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Home My WebLink AboutHIBISCUS SHED TIE-DOWN-S Master Anchor Plan-Rev3 - Digital SealedTIE -DOWN STRAP BOLTED THRU FLOOR JOIST WITH 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS 1/2"x3" (400 LB.) CONCRETE WEDGE ANCHOR WITH WASHER TIE -DOWN STRAP BOLTED THRU FLOOR JOIST WITH 1/2" GRADE 5 BOLT MINIMUM WITH WASHERS 1/2"x3" (400 LB.) CONCRETE WEDGE ANCHOR WITH U-CHANNEL (TYPE 3) 4" CONCRETE SKID -LESS TYPE (1) 44 SYP #2 ON 8' WIDE OR LESS. (2) 2x6 OR (1) 46 P.T. SYP #2 SKIDS ALL ELSE(CAN BE SET ON GROUND). 4" CONCRETE 2x4 SOLE PLATE (NATURALLY 1/2"x3" (400 LB.) CONCRETE DURABLE WOOD OR P.T.) WEDGE ANCHOR WITH 2" WASHER --�, L GRADE A T_ _4„ 4" CONCRETE FLOOR -LESS TYPE WITH STANDARD BOTTOM PLATE 2x4 SOLE PLATE (NATURALLY DURABLE WOOD OR P.T.) TIE -DOWN STRAP < 4-��4„ (SEE NOTES) _______ a I..L �- 9----- - L . OPTIONAL REINFORCED ^ CONCRETE FOUNDATION a.. (SEE NOTE 1) FLOOR -LESS TYPE WITH STANDARD BOTTOM PLATE TIE -DOWN STRAP (SEE NOTES) SECURED WITH 7-8dx1.5" NAILS 1/2"x3" (400 LB.) CONCRETE WEDGE ANCHOR WITH U-CHANNEL (TYPE 3) TIE -DOWN STRAP (SEE NOTES) (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). 4" CONCRETE 2x4 SOLE PLATE (NATURALLY 1/2"x3" (400 LB.) CONCRETE DURABLE WOOD OR P.T.) WEDGE ANCHOR WITH 2" WASHER GRADE 4 \� 4" CONCRETE FLOOR -LESS TYPE WITH STANDARD BOTTOM PLATE 1/2"x5" (400 LB.) CONCRETE 2x4 SOLE PLATE (NATURALLY WEDGE ANCHOR WITH 2" WASHER DURABLE WOOD OR P.T.) ------------SaNDL— __ --"----9------ Go < OPTIONAL REINFORCED CONCRETE FOUNDATION (SEE NOTE 1) FLOOR -LESS TYPE WITH STANDARD BOTTOM PLATE TIE -DOWN STRAP (SEE NOTES) SECURED WITH 7-8dx1.5" NAILS (1) 4x4 SYP #2 ON 8' WIDE OR LESS. (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS 5/8" x 30" EARTH ANCHOR: ALL ELSE.(CAN BE SET ON GROUND). AUGER STYLE FOR SOIL/CLAY, DRIVE STYLE FOR ROCK/CORAL i)(I FLOOR -LESS TYPE WITH EXTRA 4x6 TO SET WALL ON GROUND TIE -DOWN NOTES: 1. TIE —DOWN STRAPS TO BE 1—j" x 0.035" GALVANIZED STEEL, FEDERAL SPECIFICATIONS QQS-781—H, TYPE-1, FINISH—B, GRADE-1. TIE —DOWN STRAPS AND CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3,150 LB. x 1.5). 2. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY. 3. EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16" FROM END (4 MINIMUM PER BUILDING), AND NOT MORE THAN 10'-0" MAXIMUM SPACING C CENTER ALONG THE SIDES. ANCHORS NOT NEEDED ON ENDS. 4. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1 OR TABLE 2 DEPENDING ON WIND SPEED AND EXPOSURE. 5. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE). 6. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.) 7. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE. 8. 4' THICK 3,000PSI CONCRETE IS THE MINIMUM REQUIRED FOR THIS SHED DESIGN UP TO 14' MAXIMUM WIDTH. TABLE 1 — 160C ANCHORING TO CONCRETE SHED WIDTH MAXIMUM ANCHOR SPACING 14'-0" 9'-6" 12'-0" 10'-0" 10'-0" 10'-6" 8'-0" 111-011 6'-0" 12'-0" TABLE 2 — 200D SHED WIDTH 14'-0" 12'-0" 10'-0" 8'-C" 6'-0" TYPE 1 TYPE 2 30" DRIVE ANCHOR 30" AUGER ANCHOR FOR ROCK/CORAL FOR SOIL/CLAY TYPICAL ANCHOR MAXIMUM ANCHOR SPACING 6'-0" 7'-0" 7'-6" 8'-6" 10'-0" CODE VERSION I MANUFAG I UKLK I SOUTH COUNTRY SHEDS II TYPE 3 ®® ®® a CONCRETE ANCHOR WITH EXPANSION BOLT TY P E S BUILDING TYPE CONSTRUCTION TYPE FIRE PROTECTION FIRE SUPPRESSION SYSTEM OCCUPANCY ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED EXPOSURE ENCLOSURE INTERNAL PRESSURE COEFFICIENT IMPORTANCE FACTOR ROOF DEAD LOAD ROOF LIVE LOAD FLOOR DEAD LOAD FLOOR LIVE LOAD "R" RATING OF WALLS, FLOOR, ROOF MODULES PER BUILDING HURRICANE PROTECTION USAGE HURRICANE SHELTER USAGE SQUARE FOOTAGE TIE -DOWN STRAP BOLTED THRU FLOOR JOIST WITH 1/2" GRADE 5 (1) 4x4 SYP #2 ON 8' WIDE OR LESS. BOLT MINIMUM WITH WASHERS (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS FALL ELSE(CAN BE SET ON GROUND). 5/8" x 30" EARTH ANCHOR: AUGER STYLE FOR SOIL/CLAY,%\I DRIVE STYLE FOR ROCK/CORAL 7. TIE -DOWN STRAP (SEE NOTES) SECURED WITH 7-8dx1.5" NAILS 5/8" x 30" EARTH ANCHOR: AUGER STYLE FOR SOIL/CLAY, DRIVE STYLE FOR ROCK/CORAL OPTIONAL SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8'-0" MAX. (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). OPTIONAL SUPPORT PAD (P.T. WOOD, CONCRETE BLOCK OR PAD) SPACED AT 8'-0" MAX. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES Y-s NONE NONE STORAGE 1 C/D ENCLOSED +/- 0,18 1.15 10PSF 20PSF OR 3001b POINT LOAD 10PSF 5OPSF N/A 1 No No 719 SQ.FT. OR LESS 1 UPDATED FOR R1 PLANS, ANCHOR SPACING 112/13/161 1 2 UPDATED TO 2017 11/11/16 MTB 3 REVISED NOTES 1/20/19 MTB Drown 8/5/15 SOUTH COUNTRY SHEDS THIS ANCHORING PLAN APPLIES TO THE FOLLOWING STATE PLANS: MODEL# STATE PLAN# SCS-B-160C 33162 SCS-B-200D 33163 SCS-G-160C 33164 SCS-G-200D 33165 SCS-M-160C 33166 SCS-M-200D 33167 z Q O z IZ O I U z LLJ Q Matthew T. Baldwin P.E. In Florida License #64608 Sheet: AP-1 OF 1