HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE LISE ONLY:
DATE FILED: D
PLAN REVIEW FEE: OO RECEIPT NO.:
CONCURRENCY FEE: RECEIPT NO.:
PERMIT NUMBER:
CERT. CAP. NO.:
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
J \� COIi
St. Lucie County Building and Zoning
SCANNL. 2300 Virginia Avenue I�Ll�W
�0RI�1' BY Ft. Pierce, FL 34982-5652
St. Lucie County 772-462-1553
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFORMAT,I{ON
1. LOCATION/SITE ADDRESS: 3 P1211 C4,- C'
2. PROJECT NAME %2—,/-� L, LCz5 &� SITE PLAN NAME:
3. I Y TAX IDAi ! D yak - agpgq --7
4. LEGAL DESCRIPTION (attach extra sheets if necessary): 04- i QC t a4- f,� 7
Lo 3
e
5. PLAT BOOK 6. PAGE NO.�KIQv'
,� ,5_
Aft A9. PARCEL SIZE (ACRES/SQ FT.):. DIMENSIONS,:
)l�Z00 /-4v
10. CU#PLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVIT
11. SETBACKS (ACTUAL) FRONT: BACK: , ' RIGHT SIDE: LEFT SIDE:
12. OF CONSTRUCTION (Check all appropriate boxes /o
L
[ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [I INTERIOR RENOVATION
[ ] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL
[ ] OTHER (SPECIFY) A: a n «aG Tu4.- r ��
13. DESCRIPTION OF PROPOS ` 1SE: Ya-1-aae,
14. OF CONSTRUCTION: C C 15. SF. FT 1 st FLOOR:
16. XE OF CONSTRUCTION: $ y!9 �j 3 �- < < V t- u;s 7 ' - 7 41,
The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a
RECORDED Notice of Commencement must be submitted with this application.
SLCCDV Form No.: 001-02
--0-
- �s-
OWNER INFORMATION
SATE:
P )NE (DAYTIME): ( ) ,j t'rg ,.$ 31 Email:
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE
FILL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY
PHONE (DAYTIME): (_)
CONTRACTOR INFORMATION
f
ST. of FL REG.CERT
BUSINESS NAME:- r'u'4t ! u'9
QUALIFIERS NAME: L- �'
ADDRESS: J-6 -// �v
CITY: Pf - S T • ' —"tti C
C
STATE:
ST. LUCIE COUNTY CERT #:
14d('-'-► .V4C-
pill 4 ej-P
wo
STATE: r— L ZIP: S
PHONE (DAYTIME): F %�2EL %)-3Y6imail:/Lo km is
A HTT/ENGINEER' a f'lL r- .e n G- 27
i!�iDRESS'3 PJJC ��� � •• f
, S cLT/► LI')4 R STATE: ZIP:
PHONE (DAYTIME)` ( ) > 6 i y 27y
BONDING COMPANY:
ADDRESS:
CITY:
MORTGAGE LENDER:
ADDRESS:
CITY:
STATE:
STATE:
ZIP:
ZIP:
IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification
it will be voided and returned to you by mail.
CERTIFICATION:
This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity,
if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all
work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits
may be required for ELECTRICAL, PLUNIBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,
AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application.
St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such
structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply.
The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory
structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non-
residential use.
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO
OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE,
AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS
PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED
CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT
TO ATTACHMENT.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance
with all applicable laws regulating construction and zoning.
STATE OF FLOIQII��
COUNTY OF
The foregoing instrument was acknowledged before
me thi & [ day o �� 20
b
STATE OF FLORI
COUNTY OF--TICIU 9 .
The foregoing instrument was acknowledged before
me this a day o , 20
y
who is personally known or- hasproduced who is personally
"oot
knownn..- or has produced
+�'Q`� as identification. s identificatio O
rgnatu of No ry
Commission No. -. Seal) Commission No. (Seal)
_LO _ :a LORIEA. GEMS-.- �-ifp
*� MY CO&IMp�yLORlEq.
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED: IF APPLYING FOR
THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR.`TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION.
OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS.
For specific instructions see appropriate permit checklist.
OFFICE USE ONLY BP #:
SECTION
TOWNSHIP
J u
RANGE
r
MAP NO.
