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Home My WebLink AboutSS TIE-DOWN PLAN2"x2" GALVANIZED WASHER WITH A" NUT Yz" THREADED ROD NOTCH OR COUNTERSINK BOLT _qTOPTIONAL FOR "HIGH SET" 1/2"x5" (400 LB) CONCRETE THRU 2"x4" BOTTOM PLATE 1/2" THREADED ROD+2"x2" GALVANIZED WASHER EYES BOLTED TOGETHER WEDGE ANCHOR INTO SLABOPTIONAL FOR "HIGH SET'H Y" NUT WITH Ys"x2" BOLT&NUTWITHTHRU 2"x4" P.T. BOTTOM PLATE(2) 2"x2"GALVANIZED WASHERS (SEE TABLE 1 FOR SPACING) 2"x4" BOTTOM PLATE NAILED 1/2"COUPLER(2,000LB SHEAR CAPACITY) 4" MIN. TO 2"x6" P.T. BASE�� 1/2"x12" FORGED EYEBOLT 4" MIN. y'x 3" (411 LB) C NCRETE SLAB BY OTHERS L--------- ----- �� EYES BOLTED TOGETHER W/ 1/2"x2" GRADE SIMPSON A-24 THROUGH LOCAL CODES BOLT & NUT WITH (2)2"x2" GALVANIZED TYPE I, II, III, OR IV PAD WITH CONCRETE WEDGE ANCHOR CONCRETE SLAB BY OTHERS i CLIP OR EQUAL AND JURISDICTION WASHERS (2,000LB SHEAR CAPACITY) BLOCKING AS REQUIRE (SEE TABLE 1 FOR SPACING) THROUGH LOCAL CODES AND JURISDICTION (SEE TABLE 3) SHED WITH SKID ANCHORED TO CONCRETE 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 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 ROOTER (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. TABLE 1 ANCHORING TO CONCRETE SHED WIDTH UPLIFT (PLF) ANCHOR SPAC'G 20'-0" 400 T-6" 13'-8" 280 X-6" 11' 8" 240 X-6" 10'-0" 200 3'4" 160 3'-6" 120 SOW 30 EARTH AUGER ANCHOR SHED WITH'NO FLOOR' OPTION' (SEE TABLE 4 FOR SPACING) ANCHORED TO CONCRETE SHED WITH SKID TO PAD OR BLOCKING 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) J"x4}" 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. 30" AUGER ANCHOR 4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B). (4,725 LB) 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS INSTALLED PER MFRS REMOVED. INSTRUCTIONS. EYELET AT 6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO MAXIMUM OF 6" ABOVE GRADE ROOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. TABLE 2 SKID RUNNER SPACING' SHED WIDTH I X7 X2 X3 13'-8' 1'-10k' 1'-104" 1'-101A' 11'-8" 2'-8" 1".. - 10'-0" T-7" 6'-10" - 8'-0.. S. V-6" - 6ro.. 10" 51" - ' 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. ASS PADS REQUIRED ON 1T-8" AND 13'-8" WIDE SHEDS ONLY. TABLE 3A PAD TYPES TYPE PAD DIMS MAX LOAD* MATERIAL I 2"x8"X16" 1778 LBS CEMENT AND SAND MIX II 4"x8"X16" 3500 LBS NEN. BL K UALI CEMT AND SAND MIX III 16'X16" 3950 LBS ASS PLASTIC PADS IV 8"X8"X16" 1900 LBS CEMENT AND SAND MIX * 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. ASS PADS REQUIRED ON 11'-8" AND 13'-B" 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 O" TO 6" 6-0" 1936 LB I, II, III, OR IV 1879LB I, II, III, OR IV 11'-8" SW/DW 6.00/480 O" TO 6" 6-0" 2558 LB I, II, III, OR IV 2558LB I, II, III, OR IV 10'-0" SW/DW 5.00/400 O" TO 6" 6'-0" 2400 LB I, II, III, OR IV 2400LB I, II, III, OR IV &-W SW 4.00/320 0" TO 6" 6-0" 2029 LB I, II, III, OR IV 2133LB I, II, III, OR IV 6'-W SW 3.001240 0- TO 6- 6'-0. 1658 LB 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 2101-0216 REVIEWED FOR CODE COMPLIANCE 2/23/21 CODE INFORMATION OLE -S IC'N VANUFR CONSTRUCTION PE FIRE PROTECTION FIRE SUPPRE-N SYSTEM oCCOPANCY O"BLE NUMBER OF BTORIEB BASIC IIND SPEED EXPOSURE INTERNAL PRESSURE COEFFICIENT 1. ROD IMPORTANCE FAATOR ROOF D- LOAD Dore DEAD LOAD FLOOR LIVE LOAD I -SF ART - TA ER EU RRICANEP PROTEcnoN usncE reRIGRNE SHELTER SQUARE FOOTAGE GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS 1. 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. TABLE 4A 30" AUGER ANCHOR SPACING - SINGLE WIDE SHED WIDTH LW UPLIFT (PLF) END ANCHOR" MAX. INTERIOR SPACING 13S8" 7.00 243 0'-0" TO 3SO" 10'1" 11'-8" 6.00 208 0'-0" TO T-0" 10'1" 10'-0" 5.00 174 0'-W TO TBO" 10'-0" 8'-0" 4.00 138 0'-0" TO T-0" 10'1" 6'-0" 3.00 104 UPO" TO 3SO" 10'1" TABLE 4B 30" AUGER ANCHOR SPACING - DOUBLE WIDE SHED WIDTH LW' UPLIFT (PLF) END ANCHOR'* MAX. INTERIOR SPACING' 20'-0" 10.00 400 1 0'-W TO T-0" SOO" * LOAD WIDTH 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 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. 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 FBCENERGY CONSERVATION CONSERVATION CODE PER SECTION 'ssoHA' 1015.22 3. REFER TO TIE -DOWN DETAILS FOR PROPER Digitally signed b INSTALLATION REQUIREMENTS TO MEET CODE. g y Julio Orbegoso Date: 2021.01.21 16:51:55-05'00' CONSULTING ENGINEER JULIO ORBEGOSO FLORIDA PE LICENSE #38769 MODULAR PLANS DESIGN, CO. MODULAR °FL°R,� '. PLANS DESIGN, CO.