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Permit Application Comments
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772)462-1553
Re: responding to plan review comments
Laura Dominguez
7405 Penny Ln
Permit# 2106-0211
Review comments:asking for original tie down instruction
I am responding to the request for original tie down instructions on permit #
2106-0211 at address 7405 Penny Ln. I replied to the email asking for advisement on this
process several weeks ago but did not receive a response so I apologize if I am not doing
this is the correct format, as this is my first permit application. I have attached the tie
down instructions of the Shed given to me by the Manufacturer/Company selling the shed.
d,AV.w e,4
Very truly yours,
Laura Dominguez _.:
Lnj9603@gmail.com
561-676-7877
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TIE-DONN STMP
ROOK JOOT WON
BOLT NWWM'
a3' (1.000 LB.) CONCRETE
NEOGE
ANCHOR MIH 2' NA51ffR
TIE -'SEE SOUP (I) 4a4 SYP /2 ON B' KDE OR LESS. �•
(SCE NOTES) (� L6 OTR (1) 4a6 O.T. STP /2 Eq S
Au ELSE(CAN BE SET ON cm ). TYPE 7A y
TE-DONC ORUP BOLTED r0 1YPE " HYPE /
] ANCHOR wrtN t/2' GRADES W' TROVE ANCH A AUGER
BOLT LOI'mHUN KOH vASNDS
FOR ROCN/FAP.a1 FOR SOR/CUT �
4' CONCRETE /2'.T (4.000 V CONCRETE 1i.1
NEIfOE AN
CNOR WITH U-CHANNEL
OTPE 3) • • . 0- TYPE 3 TYPE 2B
1 4NCNOR M* A
4' EIu511NG CONN.E NON Z W. N 'AN.
2.4 EDIE PATE (NNAALLY
D\WUAIE WOW OR P.T.)
------------
��'r
`pIKTNa 4•
ilE-GOWN SiPAP BOL1
F1DOR JOST WON 1/2"
BOLT MNW W WITH
(NUT h BOLT OR I.
TO-OONN SOUP —TED
3 ANCHOR WITH 1/2'
BOLT MNmUH NOH
1/213" (4,000 t6) CONCRETE
NOX1 ANCHOR NRR 2" MLSNER
1/4'a1j' LVS WIT
O 11' OD. MAX —
AY. -xab P.T. SOLI MT-{
rnoT ______4� .. J.4,
EXOIRIG 4' CONCRETE
lIE-OOIN EDOR
GALVWBED S EL
(WE
I/2"a3" (4.ODO L&) CONCRETE 2a4 SOLE OUTS (NANMLLT I/213' (4.000 IA) CIN
NEOGE ANCHOR KITH 2• MALQ:iR DURABLE HOOD OR P.TJ—F{-4 1fE9GE ANNOR WITH 2' 1
.• - OPRONEL REWTORCED
CONGfR7E FOUNMTION
4a4 SYP /x ON WE NNE OR LESS.
3a8 OR (1) h6 PT. SYP /3 Sg05
ELSE(CAN BE SEf N GROUND). T N-OONN SITUP SECURED
ITN (8) IODa1.3' NulS
) 4a4 SYP /2 ON B' NNE OP LESS
CHIN
STRAP /2- GRACE
10ft OJOIST
R BD IANNWK IMH WASHEIS
O 2a8 OR (1) 4a6 P.T. SYP /2 SODS
I ELSE(GUI BE SEF ON CJtOUNO).
(NUT A: BOLT OR 2j-L. BOLT)
5/B' a W EARTH .CNOR
NBN EYE NCIE NRIISTTIE
fOR SOIL/CUT. DRIVE STYLE
fOP RDCIt/CON&
4' CONCRETE
1N-OOtm siwA BMim TD It) 414 STP N ON W MOE OR LESS TIE IXM STRAP
(5� NOTES)
GROIPU ANCIIOR MM t/3" (ALL ELSEI N(I). SET ON GRO%NDB M
3' ME 11 CAGE STEEL 'L' GRADE 3 BOLT MNONM MTH
BRAOQT TIE-00KN SIWJ MSNOR, ALSO CONINUOUS AND TR-0OKtI SRLW BOLTED TO
BOLTED THW FLOOR J05f (I 414 SYP /1 OR 8' ME OR LAB, ATTACHED TO GROUND ANCHOR GROUND ANCHOR MTn 1/2' GRADE'
1 1/2' GRADE 3 BOLT (x M OR (I) 4a6 P.T. SYP /2 310pS ON OPP0.4fE SCE 3 Da ImdWY WRN NA9RJs
NMIMVY MM WASNERS AI& Pcr(GVR B[ SET ON GRWRA).
(NUT A, BOLT DR 2jvD BOLT) AUGER SL FOR 55011.%OAY, WGER STYLE FOR i_0 MOY, RT
DRNE SIYUE FOR ROCK/CORM. J • • DRNE ME FOR ROOI/CORAL
4.4 BTP /2 ON 8' WE OR LESS
Ed ONLSE(f.W � aSET ON Omwl. OS
OPRONN. SDPPORT PAD (P.T. HOOD.
CONCRETE I—K OR PAD) 9ACED
AT B'-0' MAR
" 4' CONCRETE OR OPTN
IT PAD (P.T. WOOD. CONCRETE
OR PAD) SPACW AT B'-D' NX.
• PAD)'SPALED AT B'-0' YAX.�'� .". - CONCRETE BLOCK M PAD) SPACED
AT 8'-0" Mae
p ISTINZ4'C01.— TIE —DOWN DETAILS
-DOWN NOTES: ,
ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
ALL MEASUREMENTS ARE CENTER -TO -CENTER.
TIE -DOWN STRAPS TO BE MINIMUM 1-+" A 0.035' GALVANIZED STEEL. FEDERAL SPECIFICATIONS ODS-701-H, TYPE -I, FINISH-B, GRADE-1. TIE -DOWN STRAPS OR CABLE ANC
CONNECTING HARDWME TO HAVE 4.725 L8. MUMMUM ULTIMATE CAPACITY (3.180 LB. a 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 MOTH, 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).
TABLE 2B — 140C
30" AUGER ANCHOR SPACING
SHED WIDTH
MA)IIMUM ANCHOR
SPACING
UP TO 16'-0"
10'-0"
16'-1" TO 24'-0
8'—O"
MINIMUM SOIL BEARING CAPACITY IS 2.000 PSF (TYP.)
EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED N CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE.i
CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ASS CAP BOARDS (OLIVER TECHNOMES, INC. MODE&/ODCBI, OTIC82 OR EOUNALENT)
HOLLOW OR SOLID CONCRETE BLACKS (8"a8'K187 MAY BE S7ACKED ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
CODE vER40N
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BOOR DEAD LOAD
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Digitally signed=l
Matthew Baldwii
Date:2021.01.05
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09:33:22-05'00'
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Ld
MallheN T. Baldwin P.E.
FIDdda LIE— 054508
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Sheet: AP-1 OF 1