ZONING
O
LAND USE
�j J
LOT CVG %
f C j f�
TAZ NO.
FLOOD ZONE
FIRM MAP #
IST FLR ELV
MAX HGT
3S
CONST TYPE
OCCUP TYPE
MAX OCCUP
# OF FLRS
WATER
1j
SEWER
SPRINKLERS
STORMWATER
LOT OF REC
Before 1990
LOT OF REC
After 1/1990
LOT SPLIT
REQUIRED
LOT SPLIT
APPROVED
REPORT
HABITABLE
RADON
PERMIT
CODE
AREA
FEE
FEE
(RADON)
LIBRARY
IMPACT,
FEE
PUBLIC BLD
IMPACT FEE
CORRECTION
PUBIC BLD
IMPACT
FEE
PARKS
T
FEE
GENERAL
SCHOOL
IMPACT
FEE
ROAD
IMPACT
FEE
C
Y
N
LAW ENF
IMPACT
FEE
FIREIEMS
IMPACT
D AY
REQUIRED
Y
N
DRIVEWAY
FEE
ADMINISTRATIVE
VARIANCE FEE
FEE
SPECIFY
SUBS
MECHANIC ROOF
ELECTRIC GAS
NON -CONFORMING
LOT OF RECORD
MISCELLANEOUS
FEES
REQUIRED
PLUMBING
FEES
DATE SENT TO ADDRESSING: / /
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 3433667 B 3164 PAGE 2389, Recordei 01/25/11:44 AM
AFTER RECORDINGALrURN"I'O
PERMIT NUMBER:
NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713.
Florida statutes the following information is provided in the Notice of commencement.
1. DESCRIPTIOND�PRQPERTY (Legal description and street address) TAX FOLIO NUMBER: )0/ - Ud�O -800
SUBDIVISION !ESrcres BLOCK TRACT LOT..VL_BLDG UNIT
2. GENERAL DESCRIPTION OF IMPROVEMENT: %s i Q i/ rnw f) /C/ Siic c/
3. OWNER INFORMATION: a. Name- r,
b. Address 3 to :? 009n e/tirtr A// c. interest in property oJell
d. Name and address of fee simple titleholder (if other than owner)
4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: r
5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13 (1)(a) 7., Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER:
N. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section
713.13 (1)(b), Florida Statutes:
NAME, ADDRESS AND PHONE, NUMBER:
9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is
specified) . _, 2C_
Signature of Owner or
Owner's Authorized Officer/Director/Partner/Manager
State of Florida
County 7tp...-p
County of `�'� I
The r going instrument was acknowledged before me this _day of
BY .1J�i10/t
('v ty n�(Type o(auth irity... e.g. Owner, officer, trustee, attorney in fact)
For •lAi1V_la•)pc"t -kR -C-)-rl
(Name of pahy on behalf of whom instrument was executed) Personally Known_ or produced the following type of ID: 1-1
(0e—&MC7llA94L_
?t i r'd4(l
(Printed Name of Notary Public) (Signature o Public)
Under penalties of perjury, 1 declare that I have read the foregoing aid that the facts in it are true to the best of my knowledge and
belief (section 92.525. Florida Statutes).
Signature(s) of Ow (s) or Owner(s)' Authorized Officer/Director/Partner/Manager who signed above:
B By Gc�
Rev. UVRIK1007(R—dlna)
STATE OF FLOR14A
ST. LUCIE COUNTY
THIS IS re, CERTIFY THATTHISISA
TRUE AND CORRFCT COPY -OF THE
ORIGINA-6.I-,
By:
Dat
RMH-5 RU
RMH-5
RU
149
RMH-5 RU
143
RMH-5 RU
34951
Ft Pierce
500 RMH-5 RU
RMH-5 RU 368
PALOMAR ST
RM-5 RU
RMH-5 RU
RMH-5
RU
358
CN
RU
CN RU
348
CN
RU
STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
Dedicated to making Florida a better place to call home"
CHARLIE CRIST THOMAS G. PELHAM
Secretary
Govemor
October 1, 2007
Mr. Alex G. Martens
Superior Sheds, Inc. FILE COnv
2323 S. Volusia Avenue
Orange City, FL 32763
RE: Manufacturer Renewal of Certification, ID MAF-1367 - - Expiration Date: November 09, 2010
Dear Mr. rtens:
It is my pleasure to inform you that Superior Sheds, Inc. - OC located at 2323 S. Volusia Ave, Orange
City, FL 32763, has been approved under the Manufactured (Modular) Buildings Program, as provided
for under Chapter 553, Part I, Florida Statutes, for the manufacture of Storage Sheds and Utility-Misc.
