HomeMy WebLinkAbout416 Orange AveCITY OF SANFORD PERMIT APPLICATION
Application # 'to Q0
i Job Address:
Parcel ID' Zoning:
Submittal Date:
Value of Work: S l0 O O
Histork-Di_strict:_-,
Description of Work: S/1 e;<, i Square Footage . T
.........................................................................................................................
Permit Type: Building ❑ Electrical 0 Mechanical 0 Plumbing ❑ Fire Sprinkler/Alarm ❑ POW 3 099P
Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑
Mechanical: Residential ❑ Non -Residential 0 Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets
Occupancy Type: Residential ❑ Commercial ❑
Industrial ❑
Construction Type: # of Stories: # of Dwelling Units:
Plumbing Repair —Residential ❑ Commercial ❑
Occupancy Use Group(s):
Flood Zone: (FEMA form required)
.....................................................................................
. .. . .... .
Pro6erty4Owner0 Contractor:
Address: Address:
Phone Ye�'%%��'S�'%U�l�-mail Phone: State License Number:
Bonding Company: Mortgage Lender:
Address:
Architect/Engineer:
Address:
Plan Review Contact Person:
Address:
Phone: Fax:
Phone:
Fax:
E-mail:
Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc. '
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR 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: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of pgrmit is verification that ill noti the owner of the property of the requirements of Florida Lien Law, FS 713.
Ile
Signature of Owner/Agent Date Signature of Contractor/Agent
Owner/AgeZse Print Contractor/Agent's Name
Signature of Notary -Stare of Florida Date Signature of Notary -State of Florida
M
29096
Dy COMMISSION # D11
February 25,20
Co ,
Nawy
Date
Date
Owner/Agent is OF r Contractor/Agent is _ Personally Known to Me or 0
Produced] Produced ID r►fYl' s�
APPROVALS: ZON2�0;701 UTIL:
Special Conditions:
Rev 02/2007
FD:
ENG: BLDG:
City of Sanford
Owner/Builder Affidavit
Construction Contracting
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own
contractor with certain restrictions even though you do not have a license. You must provide direct, onsite
supervision of the construction yourself. You may build or improve a one -family or two-family residence
or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not
exceed $75,000. The building or residence must be for your own use or occupancy. It may not be built or
substantially improved for sale or lease. If you sell or lease a building you have built or substantially
improved yourself within 1 year after the construction is complete, the law will presume that you built or
substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an
unlicensed person to act as your contractor or to supervise people working on your building. It is your
responsibility to make sure that people employed by you have licenses required by state law and by
county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to
a licensed contractor who is not licensed to perform the work being done. Any person working on your
building who is not licensed must work under your direct supervision and must be employed by you,
which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for
that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building codes, and zoning regulations.
do hereby state that I am qualified and capable of performing the
requested const ruc '�n involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed b law on the permitted structure.
Owner/Builder Signat e Date
Owner is Personally Known to Me or has Produced ID
Signature of otary—State of Florida Date
My Commission Expires:
1 _EBBI B ON'
MY COMMISSION # DD629096
'^ EXPIRES: February 25, 2011
`C, R. Notary Duc=t Assoc. Co.
I -900 -3 -NOTARY
J .Au t V ely
=TOT
Ernest W! I son
! ` Property Oescriptlon
1�J Lot !0, Block A, FELLOWSHIP ADDITION TO SANFORD,FLORIDA and the
5 North 1/2 of vacaF1
ted street, adjacent on the South side, according
to the plot there for as to recorded In Plat Book B, Page 3,
Public Records of Seminole County, Florlda.
Lot 7
Block A
Lot
p I I Block 1A I 41' I 41-
t— --- — L
Cn
— — — —
4�N o
vZ ,
0fu Lot B
Block A
0 y C N I I Lot !i
,a— -0 = Q Block A
=2NU
fp %AII I I I I IW
O E5 L - 1i >< fence .L s' Inside I Z
j Q o ler'pm� dingy=x�x—x_x_X 1 X96'(M) 1171(P)
•p C I I 4a� x�x_x� _ rents .1.6' Instal, Q [ O a m alert road �I I 4� o.ernead I lnn�_ x x x�x� 0, 70roEaet C' M`29' sou;n W
E _U a f0 LL I' I I k fence .1.3' off _ I L
Lot 9Yg¢�i� I fence .l.9• off Z
concrete mock shadX I Q
Block A II I v I C=
'oo Lot 10 zo.o• c : O
Iz Block A
Q) Zr I
y.• Entry o
o •. � m I
m
a. 00' 23. B3' ,
• I I -� concrete 24. sal-
Ul im
RI I I South Line Lot t0• stock A?
fenrens .2. 8' or °'e fence 13.7' Inside Vacated
Z —� X—x_x_XS Sixth S t r e e too,_ o
ft7 power pole ri
x_X_ icv fence al.a' Inslde
-a C p 116.96'(N) !17'(p) x
SIXTH STREET fence .3.9' instals —
E o
0-
336 -- -�:
N U p N
grim
N a_ RD
Legend CITY OFS
C 11 Recovered 4'x4' Concrete. Monument.
