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Home My WebLink AboutINSTALLATION GUIDE SINGLE - DOUBLE WIDE SHEDSETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED 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 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 -,-BLOCKED, -AND-THEN--SHIMMED. - - 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 ANn DOORWAYS WITH NO 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 OF 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 IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5" WEDGE ANCHOR THRU THE 2"x4" BOTTOM PLATE. TABLE 1 ANCHORING TO CONCRETE SHED WIDTH UPLIFT (PLF) ANCHOR SPACING 20'-0" 400 S-6" 13'-8" 280 S-6" 11'-8" 240 3,_6„ 10'-0" 200 S-g' 6'-0" 120 3,_6„ TABLE 2 SKID RUNNER SPACING* SHED WIDTH X1 X2 X3 13'-8" 1'-10}" 1'-10j" 11'-8" 2'-8" 6'-4" - 1O'-0" V-7" 6'-10" - 8'-0" 0'-9" 6'-6" - 6'-0" 0'-10" 51" - *VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4" SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4) SETS OF SKIDS. 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 s FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)AN44" ` BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE ,y LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS �R- PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. .' 4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 48)- l1RER'S' 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS ;BADE. 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. TABLE3A PAD TYPES TYPE PAD DIMENSIONS MAX. LOAD* MATERIAL I 2"x8"x16" 1778LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX II 4"x8"x16" 3500LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX III 16"x16" 3950LBS ABS PLASTIC PADS IV 8"x8"x16" 1900LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX * BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF 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 1V-8" AND IS-8" WIDE SHEDS ONLY. TABLE 3 SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE SHED WIDTH TYPE LW*(PLF) END PAD MAX. SPACING END PAD SIDE RUNNER PAD TYPE INTERIOR PAD SIDE RUNNER PAD TYPE 13'-8" SW/DW 4.15/332 0" TO C 6'-0' 1936LB I, II, III, OR IV 1879LB I, II, III, OR IV 11'-8" SW/DW 6.00/480 T TO 6" V-0" 2558LB I, II, III, OR IV 2558LB I, II, III, OR IV 10'-0" SW/DW 5.00/400 O" TO 6" 6'-0' 2400LB I,. II, III, OR IV 2400LB I, II, III, OR IV 8'-0" SW 4.00/320 0" TO 6" V-0" 2029LB I, II,' III, OR IV 2133LB I, II, III, OR IV 6'-0" SW 3.00/240 0" TO 6" 6'-0' 1658LB I, II, III, OR IV 1866LB I, II, III, OR IV LUAU Y/IUIH 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. S T• zUCIE COUNTY BUILDING DIVIS10 REVIEWED FOR COMPLI 1 REVIEWED G`t DATE t PL�kNS AND PERM MUST BE KEPT ON JO OR � No INS.pECTION WILL E3 MA THESE PLANS M'D ALL PROPOSED W%,0: • -, AQ; C11s.1EGT Ili Am COFRECTIOr1S"T »1_,n111LUGii RY GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS 1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL. AVERAGE HOLDING STRENGTH IS NOT LESS THAN 4,900 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. TABLE 4A 30" AUGER ANCHOR SPACING - SINGLE WIDE SHED WIDTH LW* UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING*** 13'-8" 7.00 243 0'-0" TO 3'-0" 10'-0" 11'-8" 6.00 208 0'-0" TO S-O" 1O'-O" _ �.. �5.00- �-174�::=_ 8'-0" 4.00 138 0'-0" TO 3'-0" 10'-0" 6'-0" 3.00 104 0'-0" TO S-Cr 10'-0" TABLE B 30" AUGER ANCHOR SPACING - DOUBLE WIDE SHED WIDTH LW* UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING*** 20'-0" 10.00 400 V-0" TO S-O" 5'-0" * LOAD WIDTH OF UPLIFT ON RUNNER •• LOCATION FROM END WALL OF AUGER ANCHOR ••• MAXIMUM SPACING BETWEEN ANCHORS NOTES - 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 2. ALL MEASUREMENTS ARE CENTER -TO -CENTER. 3. THE MINIMUM NUMBER OF 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. �,'��E� �, Y . YDEWcCESSbRYillti OCT ,Tl;G CM1'yPj iJi'(�nw 0�1FL'�'�ti'iiri : + !AP PLIC CODES. ST. Lucie County, Permitting 2"x2" GALVANIZED WASHER 2"x2" GALVANIZED WASHER �;:f' WITH 1/2" NUT'S WITH 1/2" NUT 1/2" THREADED ROD OPTIONAL FOR "HIGH SET" NOTCH OR COUNTERSINK BOLT 1/2" THREADED ROD �'�"" ~'' OPTIONAL FOR "HIGH SET" ,% `�' 7 v� EYES BOLTED TOGETHER WITH 1/2"x2" BOLT & NUT WITH 2 2"x2' GALVANIZED () WASHERS 2.000LB SHEAR CAPACITY ( ) PIZ 42!1/2" COUPLER THRU 2"x4" BOTTOM PLATE Z:2"x4" BOTTOM PLATE NAILED 1/2" COUPLER. r / ` f 1/2"x12" FORGED EYEBOLT YJJ`� `l f Nl ' tea,- may, `` i 4" MIN. 1/2"x5" (400 LB.) CONCRETE WEDGE ANCHOR INTO SLAB THRU 2"x4" P.T. BOTTOM PLATE TO 2"x6" P.T. BASE s4" MIN. J_ a - - - (SEE TABLE 1 FOR SPACING) 1' --------4------ EYES BOLTED TOGETHER WITH 1%2 x2"..' rT-YIREl,.IIL�OR TV PAD WITHBOLT & NUT WITH (2)2"x2" GALVANIZED y, WASHERS (2.000LB SHEAR CAPACffY ASAREQUIRED (SEE TABLE 3)- 1! ) /` 1/2"x3" (400 LB.) CONCRETE WEDGE ANCHOR SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH CLIP OR EQUAL LOCAL CODES AND JURISDICTION CONCRETE SLAB BY OTHERS THROUGH LOCAL CODES AND JURISDICTION 30" EARTH AUGER ANCHOR' .I (SEE TABLE 1 FOR SPACING) r (SEE TABLE 4 FOR SiP' CING) SHED WITMSKID,-� SHED WITH SKID SHED WITH 'NO FLOOR' OPTION TO PAD;"OR LOCKING ANCHORED TO CONCRETE ANCHORED TO CONCRETE TIE -DOWN DETAILS CODE VERSION FBC 2017 6th Edltt-, ASCE-7 MANUFACTURER SUPERIOR SHEDS CONSTRUCTION TYPE v-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES I BASIC WIND SPEED Vr-200.ph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 2OPSF OR 3001bs FLOOR DEAD LOAD BPSF FLOOR LIVE LOAD STD. 75PSF - 125PSF OPT. "R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER .USAGE NO SQUARE FOOTAGE LESS THAN 720 SOFT. REVISIONS w 4/26/16 Scale: (n N/A odel LJ_J ALL GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION. W 2. THIS BUILDING IS EXEMPT FROM THE FBC .ENERGY CONSERVATION CODE PER SECTION J 1015.22. m 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE. W 4( D z (n �I LLB nY 6/1/18 Sheet: AD-1 OF 1