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TE-DONN SRYP (1) ... STP /2 ON C WOE OR, LLSS �-
(BEE NDTES) (2) 16 OR (1) 4.5 P.T. STP 02 SWE
NL B (_ BE SR ON cROwDI• n,� 1 TYPE 2A�
RE-001•NN SIDP BOLTED TO TYPE kR- DRrvE ]0" AUCUi
a N101ON STn 1/2' D-K s
1 A
BWi MpDI1W YDN NASXTBS AJCNOR NCXOR
FOR ROCK/CORA POR SO./CUT
4' CW[REIE WEO/¢2 ANCION�NIM UcC1 We 1j•`1 DD
(1TPE ])' .• . TYPES TYPE
CMNCBO 3
COSWG 4' CONCRETE RN CULT ON FOR
1/2'4" (4A00 t8.) DONCNEE
MEOGE ANCHOR NRH ]' NASNDN
2N4 SOLE RA1E LLr
WPABIE WOOD OR P.T.)
P.T.)
C#4
TE=WAN Sf1YP BOL1
BOOR JORT NRX 1/2'
BOLT IRNMOM WOW
(NUT BOLT OR L
TO-DONN S1PAP BWlEO
] ANcm6iN - 1/2'
BOLT Lm4MaD1 -
1/2-.]- (4.OD0 UL) I
,'I= -NOR NRH W
1/2'4 (LAW UP.) CONCRETE
WEDGE ANCxOR NDN 2--
1/.•' L.c BWT
12
D I2' O.C. MA2.
2.6 P.T. 501E P41E
K-0GNN SPAS Oil ]/16-
GWAxOEO STEEL CASTE
(SEE WOES)
1/2-.S (4.000 W.) CONCRT[
2.1 SOME PIATC (wNRMLTEvNcRETE
DUPABIL HOOD OR P.T.-I
�MCHOR 2
NEDCE ANDIDR NR1N 2- NASMFIE
F
NIEDGE WRAP MASHER
1
COTTON pEIXFORCID
CONCRETE fWNOAnOX
.
{-84
NRN 1/2" GRADE S BOLT
MEDMW NRN NASNERS
(NO,N BOLT OR 211AD OOLI)
1/T.]- (4,DDO M) CONOREIC
MORE
ANMOR WRN 2' WASHER
ALHY8ASI
MISEMENTS ME CDESICENTER TO -CENT
TIE -DOWN STRAPS TO BE MINIMUM 1-1-
CONNECTING HARDWARE TO HAVE 4.725 LE
ALL EARTH ANCHORS SHALL HAVE A MWIYI
EARTH SPEED. MIDHORS EXPOL E OAT EACH COME
ANCHORS NOT N
CONCRETE ANCHORS TO BE SPACED AS PI
CONCRETE ANCHORS TO VE A MINNUIµ�
YWHOM SOIL BEARING CAPACITY IS 2.000
EARTH ANCHORS AND CONCRETE ANCHORS
CONCRETE BLOCKS CAN BE OPTIONALLY CO
HOL(_OW OR SOW) CONCRETE BLOCKS (8-.
.4 STP 02 ON IF WOE OR fET
2.a OR (1) 4.5 P.T. SVP 12 SKIS
COE(_ BE SET off WOUND).
4.4 STP 12 ON B' WE OR UE.c
L6 DR (1) 4.6 P.T. STIR /2 SKIDS
ElSC(CAI( BE SET ON GROUND). TO-OONN STEM SECUPFD
WDN (B) =4.5- NWL
K-WNx Svv1ORRNNM
414FLOOR
2:8 OR (11 4.6
PTOPILM,B DOLTT LANMIY
INVr A BOLT OR
FLS[ICAN 8E SEE ON PROUNO).
4- CDOREIE
K-GOWN
(SEC
CBNE STYLE FOR ROC
TABLE 2A - 170D
30" AUGER ANCHOR SPAC
SHED WIDTH "'mum AMC
SPA-ING
UP TO 16'-0" 10'-0.