M d ■ •Set 4'x4' Concrete Monument .LB6300
E t Recovered Nall d Disk as shown This Survey Certified To:
76 V).— � o •Recovered X Cut In concrete First American Title Insurance Company
• Recovered 1' Iron Pipe Not Ernest Wilson
id faEA • Set 1/21 Iron Rod eLB6300 The Money Source, Inc.
id 2., -0'• Light Pole as shown i
—o-•6'Wood Fence —x- •4'Chaln link fence
-Fence to Slab
A•Central Angle L -Arc R•Radlus A/N•Ai ht of Ma
., ] -Concrete Slab A/C•Alr Conditioner (R)•Radlal (NR)•Nnn-Aadialy
(P) -Plat (M) -Measured (C)•Calculated (0) -Deed
POB -Point of Beginning POc•polnt of commencement
wct • deitna11 me signatnn and the original SCALE: 1' • 3420,ig97
POL-Point On Line
.ecce Additl I, andlniUiionoete3i Tri
viz Wit. f.r vii iii : Yu r'ns i)TtUtiliN lvlu
DEPARTMENT
STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
'Dedicated to making Florida a better place: to can home
Thaddew Cohen AtA
sec utY
JED BUSH
Governor
DIVISION OF HOUSING & COMMUNITY DEVELOPMENT
BUILDING CODES &STANDARDS
lel u/-. MW
From:
'N ichacl Ashworth, Manufactured Buildin :s Program Manager
To: Building OOffncials, Mariufacturers & Thi1}c! Party Agencies
Subject: Raised Seals on Plans for Manufactured E iildings
Date: January 13, 2005
Chapter 553, Part I, FS; Rule Chapter 9B-1, FAC; and the Floric! a Building Code do not require
original signed and sealed plans for manufactured (modular) bui dings to be submitted to local
jurisdictions to obtain a building permit. The insignia issued by this Department verifies that the
plans have been reviewed and the buildings inspected by a T1& (1 Party Agency and found
compliant.
However, any code requirements not.completed at the factory a➢ : considered site related and'are
and
subject to local plan review and inspection in accordance with r, c� requirements.iation requirements
nts
sealing of these plans should follow local procedures. All site -r , .eat. d jurisdiction,
(e.g., foundation) are specifically and entirelyreserved to the lo; al authority having j
who may require signed and sealed plans for those items.
,,The State of Florida requires Third Party Agencies to maintain set of signed and scaled plans,
(either hardcopy or electronic) that have been reviewed and approved oved by a Florida licensed ride
Modular Plans Reviewer. Inspection reports conducted at the n anufacturing facility by
licensed Modular Inspectors are also required to be on file. Loc ,1 jurisdictioon file at requirea
copy of the approved plans with the permit application or may :ly on the plans
www florida-bW- in .ori:
If you need additional information, please contact Michael Ash youth at 5.50(922-6075 or E-mail
rnichael.ashworth c@dca.state.fl.us.
cc: Jones, Ila
•4R➢®A 32399-2900
FLO
2555 SHUMARO OAK BOULEVARD $ TALLAHASSEE,
66 FAX: 850.°j11.0781/Suncom 291.0781
Phone: 850.488.9466/Bantam 278.84
lntarnet address: lhtto•/Iwww•dca.st.ite.fl.us
T
Ix 4 BRIDGING
2 x 4 BENT (TYP.)
1 x 4 BRIDGING
SEE DETAIL BELOW
WINDOW OPENING
(2) 2. 6 BEAM MP.
4• ALUMINUM SIOIN
2 x 4 BOTTOM PUT
3W PLYWOOD FLOOn
HURRICANE ANCHORS
(TYP.) USE SIMPSON
LSTA-18 W/ 114 - 16d \
NAILS
2 z 8 SIDERAIL
WALL ANCHOR DETAIL
SCALE: N.T.S.
r-�2 x 6 STUD
2 x 4
t2
1 x 4 BRIDGINGs
�THEADER
-A: £ 2. 4SENT (^rPBlVPYSLOPEAT
KNEE JONT OFMea t2
�
I 3EvT%�p
��' �^ ' =4 BRIDGING
4 STUD TYP)
- _-_ a= 7/4'aLYWOODFLOORCVER
- 2xfiPTP
A-ACI•uENi CETAIIS
GARAGE 7CCR:NSTALJ
I iI all
YAX'MOTH 5-r %; -
�I_
r
E Ni.ANCE DCC RS'.%IZ7H C. -.
.I ?II
aARAGE CCCRS 1
or i
_..__-=OCCRS -
- fVARIESL,�i
a -P CCN1 C- .CCR
`S7 -C
(2} 2 z 4 SPRUCE HEADER 6
_ (2} SXC 22 PINE EACH SIDE
NON LOAD BEARING WHEN
GARAGE DOOR INSTALLED
I x 4 BRIDGING a BENT MP.)
