HomeMy WebLinkAbout%(Field:[Code Permit Doc Type]) TABLE 1 - 160C TABLE 2 - 200D
ANCHORING TO CONCRETE ANCHORING TO CONCRETE_
SHED WIDTH MAXIMUM ANCHOR SHED WIDTH MAXIMUM ANCHOR
SPACING SPACING
TE-DOWN SRUP BOLTED TNRU TE-DOWN STRAP(SEE NOTES) ((1)4.a SYP!2 ON e'WIDE OR lEs. 14'-0" 9'-6' 1 4'-0" 6'-0"
FLOOR JOIST WITH+/2'ED TH 8 SECURED WITH 7-84.1.5'NNLS (2)2.8 OR(1I/�P.T.SYP!2 sKurs I I
eau SNMUN WITH GRACEWASHE
ALL ETMOM BE SET ON GROUND). 12'-0" 10'-0' 12'-0" 7-0"
_T
t/z4s•(4ao u3.)CONtaETE
to'-T 10'-0" 7-0' O
WEDGE ANCHOR WRH WASHED
z•.3•(4aa tBd mNCRETe 8'-0" 7t'-0' 8'-0" 6'-6"
WTDOE//ANCHOR WRH U�'JMIwF1 CODE INFORMATION [m[
(TYPE 3) 6'-0" 12'-0' 6'-0" 10'-0" CONE vERS`DN
WJAiACMBw same laARKr o4ns
4'CONCRETE
rcoNCEETE TYPE 1 TYPE 2 TYPE 3
` «,,, CONsmuClloN TtPE Y-e
SKID-LESS TYPE pp pp pp "�P 0 f1tlN NONC
FIRE svPRE4l)N SYSTEM lul[
AUOWAGAS NLAm W s1a¢s
BAgO Wm SgID V.-11aM�/rOOwn
ENCU
TE-DOWN STRAP BOLTED TGHU 1 4a{STP!2 DN 8•'RIDE OR IESt FNCADSIIAE alaaSO
FUM JOIST=WmI 1/2'GRADE 8 (()) - / W-4m.WN�E Cou"I EN,
BOLT OMNul1 WITH WASHERS (x)Le OR(1)dB P.T.SYP fz SI®S TE-DOWN SWAP i{{11k le
ALL ELSE(OIN BE SET ON GROUND). (SEE NOTES) WPDRTANCE TVDBR
2.4 SOLE PLATE(NANRNLT j1 ROOL DEAD LOAD IDP3
1/2'.3'(400 U8.)CONCRETE DURABLE WOOD OR P.T.) i �'J Rats lAE LOAD
WEDGE ANCHOR WITH 2'WASHER s, BAR OEID 1bn
+/zu'(4oD te.)CONCRETE - "-._ n 30" DRIVE ANCHOR" 30"AUGER ANCHOR�+/ CONCRETE ANCHOR FLaoR LAY:LOAD mess
WEDGE ANCHOR WITH U-Cl1AmVE1 -
(1YPE 3) FOR ROCK/CORAL `>t FOR SOIL/CLAY - WITH EXPANSION BOLT x RATING WALLS.F aaaF ,�
'•I• 4 �4'CONCRETE �''^�` .^'�'' LbBuLEs PER eUEfm 1
4•CONCRETE TYP ='-�`` ES
HaRIMANC PROlO:11OT1 USAGE Na
FLOOR-LESS TYPE HDIwuN[sEtTR w
WITH STANDARD BOTTOM PLATE Sou"RE FOOTAGE 7u m.r.1w Im
/t _.,......_.._.._....,. ....®..H..,.m-................_._.....-._..._......_.-.-_._ .� REVISIONS
..o.� ! EV DESCRIPTION DATE BY
DE-DOWN STRAP SOL.THRU
2a{SOLE PLATE(NATURALLY (1)4.4 SYP f2 ON 8'WDE CR LESS. +YJo/,o ue
t/2•.5'(40O l&)CONCRETE DURABLE WOOD OR P.T.) FLOOR JOIST WITH 1/2•GRADE 5
2.{SOLE PIAIE(NATURALLY WEDGE ANCHOR Wml 2'WASHER BOLT WNaMN WRH WASTERS (27 2.fi GR(1)4.6 P.T.SYP f2 SOOSE
ALL ElSE(GN BE SET ON...). 333t
I/2•cT(400 LA)CONCRETE DUAIAE WOOD OR P.T.) ___ �' )WEDGE ANCHOR WRx 2'WASHER ___ �.=��n �p_
Mie
WDG Le OPiONAL REwFORCED 5/8'.30'D1RM ANCHOR:
\\A. CONCRETE EOUNWnoN AUGER STYLE ibR SOLL/fXAY, B/5/1s
{ CONCRETE (SEE NOTE 1) ORNE STYLE FOR ROCK/CORAL
N/A
FLOOR-LESS TYPE FLOOR-LESS TYPE OPTIONAL S LOCK RAP D)S ACED
CONCRETE BLOCK OR PAD)SPACED SOUTH COUNTRY SHEDS
WITH STANDARD BOTTOM PLATE WITH STANDARD BOTTOM PLATE AT W-O'NAK.
