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Home My WebLink AboutMaster Anchoring Plan�O ®® Q®A TABLE 1 - 17 0 D ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING 24'-0" 4'-011 20'-0" 6'-0" TYPE 1 TYPE 2A TYPE 2B 30" DRIVE 30" AUGER 30" AUGER 1 6'-0" 6'-6$ ANCHOR ANCHOR ANCHOR FOR ROCK/CORAL FOR SOIL/CLAY FOR SOIL/CLAY 14'-0" 7'-0" INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 77 11 EYELET AT MAXIMUM OF 6" 12 - 0 8 -O OPTIONAL ABOVE GRADE. 101-011 9'-011 TYPE 3 CONCRETE ANCHOR 1 11 1 11 WITH OR W/O BRACKET 8 —0 10 —0 TYPICAL ANCHOR TYPES 6'-0" 12'-0" O TIE —DOWN STRAP (SEE NOTES) TIE —DOWN STRAP BOLTED TO TYPE 3 ANCHOR WITH 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS 1/2"x3" (400 LB.) CONCRETE WEDGE ANCHOR WITH U—CHANNEL (TYPE 3) (1) 4x4 SYP #2 ON 8' WIDE OR LESS. (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ALL ELSE(CAN BE SET ON GROUND). v e a EXISTING 4" CONCRETE TABLE 2 - 170D 30" AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR SPACING UP TO 16'-0" 16'-1" TO 20'-0" 6'-0" 20' -1 " TO 24' -0" 4'-0" 0 TIE —DOWN STRAP BOLTED THRU FLOOR JOIST WITH 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS (NUT & BOLT OR jx24" LAG BOLT) 1/2" x 30" EARTH ANCHOR WITH EYE HOLE: AUGER STYLE FOR SOIL/CLAY, DRIVE STYLE — FOR ROCK/CORAL . .n REVIEWED FOR G®®ECOMPTy LIANCE S Y O LU CI �- (1) 4x4 ' 3 8' WIDE OR LESS. F(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ALL ELSE(CAN BE SET ON GROUND). 4" CONCRETE OR OPTIONAL SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8'-0" MAX. 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 2. ALL MEASUREMENTS ARE CENTER —TO —CENTER. 3. TIE —DOWN STRAPS CAN BE MINIMUM: 1-4" x 0.035" GALVANIZED STEEL, FEDERAL SPECIFICATIONS QQS-781—H, TYPE-1, FINISH—B, GRADE-1 OR e 1/4" STEEL CHAIN WITH MINIMUM 1,200 LB TENSILE STRENGTH 4. CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3,150 LB. x 1.5). 5. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY. 6. EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16" FROM END (4 MINIMUM PER BUILDING), AND SPACED AS PER TABLE 2A,B,C DEPENDING ON SHtD WIDTH, WIND SPEED, AND EXPOSURE. ANCHORS NOT NEEDED ON 7. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. 8. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE). 9. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.) 10. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE. 11. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOLGIES, INC. MODEL#OTICBI, OTICB2 OR EQUIVALENT) 12. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING. e SMITHBICT CODE VERSION ASCE-7-10 MANUFACTURER SMnHBILT SHEDS AGENCY N/A BUILDING TYPE MANUFACT-RED Bonus R® LA SMRAGE CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY URUfY ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vu-170mph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 3OPSF OR 3DOIb POINT LOAD FLOOR DEAD LOAD 10PSF FLOOR LIVE LOAD 75/125PSF 'R" RATING OF WALLS. FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 718 SOFT, OR LESS 1 I REVISm NDTES & CONCRETE ANCHOR 2/18/19 I A11e 2 2020 FBC 12/2S/20 Mre 7 Z Q J 0 Z_ O 0 1/1/21 Z LE �®10 %116 Ld Matthew T. BaldWin P.E. Florida License #64608 Sheet: AP-1 OF 1 %b II•,_.. ®� o® TABLE 1 - 170D ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING 24'-0,1 4'_011 2 01 _ 011 61 _0,1 TYPE 1 TYPE 2A TYPE 2B 30" DRIVE 30" AUGER 30" AUGER 1 6' — 011 6'-631 ANCHOR ANCHOR ANCHOR FOR ROCK/CORAL FOR SOIL/CLAY FOR SOIL/CLAY 14'-013 7'-0" INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 11 11 EYELET AT MAXIMUM OF 6" 12 —0 8 —0 DPnowLL ABOVE GRADE. 1 01 — 011 Y-011 TYPE 3 CONCRETE ANCHOR 8 1 — 0 11 01 _011 WITH OR W/O BRACKET TYPICAL ANCHOR TYPES 6'-0" 12'-0" TIE —DOWN STRAP (SEE NOTES) TIE —DOWN STRAP BOLTED TO TYPE 3 ANCHOR WITH 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS 1 /2"x3" (400 LB.) CONCRETE WEDGE ANCHOR WITH U—CHANNEL (TYPE 3) (1) 4x4 SYP #2 ON 8' WIDE OR LESS. (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ALL ELSE(CAN BE SET ON GROUND). EXISTING 4" CONCRETE TAB LE 2 - I 70 D 30" AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR SPACING UP TO 16'-0" 8'-0" 16' -1 " TO 20' -0" 6'-0" 20' -1 " TO 24' -0" 4'-0" 0 TIE —DOWN STRAP BOLTED THRU FLOOR JOIST WITH 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS (NUT & BOLT OR jx24" LAG BOLT) 1/2" x 30" EARTH ANCHOR WITH EYE HOLE: AUGER STYLE FOR SOIL/CLAY, DRIVE STYLE FOR ROCK/CORAL (1) 4x4 SYP #2 ON 8' WIDE OR LESS. (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ALL ELSE(CAN BE SET ON GROUND). a e I e 4" CONCRETE OR OPTIONAL SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8'-0" MAX. 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. FILE 1 2. ALL MEASUREMENTS ARE CENTER —TO —CENTER. e 3. TIE —DOWN STRAPS CAN BE MINIMUM: 1-4" x 0.035" GALVANIZED STEEL, FEDERAL SPECIFICATIONS QQS-781—H, TYPE-1, FINISH—B, GRADE-1 OR 1/4" STEEL CHAIN WITH MINIMUM 1,200 LB TENSILE STRENGTH 4. CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3,150 LB. x 1.5). 5. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY, 6. EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16" FROM END (4 MINIMUM PER BUILDING), AND SPACED AS PER TABLE 2A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. ANCHORS NOT NEEDED ON 7. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. 8. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE). s. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.) 10. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE. 11. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOLGIES, INC. MODEL#OTIC61, OTIC82 OR EQUIVALENT) 12. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING. IN,U ST RIE S, INC. CODE VERSION — -7-10 L _ MANUFACTURER SmnmLT SHEDS AGENCY N/A BUILDING TYPE NG RmUF Ueol ORAGE CONSTRUCTION TYPE V-B FIRE PROTECTION NDNE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UnUTY ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Va-170mph EXPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.18 ROOF DEAD;LOAD 10PSF ROOF LIVE LOAD 3OPSF OR 3001b POINT LOAD FLOOR DEAD LOAD IOPSF FLOOR LIVE LOAD 78/125PSF W RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO so ORE FOOTAGE 719 SO M OR LESS VISID CNOTES a< CONCRETE ANCHOR Iz/ie/1s I IAfB II z 20 Fec 12/zs/zo z 7 I SMITHBILT SHEDS II Z y I Ef— 0 Z_ O C) 1/1/21 Z Q LLI �Florida Matthew T. Baldwin P.E. License #64608 < Sheet: AP-1 OF 1