_ 20 GAUGE 3- z T GALV. PRESS
PLATES (2) PER CONNECTION
S
C' TYPICAL SLOPE AT KNEE
`� 12JOINT OF SENT
7- 1 x 4 BRIDGING Q BENT (TYP)
2 x+ BEM FRAMES
CONNECT=D W/ too COMMON
* 1'-T O.C.
2 x 4 BOTTOM PLAT_
"' S;VJF SCI -52. I - SEATACHMENTOETAILS
X. zz z. s
-r--
VARIES 11-T70 :Y4yl -
=CR NFCRMA^CN NOT SHOWN SEE END ELEVATION
E\C °_=•JA'ICN `14TH
_CCR
TWO SKID MCCELS
SCALE: 114• = "a'
oomphwith Lc
�i.le
�\\y �Pdr'aadnOPtC>j
-a
ISOMETRIC OF SHED �� fl�1j�gC dT CriM
�y-2x
SCALE: N.T.S. C'yy{ZractiO3s Tjr-
l.Y r•,r
QCCSlpalt_J
�,' r _ �E
:i
2 x 4
t2
1 x 4 BRIDGINGs
�THEADER
-A: £ 2. 4SENT (^rPBlVPYSLOPEAT
KNEE JONT OFMea t2
�
I 3EvT%�p
��' �^ ' =4 BRIDGING
4 STUD TYP)
- _-_ a= 7/4'aLYWOODFLOORCVER
- 2xfiPTP
A-ACI•uENi CETAIIS
Fir+Rrtint
swolDL�
X•�--u xW
40'-0' MAX. LENGTH PIa7F �- AR:£S Ig'�'0 17--1 -r-
---X 2'-0' O.C. MAX. JOIST SPACING A�pyp' .('t00r I.Ja2Q I S
7 7%r �•'-aCi \-_:w-CN NC- Si• CWN ScE ENC ELEVATION WITH CCCR
rov61 Dau
j '�P'tP-' E\7 E_ `/?-'C`7 =OUR SKID MCCELS
li 4RUNA 1(OY3� of This Douai:. "" dac3 =ot
In--I�n 4x lahaori:m Ot.-r`iT��
§ I I II II II From the rcg5u-w
ten11 of _9P
.t ttu. aye _V _-.,c-<
tLaEc j� ti's
FLOOR FRAMING PLAN
SCALE: 114' = 1'-0•
2,-0'
2.6 P.T.P. PLATES FCR
SHEDS OVER 16' 'N LENG--
314• PLYWOOD FLOORING
A x 4 RUNNER
2 x 4 BOTTOM PLATE (TYP ALL
AROUND)
2. 8 BENT (fYP.I (SEE SIDE
WALL ELEVATION)
SIDE ELEVATION WITH DOORS & WINDOWS
SCALE: 1/1V = V-7
2,-0'
(rip.)
WINUV W I Uuun
2 x A HEADER
2 x 4 BENT (TYP.)
1. 4 BRIDGING
2 x 4 SILL
2 z 4 BOTTOM PLATE
SEE DETAILS FOR
CONNECTION
SEE SIDE ELEVATION WITH DOORS & WINDOWS FOR INFORMATION NOT SHOWN
SIDE ELEVATION
SCALE: 114•• 1'47
1 x 4 BRIDGING
2 X 4 BENT(TYP.)
1 z 4 WIND BRACE (TYP.) AT
FOUR CORNERS 17-C• WIDE
OR GREATER
2 X 4 BOTTOM PLATE
SEE DETAILS FOR
CONNECTION
2x 4SENT
20 GA. 3• x 5• GALV.
' NAILED PLATES (2) PER
CONNECTION FOR HEADER
USE 8d COMMON
S;MPSON •a_5 PLATE W/ �
(8) 104 x 1-1/2• NAILS (2) 2.4 W/ 1/2' PLYWOODTHRU :NTD HEADER .I� I SPACER OR 4x4 12 PIN
ICC x 3' '•Y/ (5) NAIL 7 EACH
END SIMPSON MS -24 W/ 5&5
16d NAILS ®2x4 FRAME
TYPE 1 SEC11ON THRU HFADER
SCALE 1 1?
2 s a BENT
1 20 GA. 3• x 5' GALV.
'L.. NAILED PLATES (2) PER
V : \ CONNECON FOR HEADER
USE 80 COMMON
5x4 12 PINE. 2x4 NAILED
SIMPSCN -+r 35 "LATE w/ 70 BOTTOM w/ (2) It6a
(8) :Cd x I-1/2• NAILS I• •� I^ COMMON NAILS 0 16• O.C.
