06-5935 - Laserfiche WebLink

Browse Search

~ ~ET UP AND INSTALLATION OF SINGLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. 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 HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UP TO LEVEL, BLOCKED, AND THEN SHIMMED. 3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING. 4. ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED THROUGH THE 2 x 4 BOTTOM PLATE WITH 1/2" AUGER BIT AND THE EYEBOLT IS FASTENED INTO PLACE. THE HOLE IS DUG FOR 30" EARTH ANCHOR AND BACK FILLED. THE EYEBOLT AND AUGER ANCHOR ARE FASTENED WITH 1/2" x 2" BOLT. 5. IF UNIT IS TO BE ATTACHED TO CONCRETE SLAB, THE BUILDING IS SET ON SLAB SHIMMED UP TO LEVEL A 31B" HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE 1-1/2" OFF RIM JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND AN 'L' BRACKET OR SIMPSON STRAP IS PLACED OVER THE 31B" WEDGE ANCHOR, A 1/2" x 2" BOLT IS THEN FASTENED THROUGH THE EYEBOLT AND 'L' BRACKET. 6. IF NO FLOOR UNIT BUILDING IS USED. ANCHOR WITH 318" x 5" WEDGE ANCHOR CENTERED BETWEEN EVERY WALL STUD. SET UP AND INSTALLATION OF DOUBLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS PLACED ON HIGHEST LOCATION ON 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. 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) 1/2" x 4-1/2" BOLT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES LINED UP AND BOLTS PLACED AND TIGHTENED. 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 NOTE 5 FOR SINGLE WIDE INSTALLATION) 5. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. <l ~ 2 x 4 BOTTOM PLATE NAILED TO 2x 6 BASE (1) 318" x 5" (1346# UPLIFT RATING) EXPANSION BOLT INTO CONCRETE SLAB AT SPACING PER TABLE 1 SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE: 1" = 1'..{J" ;.~ .J 2" x 2" SQUARE WASHERS SIMPSON H5-24 .,f 318" x 8" FORGED EYEBOLT 318" x 2 BOLT WITH (2) WASHERS & NUT SIMPSON STRAP (1,200# UPLIFT) (1) 31B" x 3" (1.200# UPLIFT RATING) RED HEAD INTO CONCRETE SLAB AT SPACING (PER TABLE 1) SHED WITH SKID ATTACHED ANCHORED TO CONCRETE SCALE: I" = 1'..{J" GENERAL NOTES & SPECIFICATIONS FOR AUGER 1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE #30 SINGLE HEll> ANCHORS MANUFACTURED BY STYLE CREST OF FREEMONT, OHIO. MAXI UPLIFT 2,000# OR EQUIVALENT. 2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY De, ANCHORS PER TABLE 4 THROUGH THE BOTTOM PLATE. 3. ANCHORS SHALL BE PLACED THROUGH THE BOTTOM PLATE AND FLOC Table 1 Shed Ancoring to Concrete Slab Table Shed Width # Uplift I Side of Shed Anchor Spacing I Side Shed 14'-0" 210 # I LF 5'-8" 14' 12'..{J" 180#/lF 6'-8" 12' 10'..{J" 150 # IlF 8'..{J" 10' B'-O" 120 # IlF 10'..{J" B'- Values from end of joist to centers of (2) 2 x 6 skids only. 14'..{J" wide sheds have Table 3 Support Footing Pad Spacing for Runner Blocking I Shed Description Size Type LW" - PLF 14' SID 4.29' - 343 14' SID 2.71' - 217 12' SID 6.00' "480 10' SID 5.00' "400 8' SID 4.00' " 320 End Pads Max. La, 1.859 # 1,411 # 2,29B # 2,032 # 1,786 # Note: 1. Pad spacing based on 75 PSF live plus 5 PSF dead load and is limited by maxi, 2. Measurements listed above are from end to end of block. Type I II III Pad Dimensions 2"x8'x 16" 2"x 14"x22" 4"x16"xI6" Max. Load- 1,178# 2.450 # 3,600 # Material concrete block quality c< concrete block quality c< concrete block quality c< . Load width on runner. ,. Based on 2,000 PSF allowable soil pressure. Soil pressure shall be verified by fi, Check with engineer if soil pressure is less than 2,000 PSF. SIMPSON HS-24 ~r rJ) GR w J a:: ' :; :i Jl TYPE I OR " CONCRETE PAD WI BLOCKING AS REQUIRED 1/2" x 4" FORGED EYE BOLT SHED WITH SKID ATTACH SCALE: 1" = 1'..()" ~ STR.~P DETAIL SCALE: N.L3.