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Home My WebLink AboutTIE-DOWNTIE -DOWN STRAP BOLTED THRU FLOOR JOIST WITH 1/2' GRADE 5 BOLT MINIMUM WITH WASHERS 1/2"x3" (4,000 LB.) CONCRETE WEDGE ANCHOR WITH WASHER EXISTING 4" CONCRETE - - _n_1_- _ - _ - _____ __ TIE -DOWN STRAP (SEE NOTES) TIE -DOWN STRAP BOLTED TO TYPE 3 ANCHOR WITH 1/2' GRADE 6 BOLT MINIMUM WITH WASHERS 1/2'x3' (400 LB.) CONCRETE WEDGE ANCHOR WITH U-CHANNEL (1) 44 SYP #2 ON 8' WIDE OR LESS. ALL E SE(CAN1 KIDS BE SET ON GROUND). (TYPE 3) : a . . EXISTING 4" CONCRETE TABLE 2A — 165D/170C TABLE 2B — 140C 30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING MAXIMUM ANCHOR SHED WIDTHMAXIMUM ANCHOR SHED WIDTH SPACIKG ---SPACING- UP TO 1FIN '-0" a 10'—O" UP TO 16'-0" 10'-0" Cp TYPE 1 V TYPE .4 16'-1" TO 20'-0" 8'-0" 16'-1" TO 24'-0" 8-0 30" 30" DRIVE 30" AUGER ANCHOR ANCHOR �� Q'-1" TO 24'-0' 6'-0" FOR ROCK./CORAL FOR SOIL/CLAY 0♦, �8 - TYPE 3 CONCRETE ANCHOR WITH EXPANSION BOLT TABLE 2C — 120C TYPE 28 30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SHED WIDTH MAXIMUM ANCHOR SPACING FOR SOIL/CLAY rvm -C UP TO 24'-0" TIE -DOWN STRAP BOLTED THRU FLOOR JOIST }�;fTH 1/2" GRADE 5 1 ' WIDE OR LESS. ( ) 4z4 SYP #2 ON 8 46 P.T. SKIDS (1) 4x4 SYP #2 ON 8' WIDE OR LESS. (2) 2x6 OR (1) 46 P-T. SYP #2 SKIDS 1/2'x3" (4,000 LB_) CONCRETE WEDGE ANCHOR WITH 2- WASHER___'� 2x4 SOLE PLATE (NATURALLY DURABLE WOOD OR P.T.) L BOLT MINIMUM WITH WASHERS (NUT & BOLT OR LAG BOLT) (2) 2x6 OR (1) SYP #2 ALL ESE(CAN BE SET ON GROUND). TIE -DOWN STRAP SECURED ALL ESE(CAN BE SET ON GROUND). 4" TIE -DOWN STRAP BOLTED TO TYPE WITH (a) 10130.6" NAILS 3 ANCHOR H�TH 1/2" GRADE 5 GRADE __Q___Y e BOLT MINIMUM WITH WASHERS 1 2"x3" 4,000 LB. CONCRETE / ( ) I�i I 5/8" x 30" EARTH ANCHOR: EXISTING 4" CONCRETE WEDGE ANCHOR WITH U-CHANNEL I I AUGER STYLE FOR SOIL/CLAY, DRIVE STYLE FOR ROCK/CORAL I I . (TYPE 3) e . .. EXISTING 4" CONCRETE OPTIONAL SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8'-0" MAX. TIE -DOWN STRAP BOLTED THRU FLOOR JOIST WITH 1/2" GRADE 6 (1) 44 SYP ON 8' WIDE OR LESS. 1/2%5" (4,000 LB.) CONCRETE 2x4 SOLE PLATE (NATURALLY DURABLE WOOD OR P.T.) (1) 4x4 SYP //2 ON 8' WIDE OR LESS. (2) 2x6 OR (1) 4x6 P_T SYP #2 SKIDS BOLT MINIMUM WITH WASHERS (NUT & HOLT OR 21"LAG BOLT) (2) 2z6 OR (1) 46 P.T. SYP #2 SKIDS 1) ALL ESE(CAN BE SET ON GROUND). WEDGE ANCHOR WITH 2' WASHER ALL ESE(CAN BE SET ON GROUND). I 4„ TIE -DOWN STRAP OR 3/16" -- -------VT e I' - a - `---'�----- GALVANIZED STEEL CABLE (SEE NOTES) - 5/8" x 30" EARTH ANCHOR WITH D!E HOLE: AUGER STYLE pp _e OPTIONAL REINFORCED 1/2"x3" (4,000 LB.) CONCRETE WEDGE ANCHOR WITH 2" WASHER I` I FOR SOIL/CLAY, DRIVE STYLE FOR ROCK/CORAL i�x1 1 CONCRETE FouNOnnoN v IxI l I EXISTING 4" CONCRETE OR OPTIONAL EXISTING 4" CONCRETE SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) S T BY ljly St Lucie County 2" WIDE 11 GAGE STEEL 'L' BRACKET TIE -DOWN STRAP BOLTED THRU FLOOR JOIST WITH (1) 44 SYP N2 ON 8' WIDE OR LESS. TIE -GOWN STRAP BOLTED TO - (1r) 4x4 SYP {/2ON 8 IDELOR LESS. Z�'x-,pRf)'^�4x6 TIE -DOWN STRAP (SEE NOTES) (1) 4x4 SYP y¢2 ON 8' WIDE OR LESS. 