THRU NTC ^FADER W/ (5)
'Ca x 3• HAIL 0 EACH' � SIMPSCN HS -24 STRAP
uD �• - i�INTERMEDIATE FRAMES OR
1 HEADERS W/ a&4 16d
NAILS 0 2x4 FRAME
SCALE. 11Q•= i"T
4=8d products In
compflance with
Rule 98-72 for
Pi�Ddu&. Approval
�I
I
II I II Z z 3• PRESS PLATES BOTH
i
slD£sALL:olNrs
2z4 CONSTRUCTION
I
I I ALUMINUM ^.CCR SKIN ON
BACK & BACK
-CCR CCNSTRLICTICN
:CP7CNAL)
WRING CIAGRAM
.CPT!CNAL =LEC -8101
SCALE. ;TS.
STALL BE MC:Al
LE'. GA
MR= N/G 'ALLMETAL BOXES
Re �• .z le i • • • : 7.. • 138 . A. •' i• • • a R: it
SIMPSON HS -24
TYPE I OR II CONCRETE PAD
W1 BLOCKING AS REQUIRED
f
tiZ X t FORGED EYE BOLT
SHED W/ SKID ATTACHED
SCALE 1 1? a V -O`
FORGED EYE BOLT OR '/2
THREADED ROO W/
2' X 2• 'MASHER & NUT
(2.000 + CAPACITY)
UPLIFT
SEE STRAP DETAIL
1/2' x 2' BOLT W/ (2)
WASHERS & NUT
(2.000 1 SHEAR
CAPACITY)
GRADE
STRAP DETAIL
SCALE. 114' = t'ir
S
SiNGLE HELIX AUGER ANCHOR
SEE TABLE u FOR SPACING
Z x Z GALV. WASHER
SET UP AND INSTALLATION OF SlnGlt w1uIc on..
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE. PROPERTY LINE ETC.
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE
BUILDING IS BLOCKED ON HIGH SPOT AND LEVELED. THE OTHER ENO OF THE BUILDING IS
BROUGHT UP TO LEVEL AND BLOCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UP
TO LEVEL BLOCKED. AND THEN SHIMMED.
3. AFTER THE BUILDING IS LEVEL. MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
SPACING. A'
4. ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED �`y'
THROUGH THE 2 x 4 BOTTOM PLATE WITH 1 AUGER BIT AND THE EYEBOLT IS FASTENED
WIa*
DI
INTO PLACE. THE HOLE IS DUG FOR 30• EARTH ANCHOR AND BACK FILLED. THE EYEBOLT
AND AUGER ANCHOR ARE FASTENED WITH a SLAB.
BOLT ({ A APPROVE %�L j f r_
5. IF LE IS TO BE ATTACHED RI CONCRETE SUB. THE BUILDING IS SET TE SUB SHF MMEO P (`+ f� �V/ C
UP TO LEVEL. A 718' HOLE IS GRILLED WITH HAMMER GRILL INTO CONCRETE 1-1?OFF RIM
JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND AN -'BRACKET OR
�
SIMPSON STRAP IS PLACED OVER THE 3/8' WEDGE ANCHOR. A 1? x Z BOLTIS THEN
FASTENED THROUGH THE EYEBOLT AND L' SRACXET.
8.
IF NO FLOOR UNIT BUILDING IS USED. ANCHOR WITH 318' x 5' WEDGE ANCHOR CENTERED_
BETWEEN EVERY WALL STUD.
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
2' . = SOUARE WASHERS
3/8• . 2' BOLT W/ (2)
WASHERS &NUT (A-2+
R
IMPS'.u,N A -2A STRAP
L'
(1,2001 OPUFT)
1 I I
(t)3• (1,200p
SIMPSON HS -24
UPLIFT .RATING) EXPANSION
BOLT CR WEDGE ANCHOR
I -.:", a..'.,, �• �!NTO SLAB 0 SPACING
d , 4.. .. J (PER TABLE 1)
SHED WI SKID ATTACHED ACHORED TO CONCRETE
SCALE. I 1r.- - t'4r
ahea Niat. # Uplift / Siae of eencr.ar Sacci^C /e Shea '.Wal Xt X2 X,)
(1) 3/9• x 5' (0001
RATING) WEDGE
T
g•.p irT BNT -
ANCHOR INTO CONCRE_E
SLAB AT SPACING
(PER 'ABLE 1)
B•.p' 160 0 / LF r'-8' 9' I W-6'
Value. fmm end o/ put b Conon o112) 4 %. .kltl• only. IA' -0' wqe anode have (<) sits of .kqa.
NOTCH OR COUNTER SINK
cDle 3 Suoaort Footing Pcc SOcclnc `cr Runner Blocking For Single or Dcuale `Nice
S^ec3
BOLT 7 -RU 2 a +
i
:esCr�a t:on !:c cn. rad Side Runne Inter Tar Siae Rynne
mea
.iz• ' ' L,V' - -I a oda Max. -patio Pp0 •ype POC PCC Tyle
+
2 x 90TTOM PLATE
:NAILED TO 2 + 6 BASE
Re �• .z le i • • • : 7.. • 138 . A. •' i• • • a R: it
SIMPSON HS -24
TYPE I OR II CONCRETE PAD
W1 BLOCKING AS REQUIRED
f
tiZ X t FORGED EYE BOLT
SHED W/ SKID ATTACHED
SCALE 1 1? a V -O`
FORGED EYE BOLT OR '/2
THREADED ROO W/
2' X 2• 'MASHER & NUT
(2.000 + CAPACITY)
UPLIFT
SEE STRAP DETAIL
1/2' x 2' BOLT W/ (2)
WASHERS & NUT
(2.000 1 SHEAR
CAPACITY)
GRADE
STRAP DETAIL
SCALE. 114' = t'ir
S
SiNGLE HELIX AUGER ANCHOR
SEE TABLE u FOR SPACING
Z x Z GALV. WASHER
SET UP AND INSTALLATION OF SlnGlt w1uIc on..
