HomeMy WebLinkAbout206 S Holly AveApplication #
Job Address:
Parcel ID:
co
Z
CITY OF SANFORD PERMIT APPLICATION
0CC/� Ave �* . Submittal Date:
J
oL . � /'yA14fpZ0 _rrAA '..Value of Work:$ O D
Zoning: Historic District:
Description of Work:
Square Footage:
........................................................................................................................•
Permit Type: Building Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑
Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑
Mechanical: Residential ❑ Non -Residential 13 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): 1.3
Flood Zone: (FEMA form required)
........................................................................................................................
.Property Owner: _Cn102.A LL71_)na Contractor:
Address: /X^^D(e S. A I I" /6E Address:
SArI k (O c� U
Phone: 40i 30D I �JTE-mail: Phone: State License Number:
Bonding Company:
Address:
Architect/Engineer:
Address:
Plan Review Contact Person:
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. 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 permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
-Sign re of Owner/Agent Date Signature of Contractor/Agent
P ' Owner/A 's Name
�
Signature of Notary -State of Florida Date
Owner/Agent
Produced
APPROVALS:
Special Conditions:
Rev 02/2007
MY COMMISSION # DD629096
EXPIRES: February 25, 2011
gaily Qo.
UT
IL:
FD:
Print Contractor/Agent's Name
Signature of Notary -State of Florida
Date
Date
Contractor/Agent is _ Personally Known to Me or
Produced ID -A I I3fi ?
ENG: BLDG:
t � �o0
CITY OF SANFORD BUILDING DIVISION
OWNER/BUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $75,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within 1 year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
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.
I, ' - f` an_ E, i O WV -t , do hereby state that I am qualified and capable of performing the
requested construction involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
Lf)/07
wnerBuilder Signature Date
IEPAaA LEDwra
Print Owner/Builder Name
Signature
Owner is Personally Known to Me or has
Produced ID
My COMMISSION #6i;2'9096
EXPIRES: February 25, 2011
FI. Notary Discount
TYPE OF SURVEY:
BOUNDARY & LOCATION SURVEY
FENCE COR.
4.0' E., 1.5' S.
LOT
1
1
SET 5/8"
4' LS #5260P N90'00'00"W 117.00'(P)
On6
I.R. k AP
0
LS (5260
�1.5' OVERHANG (TYP)
BLOCK COR.
G_—
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Z
l 16.7'
N
45.5'
m
y
N
a
Of
co -
Q I ONE STORY CONCRETE o
LOT
COVERED
s
t STUCCO RESIDENCE
iJ o
PORCH
(_
D_ /206
,G.
l
11.5' 16.6'
a
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1-4
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45.5'
4' HOG WIRE I_ — — —
ENTRANCE
LS /15260
4
FENCE ON LINE) A/C PAD CHIMNEY
U 07
0
33'
2"
C`
}
1'
WOOD
N90'00'00"E
117.00'(P) REC 5 8'
REC. 5/8' I.R.H
SURVEYOR'S NOTES
SHED
LOT
3
1.) BASIS OF BEARINGS: BEARINGS ARE BASED ON THE WEST UNE OF HOLLY
AVENUE AS BONG N DO`DO'OO' E ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PUT BOOK 1, PAGE 56 OF THE PUBLIC RECORDS OF ORANGE
COUNTY, FLORIDA
2) UNDERGROUND UTILITIES LOCATED AT ABOVE GROUND STRUCTURES,
ACTUAL UNDERGROUND LINES ARE SHOWN AS APPROXIMATE LOCATIONS
AND ARE NOT FIELD VERIFIED.
3.) THERE MAY BE ADDITIONAL RESTRICTIONS THAT DO NOT SHOW ON THIS
SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ORANGE COUNTY,
FLORIDA
4.) ADCfiIDNS AND DELETIONS TO SURVEY DRAWINGS BY OTHER THAN THE
S NG PARTY ARE PROHIBITED WRHOUT THE WRITTEN CONSENT OF THE
SIGNING PARTY.
5.) THIS SURVEY IS FOR THE EXCLUSIVE BENEFIT OF:
1. UNIVERSAL TITLE INSURORS, INC.
2. UNIVERSAL AMERICAN MORTGAGE CO.
3. LEONORA ANN BROWN
1.
I.R. & CAP—/
L.S. /220
\ z
REC. 5 6"
I.R. k AP
LS (5260
BLOCK COR.