16'-1- TO 20'--0 8-0.
t0'-1" TO 24'--0 6'-0'
TARI F 9C - 1717
SHED WIDTH �'sancwo
UP TO 24'-0" 10'-0-
4.4 STP 12 ON IF WOE OR MS.
2.fi OR (1) 4.6 P.T. SYP 12 SUDS
ELSE(CAN K N ON GNwNEi,
OPIWNAL SUPPORT PAD (P.T. NEED.
CCNCRflE B1DCK OR PAD) SPACED
AT w-o' WY
4.1 STP /2 ON a' WOE OR 1E55.
2.6 OB (1) 4.5 P.T. STP 12,MEES
ELSE(W{ BE SET ON GROUND).
(1) 4N STP 12 ON W ME W IESS.
(2) 2.6 OR (1) 4.6 P.T. SP /2 SEES
LL 6 ASE(_ OE SET ON cRouNv).
- I
"i U-37, � �*
'AC'RNEA
MG T1PE
1/lM ROOOs
NUCRDN TYPE
'ROTECION
.vc
SUPPRESSION sTS1EY
NONE
RAPE NuM6EB OF woRES
WIND SP®
1mn.Dn
URE
SUE
I.V. PREssU E coDE1L
./- o.1a
GXCE fK1011
DEAD LOAD
1oPY
UvE LOAD
]OKE oR M o
oc D LOAD
1aP6i
UJE UMD
DWG OF WALs, 'Look ROOF
N/A
E PEtf BNANO
YJE PPOICCiON U54GE
:ARE SNFDEA US/!E
No
8
VCENSC
NO':BCsoa
RIDP'
-� PAp (P.L NWo cO1X'AflE BLOpt�OW
PAD) EPAFED AT w-w MAx.
DETAILS
OPIIONV. SUPvd+f PAD (I'm NOD,
CONCRETE BIAOI DR PAD) SPKFD
AT aw
/D
Z
11A( C`,�\
1j IIII I 011%��
ODIG 4'CONCRETETIE-DOWN
(s.
DI itall S.1 `,Leal = .
TABLE 26 - 140E °' m
30" AUGER ANCHOR SPACING =
- GALVANIZED STEEL. FEDERAL SPECIFICATIONS OOS-781-H. TYPE-1. RNISN-B, GRADE-1. TIE -DOWN STRAPS OR CABLE AN SHED WIDTH MAXIMUM ANCHOR ��
^�
lid
(�
Z
" •���-,b'`-' -
M� tthew Baldwi
MUM ULTIMATE CAPACITY (1.150 I.B. K 1.5). SPACING � per/` (p O
/t/TJ
m
�
l
�
ON Y 166'MFROIM END (4 MINIMUM PER BLOWING). AND SPACED AS PER TABLE 2AB.0 DEPENDING ON SHED WIDTH. WINO UP TO 16'-O 10'-0
ONI ENDS.O D
� � '�
��
m
O
=
1'-Qy)P
ate. 2021.01
DEPENDING ON SHED WIDTH. WIND SPEED. AND EXPOSURE. m
LE 16*-1* TO 24'-0 8'-0'
COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCREIF).
�� �&
O
O
U
N05
BE USm THAT RAPE SAYE YA%WUM $pACWG IS FOLLOWED FOR FACN ANCHOR TYPE_ REVIEWED Qd ii YY
Z
Q
1 1
09:33:22 -05 00
IN COWUNCTION PROVIDED EF1
WITH APPROVED ADS CAP BOARDS HIGHER TS LG OTICO2 OR E01mWLENT)
AS -
WIT
OUT REOTICBI,
UP TGIES,
MAY BE SUED
ON PADS FOR HIGH SETS UP 48' WITHOUT REINNFORONO I(`��
I
®� � �I�� �
PRIcy
CODE
NTED COPIES OF THIS DOCUMENT ARE NOT CONSIDER D S E
THE SHA AUTHENTICATION CODE MUST BE VE♦ Ot AATI LO �f C 0 ��
LLI
MOIR T. Baldwin P.E.
rlDraD UGDNsa fiafiDB
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