.OTHER END TO LEVEL ONCE THE _
<br /> BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3).
<br /> BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE
<br /> IS SUPPORTED LEVEL. BLOCKED, AND THEN SHIMMED.
<br /> 3. AFTER THE BUILDING
<br /> I FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)}"x4}"
<br /> G IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE R•SPACING (SEE TABLE 3). LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
<br /> 4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED 30" AUGER ANCHOR I PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. COOS INFORMATION
<br /> THRU THE 2"x4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL (4,900L8) 4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B). coDE v7sTON M.zot7 su csmn�sce-T
<br /> 1/2" THREADED ROD (FORA "HIGH SET") IS.SECURED THOU THE HOLE.
<br /> 5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS MANUFACTURER SUPEo OR SxD1S
<br /> REMOVED. BUILDING TYPE
<br /> FILI1xiE0 soon
<br /> FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS-THESE LOADS. 6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
<br /> CONSTRUCTION TYPE V-
<br /> 6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. FIRE PROTECTION NONE
<br /> BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2- HOLE IS DRILLED INTO THE CONCRETE 1-1/2" OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM FIRE SUPPRESSION srsTE1T NONE '
<br /> PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2" OCCUPANCY sloR,lcE
<br /> WEDGE ANCHOR. ALLOWABLE NUMBER OF STORES 1
<br /> 7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5' WEDGE ANCHOR THRU THE GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS BASIC WIND SPEED Yrz ph
<br /> 2"x4" BOTTOM PLATE.
<br /> EXPOSURE a
<br /> 1. BUILDING ANCHORS SHALL BE 'MOBILE HOME"TYPE HP-1 SINGLE HEUX EYE ENCLOSURE E1lunsm
<br /> AUGER ANCHOR BY HOME PRIDE OF BRISTOL. VA, OR EQUAL. AVERAGE INFERNAL PRESSURE COEFFICIENT
<br /> 1 TABLE 2 TABLE 3A B +/-ale
<br /> HOLDING STRENGTH IS NOT LESS THAN 4,9 LBS.
<br /> 2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER). IMPORTANCE FACTOR LM
<br /> ANCHORI G TO CO CRETE SKID RUNNER SPACING PAD TYPES LOCATE ANCHORS PER TABLE 4A OR 48. ROOF DEAD LD>D 1OPsr
<br /> SHED WIDTH UPLIFT(PLF) ANCHOR SPACING SHED WIDTH X7 X2 X3 TYPE PAD DIMENSIONS MAX. LOAD- MATERIAL 3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF LIVE LOAD 2GPS1 OR]oam
<br /> CONCRETE BLOCK QUALITY (FLOOR SYSTEM) AND ATTACHED TO ANCHOR. FLOOR DEAD LOAD evv
<br /> 20'-0" 400 3'�i" 13'-8" 1'-10i" 1'-l0}' 1'-10�" I 2"x8"x16" 1778L85 CEMENT AND SAND-MIX
<br /> CONCRETE BLOCK OUAUTY FLOOR LIVE LOAD M 7-1-I-M,
<br /> 13'-8" 280 S' 6" 11'-B" 2'-8" 6--4- - II 4"x8"x15' 3500LB5 TABLE 4A
<br /> CEMENT AND SAND.MIX 'R'RATING OF WALLS.FLOOR,ROOF N/A
<br /> ll' 30" AUGER ANCHOR SPACING - SINGLE WIDE MODULES PER BUILDING I
<br /> lo.-8" 200 3'-6" 10'-0" 1'-7" 6'-f0' - III 16's16' 3950L85 ABSCON PLASTIC PADS SHED WIDTH LW' UPLIFT (PL.F) END ANCHOR-MAX. INTERIOR SPACING...10'-0" 200 X-6" g'_0" 0'-9" 6'-6" - IV 8"x8"x16' 1900LBS CONCRETE BLOCK OUAUTY HURRICANE PROTECTION USAGE NO
<br /> CEMENT AND SAND MIX 13'-8" 7.00 243 0-0"TD 3'-0' 10'-0" HURRICANE SHELTER USAGE No
<br /> 8'-D" Tim S-6- 6'-0" V-10" 51" - 'BASED ON 2000PSF SOIL BEARING CAPACITY(2000PSF ISM TYPICAL) SOUARE FOOTAGE LESS T no
<br /> -0 son.
<br /> NOTES 11'-8" .6.00 208 0• 'TO 3-0"', 10'-0"
<br /> 6'-O" 120 3'-0' 'VALUES ARE FROM END OF JOIST TO CENTERS OF(2)4'x4' 1.HOLLOW OR SOLD CONCRETE BLOCKS(B-xB-x16")MAY BE STACKED ONS
<br /> SKIDS ONLY.13'-B'WIDE SHEDS HAVE(4)SETS OF SKIDS. ON PADS FOR HIGH SETS UP TO 48-WITHOUT RBNFO?CING. a 10'-0" 5.00 174 Y-O"TO S-6, 10'-0" REV DE REVISIONS
<br /> VISION DATE BY
<br /> 2.ABS PADS REQUIRED ON 11'-B'AND'13'-8'WIDE SHEDS ONLY.
<br /> B'-O" 4.00 138 0'-0'TO 3'-0" 10'-0" 1 .17 M. s/La/17 U.