Buildings for installation in Florida.
Design and production of the buildings must be approved for compliance with the current Florida
Building Code (FBC) by your selected Third Party Agency before manufacturing begins. Your Third
Party Agency is a contractor to the Department and has statutory authority and responsibilities that they
must comply with to maintain their approved status. Expect and demand quality plans review and
inspections.
Each FBC change will make your plans obsolete until they have been reviewed, approved and so
indicated [on the cover page of the plans] for compliance with the FBC by your Third Party Agency for
plans review. Please ensure that your plans are in compliance and properly posted on our website to
avoid embarrassing work stoppages in the permitting process. All site related installation issues are
subject to the local authority having jurisdiction.
a
Uriarmounced monitoring visits by the Department's contractor will be made at least annually. Complete
access to your manufacturing facility and records is mandatory to remain. -compliant .with the rules and
regulations of this program.
Please visit our website at www.floridabuilding.org to see valuable information on the Florida
Manufactured Buildings Program.- A copy of this letter must accompany applications for_local building
permits.
Sincerely,
chael D. Ashworth
Manufactured Buildings Program Manager
Cc: Danny Kennemur, NDI
2555 SHUMARD OAK BOULEVARD TALLAHASSEE, FL 32399-2100
Phone: 850-488-8466/SUNCOM 278-8466 Fax: 850-921-0781/SUNCOM 291-0781
Website: www.dca.state.fl.us
COMMUNITY PLANNING AREAS OF CRITICAL STATE CONCERN FIELD OFFICE HOUSING AND COMMUNITY DEVELOPMENT
Phone: 850-488-2356/SUNCOM 278-2356 Phone: 305-289.2402 Phone: 850.488-7956/SUNCOM 278-7956
Fax: 850.488.3309/SUNCOM 278-3309 Fax: 305-289.2442 Fax: 850-922-5623/SUNCOM 292-5623
Property Appraiser - St.Lucie County, FL
Page 1 of 1
PROPERTY RECORD CARD
George V Senor
Record: 1 of 1
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Property Identification
Site Address:
368 PANDORA AV
ParcellD:
1312-701-0080-000-7
Sec/Town/Range:
12 :34S :39E
Account #:
4400 y M
Map ID:
13/12S
Land Use:
Mob Homes
Zoning:
RMH-5
City/Cnty:
ST. LUCIE COUNTY
Ownership and Mailing
Legal Description
V
Owner:
George V Senor Russell
Cross
BEL-AIRE ESTATES BLK 4 LOT 23 (OR 1144-774: 1647-2184)
Address:
118 3rd Ave
(>.
Kingston NY 12401
Sales Information
Assessment Final Total Land and Building
Date
Price Code
Deed
Book/Page
2007 FV: 108600 Land Value: 43200 Acres: 0.27
4/12/2002
2300 04
QC
1647 / 2184
Assessed: 108600 Building Value: 65400
4/9/1998
20700 00
WD
1144 / 0774
Ag.Credit: 0 Finished Area: 1402 SgFt
1/18/1994
17000 00
WD
0882 / 1982
Exempt: 0
12/21/1993
0 01
PR
0879 / 0052
Taxable: 108600
2/1/1983
28000 00
CV
0394 / 2958
Taxes: 2051.12
12/1/1981
24500 00
CV
0367 / 2688
BUILDING INFORMATION
Exterior Features
View:
RoofCover: -
ExtType:
MH1 - ManufacHsel YearBlt: 2004
Grade:
H1 - H1 EffYrBlt: 2004
StoryHght:
0010 - 1 Story No.Units: 1
Interior Features
RoofStruct:
Frame:
PrimeWall:
SecWall:
BedRooms: 0
Electric:
PrmintWall:
FullBath: 0
HeatType:
FHA - FrcdHotAir
AvgHUFI:
1/213ath: 0
HeatFuel:
ELEC - Electric
Prm.Flors: -
%A/C: 100
%Heated:
100
%Sprinkled: 0
Special Features and Yard Items
Land Information
Type Y/S Qty. Units
Qual. Cond.
