208 Yale Dr - BR08-000640 (SHED) DOCUMENTSApplication #
Job Ad"dress:
Parcel ID: Historic District:
Desc`ripiioa of Work: za2m) Square Footage:
0........................
Permit Type: Building M.- Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential. . Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Witter & Sewer Lines # of Gas Lines
Zoning:
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential Commercial
Occupancy Type: Residential 1( Commercial Industrial Occupancy Use Group(s):
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required )
1................., ../../...............................................................................
Tro e.._..erContractor: r-
Addres"s: a Address: P
VW 3E-mail Bonding Company:
i Address:
Architect/
Engineer:
Address: Plan
Review
Contact Person: Phone: State
License Number: Mortgage Lender:
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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.
IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT. N TI
E: 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 govemmental entities such as water management districts, state agencies, or federal agencies. ance of
permi is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. mer/Agent
Date Signature of Contractor/Agent Date d, Print
O
g e ent's Name r c
i
7 r`rr 10`7 Signature of
Notary -State of Florida Date O Pi
Owner/Agent
is _ Pet enal otvn to Me:.or; Produced ID
C Q'•
C]= APPROVALS: ZONING:
I-ILI °' PTIL: ' D: Print Contractor/
Agent's Name Signature of
Notary -State of Florida Date Contractor/Agent
is _ Personally Known to Me or Produced ID
BLDG. ` G
V% r ENG: 1Special
Conditions:
I'1v:,F tL !, &< C.136-i Rev 07.
07 z cot-^
P;
Zr. 1, n e Iti re '
3
t00
OWNER BUILDER STATEMENT/AFFIDAVIT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here. in part for your information to indicate the authority for exemptions for homeowners
from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE. BUILDING DIVISION TO SIGN THIS DOCUMENT
FSS 489.103 Disclosure Statement
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 supervision 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.
BY SIGNING THIS STATEMENT, 1 ATTEST THAT: (Initial to the left of each statement)
Akk-,)
I UNDERSTAND AND AGREE TO THE EXEMPTION PROVISIONS OF FLORIDA STATUTES 489.103
AS LISTED ABOVE.
I HAVE ACCESS TO THE ADOPTED CODES.
I AM FAMILIAR WITH THE CODE PROVISIONS.
I HAVE ADEQUATE KNOWLEDGE AND QUALIFICATIONS TO SAFELY PERFORM AND DIRECTLY
SUPERVISE THE WORK.
THIS PROPERTY IS NOT AN APARTMENT, CONDOMINIUM OR RENTAL PROPERTY.
THIS STRUCTURE IS NOT BEING BUILT WITH MY INTENTION TO SELL, RENT, OR LEASE.
I UNDERSTAND THAT THERE IS NOT STATED A TIME FRAME TO SELL, RENT OR LEASE AN
OWNER BUILDER STRUCTURE WITHOUT BEING INVESTIGATED.
1 UNDERSTAND THAT FOR ANY UN -LICENSED PERSON I HIRE,1 MUST DEDUCT F.LC.A.,
WITHHOLDING TAX, AND PROVIDE WORKERS' COMPENSATION INSURANCE.
Property Address: l v t 2 ~ r I ( 1772
I, AayLly- do hereby state that I am qualified and capable of
performing the requested construction involved with the permit application filed.
bignatur e
e 'L,
Tr
nirvub
Form of Identification
o SMOst be PtZtc IGn
0
A violation of this exemption'*-_criagidemeanor of
exceeding 1 year and a $.1, 00 fine,n at cil'
jurisdiction shall withhold fina iii rdvaC;-'e,
activity againstainst the owner and an
i,2- r1
Date
Ffirst degree punishable by a term of imprisonment not
o any civil penalties. In addition, the local permitting
permit, or pursue any action or remedy for unlicensed
g work that requires licensure under the permit issued.
Rev. 4/20/07)
Permit #: Project Name:
08-640 1 10 x 12 Shed / Utility / Storage Bldg.
Address:
208 Yale Dr.
Plans Reviewed By:
Richard Denman 01/23/08 407-330-5656
The Permit Is Subject To The Following Comments
THE FOLLOWING ARE STANDARD COMMENTS:
Notice: In addition to the requirements of the Permit, there may be additional restrictions
applicable to this property that may 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.