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE. PROPERTY LINE ETC.
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE
BUILDING IS BLOCKED ON HIGH SPOT AND LEVELED. THE OTHER ENO OF THE BUILDING IS
BROUGHT UP TO LEVEL AND BLOCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UP
TO LEVEL BLOCKED. AND THEN SHIMMED.
3. AFTER THE BUILDING IS LEVEL. MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
SPACING. A'
4. ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED �`y'
THROUGH THE 2 x 4 BOTTOM PLATE WITH 1 AUGER BIT AND THE EYEBOLT IS FASTENED
WIa*
DI
INTO PLACE. THE HOLE IS DUG FOR 30• EARTH ANCHOR AND BACK FILLED. THE EYEBOLT
AND AUGER ANCHOR ARE FASTENED WITH a SLAB.
BOLT ({ A APPROVE %�L j f r_
5. IF LE IS TO BE ATTACHED RI CONCRETE SUB. THE BUILDING IS SET TE SUB SHF MMEO P (`+ f� �V/ C
UP TO LEVEL. A 718' HOLE IS GRILLED WITH HAMMER GRILL INTO CONCRETE 1-1?OFF RIM
JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND AN -'BRACKET OR
�
SIMPSON STRAP IS PLACED OVER THE 3/8' WEDGE ANCHOR. A 1? x Z BOLTIS THEN
FASTENED THROUGH THE EYEBOLT AND L' SRACXET.
8.
IF NO FLOOR UNIT BUILDING IS USED. ANCHOR WITH 318' x 5' WEDGE ANCHOR CENTERED_
BETWEEN EVERY WALL STUD.
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1. Blinding ancnan shelf be •matin• nom: Iype 930 single hale eye auger anchor e-flitc-d by Style Creat of Freemont. OH.
Manmum albwable upke 2,OOCa or equwal•nt.
2. Mcnannp aya,am to pmund per local b...g coda (by dealer), Locate anchan per Table 4 through the bahom plate.
3. Annan .hall be Placed lhnugh IM baltom Plate and floor system.
Toole I Shed Ancoring to Concrete Sloo Toole 2 Runner Spacing
ahea Niat. # Uplift / Siae of eencr.ar Sacci^C /e Shea '.Wal Xt X2 X,)
280.1LF .'-T I"T 1•-10 t? ]'611r 6'-1 t'
1Y-0• 24001LF Y-0' 1Z-0' 2'61(1• 1 8'-11•
g•.p irT BNT -
B•.p' 160 0 / LF r'-8' 9' I W-6'
Value. fmm end o/ put b Conon o112) 4 %. .kltl• only. IA' -0' wqe anode have (<) sits of .kqa.
cDle 3 Suoaort Footing Pcc SOcclnc `cr Runner Blocking For Single or Dcuale `Nice
S^ec3
11--rh LuaO & =ca
:esCr�a t:on !:c cn. rad Side Runne Inter Tar Siae Rynne
mea
.iz• ' ' L,V' - -I a oda Max. -patio Pp0 •ype POC PCC Tyle
a a
/ D'• 5' /y3 .77?' =-8 '936. ,I or `1 '87aeIt r
' / �, Z85 ' / 29£ :o }'-}" - '+ 35a 16<U9
Sw
12. SW 5A0' / 401 :0 3V- 5 -4 25554 n dr .0 2558: dor :d
d' S'N a0C' / 3 0) :o `- 5'_a• c9{ .II __.y n cr �n
Notes:
, P -a spacing is end to center of sae.
Pcas other than end baCS spacing is Center t0 center.
_. Use some max. spacing 'or interior runner.
We Pad Dim en sons I Mo., L.ac 'Aai enol
l 2.8'. , 6' 1 778 s cornu bbclt oU.-I cement & cane and
and
II a• x B' x 18' ].500 • can<nu obck aualaY osmem 8 sma
16 tfi' 3950 a ABB pu•tq otic. I
' Load a n on runner.
^ Btie•d on 2.000 PSF albw.ole aad Drsuun. Boil pna.urs shall be venf.tl by (Told pant.meter uat or lona lap report. Check -Rh
engineer it dud pn••ura a 1. than 2.000 PSF.
No..:
t Hollow or Sind concrete clocks may be 3tackec an peas :Of high .is up to 46, max. with out
reinforcing..