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33'
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SET 5/8'
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LS /15260
zy
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33'
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ID
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FLOOD CERTIFICATION
I HEREBY CERTIFY THAT THIS PROPERTY DOES NOT UE WITHIN THE
ESTABLISHED 100 -YEAR FLOOD PLANE AS PER "F.I.R.M.* MAP ZONE C
AS SHOWN ON PANEL /12029400058, DATED SEPTEMBER 17, 1980.
DESCRIPTION (SUPPLIED BY CLIENn
LOT 2, BLOCK 4, TIER 11, OF E.R. TRAFFORDS MAP OF THE TOWN
OF SANFORD. AS RECORDED IN PLAT BOOK 1. PAGE 61 OF THE
PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
I HEREBY CERTIFY THAT THE BOUNDARY AND LOCATION SURVEY"SHOWN HEREON IS
FOR THE BENEFIT OF THE CLIENT LISTED, AND IS TRUE AND CORRECT TO THE BEST OF
MY KNOWLEDGE AND BELIEF, AND THAT IT HAS BEEN PREPARED IN ACCORDANCE WITH
MINIMUM TECHNICAL STANDARDS FOR THE TYPE OF SURVEY LISTED, AS SET FORTH
BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS, IN CHAPTER 81617-6,
FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUTES.
ABBREVIATIONS
BLDG BIIDWG IBl M IN>® ROM r.i. iN1mC
.L DATE OF FIELD SURVEY 7/26/95 _
ACF BANBC
D C£MIr.LL AWIE (pQT.V L IF11CM Li IAC ISG BEi%TEAFfl
CfHC ]xiDl SD WxOiFIE PVE
r RAT ZEAS IEA111iD M (IID B/B IBWf-0I-MY
066 OXO 1a�llScalme BOPt �IBIL 861�,� BY:-�
pfV. 6EVAlIDN r.G PENT a WIVAl1AlE .0 T111 A aAe
� .AAw rrGa r BOM rw rpB1ANpT BttoEnT[ BwwwT -- J. LWCE ANTHONY, L.S. NO. 526
NOTE: NOT VALID UNLESS EMBOSSED WTH SURVEYOR'S SEAL
GLI. OWN 1111( MLE
PROJECT NO. 95010 DATE 7/26/95 SCALE 1' = 30' DRAWN S.L.A.
SURVEY PRNPARND BY : NO. DATE REVISION
A L.A. SURVEYING &NAPPING, INC.
L/Y 465E CYPRESS WOODS DR. SULTS 136
ORLANDO, FLORIDA 32811
PHONE: (407)839-1440
FAY: (407) 649-9545
h +.
f
STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
"Dedicated to making Florida abetter place to call home"
STEVEN M. SEIBERT
JEB BUSH Secretary
Governor
MEMORANDUM
TO: Building Officials, Manufacturers and Agencies
FROM: Ila Jones, Department of Community Affairs
RE: Requirement for Raised Seals for Manufactured Buildings/Sheds
DATE: March 15, 2002
The Florida Building Code does not require original signed and sealed plans be submitted to the
local building department to obtain a permit for installation or erection of a closed structure
manufactured in a manufacturing facility. The insignia issued by the State verifies the plans have
been reviewed and the buildings inspected for compliance by the State and determined to comply
with applicable codes.
The State of Florida. maintains a set of sealed plans reviewed and approved by a Florida licensed
Modular Plans Reviewer and inspection reports conducted at the manufacturing facility by
Florida licensed Modular Inspectors. The manufacturer should supply a copy of the approved
plans with the permit application.
You may also review the approved plans by accessing the Florida Building Code Information
System website at( www.floridabuilding.org), Manufactured Building, Program.
Site -related installation requirements (foundation, etc.) are specifically and entirely reserved to
the local authority:
If you need additional information, please do not hesitate to contact me at 850-922-6091"or
e-mail: ila jones(@dca,state.fl.us
2555 5 H U M A R D OAK BOULEVARD • TALLAHASSEE, FLORIDA 32399-2100
Phone: 850.488.8466/Suncom 278.8466 FAX: 850.921.0781/Suncom 291.0781
Internet address: http://www.dca.state.fl.us
CRITICAL STATE CONCERN FIELD OFFICE COMMUNITY PLANNING EMERGENCY MANAGEMENT HOUSING & COMMUNITY DEVELOPMENT
2796 Overseas Highway, Suite 212 2555 Shumard Oak Boulevard 2555 ShumaFd 32399.2100 Ta lahassee,rd Oak Fl. 32399.2100rd
Marathon, FL 77050.2227 Tallahassee, FL 32399-2100 Tallahassee. FL 32399.2100
(7051 289-2402 18501 488.2356 .