YrBlt. No. Land Use
Type Measure Depth
1 0200-Mob Homes
205 -Front Ft 90.1 130
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.paslc.org/prc.asp?prclid=131270100800007 1/25/2008
I x A BRIDGING
2 x 4 SENT (TYPJ
1 x 4 BRIOGING
WINDOW OPENING
SEE DETAIL BELOW
2 x 4 BOTTOM PLATE
3W PLYWOOD FLOOR
HURRICANE ANCHORS (TYP.)
USE SIMPSON LSTA-18
W/ 014 -18d NAILS
2 x 8 SIDERAIL
WALL ANCHOR DETAIL
SCALE: N.T.S.
ISOMETRIC OF SHED
SCALE: N.T.S.
4P4* MAX.PACING LENGTH
7-0' O.C. MAX JOIST SPACING
FLOOR FRAMING PLAN
SCALE: i/4-•1'4T
SIDE ELEVATION WITH DOORS & WINDOWS
SCALE 1/4' • V-W
7-0'
(TYP.)
��
SEE SIDE ELEVATION WITH DOORS & WINDOWS FOR INFORMATION NOT SHOWN
SIDE ELEVATION
SCALE IIC • 1'41BE
�\
rc N I
4 a J
e L
ALUMINUM SAVE
ALUMINUM ROOF
W (TYP.)
IN SIDING
4.4 RUNNER
r
II
(2).2 x 8 STUD ADDED WHEN
r
GARAGE DOOR INSTALLED
MAX. WIDTH F-W FOR m
51
ENTRANCE DOORS WIDTH S.
Jr. a 9• FOR GARAGE DOORS &
m
DOUBLE DOORS bm
VARIES
P.T.P.4 x 4 CONNECT FLOOR
Jasr ro RUNNER w/
(2} 2 x 4 SPRUCE HEADER a
(2} Z XW tl2 PINE EACH SIDE
NON LOAD SEARINGWHEN
GARAGE DOOR INSTALLED
1 x 4 BRIDGING b BENT (TYP.)
20 GAUGE T x S GALV. PRESS
PLATES (2) PER CONNECTION
5
TYPICAL SLOPE AT MEE
12JOINT OF BENT
- 1 x 4 BRIDGING 0 BENT (TY0.)
2 14 BENT FRAMES
CON NECrEOWI 10d COMMON
O.O
a a 4 BOTTON PLATE
SIMPSON H524 SEE A'T^^`^�`^ ^^-`•
if-
+ � -Q-
VARIES (8'-0' TO I7-0j
FOR INFORMATION NOT SHOWN SEE ENO ELEVATION
END ELEVATION WITH DOOR TWO SKID MODELS
SCALE: 1/4• • 1'4r
2 x 4 HEADER
125 / s 4 BRIDGING
7
2 x 4 BEM (TYP.)
TYP. SLOPE AT KNEE JOINT OF
12 BEM
1x4 BRIDGING
�- 2x437UO(TYPJ
•3 3/4' PLYWOOD FLOOR OVER
_ (fVP.) 2x8 P.T.P.
S
BEE ATTACHMENT DETAILS
VARIES (6'-G-0• TO 17407
FOR INFORMATION NOT SHOWN SEE END ELEVATION WITH DOOR
END ELEVATION FOUR SKID MODELS
SCALE 1/e' • V•
2x6 P.TP. PLATES FOR SHEDS
OVER 18' IN LENGTH
.I
aw PLYWOOD FLOORING
r
4 x4 RUNNER
y
2 x a BOTTOM PLATE (TYP. ALL
AROUND)
vcJ
cc�CC a,
2 x 6 BEM (TYPJ (SEE SIDE
WALL ELEVATION)'
^.S-,•a
d
-• �
WINDOW / DOOR HEADER
rus
2x4HEADER -
I -'I �e•�-�
-
C:,
--s
2 xa SENT (TYP.)
c"
a
1 .4 AIL
-Q+
2 x4SILL
F
�7�
2.4 BOTTOM PLATE
/•� (r'
R
SEE DETAILS FOR
W
i O7
CONNECTION
IIV",+;
1 x 4 BRIDGING
2 x 4 BENr(rYP.)