2. Paas require. on 72 & 11' -e sneas only.
Spodin e Anchors For Single 'Wide Sheds
Table 4a Anchor 9 Of Auger 9 r iyp
RRR```JJJ
pl
30 c e Auger 4 -Or or 30 -oral Anchor
F_pil
'hea Siz '_w• UaIU: o C^a Ancnar ' recx. her- 9 aha
14'-0' r aD' 243 I'-0• 10 T-01
t 2'-0' 8.00' 208 1'-P to 3'-0• 8' °•
P-0' 10w'
e•o .Woo n9 1•-0•m3'4• 12'6• q
al
Toole 41, Anchor Spacing of Auqer Type Ancnors For Double 'Nide Sheds
SO =ve auger anchor
V
:hea Size) LW' Uplift r'L Ena Ancnar•• Mex. '.n tenor Spdcm ••
R
20'-0' 1
' Land wgth of uprift an runmr. O tJ
s
L
^ oligo anchor. Z
Anchor P.c, pa:
Annr spacing •Kampen: 70' auger at 7/8' x 2J/4's1pensgn ood.. :.
w
A a
Nd..:
1. Anchor spacing is based on 3 second wind gust at 150 MPH per
ASCE 7-98. Catagory 'C•, Importance Factor 0.77• Enclose Building, Q
Q
N.I.P.C. - 0.18.
2. All measurements listed above are Center to center of anchors.
}. The minimum number of augeranchors is (4). (1) ® soon comer of ai
=
shed far sheds less in length than the maximum. _
l7
4. The minimum edge distance for expansion balls is B diameters or 5
Cw
for 3/8• expansion baits.
5. Anchors shall be on side walls except wnen shed is placed next to
existing existing building, in whicn anchors can be placed on end w0115 as close to
_
'tiesas possible��,.,,��,
� ;4,15 "Ito- -✓0E- �� {�e� M
'C
=
A04il =k,. .44 p
FORGED EYE BOLT OR '/2'
THREADED ROD
1? COUPLING
t? x 1 'Z 9017 `NI (2)
WASHERS (2.0000 + SHEAR
CAPACITY)
14r x r FORGED EYE BOLT
3(r HURRICANE ANCHOR
�&I � AUGER ANCHORS AUGER ANCHOR
11A5=
9/10/2003
2/14/2004
10/19/2CO4
11/05/2CO4 .7
12/28/2004
03/09/2005
IM,
SHED DESIGN LOAD REQUIRE ENCS z
for the 2004 Building Cod _
G
Beak 'Mod PrInaturill9 t;,
Fix= 0.0025fi1Kz)(KZO(K(Kd)M"2 roar ASCE 7.98 ^ �
Kt = 0.83 EXPaaun C; Kai = 1.0
Kd = O.B5: I .0.77: V . 158 MPH
qx • 32.04 PSF
W=g2z0.83=2711 PSF
I Malady cane/ thatI hen nvuwed m• f N• .hws. Th.matmaN nu eamDanMaOM•r
eomponen. uard
•a in but manuhciump o
haw Florida Pndllct APPnral as reouxed by Fbnda Sued ft Cairtur oft Rude (Chao.,
9B-72) or wen amity.•....q the RalnnM Method and AYewable Sws• Oe.gn. All matelnd
an campan.Me comply w,h Ne 2001 & 2004 Pard. Budding Cod• of a 150 MPH end
Weedy, base wind pleasure a127.24 PSF. I.O.T7, Encbx.d 8u ki.q, E.OFAW,�C g9.
N.I.P C. = 0.18..yS�e'M�.`w'. Lo 2 end L 01111, f ! Lo
PSF, Fbar Deed •ten > . L I TE C
Main VAnd Foreees Rl. V ystam•
aaa, F SANFIF
Compatt«tte i Ckdding D.W91 (EekatM) PteasYne (PSF)
Z. - f-: Zone wino Arec - -
r. Orn 118 29 10 31 34 -
1 e nn 20 d 17 27 4 20 30 32
5
0 :4 28 50
Z.n Nina Area -1 -, Zane Win. Area
e a leg I_p 10 L 42 q
2& 3 20 r 5s s m
50 a .r 50 2e 3s
Lawreton Benhelf. P. _. 116661
aid -_---- -_---
3 t05
SET UP AND INSTALLATION OF SINGLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC.
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE
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 BUILDING IS BROUGHT UP
TO LEVEL, BLOCKED, AND THEN SHIMMED.
3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
SPACING.
4. ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED
THROUGH THE 2 x 4 BOTTOM PLATE WITH 1/2" AUGER BIT AND THE EYEBOLT IS FASTENED
INTO PLACE. THE HOLE IS DUG FOR 30" EARTH ANCHOR AND BACK FILLED. THE EYEBOLT
AND AUGER ANCHOR ARE FASTENED WITH 1/2" x 2' BOLT.