1. Any connections that may be hidden during the installation shall be inspected prior to covering.
2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent
location and protected from against the elements until all inspections are complete.
3. All permits require final inspection. Failure to do so may result in charges being filed with
the Department of Business And Professional Regulation.
4. Permits shall expire if work has not begun within six months of date of issuance.
5. All 2004 Florida Building Codes are to be complied with.
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 YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES.
a 1 fi-''t C-- r ,
t ! l
try
1gI
PERMIT #
DATE; 02,E
410
OFFICE
LEGAL DESCRIPTION:
Lot 20 Academy Manor Unit Two as recorded in Plat Book
16, Page 24 of the Public Records of Seminole Ccunty, Florida.
P.R.C.
35C 6
Yyi 76,
Ca, F 6'
j
40.
c 7 EJ67 /
Per
Plat , 0, plc
2g'' Op Lot
19 ^ 702 Co 7
S ?6 CO
S2 08 .g I
O
f
L
21 p
Z. 6 / V3S92,
6 P
ill e Based
on theNatio -01 ricePrograp, e +\
9.4, Q "Finri' Map Community - an,, Numr!?albeQ 6 PagetoBDatcd2j7- he above tlescribud M.M. Smiths Subdivisi n % Property is not within a special flood area. P.B.
1, Pg. 55 k Zone, I hereby
certify that the survey represented on this map was made under my direction on the date shownbased on the information furnished to
me as noted and conforms to the 'MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE
STATE OF FLORIDA in accordance with CH. 21 HH-5, Florida Administrative Code and that there is no evidence on
the ground of use of the property which might suggest a possible claim of easement other than those shown on the
survey. The Surveyor has
not abstracyed the !ands shown hereon for easaments and/or rights of way of record. No underground installations
or improvements have been located except as noted. Ecun,=6! Date:
e I1JE3"J Certlllea to Job
No : Scale> / 1 — Marie A.
Thompkins
3 LEGEND i6— Richard
B. WhittakerIronRod -,tLB2108 SOUTHEASTERN SURVEYING & MAPPING CORP. o =Iron Pipe
2601 Wells Avenue, Suite 181 Stewart Title & Guaranty
Co. Pipe Fern Park,
Florida
32730 Network Title 40718343007
J. I. Kislak
MorKgage Corp x CERT: N0. LB
2108 KRN REG151EREOL SURVEYCI
N0.<:
J5 W
r
1 x 4 BRIDGING
2 x 4 BENT (TYP.)
1 x 4 BRIDGING
SEE DETAIL BELO'A
WINDOW OPENINC
2) 2 x 6 BEAM (TYP.
4" ALUMINUM SIDIN
2 x 4 BOTTOM PLAT
314' PLYWOOD FLOOR
HURRICANE ANCHORS
TYP.) USE SIMPSON
LSTA-18 W/ r14 NAILS
2 x 8 SIDERAIL
i
2).2 x B STUD ADDED WHEN
GARAGE DOOR INSTALLED
MAX. WIDTH 5-0' FOR
ENTRANCE DOORS WIDTH T. Z
a " & 9'FOR GARAGE DOORS&
DOUBLE DOORS 0
P.T.P. 4 x 4 CONNECT FLOOR 'qqk-
NNER W/-
2)- 2 x 4 SPRUCE HEADER &
2)- rXfi N2 PINE EACH SIDE _
NON LOAD BEARING WHEN
GARAGE DOOR INSTALLED
1 x 4 BRIDGING 0 BENT (TYPJ
5 20 GAUGE 3'x 5'GALV. PRESS
PLATES (2) PER CONNECTION
5 TYPICAL SLOPE AT KNEE
12 JOINT OF BENT
1 x 4 BRIDGING 0 BENT (TYP.)
Xtl
2 x 4 SENT FRAMES
CONNECTED W/10d COMMON
1'-0' O.C.
2 x 4 BOTTOM PLATE
JOIST TO RUNNER SEEPrrer•uucur ncTAa.9
SIMPSON HS24
TO 12'-M
FOR INFORMATION NOT SHOWN SEE END ELEVATION
END ELEVATION WITH DOOR TWO SKID MODELS
SCALE: 1/4" a 1'-0'
2x 4 HEADER
5
1 x 4 BRIDGING
2 x 4 BENT (TYP.)