1 x 4 WIND BRACE (TYP.) AT
FOUR CORNERS 174T WIDE
OR GREATER
2 x 4 BOTTOM RATE
SEE DETAILS FOR
CONNECTION
CFI.OUTLc WIRING DIAGRAM
(OPTIONAL ELECTRICI
SCALE: N.T.S.
a ALL WIRING SHALL BE MC CABLE 14 GA.
(2)WIRE
WIG. ALL METAL BOXES
l
OUTSIDE WIDTHS:
• 1'a
DOOR CONSTRUCTION
(OPTIONAL)
12" HYDROOENT DETAIL
SCALE I• • t'-0'
D
2 x 4 BENT
2U GA. 3-x S GALV. NAKED
'
PLATES (2) PER CONNECTION
•
FOR HEADER USE Sd COMMON
SIMPSON TP35 PLATE WI (a)
toil x 1 '2 NALB TN1RU INTO
•
(2) 2x4 WI irr PLYWOOD
HEADER WI (5) IGd x 3' NAIL a
�- SPACER OR ax4 p2 RN
EACH END
SIMPSON XS-24 W15a5 t8d
KALB ® 2" FRAME
TYPE I SECTION THRU HEADER
SCALE: 1 1? a 1.4T
2 x 4 BENT
20 GA. 3' x S GALV. NAKED
PLATES (2) PER CONNECTION
FOR HEADER USE 8d COMMON
4x4 tl2 PINE 2X4 NAILED TO
SIMPSON TP35 PLATE W1(8)
,r_ BOTTOM W/ (2)1164 COMMON
tod x 1-1? NAILS THRU INTO
•
NAILS ® IS O.C.
HEADER W/ (S) IW x 3- NAIL ®
EACH END
SIMPSON.. STRAP
INTERMEDIATE FRAMES OR
HEADERS W14&4 16d NAILS
2.4 FRAME
TYPE It SECTION THRU HEADER
SCALE 1-1/2• T40'
7, r SQUARE WASHERS
34' x B' FORGED EYEBOLT
/
&N x i BOLTVW WASHERS
a NUT (A-24 OR
SIMPSON Ado STRAP
F12Q1
(1.2DON UPLIFT)
SIMPSON HS-24
(1) 3/3' a T (1,2000 UPLIFT
RATING) EXPANSION BOLT OR
WEDGE ANCHOR INTO SLAB
SPACING (PER TABLE 11
SHED WI SKID ATTACHED ACHORED TO CONCRETE
SCALE 1-1? • I'HT
(1) aW x S (400N UPLIFT
RATINGI WEDGE ANCHOR
INTO CONCRETE SLAB AT
SPACING
(PER TABLE
tam /
NOTCH OR COUNTER SINK
BOLT THRU 2x4
St LI
FOR C �: 'r�.�"E
REVIEWED BY ' SHED WITH FLOOR I
DATE ! D
PLAN,.
must BE P gip: DR
NO INSPED
SIMPSON HS-24
TYPE I OR If CONCRETE SEQPAD A
w! BLOCKING PED
r xT PRESS PLATES BOTH 1? x r FORGED EYE BOLT
SIDESk-6-
ALL JOINTS HEDIED
SHED WI SKID ATTAC
SCALE 1 1? • 1'4r
2.4 CONSTRUCTION
ALUMINUM DOOR SKINON
FRONT a BACK
N2 P.T.P. 2 X 4 FRAME FRAME
(TYP.)
12-1/40 X 12.11d• ROUGH
OPENING
REMOVE 12.1/4. OF a2 P.T.P
2 X 4 BOTTOM PLATE
STRAP DETAIL
SCALE: 1/4' • 1'-0'
14' P.T.P. FLOOR
I 4
SINGLE HELIX AUGER ANCHOR
SEE TABLE 4 FOR SPACING
SCALE: N.T.S.
2 x 4 BOTTOM PLATE NAILED
TO 2 x 6 BASE
SET UP AND INSTALLATION OF SINGLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FOR
MOVEK46MT TO PLUM OR SQUARE UNIT TO HOUSE. FENCE. PROPERTY LINE M.