L�,.... r
-------._...Aw.+ .^.. THIS ANCHORwc 4ma4 sr4E wAN1
PLAN APPLIES TO SAL-B-tFOC W+m
THE FOLLOWING SCS-B-xao s1e.T
STATE PLANS: sCS-G_tiKK: Wfea
ss-c-moo WIGS
TIE-DOWN STRAP(SEE NOTES) TIE-DOWN S1HAP(SEE NOTES)
2.4 SOLE PLATE(NATURALLY SECURED WITH 7-8d.1S',LAGS SECURED WRH 7-Bd.1O•NN15 (1)414 SYP/2 ON VOICE OR LESS. sa-N-lax W1e5
DURABLE WOOD OR P.T.) (2) 4.6 P.T.SYP 12 SKIDS 5C5-N-moo W1e7
TEE-DOWN � (1)4.4 SYP f2 ON 6'WIDE OR LESS ALL EUSE(dN BE SET ON GIN)U D).
" (2)2.8 OR(1)14 P.T.SYP 12 SKIDS
ff(SEE NOTES) III
5/6'.30•EARTH ANCHOR: ALL USE(CAN BE SET ON GROUND). is Digitally
AUGER STYLE FOR SO CIAY, iR3 g y
ORNE STYLE FOR ROCK/OORAL 5/8'.30•EARM ANCHOR
V.4 OPTIONAL RDNFORCED AUGER SIYIE R R SOIL/CRAL Z I,F, signed by
••' CONCRETE FOUNDATION ERNE STYLE FOR ROCK/CORAL ;':i
(SEE NOTE 1) �. "`�4,HfW....'-T T[`(a.� Matthew
OPTIONAL SUPPORT PAD(P.T.WOOD.
CONCRETE BLOCK OR PAD)SPACED �[ ?Y `Baldwin
AT 8•_D.NAK °•''tl
Fl OOR-LESS TYPE FLOOR-LESS TYPE _Z _►; • _
WITH STANDARD BOTTOM PLATE WITH EXTRA 4x6 TO SET WALL ON GROUND D_ =a R*•*[ !ve Date:
D {��""
TIE-DOWN NOTES: •' I",
� '' ;L A' Y20.05:24I
1.TIE-DOWN STRAPS N 1E 1-J'.0.0}5•GALVANIZED STEEL FEDERAL SPECIFICATIONS QOS-7B1-H,TYPE-1.FINISH-B.GRADE-1. TIE-DOWN STRAPS Z i/ 6i
AND CONNECTING HARDWARE TO WIVE 4,725 LB.MINIMUM ULTIMATE CAPACITY(3.150 LB..1.5). Q 0:18:55
2.ALL EARTH ANCHORS SHALL HAVE A MINMuM 4.3DD LB.CAPACITY. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND fc, F L
3.EARTH ANCHORS LOCATED AT EACH CORNER,MAXIMUM 16'FROM END(4 MINIMUM PER BUILDING),AND NOT MORE THAN 10'-0'MINIMUM SPACING ON -O4 OO
CENTER ALONG THE SIDES. ANCHORS NOT NEEDED ON ENDS. SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY D_ N j
4.CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1 OR TABLE 2 DEPENDING ON WIND SPEED AND EXPOSURE. � Mallhe*T.Baldwin P.E.
ONCRETE 5.C ANCHORS TO HAVE A MINIMUM OF 4•COVER(DISTANCE FROM ANCHOR TO EDGE OF CONCRETE), ELECTRONIC COPIES FlaHda U.N. 6460a
6.MINIMUM SOIL BEARING OPACITY IS 2.000 PSF(TYP.) Cn
7.EARTH AN AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH
ANCHOR TYPE < Sheet AP-1 OF 1
g.a THICK 3.000PSI CONCRETE IS THE MINIMUM REQUIRED FOR THIS SHED DESIGN UP TO 14'"MUM WIDTH.