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Home My WebLink AboutMASTER FOUNDATION A1 (1)2"x2" GALVANIZED WASHER WITH y" NUT Y2' THREADED ROD NOTCH OR COUNTERSINK BOLT OPTIONAL FOR "HIGH SET" THRU 2"x4" BOTTOM PLATE 1/2" THREADED ROD T_ 2"x2" GALVANIZED WASHER 1/2"x5" (400 LB) CONCRETE OPTIONAL FOR "HIGH SET" WITH 2 NUT EYES BOLTED TOGETHER WEDGE ANCHOR INTO SLAB WITH Y"x2" BOLT & NUT WITH Y2" COUPLER THRU 2"x4" P.T. BOTTOM PLATE 1l2" COUPLER (2) 2"x2" GALVANIZED WASHERS = (SEE TABLE 1 FOR SPACING) 2"x4" BOTTOM PLATE NAILED U) (2,000LB SHEAR CAPACITY) ^ 4" MIN. TO 2"x6" P.T. BASE w a a 1/2"x12" FORGED EYEBOLT Q - \/ y a 4" MIN > �\ Yz"x 3" (400 LB) CONCRETE WEDGE ANCHOR -----�-- C NCRETE SLAB BY OTHERS ia-----_-_' - _- - SIMPSON A-24 THROUGH LOCAL CODES CONCRETE SLAB BY OTHERS EYES BOLTED TOGETHER W/ 1/2"x2" BOLT & NUT WITH (2)2"x2" GALVANIZED GRADE TYPE I, II, III, OR IV PAD WITH (SEE TABLE 1 FOR SPACING) CLIP OR EQUAL AND JURISDICTION THROUGH LOCAL CODES WASHERS (2,000LB SHEAR CAPACITY) z BLOCKING AS REQUIRE AND JURISDICTION (SEE TABLE 3) 30" EARTH AUGER ANCHOR w SHED WITH SKID SHED WITH 'NO FLOOR' OPTION' (SEE TABLE 4 FOR SPACING) ANCHORED TO CONCRETE ANCHORED TO CONCRETE SHED WITH SKID 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 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 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 3'-6" 13'-8" 280 3'-6" 11'-8" 240 3'-6" 10'-0" 200 3'-6" 8'-0" 160 3'-6" 6'-0" 120 3'-6" 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) �,X#, 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. TABLE 2 SKID RUNNER SPACING* SHED WIDTH X1 X2 X3 13'-8" 1'-101,21., 1'-1q, 1'-10?" 11'-8" 2'-8" 64" 10'4" V-7" 6'-10" 8'-0" 91, 6'-6" 6'-0" 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. ABS PADS REQUIRED ON 1 V-8" AND 13'-8" WIDE SHEDS ONLY. TABLE 3A PAD TYPES TYPE PAD DIMS MAX LOAD* MATERIAL I 2"x8"X16" 1778 LBS N . BL K QUALITY CEMENT AND SAND MIX 11 4"x8"X16" 3500 LBS _UUN . BL K QUALITY CEMENT AND SAND MIX III 16"X16" 3950 LBS ABS PLASTIC PADS IV 8"X8"X16" 1 1900 LBS CONIC. BLOCK QUALITY 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. ABS PADS REQUIRED ON 1 V-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 13'-8" SW/DW 4.15/332 0" TO 6" 6-0" 1936 LB I, II, III, OR IV 1879LB I, II, III, OR IV 1 V-8" SW/DW 6.00/480 0" TO 6" 6'-0" 2558 LB I, II, III, OR IV 2558LB I, II, III, OR IV 10'-0" SW/DW 5.00/400 0" TO 6" 6'-0" 2400 LB I, II, III, OR IV 2400LB I, II, III, OR IV 8'-0" SW 4.00/320 0" TO 6" 6'-0" 2029 LB I, II, III, OR IV 2133LB I, II, III, OR IV 6'-0" SW 3.00/240 0" TO 6" 6'-0" 1658 LB 1 I, II, III, OR IV 1866LB 1 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 30" AUGER ANCHOR (4,725 LB) INSTALLED PER MFRS INSTRUCTIONS. EYELET AT MAXIMUM OF 6" ABOVE GRADE CODE INFORMATION CODE VERSION FBC, 7TH EDITION (2020), ASCE-7-16 MANUFACTURER SUPERIOR SHEDS BUILDING TYPE MANUF. SHED CONSTRUCTION V-B CODE VERSION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NO. OF STORIES 1 BASIC WIND SPEED 180 MPH (VULT) EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEF. +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 10 PSF ROOF LIVE LOAD 20 PSF OR 300LBS FLOOR DEAD LOAD 8 PSF FLOOR LIVE LOAD 75 PSF / 125 PSF "R" RATING (WALL, FLOOR, ROOF) N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE LESS THAN 720 S.F. MODULAR PT. AN.q TIF.RT(tN CC) 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** 13'-8" 7.00 243 0'-0" TO 3'-0" 10'-0" 1 V-8" 6.00 208 0'-0" TO 3'-0" 10'-0" 10'-0" 5.00 174 0'-0" TO 3'-0" 10'-0" 8'-0" 4.00 138 0'-0" TO 3'-0" 10'-0" 6'-0" 3.00 104 0'-0" TO X-O" 10'4" TABLE 4B 30" AUGER ANCHOR SPACING - DOUBLE WIDE SHED WIDTH LW* UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING** 20'-0" 10.00 1 400 1 0'-0" TO 3'-0" 1 5'-0" * 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 FBC ENERGY CONSERVATION CODE PER SECTION 1015.22 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE. MODULAR PLANS DESIGN, CO. 202 DORIS DRIVE., SUITE 105 OFFICE: 863.688.1054 LAKELAND, FLORIDA FAX: 863.688.7118 33813 COLE@MODULARPLANSCO.COM ,,",0 ORS, ? N". 38]89 %Ap s T] or :Fcoam@i' \2 ' �SS�ONAL ECG\ Digitally signed by Julio Orbegoso Date: 2021.02.01 16:42:51-05'00' CONSULTING ENGINEER JULIO ORBEGOSO FLORIDA PE LICENSE #38769