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DD DD DD TABLE 2A - 165D/170C TABLE 2B — 140C 30" AUGER ANCHOR SPACING 30"AUGER ANCHOR SPACING SHED WIDTH HMuM ANCHOR SHED WIDTH MAXIMUM ANCHOR ��/��TTTTTTryryry SPACING SPACING �..F ne_DOWN 5'IRM BOLTED nWU ".—IN STRAP (1))1.4 SYP/2 ON B'WIDE OR 155. � � UP TO 16'-0" 10'-0" UP TO 16'-0" 10.-0" TV BOOR JOLSf W 1/2'GRADE 6 (�NOTES) (2)7xB OR(D 4v6 P.T.SP/3 SND)9 BOV NNII IVIED WASHERS ALL ELSOICAN BE SET ON GROUND). Tx-DONN STRAP BDLTED TO 7YPE TYPE 1 TYPE 2A 5'-1"TO 20'-0" B'-0" 16'-1"TO 24'-D 8'-0' f1 3 ANCHOR WRH 1/2'GRADE B 30•ITORvGv an' 14OR "-(Ff'(CF 1/24a'U LO)CONCRETE BOLT MNDADM WIN wAGHER$ ANCHOR .O:CHOR /TF i - CODE INFOR TION WEOOE ✓CHDR u wAGHER FOR RDCK/CGRAL FOR SOIIJCUY '-1"TO 24'-0 B'-°" TABLE 1 A 1 20C 1/z'R3 gl tB.)coxcRETE ;{I D A CHORI G TO CO CRETE CODE vERGIwF • : wDGEAI Rwm D-CxANUFL T BILE 2C — 120E ANU AC URCR AD DDRa[A9 (TYPE 3) : a• TYPE 3 TYPE 2BB 30"AUGER ANCHOR SPACING SHED WIDTH MAXIMUM SPACING BUILDING,TYPE DDSID,YA 4•CONCRETE' CONCRETEANCHOR 30•AUGER, MAKIUU ANCHOR SPACING dIGBNG 4'CONCRETE W"EXPANSON ANCNDR SHED WIDTH SPACING ODN4IR000DN TYPE Y-D BOLT FOR SOIL/CIAY 24'-D" 6'-0' HRE PRDiELTON NDNT TYPICAL ANCHOR TYPES UP TO 24'-0" to'-0" 20'-0" 7'-0" HRE SUPPRESSION mTEM Name OCCUPANCY ""'Ant 16'-0" 7'-6' ALUC*ABE NuJoM OF STORES I BAso WIND SPEED V.-1 OAN11"IN 14'-0" 6'-0" EX—RE Oro nE-DOWN sTRAR BOLTED mlm 12'-0" g'_g• ENCLDSURE Dlaa>n iUOR o'"SWAP 1BOL GRAD:TH 6 ((1))4v4 SYP/2 DN 0'WTDE OR l£Si. (1 4.1 SYP/2 ON 8'WIDE OR f6G. DINFWL PRESSURE COEFnCIDR .I-W. I/2'd'4,D00 ICJ CONCRETE 2v4 801E PULE(W,TDRMLY BOLT MINMuI WITH WASHERS (2)L6 DR(1)4ve P.T.SYv/2 Sp05 (2)2"B OR(1)4v6 P.T.Sl'P/2 GKNS BEPoRFANCE FACTOR 1.19 ( DUMBIE WOOD OR P.T.) (NUT A:BOLT OR VD BOLT) ALL ELSE(GN B[GET ON GROUND). ALL Es'E(CAN BE GET ON GROUND). 10'-O" 1O'-B" WEDGE ANCHOR wIIN 2'WASHERCONCRETE TIE-DOWN STRAP SECURED ROOF DFlD LOAD iDP6E ' ME-OWN STRAWPTIFB1OLTED TO TYPE WIN IS)+OO.1.5' - WJ15 - ---`. 3 u1CXOR ULI OPADE s BOLT B'-0" 12'-0' ROOF LIVE LOAD mvi,OR mom FNIT UYD NNW Wlm WASHERS RoOR DEN DFEF LOAD I 1/2YJ'T4AOD L&)CONCRETE 6/8'v JO'EARN;AIN�CFpR 6•-0" 12•-d• EK51NC 4'CONCRETE WEDGE AN CR WIRI 1!