TYP. SLOPE AT KNEE JOINT OF
12 BENT
1 x 4 BRIDGING
ISOMETR
f- 2 x 4 STUD (TYp.I
SCALE: N.T.S. ConfrTffCrlOp T m . 3!4' PLYWOOD FLOOR OVER
2 x 8 P.T.P.
gyapp Y2 (TYP.) oc`,..!ry r a SEE ATTACHMENT DETAILS
do, Qampl with L!x
n Menafacaercd Bld. '
Ac sad .A-pt" L"I" and
to rite fQji . Qite rim
IC OF SHED kJh-
WALL ANCHOR DETAIL
SCALE: N.T.S.
A&Ngaabl,
y1Wfps. waci ;r VVxa` -
es
Fin Raring Off" i X+ -X1X'X+ 40'-
0' MAX. LENGTH MAX.
J015T SPACING P^'
n R
INFORMATION D
Apprr•
Floor to
VARIES (
8'-0' TO 17-0') NOT
SHOWN SEE END ELEVATION WITH DOOR Approval
END ELEVATION FOUR SKID MODELS Manf
7 SCALE: 111' = 1'-0'it
Tr'
OE tilts DOC1Lmgn..Z'.'ri on-Lmiu
4x
4 RUNI RrnF s'
i3ptaaDZe O
f plUVS 1Si->j,;3bnFrom OUTSIDEWIDTHS: th_
e1'q-'-''cna Df 0
si
IS
w 2x6
P.T.P. PLATES FOR SHEDS
OVER 46' IN LENGTH N
N w
ax
is,,
pp
3/
4'PLYWOOD FLOORING al 4%
4 RUNNER , r 2
x 4 BOTTOM PLATE (TYP. ALL LpAROUND) T .1•S"S ; U1 2
x fi BENT (TYP.) (SEE SIDE # .- Cg WALL
ELEVATION) 'T ' d FLOOR
FRAMING PLAN 1
i.'-T-T't3- SCALE:
114'-V-Cr 3 •""`fir 2'-
0• TYP.)
r•,
Win, . WINDOW (
DOOR HEADER ``i tY'y.:. WIDE
ARCIi W/ ER OVHANG2
x 4 HEADER e1 4...••_«,^:
SCALE:
1/6' = 1'-0' to
a
Q
SIDE
ELEVATION WITH DOORS & WINDOWS SCALE:
1/4• = 1'4r 2.-
0. SEE
SIDE ELEVATION WITH DOORS & WINDOWS FOR INFORMATION NOT SHOWN SIDE
ELEVATION SCALE:
114' = V-T 2
x 4 0EMT (TYP.I 1
x 4 BRIDGING 2x4SILL
2
x 4 BOTTOM PLATE SEE
DETAILS FOR CONNECTION
68"
4 y,..u. a,
IS-
1
x 4 BRIDGING t.
Y_
2
x 4 BENT 20
GA. 3" x 5" GALV. NAILED
PLATES (2) PER CONNECTION
FOR HEADER USE
8d COMMON SIMPSON
TP35 PLATE W/ 8)
10d x 1-1/2" NAILS 2) 2x4 W/ 1/2' PLYWOOD THRU
INTO HEADER W/ (5) SPACER OR 4x4 #2 PIN 10d
x 3" NAZI ®FEND SHS-24 W/ 5&5 tad NAILS ®
2x4 FRAME TYPE I
SE T10I N THRU PLEADER SCALE: 1
12' = V-0" - 2 x
4 BENT 20 GA.
3" x 5" GALV. NAILED PLATES- (
2) PER CONNECTION FOR
HEADER USE Bid
COMMON 4x4 y2
PINE. 2x4 NAILED SIMPSON TP35
PLATE W/ F_ TO BOTTOM W/ (2) p16d 8) lod
x 1-1/2" NAILS COMMON NAILS 0 16' O.C. THRU INTO
HEADER W/ (5) 10d x
3" NAIL 0 EACH END SIMPSONHS-
24 STRAP INTERMEDIATE FRAMES
OR HEADERS W/
4&4 16d NAILS O
2x4 FRAME TYPE 11
SECTION THR I HEADER SCALE: 1
12• = 1'-0' I products
in Iance With
39-72
fcr bessessesseareasse, 4-
2' x
3' PRESS PLATES BOTH SIDES ALL
JOINTS 2x4 CONSTRUCTION
1 V
ALUMINUM
DOOR
SKIN ON BACK & BACK
2 x
4 BENT(TYP.) , DOOR CONSTRUCTION
x 4
WIND BRACE (TYP.) AT M1. (OPTIONAL) ^ FOUR
CORNERS
12'-T WIDE OR GREATER---
2 x
4 BOTTOM PLATE SEE DETAILS
FOR CONNECTION N
8
II
H
L
II WIRING
DIAGRAM
OPTIONAL ELECTRIC) -
SCALE: N.