S. IF UNIT IS TO BE ATTACHED TO CONCRETE SLAB, THE BUILDING IS SET ON SLAB SHIMMED
UP TO LEVEL. A 18" HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE 1-1/2" OFF RIM
JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND ANT: BRACKET OR
SIMPSON STRAP IS PLACED OVER THE 318" WEDGE ANCHOR, A 1/2' x 2" BOLT IS THEN
FASTENED THROUGH THE EYEBOLT ANO'L' BRACKET.
6. IF NO FLOOR UNIT BUILDING IS USED, ANCHOR WITH 318"x 5" WEDGEANCHOR CENTERED
BETWEEN EVERY WALL STUD.
SET UP AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE
WIDE IS PLACED ON HIGHEST LOCATION ON GROUND AND IS LEVELED UP.
2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE
BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CCRRECT SPACING.
3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL
WITH THE FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER
WITH (1) 1/2"x 4-112' BOLT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT
HOLES LINED UP AND BOLTS PLACED AND TIGHTENED. THE REST OF THE BLOCKING IS THEN
COMPLETED. THIS PROCEDURE IS REPEATED, FOR MULTIPLE SECTION SHEDS, UNTIL ALL
SECTIONS ARE IN PLACE.
4. GROUND ANCHORS ARE THEN ADDED. (SEE NOTE 5 FOR SINGLE WIDE INSTALLATION)
5. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT
BRACING IS REMOVED.
2"x 2" SQUARE WASHERS
SIMPSON HS -24
3/8'x 8' FORGED EYEBOLT
3/8' x 2 8OLT WITH (2)-
r % WASHERS & NUT
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1. Building anchors shall be "mobile home" type #30 single helix eye auger anchors manufactured by Style Crest of Freemont, OH.
Maximum allowable uplift 2,000# or equivalent.
2. Anchoring system to ground per local building code (by dealer). Locate anchors per Table 4 through the bottom plate.
3. Anchors shall be placed through the bottom plate and floor system.
Table 1 Shed Ancoring to Concrete Slab
Shed Width
# Uplift I Side of Shed
Anchor Spacing I Side
14'-0'
280 # / LF
4'-3'
12'-0'
240 # / LF
5'-0'
10'-0"
200 # / LF
6'-0'
8'-0'
160 # / LF
T-6"
Table 2 Runner Spacing
Shed Width
X1
X2 X3
14'-0'
1'-101/2"
T-61/2' 6'-11'
12'-0'
2'-6112"
6-11'
10'-0'
V-61/2'
6'-11' -
8'-0'
9"
6'-0' -
values trom end of joist to centers of (2) 4 X 4 skids only. 14'-0' wide sheds have (4) sets of skids.
Table 3 Support Footing Pad Spacing for Runner Blocking For Single or Double Wide Sheds
Notes:
1. Pad spacing is end to center of pad.
2. Pads other than end pads spacing is center to center.
3. Use same max. spacing for interior runner.
Type Pad Dimensions
Max. Load-
Material
1 2" x 8" x 16'
1.778 #
concrete block aualitv cement a sand mix
Maximum Load & Pad Type
Size
Shed Description
Type LW* PLF
Pad
End Pad Max. Spacing
End Pad
Side Runner
Pad Type
Interior
Pad
Side Runner
Pad Type
14'
SW / DW
4.15' 1 332
0 to T-0-
T-8"
1936#
11 or III
1879#
11 or III
14'
SWI DW
2.65'/ 205
0 to 3'-0"
8--0"
1435#
1
1640#
1
12'
SW
6.ao' 1485
2!2-0"
5'-4'
2558#
II or III
2558#
It or III
10'
SW
5.00-1400
0 to 3'-0"
6'-0"
2400#
II or III
24001$
11 or III
8'
SW
4.00'/320 1
0 to T-0"
6'-8"
2029#
II or 111
21334
11 or III
Notes:
1. Pad spacing is end to center of pad.
2. Pads other than end pads spacing is center to center.
3. Use same max. spacing for interior runner.
Type Pad Dimensions
Max. Load-
Material
1 2" x 8" x 16'
1.778 #
concrete block aualitv cement a sand mix
II 4' x 8' x 16'
3,500 #
concrete block quality cement a sand mix
III 16" x 16'
3,950 #
ABS plastic oads
Load wiatn on runner.
^ Based on 2,000 PSF allowable soil pressure. Soil pressure shall be verified by field pentrometer test or soils lab report. Check with
engineer if soil pressure is less than 2,000 PSF.
Notes:
1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48' max. with out reinforcing..
2. Pads required on 12' a 14' wide sheds only.
• SIMPSON A-24 STRAP (1,200#
UPLIFT)
(1) 3/8" x 3" (1,200# UPLIFT
-4 RATING) EXPANSION BOLT OR
" WEDGE ANCHOR INTO SLAB
@ SPACING (PER TABLE 1)
SHED WITH SKID ATTACHED ANCHORED TO CONCRETE
SCALE: 1' = 1'-0'
SIMPSON HS -24
TYPE I OR II CONCRETE PAD
W/ BLOCKING AS REQUIRED
112' x 4" FORGED EYE BOLT
GRADE
v
1/2' THREADED ROD W/ 2" x 2"
WASHER & NUT (2,000 +
CAPACITY)# UPLIFT
1/2" x 2' BOLT W/ (2) WASHERS
& NUT (2,000 + SHEAR
CAPACITY)
SEE BUILDING ANCHOR
DETAIL
STRAP DETAIL
SCALE: N.T.S.
