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Home My WebLink AboutTIE-DOWN DETAILSc �c_ m � 4- l : __ ))-7 - 0 7 SETUP AND INSTALLATION OF SINGLE 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 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%4" 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 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 S-6" 10'-0" 200 S-6" 8'-0" 160 S-6„ 6'-0" 120 S-6" TABLE 2 SKID RUNNER SPACING* SHED WIDTH X1 X2 X3 13'-B" 1'-104" 1'-104" 1'-104" 11'-8" 2'-8" 6'-4" - 10'-0" V-7" 6'-10" - 8'-0" 0'-9. 6'-6" - C-O" 0'-10" 51" - *VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4" SKIDS ONLY. 13'-B" WIDE SHEDS HAVE (4) SETS OF SKIDS. SETUP AND INSTALLATION OF DOUBLE WIDE SHED 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)A x44" 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. SCANNED BY lot.�.IfDO� IJ®Uhw TABLE 3A 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%16" 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 11'-8" AND 13'-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 SW/DW 4.15/332 0" TO 6" 6'-0" 1936LB I, II, III, OR IV 1879LB I, II, III, OR IV SW/DW 6.00/480 0" TO 6" 6'-0" 2558LB I, II, III, OR IV 2558LB I, II, III, OR IV 10'-0" SW/DW 5.00/400 0" TO 6" 6'-0" 2400L8 I, II, III, OR IV 2400L6 I, II, III, OR IV 8'-0" SW 4.00/320 0" TO 6" 6'-0" 2029LB I, II, III, OR IV 2133LB I, II, III, OR IV C-O" SW 3.00/240 0" TO 6" 6'-0" 1658LB I, II, III, OR IV 1866LB I, II, III, OR IV * 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. 2"x2" GALVANIZEQ_WASHER_ �' .. .7.2 NUT 1/2" THREADED ROD OPTIONAL FOR *HIGH S 1/2" COUPLER 1/2"x11 FORGED EYEBOLT, EYES BOLTED TOGETHER WITH BOLT & NUT WITH (2)2"x2" GA WASHERS (2.000LB SHEAR 1 30" EARTH AUGER (SEE TABLE 4 FORRj ST. LUCIE COUNTY BUILDING DIVISIO REVIEWED SEP 10 2018 Permitting Uepertment St. Lucie County, FL THESE PLANS AND ALL PRO26-10SED W ARE SUBJECT TO ANY CO¢IRECTiON DATE "i IO pS,m ��R* PLANS A It IT MUST BE KEPT ON OB OR NO INSPECTION WIL BE MADE !=GA6vANIZ WITH 1/2" NUT EYES BOLTED TOGETHER WITH 1/2"x2" BOLT & NUT WITH (2)2"x2" GALVANIZED WASHERS (2.000LB SHEAR CAPACITY) OR IV PAD WITH 1/2"x3" (400 LB.) REQUIRED (SEE TABLE 3). CONCRETE WEDGE ANCHOR �3 (SEE TABLE 1 FOR SPACING) -AlAppliumm CODES. 1/2" THREADED ROD OPTIONAL FOR "HIGH SET" 1/2" COUPLER �4" MIN. d' SIMPSON A-24 CONCRETE SLAB CLIP OR EQUAL LOCAL ES -A SHED WITH SKID ANCHORED TO CONCRETE 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 48. 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. ARE BY OTHERS THROUGH TABLE 4A 30" AUGER ANCHOR SPACING - SINGLE WIDE SHED WIDTH LW* UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING*** 13'-8" 7.00 243 0'-v TO S-o" 10'-0" --8�" 6.00 208 -0-0" 0'" TO 3' 10'-0" "T ( 0 -- "_ =;5:00 _::.. =-174a_ -0 -0"`TO-3'-0" 1.0,_O" -4 8'-0" 4.00 138 0'-T TO S-T 10'-0" 6'-0" 3.00 104 0'-0" TO 3'-0" 10.-0. ` TABLE B 30" AUGER ANCHOR SPACING - DOUBLE WIDE SHED WIDTH LW* UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING*** 20'-0" 1 10.00 400 0'-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. RESPONSIBILITY OF TH 1/2"x5" (400 LB.) CONCRETE WEDGE ANCHOR INTO SLAB THRU 2"x4" P.T. BOTTOM PLATE (SEE TABLE 1 FOR SPACING) NOTCH OR COUNTERSINK BOLT THRU 2"x4" BOTTOM PLATE 2"x4" BOTTOM PLATE NAILED TO 2"x6" P.T. BASE _t4" MIN. CONCRETE SLAB BY OTHERS THROUGH LOCAL CODES AND JURISDICTION SHED WITH 'NO FLOOR' OPTION CODE VERSION FBC 2017 Sth Edition, ASCE-7 MANUFACTURER SUPERIOR SHEDS BUILDING TYPE MANUFACTURED BUILDING RESIDEMT16L LAWN STORAGE CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Va-2DO.ph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 1OPSF - ROOF LIVE LOAD 20PSF OR 3001be FLOOR DEAD LOAD 8PSF FLOOR LIVE LOAD STD. 75PSF - 125PSF OFT. "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 SQFT. DESCRIPTON (n MTB Q Dote: Ld 4/26/16 Scale: (n N A odel LJJ 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. O 0 W J 0 Z (n LLI _o I 6/1/18 TIE -DOWN DETAILS Flo1ida"LicenseVysasas (n - - z Sheet; AD ' 1 OF 1