T.S. ALL WIRING
SHALL BE MC CABLE 14 GA. 2) WIRE
WIG. ALL METAL BOXES Ea. Iy1
W
Qr1
2" x
2" SQUARE WASHERS 3/8'
x 8" FORGED 3/8"
x 2" BOLT W/ (2) EYEBOLT pWpRRASEEH
EE RS & NUT (A-24 SIMA%0A-24 STRAP 1,200#
UPLIFT) 1) 3/
8' x 3" (1,200r SIMPSON HS-
24 UPLIFT RATING) EXPANSION BOLT OR
WEDGE ANCHOR at . •, x•• `
INTO
SLAB
O SPACING 4 •. ..-' . (PER
TABLE 1) SHED WI
SKID ATTACHED ACHORED TO CONCRETE SCALE: 1
12' - 1'-0- 1) 3/
8' x 5" (400r UPLIFT RATING)
WEDGE ANCHOR INTO
CONCRETE SLAB AT
SPACING PER TABLE
1) NOTCH OR
COUNTER SINK BOLT THRU
2 x 4 1-1/
2- MI 2 x
4 BOTTOMPLATE r NAILED TO
26BASEe •4. SHED
WTH
FLOOR
REMOVED ANCHORED TI CONCRETE SCALE: 1-1/
2 = 1'-0" FORGED EYE BOLT
OR 1/2" THREADED ROD W/
2' X 2"
WASHER & NUT 2,000 + CAPACITY)
UPLIFT SEE STRAP
DETAIL
1/2' x
2" BOLT W/ (2) WASHERS & NUT 2,
000 + SHEAR
SIMPSON KS-24
CAPACITY) GRADE E I
OR
II CONCRETE PAD BLOCKING AS REQUIRED
i x 4'
FORGED EYE BOLT SHED W1 SKID
ATTACHED SCALE: 1 1
rr - V-0' 6 ' STRAP DETAIL
SCALE:
114' = 1'-
0' SINGLE HELIX AUGER
ANCHOR SEE TABLE 4
FOR SPACING 2' x 7
GALV. WASHER JC I ur
A.0 ltYAl A t, t.A l son- - - - 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 TOLEVELANDBLOCKEDTHENTHECENTEROFTHEBUILDINGISBROUGHTUPTOLEVEL, 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 12' AUGER BIT AND THE EYEBOLT IS FASTENED NDI INTO PLACE. THE
HOLE IS DUG FOR 30' EARTH ANCHOR AND BACK FILLED. THE EYEBOLT a AND AUGER ANCHOR
ARE FASTENED WITH 12' x 7 BOLT. SS 5. IF UNIT
IS TO BE ATLLL 1 111 "'JJJ 17TACHED TO CONCRETE SLAB, THEBUILDINGISSETONSLABSHIMMEDZjCUPTOLEVEL. A3/8' HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE 1-1rz' OFF RIM JOIST. THE EYEBOLT IS
FASTENED THROUGH BOTTOM PLATE AND AN L' BRACKET SIMPSON STRAP IS PLACED
OVER THE 3!8' WEDGE ANCHOR, A 12' x 7 BOLT IS THEN FASTENED THROUGH THE EYEBOLT
ANO'L'BRACKET. DOCUMB a. IF NO FLOOR
UNIT BUILDING IS USED, ANCHOR WITH 3r8' x 5' WEDGE ANCHOR CENTERED BETWEEN EVERY WALL STUD.