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT CF THE GRCUND IS ESTABLISHED i HE
BUILDING IS BLOCKED ON HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS
BROUGHT UP TO LEVEL AND BLOCKED THEN THE CENTER OF THE BUILOING IS BROUGHT UP
TO LEVEL BLACKED. ANO THEN SHIMMED.
1 AFTER THE BUILDING IB LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORREC.
SPACING
4 ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUIDNG. HOLES ARE DRILLED
THROUGH THE 2 x 4 BOTTOM PLATE WITH Irr AUGER BIT AND THE EYEBOLT IS FASTENED
INTO PLACE THE HOLE IS DUG FOR W EARTH ANCHOR AND BACK FILLED. THE EYEBOLT
AND AUGER ANCHOR ARE FASTENED WRH 1? x i BOLT.
S. IF LIMIT IS TO BE ATTACHED TO CONCRETE SLAB. THE BUILDING IS SET ON SLAB SHIMMED
UP TO LEVEL A 3M-HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE 1.10 OFF RYA
JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM RATE AND AN t' BRACKET OR
SIMPSON STRAP IS PLACED OVER THE 3W WEDGE ANCHOR A 1? x1' SOLT IS THEN
FASTENED THROUGH THE EYEBOLT AND t' BRACKET.
G. IF NO FLOOR UNIT BUILDING IS USED, ANCHOR WITH 3W x S WEDGE ANCHOR CENTERED
BETWEEN EVERY WALL STUD.
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1. SuBJhg anchae shall W -mbiW home type #30 *Via ntld aye auger a lbta manufaMM by Style Crnt of F-t. OH.
Me*- a6awat a up8n 2.ODDs Pr aOdtxlem.
Z Andor•g system b I;= Pr local WOdng caAe (by dealer). Locale anchors Par Table 4 Wwgh me EOOam (Nate.
3. AWtxas steal be paced Ovargh the botbm plat aW Aber system.
Table 1 SAW Ar-*V b Cmdr• Sob Table 2 R- Sprig
Steil Wam
tl Uptlt/ sae of
An Swan I Sid-_
14'4Y
2BOM/LF
1'
1741'
240 a ILF
5-0'
10-0'
200 a / LF
5-0-
B-0'
ISO NI LF
T-0'
ahWWatlt
xt
X2
X3
14'4r
1'•10 1?
T-0 1?
i 6-11'
1741
2-0 1?
S-I l'
1g4T
1•-0 lir
8.11
B41'
S
541'
vavo van sin pi Nxw nanmswl<l•... scam u.r. �..' •.....�,,.,,..r r �•--_
Table 3 SupPW FOamg Pee SPadrg br Runner SWd q Fbr Slgle m Double Wide Shaba
I U... w
shut
0aaulP6on
Pad
I EW Pad
I We Burner
PW Tyq
Inlarla
PW
Sb• Runner
PW Type
Sin
T
LW'-PLF
EW Pad
Mac SP-19
14'
SW/DIN
♦.111132
OLO 3'-0'�11-.'
1936N
11aIII
1B79N
Ilalll
14'
SW /DIN
265' 1205
O b 3'4Yta35tl
I
1840N
I
12'
SW
8.00'/680
Obi8oIlalll
1D
SW
5.00'/400
Obi0N
IIor III
B
SW
4.00'/32D
Obi1-20
tl
1 Ilalll
IIaII
No e
1. Peal a wbIV b eW b ndler of pW.
2. PWs omr Dun eW peas apecag b unirb rarer.
3. Uss wane mal spachg fa htedor umar.
TYR Pad Dhunabna I Max. Load" I Mabmal
I rx 8•x 16- 1 1.7780 I oa-e
leo
4x8-x1S 3.5009 W imaran
d 1r.1w I 3.950N lAgSplaWc pWs
• LOW w/dm m rureer.
BaeW m 1.000 PSF aYoawble sd prelaure. Sal prasSae steal W MrRad by lMd penbomabK cal or sob leb spat Orocx Al
ergbl•er a sal Pn Im Is leas ma12,000 PSF.