- ,E» I:�I DRNEERSIYIEESFOR RRIXSD•K/CORAAYL' R�MBNO *ALM FLOOR,ROD, w TABLE 1 B — 140E 9—RA mGGND EKIGNNO 4'CONCRETE OPI NAL SUPPORT PAD(PT WOOD ANCHORING TO CONCRETE HURRICANE PNOTEOVON USAGE FED CONCRETE BLOCK OR PAD)GPAISD SHED WIDTH IAAXIMUA ANCHOR WRSCANE ENDUE USAGE ND AT W-O'YAK. SPACING SOUME FOOTAGE atv sn rt.GR E� 24'-0" 4'-0' REVISIONS 20'-0" 5'-0' REV DESCRIPTON DATE BY 1 AaO TYPE 2B fiARlD ANC RIP TOED Lb T DR, ID/le/te LRD TIE-DOWN GIMP BOLTED mRV 16•-G" $'-6" S ADDED 1•RGDET sEtrfl,Ass DAP Nn"S Y/ID/f a the TFLUOR JOIGT wWRmN1 1/T GRADE 5 +))4r4 STP 1)ON 6 WIDE OR LESS. a Aam Ipr WtWnzID cia, e/le/le FM 2.4 I E RATE(NA7ALLY (1)4x{SYP�2 ON 8'W1oE OR lFSS. BOLT MDaYLM WIN wASxERG 2)2s6 OR(1)4v6 P.T.SYP/2— i/2'.5'(4.0OO ES.)CONCRETE W1UBlE WOOD OR P.T.) (2 1.8 OR(1)4rB P.T.SYa/2 Sp05 LTSE(CAN BE SET ON OROUNO} 14'-G" 6'-0" . IDDm MI[II DN GdG91D mars e/ID/16 Mre WEDGE ANCHOR WITH 2'WAsrER ) (NUT 4 BOLT OR 2ATAD BOLT) ALL ELSE(dN BE SET ON GROUND). _-_ -__� �• ME=pWN STRAP OR]/16' 12'-0" GALYArIIRID STEEL C)IBtE (SEE NOTES) SIB•.30'FARM AME "OO ` 1/2•x3•(4.000 U3)CONCRETE FO flE/CLA AUGER ME 1 G'-G" B'-6" DI•i^Bf• I(i .•4 CGKRET RDNFDRLED �FAR ROCK/COPAL Dvte: CONCRETE FOUNaATION WEDGE ANCHOR WrtH 2'WASMEP I/t B'-O" 12'-0" )Tl ^� •. a E n,,,NC 4'CO,ORETE OR GPno, 6-G" TT-0" N A EKISIND 4'CONCRETE SUPPORT RD(P.T. 'OONCREIE BLOCK OR SAD)sPAaD AT W! uAK. TABLE 1 C-165D 175C LARK BUILDERS ANCHORING TO CONCRETE SHED WIDTH IAA%TMUM ANCHOR PRINTED COPIES OF THIS 2•WOE 11 GAGE STEEL'C SPACING DOCUMENT ARE NOT GRAOKET nE-DOWN SRRAP nE-DOWN SOLAR 24'-0" V-6" CONSIDERED SIGNED AND BOLTED TrRu FLOOR JasT (1)4v4 SYP 82 ON G'WIDE DR LESS +)4K4 SW/2 ON 8'WIDE OR 1E55. WITH 1/2'GRADE B BRAT [2)NS qi(1)m I.T.SYP�2 SKID6 DOWN STRAP BOLTED TO 2)2ae DR(f)4r6 P,T.SI'j2 SKIDS (SEE NOTES) (1�4.4 SYP/2 2 G'WIDE OR 1E55. SEALED AND THE SHA MINIMUM WIM WAs1ms ALL ELSF(CAy BE SET ON GROUND). GROUND ANTSpR WRH 1/2' FLSE(TY.N BE SET ON GROUND). (2 2U6 OR(1)4a6 P.T.SGR f2). 