<br /> TABLE 3-
<br /> s'-o" 3.0o ma o'-0 To 3 0 10-0"
<br /> SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
<br /> SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE TABLE B
<br /> 30" AUGER ANCHOR SPACING - DOUBLE WIDE
<br /> SHED WIDTH TYPE LW(PLF) END PAD MAX. SPACING END PAD SIDE RUNNER INTERIOR S1DE RUNNER SHID WIDTH LW UPLIFT(PLF) END ANCHOR'•MAX. INTERIOR SPACING••'P PAD PAD TYPE Dm O
<br /> 13'-8" SW/DW 4.15/332 Cr TO 6- 6'-0" 1936LB I, IT. III, OR IV 1879LB I, 11. III, OR N _ 0-0�-0 5'-0"
<br /> p 0ntc
<br /> i V-8" SW/DW 6.00/480 0'TO 6' - ;4I,-UI,O 58 I. ••LOAD WIDTH OF UPLIFT ON RUNNER LLJ 4/26/16
<br /> LOCATION FROM END WALL OF AUGER ANCHOR = Srnle:
<br /> 10'-0" SW/DW 5.00/400 O"TO 6" 6'-O' 240OLS I, 11. III, OR IV2400LB I, 11, III, OR IV I •••MAXIMUM SPACING BETWEEN ANCHORS (n N/A
<br /> ,I NOTES Oe=�
<br /> 8'-0" SW 4.00/320 0"TO 6" 6'-0" 2029LB I, IL III, OR N 2133LB I, II, IN, OR IV 1.ANC OR SPACING IS DESIGNED AS PER ASCE-7. LJJ ALL
<br /> 2.ALL MEASUREMENTS ARE CEITTER-TO-CENTER. GENERAL NOTES
<br /> 6'-0" SW 3.00 240 0'TO 6" 6'-0' 165818 I, 11. III, OR N 1866LB I, II, III, OR IV
<br /> / I 3.THE MINIMUM NUMBER OF ANCHORS PER SHED IS(4). IN ANCHOR PER EACH CORNER. 1.FOUNDATION PLANS ARE NOT PART OF THIS
<br /> ADDITIONAL ANCHORS..
<br /> ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0''LOAD WIDTH OF UPLIFT ON RUNNER BETWEEN ANCHORS.. j PLAN SET AND ARE GOVERNED BY LOCAL
<br /> NOTES 1 JURISDICTION.
<br /> 4.ANCHORS SMALL BE ON SIDE W THIS B WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN 2.THIS BUILDING IS EXEMPT FROM THE FBC
<br /> 1.PAD SPACING IS END TO CENTER OF PAD. EXISTING BUILDING:IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE ENERGY CONSERVATION CODE PER SECTION
<br /> 2.PADS OTHER TWW END PADS SPACING IS CENTER TO CENTER TO THE SIDE AS POSSIBLE J•
<br /> 3.USE SAME MAXIMUM SPACING.FOR INTERIOR SPACING. 1 1016.22.M 3.REFER TO TIE-DOWN DETAILS FOR PROPER
<br /> D INSTALLATION REOUIREMENTS TO MEET CODE
<br /> O
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<br /> LJJ
<br /> 2's2'GALVANIZED WASHER J _
<br /> 27.2'GALVANIZED WASHER WITH 1/2-NUT 1/2-THREADED ROD O
<br /> WITH 1/2'NUT OPTIONAL FOR'HIGH S I
<br /> 1/2-THREADED ROD NOTCH OR COUNTERSINK BOLT z
<br /> OPTIONAL FOR'HIGH SET EYES BOLTED TOGETHER WITH 1/2'x2' THRU 2'ab'BOTTOM PLATE -
<br /> BOLT do NUT WITH(2)2'x2'GALVANIZED i/2"COUPLER
<br /> 1/2-COUPLER WASHERS(2.00OLB SHEAR CAPACITY) 2 s1" BOTTOM PLATE NAILED I
<br /> 1/2'x5'(400 LB.)CONCRETE TO 2'xb'P.T.BASE bi
<br /> G . �4 MIN. WEDGE ANCHOR INTO SLAB _ J 4 MIN. 0
<br /> 1/2'x12'FORGED E/®OLT " THRU 2'x4"P.T.BOTTOM PLATE
<br /> a • , (SEE TABLE 1 FOR SPACING) L+--•_- ___L
<br /> EYES BOLTED TOGETHER WITH VANF ' TYPE I,0,III,OR N PAD WITH CONCRETE SLAB BY OTHERS THROUGH O .
<br /> BOLT&NUT WITH LB SHE CAAN¢EO� ya BLOCKING AS REQUIRED(SEE TABLE 3). TE WED"(400 ANCLELL/HOR
<br /> CUPSIMP ON EOUAA-24 CONCRETE SLAB BY JURISDICTION
<br /> THROUGH LOCAL CODES AND JURISDICTION
<br /> WASHERS 30 EA B SHEAR CAPpCRY) CONCRETE WEDGE PACHOft CUP OR EQUAL LOCAL CODES AND JURI501CDON _O 1/.18,�18
<br /> 30 EARTH AUGER ANCHOR (SEE TABLE 1 FOR SPACING) I)
<br /> (SEE TABLE 4 FOR SPACING) SHED WITH SKID SHED WITH 'NO FLOOR' OPTION (-
<br /> SHED WITH SKID TO PAD OR BLOCKING ANCHORED TO CONCRETE ANCHORED TO'CONCRETE
<br /> I P
<br /> ') .
<br /> TIE-DOWN DETAILS Matthew T. BOIdWin P.E
<br /> ) Florida License "64608
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