GENERAL NOTES & SPECIFICATIONS FOR
AUGER ANCHORS 1. Bufdinq anchors shall
bs'mobfe hems type N30 nmgla hall aye auger anchor manufacNrod by Style Crest of Fraemont, OH. Maximum albwabls uptif 2,
000N ar equivalent. 2. Anchoring system to
ground Par local building code (by dealer). Locate anchors per Table 4 through the bottom plate. 3. Anchors shall be
placed through the bottomplate and 9ocr system. Table 1 Shed Ancoring to
Concrete Slab Table 2 Runner Spacing Shed Widtl U lift Side
of eAnchor Spocin Si e 14'-0' 280 N! LF
4'-3' 12'-0' 240 Nl LF
5'-0' 10'-0' 200 N / IF
a,o, g•-0• 1fi0NILF 7'A'
Value. from end of jaiat
to canter of (2) q X 4 skids any. 14'-0' wide sheds have (4) sets of skids. Table 3 Support Footing Pad
Spacing for Runner Blocking For Single or Double Wide Shed Writ 1 X2 X3
1'-10 12' 36 1rz'
8'-11' 1'-812' B'-11' Shed
Des tiers Pad End PodmSidedR
nn Type III ulnPeatlor....SPrJd 1879 RTypeII
or
III Size
T
e
LW' - P EndPad. Max. S acin 14 SW D 4.15' 3
3l to 3 5'-B" 1936 II or 44._._ SW.. D 2:65' 2
T-.to..3. __8'-0"-.. 1435 I 1640 12 SW 6.00 4 0)
to 3 5'-4" 2558 II or III 2558 II or III 10, SW 5.00' 4 m
to 3 6'-0" 2400 II or III 2400 213 M II ar I11 II
or III
8' SW 4.
00' 3 m
to 3- 6'-8" 2029,y II or III Nob.: 1. Pod spacing is end
tocenter of pad. 2. Pads other than end pads
spacing is center to center. 3. Use some max. spacing for
interior runner. Type Pad Dimensions Max. Load Material
I 7 x 8' X 78'
1,778 N roncrota block volt c ment &sand m¢ 18' 3,50u N conbock ualA
c ant 8 sand mbc I...1B' 3,950 N ABgird. pad.
Load,width on runner. 8...d on 2,
000 PSF allowable sal
pressure. Soil pressure shed be verified by fled penrrometer leer or sofa lab report. Check with engineer if sag pressure is leas than 2,
000 PSF, Nobs: 1. Hollow or silid concrete blocks may
bestackedon pads for high Sete up to 48' max. with out reinforcing.. 2. Pods required on 12' & 14' wide
sheds
only. Table. 4a Anchor Spacing Of -Auger Type Anchors
For Single Wide Sheds 30 E a Au er Anchor or 30
CD Coral Anchor Shed Siz LW Uolift PL End Anchor '• Max.
Interior. Spacing Q Table 4b Anchor Spacing Of Auger Type
Anchors
For Double Wide_ Sheds t 30 Eye Auger Anchor Shed Siz LW' U
lift PL End Anchor--
Max. Interior S acin ' 20'-0' 10.00 400 1'-0'tc
3'-0' 510, M Load width of uplift on runner. Location of
and sugar or also anchor. Anchor
spacing example: 3P auger or 3/8'
x 2-3/4' expansion bole. rs:. a f. a W as q L
i4
C Nobs: 1. Anchor
spacing is based
on 3
second
wind gust at 15O MPH per ASCE 7-98. Cotagory "C", Importance Factor 0.
77, Enclose Building. W N.I.P.C. - 0.18. V 2..
All measurements listed above are center tocenterofanchors. - is ® corner of Q """- 3. The minimum number
of auger anchors (4). (
1) each a as shed for sheds less in length than the
maximum. is 8 diameters or 5" 4. The minimum edge distance for ,expansion boltsfor3/8" expansion bolts. 5. Anchors shall
be on side walls except
when shed is placed next to Clio existing building, in which anchors can be .placed
on end walls as close to sides as possible. ' A EO - NOr' a co
12'4Y 8.
00' 200 3'4Y
1'-
0'to 3'-0' FORGED
EYE BOLT
OR 1/2' THREADED ROD
12' COUPLING 12• x 1 yr
eoLT w/
m WASHERS (
2,0000 .SHEAR CAPACITY) 12' x 4'
FORGED EYE BOLT 30'
HURRICANE
ANCHOR rnoel 1=YF AUG R
ANCHOR L C
a eerosrzooz 1,lasrzda2 9/10/
20032/
14/
2004
i0/19/
2004 11 /OS/
2004 12/28/
2004 m O
O N W
Basle Wind PI'
eaetlro
LpG
o
N
qz = 0.00258(Kz)(Kzq(Kd)M"2
per ASCE 7-98 A Q Kz = 0.85 Exposure C; Kzt • 1.0
Kd=085,1=0.77;V=150 MPH
qz = 32,04 PSF W=gzx0.85=Z7.