20'-0" 4•-0, (NUT A BOLT OR 2,1'LAO SOU) GRADE 6 60LT LDNIA M WAINM ALL aa(uN) GET. GROUND). AUTHENTICATION CODE MUST WASH05,ALSO CONDNWUS D TIE-DOWN STRAP BOLT[]TO ATTACHED TO GROUND ANCHOR ROUFID ANCIroR WNN 1/2•aRADE 16'-O" 5'-0" BE VERIFIED ON ANY ON OPPOSITE SDE 5 BOLT HOR WITH wAGIIERG ELECTRONIC COPIES (4.D00 18.)CONCRETE .-., 6/8'.30'FARM ANCHOR I••, 9/8'.30•EARTH AN cxDR: Illlllf WEDGE NK.IIDR WIN 2'WASHER •. • • RIVE E CDR ROCK/CORAL i.l • AUOEit S E FOR SOIL/CRhL I\•U• 12'-O" Y W T . DRIVE 51YLE MR ROCIT/fAIUL . . DRNE STYLE FDR ROIX/CORAL •e �{,i+ Z \ .............. EXISTING 4'[ONCRETE PADLlxmm4'OOAORETE ET SUPPORT ORIOWV.SUPPOFR PAD(N.WOOD, 1 O'-O" 6-0 \\ '� * •.,�Q// PAD(P.T.WOOD.CONCRETE BLOCK OR CONCRETE BLACK CR PAD)SPACED \\'t:.' L\CENSLc ••.,�/i PAD)SPACED AT 6-0'H41L M AT CRET uBKB'-0"TIE—DOWN DETAILS s'-o" 1z-0'TIE-DOWN NOTES: Z41. ANCHppRR SPACING IS DESIGNED AS PER ASCE-7.2. ALL LIFASURE)EMS ARE CENTER-TO-CENTER, 3. TIE-c-DOWN STRAPS TO BE MINIMUM 1-'v 0.035'GALVANIZED STEEL,FEDERAL SPECIFICATIONS OOS-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,.1.5). ��':• STATE 4. ALL EARTH ANCHORS SHALL HAVE A I)IMUM 4,300 ED.CAPACITY. %4 y/1�CNU \ 6. EARED ANCHORS LOCATED AT EACH CORNER,MAXIMUM 16'FROM END(4 WNIMUM PER BUILDING),AND SPACED AS PER TABLE 2AB.0 DEPENDING ON SHED WIDTH,WINO SPEED,AND EXPOSURE ANCHORS NOT NEEDED ON ENDS. U ///Tom`•:/'C'i/IR 7V^ 6 CONCRETE ANCHORS TO BE SPACED AS PER TABLE IAB,C DEPENDING ON SHED WIDTH,WINO SPEED.AND EXPOSURE. 7. CONCRETE ANCHORS TO HAVE A WNIMUM OF 4•COVER(DISTANCE FROM ANCHOR TO EDGE OF CONCRETE).S. ONIVU101 Z // S•••""•••••••••"•'+•G \\ 9. EARTH ANCNIO B�ARFIING D CONPCRETE ANCHORS MAY BE USED IN CONJUNCRON PROVIDED TROT 7HE SAME MAXMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE Matthew Baldwin signed by Matthew 10.CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WRH APPROVED ABS CAP BOARDS(OLIVER TECHNOLGIES.INC.LIODEL/OHCBJ.OTK:02 OR EOUNALEIM Baldwin 11.HOLLOW OR SODD CONCRETE BLOCKS(B'xB'K16')MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48"WITHOUT REINFORCING. _ T w MnTLh.*T.B.1dWi.RE . Baldwin a e• -27 F- FT.ed.Lk.—084608 -04'00' BhB61 AP-1 OF 1