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS (2) 2x6 OR (1) 4x6 P.T. SYP $2 SKIDS ALL ELSE(CAN BE SET ON GROUND). GROUND ANCHOR WITH 1/2" P-T.. SYR2 SKIDS AL I'ELISE(CAN�BEiSEP�ON GROUND) ALL ELSE(CANIBE SET ON GROUND). (NUT & BOLT OR 24"LAG BOLT) GRADE 5 BOLT MINIMUM WITH 1r�' WASHERS, ALSO CONNNUOUS AND ATTACHED TO GROUND ANCHOR TIE -DOWN STRAP BOLTED TO GROUND ANCHOR WITH 1/2" GRADE ON OPPOSITE SIDE 5 BOLT MINIMUM WITH WASHERS 1/2"x3" (4,000 LB.) CONCRETE I�,1 5/8" x 30" EARTH ANCHOR: I�iI 5/8" Y. 30" EARTH ANCHOR - WEDGE ANCHOR WITH 2" WASHER I,x�I AUGER STYLE FOR SOIL/CLAY, li AUGER MU FOR SOIL/CLAY, I�z DRIVE STYLE FOR ROCK/CORAL DRIVE STYLE FOR ROCK/CORAL EXISTING 4" CONCRETECONCRETE-OR UPPORT PAD R,:Tr CONCRETE BLOCK OR OPTIONAL SUPPORT PAD WOOD, PAD)D) S SPACED PAD SP Ox OEM i ----�a�, CONCRETE BLOCK OR AT 8'-0" MAX. TABLE 1 A — 120C ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING 24'-0" 20'-0" T-0" 16'-0" 7"-6" 14'-0" 81-0" 12'-0" 10'-0" 10'-6" 8'-0" 12'-0" 6'-0" 12'-0" TABLE 1 B — 140C ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING 24'-0" 4'-0" 20'-0" 51-0" 16'-0" 5-6" 14'-0" 6'-0" 123-0" 7'-6" 10'-0" 8'-6" 6'-0" 12'-0" SHED WIDTH 24'-0" 20'-0" 14'-0" 12'-0" 10'-0" 8'-0" 6'-0" ANCHOR SPACING IS DESIGNED AS PER ASCE-7. ALL MEASUREMENTS ARE CENTER -TO -CENTER. TIE -DOWN STRAPS TO BE MINIMUM 1 x 0.035" GALVANIZED STEEL, FEDERAL SPECIFICATIONS QQS-781-H, TYPE-1, FINISH-B, GRADE-1. TIE -DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3,150 LB. x 1.5). ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY. 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 ENDS. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE). MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.) EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE. 0. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOLGIES, INC. MODEL#OTICBI, OTICB2 OR EQUIVALENT) F1{�" 1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING. C SPACING S-6" 4'-0" 5-6" 7'-0" 8,-0„ 10'-0" 12'-0" CODE VERSION .2(L14lHtGpl`"""latilsvpt�na MANUFACTURER LARK BUILDERS BUILDING TYPE OF CNRED BUILDING RESIOIYiTW. LAWN STORAGE CONSTRUCTION TYPE V-B FIRE -PROTECTION- - -- --- - -NONE- - FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES I BASIC WIND SPEED Vm-120/145/165/175mph EXPOSURE C/o ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.16 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 20PSF OR 3001b POINT LOAD FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD 50PSF 'R' RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SOFT. OR LESS ADDED TYPE 2B EARTH ANCHOR, ADDED LAG BOLT OPT. ADDED 'L' BRACKET SETUP, ABS CAP NOTES ADDED 3/16' GALVANIZED CABLE ADDED NOTE 11 ON STACKING BLOCKS 18 LARK BUILDERS RECEIVED 0 C T v ± 201118 ST. Lucie County, Permitting 5/3/18 Z Q LdMatthew T. Baldwin P.E. I-- Florida License #64608 Q Sheet: AP— 1 OF 1