No :
1. Hollow a Ala mrxXale Np Ja mq WNecked - pWl lah43h was up b 4B-mac win aK mkg Lq..
2. Palo raoulnd m 12' a 14' wide sled! ONy.
Tilde 4e An SpaNq Of Auger Type AnMa! Fw Sh le Wee Shwa
ONCRETE
Bled Sla• LW
Upm PLF
EW Ancrgr^
Mae. Inbna 3Cad
14'-0' 7.00
1
243
1'-0' b 3'-0'
T•1•
17-0• 6.00'
208
/'-0'to 3'4T
8'4'
_-
174.
1:P S-ef
HY
-06'' 4.00'
1>8
I-b a-0'
1z-0•
Table ds Arclwr SpeWg OI A1gr Type ArldiOrs Fa Doude NMs $t1We
FORGED EYE BOLT OR 1?
THREADED Roo W/
eHeAxra. -
2-OoR2•xrSOUAREGALV.
Ud8 PW An3c0horE^e
hrWa sped
S2
STEEL WASHERS
-0L0 4W 11'-0' b 7'47 Sd
(2.000 • CAPACrrO UPLIFT
LOW'Am Of uplift m e-
SEE STRAP DETAIL
L.Po1M ofW emW or slab aodw.
.Aral sparing --VW 3T a agr or 3Wx 23Y• expaobn bolts
IIr x r BOLT W/ (2) WASHERS
a NUT
(ZDOO • SHEAR CAPACITY)
Nr•a
1. Arrl1>spadV b buW m 3 SecoW wYd cast at 150 MPH p•r ASCE 7M Categny'C,
IrrIP011erla FfWdr 0.T7, Erdlxe Bvldlq, NJP.C. • 0.18.
GRADE
2 AI mNWrrlleMe ILdW aWM M dnbrb O•nM d aldlwts
7
YTh.r I* - realer chow arKhasb(l}(1)®each elalw of snap her ah•ds leash
I•ngm man Ole nabW um.
4. TM mhXNNn Wy Aelerin br eawnebn bPNs b 8 drnrr• a S b 3IS algrlMm
bob.
5. ArcJnra steal be m sa• wqb exnpt wren stem le p•Ped ma b ewlag bulONq, h w1Jtl1
andnN on be pane m eW waifs n dose b saes ea PbwNe.
8. Faeoxw• for rod aW wtl• a1M/ be Swle81 TmGrp^' melel b wood fMlrlen NIe1 be
s-Isxr aaauaL
SHED DESIGN LOAD REQUIREMENTS
r B OR r x r SQUARE GALV
for the 2007 Florida Building Code
STEEL WASHERS
S.*Wind Praseln
V • D.00256(K2I(If20KK0)CV-2)(1) Par ASCE 7-058.5.10 Table 5-3
K. O.IS Expocln •C; KL • 1.0
KC• 0.B5: I a ILT7: V- 150 MPH
q • 31M PSF
I ma I hNs mNawad Ihsw parr abnp wM Y bWOIq mwlr®Is and
FORGED EYE BOLT OR 1?
arIle
war mo rb IN.a in vas maWfeduhg ofms eMaa The mleas mnl le pbnerlb aMMr
THREADED ROD
have FIfw peXXXt Appmvd ea r•IUNW by Fora• Buldlng Coca. Rule (Dnepr
9 72)ar wen.1al uWg fhe All-OMpIAl-ba"ab-PP`N •
1?CAIIPLING
comply calm Its 2WT Fbraa BuddhV Cabe 1« a 150 MPH whd veI Ay. vebdh• pasPne
1? s / 1? BOLT WI (21
31.95 PSF, I -0.77. Endbeed BIG*% Expmun-A-,'8-v Y' eW NIP-C. • 0.14• �N
Load a 20 PSF, Deelge Presaurts: Roof Llae LPW • 20 PSF. Rod OaW LO7PPSF,
WASHERS (BOLT • SHEAR
Lly Load • 75 PSF• Flea OSW Load • 5 PSF aW wltll"2005 N-d-al ElMain
���
W W Force RwMN 3ydame
1? x r FORGED EYE BOLT30-HURRICANE
ANCHORComponent
a Qaddlm Daelgn (EBWe) Praasum (PSF)
s . +
CORAL EYE AUGER ANCHOR
N
0810902002
111=002
W 0=03
N14/2D04
10I1912004
111052004
1211B21p4
o3lOwzDos
f 1N920W
02127n0OS
G2L20M
11AI47200a
omtr 00g
Ora