2"x 2" GALV. WASHER
1/2' THREADED ROD
112' COUPLING
1/2' x 1-112' BOLT W/ (2)
WASHERS (2,000# + SHEAR
CAPACITY)
112" x 4' FORGED EYE BOLT
30" HURRICANE ANCHOR
CORAL EYE AUGER ANCHOR
SCALE: N.T.S.
SINGLE HELIX EYE AUGER ANCHOR
SCALE: N.T.S.
revised on 12/12/2004
Table 4a Anchor Spacing Of Auger Type Anchors For Single Wide Sheds
Shed Size
j 2
e
SHED WITH SKID ATTACHED
SCALE:
1' = 1'-0'
1/2' THREADED ROD W/ 2" x 2"
WASHER & NUT (2,000 +
CAPACITY)# UPLIFT
1/2" x 2' BOLT W/ (2) WASHERS
& NUT (2,000 + SHEAR
CAPACITY)
SEE BUILDING ANCHOR
DETAIL
STRAP DETAIL
SCALE: N.T.S.
2"x 2" GALV. WASHER
1/2' THREADED ROD
112' COUPLING
1/2' x 1-112' BOLT W/ (2)
WASHERS (2,000# + SHEAR
CAPACITY)
112" x 4' FORGED EYE BOLT
30" HURRICANE ANCHOR
CORAL EYE AUGER ANCHOR
SCALE: N.T.S.
SINGLE HELIX EYE AUGER ANCHOR
SCALE: N.T.S.
revised on 12/12/2004
Table 4a Anchor Spacing Of Auger Type Anchors For Single Wide Sheds
Shed Size
LW
Uplift PLF
30" Eye Auger Anchor or 30" CO Coral Anchor
End Anchor ^ Max. Interior Spacing •••
14'-0'
7.00'
243
1'-0' to T-0" T-1"
1.37
6.00'
208
1'-0' to 3'-0' 8' i"
10--0-
5.00'
174
V-0" to T -O"
28 1 31
4.00
139
(+) I
Table 4b Anchor Spacing Of Auger Type Anchors For Double Wide Sheds
30" Eye Auger Anchor
Shed Size LW I Uplift PLF End Anchor- Max. Interior Spacing
20'-0- 0.00' 1 400 1'-0' to T-0' 1 51-0"
Load width of uplift on runner.
^ Location of end auger or slab anchor.
^• Anchor spacing example: 30' auger or 318' x 2-3/4" expansion bolts
Notes:
1. Anchor spacing is based on 3 second wind gust at 150 MPH, exposure -C' per ASCE 7-98.
For other wind zones multiply interior anchor spacing by the multipliers below.
Wind Zone Multiplier
100
2.25
110
1.88
120
1.56
130
1.37
140
1.16
150
1.00
2. All measurements listed above are center to center of anchors.
3. The minimum number of auger anchors is (4). (1) @ each comer of shed for sheds less in
length than the maximum.
4. The minimum edge distance for expansion bolts is 8 diameters or 5' for 3/8" expansion
bolts.
5. Anchors shall be on side walls except when shed is placed next to existing building, in which
anchors can be placed on end walls as c!ose to sides as possible.
SHED WITH FLOOR REMOVED
ANCHORED TO CONCRETE
SCALE: 1'= 1'-0'
(1) 3/8' x (400# UPLIFT
RATING) WEDGE ANCHOR
INTO CONCRETE SLAB AT
SPACING
(PER TABLE 1)
NOTCH OR COUNTER SINK
BOLT THRU 2 x 4
2 x 4 BOTTOM PLATE NAILED
TO 2x6BASE
I hereby certify that I have reviewed these plans alt with al the buJdrtg materials and
canponents used in the manufactuung of the sheds The materals and components either
have Flonda Product Approval as required by Florida Building Cortvrlssial Rule (Chatter
98-72) or were analyzed using the Rational Method and Allowable Stress Desxgn Ali
materials and ocinoonatLs campy with the Florida Bu i irtg Code !or a 50 .MPH wind
velocty, basic wind pressure of 2724 PSF, I = Q7 Encosed Buiding, Exposure 'C, and
NIPC = ata
Components & Cladding Design Pressures
Zone
Wind Area (+1 I-)
Zone
Wind Area (+) I
120
10
18
29
4
10
31
q32
17 27
20 I
30
50 14 1 26
50
28 1 31
Zone
Wind Area
(+) I
(-)
Zone
Wind Area
(+) I-)
<^a3
10
18 1
60
5
?0
37 42
20 17 55
30
50 14 47
Lawrence E. Bennett, PE $16644
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