24 PSF I hereby
artily that I have reviewed these
plans abnp with as the building materials and tt panenta used th Na manufacturing of the Meds.
Ths materials and romponsnts ether component LLl 3 have Fonda Product APProvel asrequired by Fonda
Buibinp Commiulon Rule (Chapter D. I p 9B-72) or were analyzed using the Rational
Method and Allowable 3trex• Design. AN metenela and components campy with the 2001 & 2004 Florida
Building Code fora 150 MPH wind 7a vebay. basic wind preaeuro or 27.24 PSF,
I =0.77, Encbtad Building, Expoaun'C, and C N.I.P.C. = 0.18., Rocl Live
Load = 20 PSF, Roof Dead Load =+PSF, Fbor'i+a Load = "d m PSF, Floor Dead Load = 5 PSF. Y555 Morn
Wlnd Faroe Realeting Sy,Ntxne m '
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.
5.,IF UNIT IS TO BE ATTACHED TO CONCRETE SLAB, THE BUILDING IS SET ON SLAB SHIMMED
UP TO LEVEL. A 3/8" HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE 1-1/2, OFF RIM
JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND AN'L' BRACKET OR
SIMPSON STRAP IS PLACED OVER THE 3/8" WEDGE ANCHOR, A 1/2" x 2" BOLT IS THEN
FASTENED THROUGH THE EYEBOLTAND'L' BRACKET.
6. IF NO FLOOR UNIT BUILDING IS USED, ANCHOR WITH 3/8" x 5" WEDGE ANCHOR CENTERED
BETWEEN EVERY WALL STUD.
SET UP AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRSTTSECTION 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 CORRECT 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 4-1/2" 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 BOLT WITH (2)
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 Table 2 Runner Spacing
Shed Width Uplift / Side of Shed Anchor Spacing / Side
14'-0" 280 # / LF 4'-3-
17-0" 240 # / LF
10'-0" 200 # / LF 6'-0"
8'-0" 160 # / LF T 6"
Shed Width X1 X2 X3
14'-0" V-101/2" 3'-6112" 6'-11"
12'-0" 2'-6 1/2' 6'-11" 10'-
0" V-61/2' 6'-11" 9"
6'-6" Values
from end of joist to centers of (2) 4 X 4 skids only. 14'-0" wide sheds have (4) sets m saos. Table
3 Support Footing Pad Spacing for Runner Blocking For Single or Double Wide Sheds Maximum
Load & Pad Type Shed
Description Pad End Pad Side Runner Pad
Type Interior
Pad
Side
Runner Pad
Type Size
Type I LW - PLF End Pad Max. Spacing 14'
SW / DW 4.15' / 332 - 0 to T-0" T-8" 1936# II or III 1879# Il or III 14' .
SW / DW 2.65' 1205 0 to T-O" 8'-0" 1435# 1 1640# 1 12'-
SW 6.00' / 480 0 to 3'.0" 5'-4" 2558# If or III 2558# II or III 10,
SW 5.00' 1400 0 to T-O" 6'-0" 2400# II or 111 2400# 11 or III 8'
SW 4.00' 1320 0 to T-O" 6'-8" 2029# 11 or III 1 2133# 17II 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 I
2" x 8" x 16" 1,778 # concrete blcck quality cement & sand mix II
4" x 8" x 16" 3.500 # concrete block quality cement & sand mix 111
16" x 16" 1 3,950 # I ABS plastic pads Load
width 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. N
otes: 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' & 14' wide sheds only. SIMPSON
A-24 STRAP (1,200# UPLIFT)
1)
3/8' x 3" (1,200# UPLIFT . 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 1/2" THREADED ROD W/ 2" x 2" WASHER &
NUT (2,000 + CAPACITY)#
UPLIFT 1/
2" x 2" BOLT W/ (2) WASHERS NUT +
SHEAR CAPACITY)
GRADE
W
jv SEE
BUILDING ANCHOR z
DETAIL TYPE
I OR 11 CONCRETE PAD W/
BLOCKING AS REQUIRED I N 1/
2" x 4" FORGED EYE BOLT SHED
WITH SKID ATTACHED SCALE:
1" = 1'-0" STRAP
DETAIL SCALE:
N.T.S. CORAL
EYE AUGER ANCHOR I SCALE:
N.T.S. Table
4a Anchor Spacing Of Auger Type Anchors For Single Wide Sheds 30"
Eye Auger Anchor or 30" CD Coral Anchor J
C._ i VV" 11."I N of L - A..M_.ft M.v Intcrinr Cn r,nn 14'-
0' 1 7.00' 1 243 1 . V-0" to 3'-0' C-1" 12'-
0" 6.00' 208 1'-O' to 3'-0' 8'-4" 10'-
0" 5.00' 174 1'-0" to 3-0" 10'-0" 8'-
0- 1 4.00' 1 139 V-0" to 3'-0" 12'-6" Table
4b Anchor Spacing Of Auger Type Anchors For, Double Wide Sheds or
30" Eye Auger Anchor Shed
Size LW* plift PLF End Anchor"' Max. Spacing 20'-
0" 1 10.00' 1 400 1 V-0" to 3-0" . 1 5'-0" Load
width of uplift on runner. Location
of end auger or slab anchor. Anchor
spacing example: 30" auger or 3/8" x 2-3/4" expansion bolts. Notes:
1.
Anchor spacing is based on 3 second wind gust at 150 MPH, exposure "D" per ASCE 7-02 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 close to sides as possible. a
2"
x 2" GALV.. WASHER t;..
wx;.
r^ r•
1/
2" THREADED ROD i
1/
2"COUPLING 1/
2" x 1-1/2" BOLT W/ (2)>_ WASHERS (
2,000#+SHEAR CAPACITY)
1 cfj
1/2" x 4" FORGED EYE BOLT 30"
H URRI CANE ANCHOR SINGLE
HELIX EYE AUGER ANCHOR SCALE:
N.T.S. revised
on 10/23/2006 SHED
WITH FLOOR REMOVED ANCHORED
TO CONCRETE SCALE:
1" = 1'-0" 1)
3/8' x 5" (400# UPLIFT RATING)
WEDGE ANCHOR INTO
CONCRETE SLAB AT SPACING
PER
TABLE 1) NOTCH
OR COUNTERSINK BOLT
THRU 2 x 4 2
x 4 BOTTOM PLATE NAILED TO
2 x 6 BASE U
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DESIGN LOAD REQUIREMENTS W 5 N for
the 2004 Florida Building Code - h with
2006 Supplements ,4 a LL Basic
Wind Pressure U d qz =
0.00256(Kz)(Kzt)(Kd)(V)^2 per ASCE 7-02 C Z z0 Kz =_
1.03 Exposure D; Kzt = 1.0 Kd=
0.85;1=0.77;V=150MPH - 41 5- oQ m n qz = 38.83 PSF m -1 _ W=
gzx0.85=33.01PSF W z I
hereby certify that I have reviewed these plans along with all the building materials and O 0 0- components
used in the manufacturing of the sheds. The materials and components either - a LL
have
Florida Product Approval as required by Florida Building Commission Rule (Chapter. U u.l v 96-
72) or were analyzed using the Allowable Stress Design. All materials and components Z X F comply
with the 2004 Florida Building Code w/ 2006 Supplements for a 150 MPH wind velocity, O m basic
wind pressure of 27.24 PSF, I = 0.77, Enclosed Building, Exposure "D", and N.I.P.C. _ w O 0.
18., Roof Live Load = 20 PSF, Design Pressures: Roof Live Load = 20 PSF, Roof Dead. Load > a 5
PSF, Floor Live Load = 75.PSF, Floor Dead Load = 5 PSF. J U Main
Wind Force Resisting Systems Roof
Wall 1 (-)
N/
A 1 40 31 26 Comnonents &
Cladding Design (Effective) Pressures (PSF) Zone
Wind Area Zone I Wind Area 1
10
22 35 4
10
39 43 20
21 33 20 37 41 50
17 32 E 50 34 38 Zone
Wind Area Zone Wind Area 2 &
3 10
22 73 5
10
39 54 20
21 67 20 37 51 50
1 17 1 57 50 I= I 45 SEAL
SHEET
22007OF