(850) 417.9969 18501 488.7956
19
STATE OF'FLORIDA
NT pF COMMUNITY AFFAIR
D E P A R T M ELace to call home
"Dedicated to making Fiorida a better p
THADDEUS L. COHsecretary
JEB BUSH
Governor
Certification Number:
Manufacturer:
Address:
.E.:piration:
MAF -1367
Superior Sheds, Inc' - 0C
2323 S. Vol F
FL City,L 32763
November 09, 2007
Certified for Manufacturing' Storage Sheds
that Su erior Sheds Inc -- OC' is certified e 9B if A e and Chapter
This will confirm s, as defined by Rule Chap
manufactured (modular) building sale in the State above references. Each building
- -3 S• for location or. of Florib The condition of flus
»,, Part I, F ecified m the
certification is limited to authorization sp
gnia located on the electrical panel box cover.
shall bear a State InsiThe
period of three years, as indicated above. Code
This certification renewal. shall be for a P • notice. The manufacturer
will receive a renewal notice by E-mail, generated by the Building
manufacturer wtl nor to expiration of this
Information System (BCIS) 90 days p
must ubn- the tufo
rmation required in s. 553.3$1 F.S.• and Rule Chapter 9B-1.007 FA
online at www flcridabuildins?.or_ . units for
'ons regarding licensing requirements for site -related al building
If you have quests s you may contact us, , 487 -
department
of manufactureent oflB mess and Profession Regulations at (s50)
department or the Departm •
1395.
Sincerely,
Michael D. Ashworth
Program Manager
Manufactured Buildings Program
Building Codes & Standards
Phone: 850-921-6075
FAX: 850-414-8436
cc:NDI
2555 SHUMARD OAK BOULEVARD • TALLAHASSEE, FLORIDA y2099.2 10
Phone: 278
h66D !lwww dcaFAX'0state ou9/Suncom 291.0781
Internet add
EMERGENCY MANAGEMENT HOUSING i COMMUNITY DEVELOPMENT
COMMUNITY PUNNING 25SS St"nud Oak eouwvard
CRITICAL STATE CONCERN FIELD OFFICE' 2555 Shumacd Oak ewfrvud 2555 Sh=ard Oak SOUlrvaro Taaanaaaaa. FL 32399.2100
2796 Oaraaaa Hlgnway, Soda 212 2555 St% w, FL lkS0 2700 Taeanaaaaa, FL 32391x2100 �asm AX10 A
TallsMua, FL 330542717 �. ....,.. rasm ��+ aeae
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4
I x 4 BRIDGING
2 x 4 BENT (TYP.)
11 1 x 4. BRIDGING
8
SEE DETAIL BELOW
WINDOW OPENING
(2) 2 x 6 BEAM (TYP.)
4'. ALUMINUM SIDING
2 s 4 BOTTOM PLATE
3/4' PLYWOOD FLOOR
HURRICANE ANCHORS
(TYP,) USE SIMPSON
LSTA-18 W/#14 - l6d\
NAILS
2 z 6 SI DERAIL
WALL ANCHOR DETAIL
SCALE: N.T.S.
Mr 2 x A SPRUCE HEADER d -
(7H 2'XB• f2 PINE EACH S1DE - 2 x 4 BENT
NON LOAD BEARING WHEN -
• _ GARAGE DOOR INSTALLED 20 GA. 3 x. 5•GALV,
1 x 4 BRIDGING Q SENT Cl - - NAILED PLATES (2) PER -
12
C5 20 GAUGE 3'X S GALV. PRESS - CONNECTION FOR HEADER
-VAA:ESf--� PLATES USE 8d COMMON
_ [2).PER CONNECTION _iMPc ON 'a `5 PLATE W/ . �.
5 (8)!Id x 1-1/2' NAILS .l (2) 2.4 W/ 1/2" PLYWOOD
t 1 i2 TYPICAL SLC P E Al KNEE _ ?IRU :NTO HEADER 'N/ (5) I . - SPACER OR 4.4 #2 PIN
I •1 JCI Nr Of 9EM 1C- s j .,NAIL a EACH
"}< 6�STLO.t.CEO'.vH .1 t- �- - Is 4 BRIDGING 8 3ENT (TYP) END
iJ.
AGE =CC .MS. 1 if it ' _ _ - _ SIMPSON HS -24 W/ 5&5
Q -j
16d NAILS 0 2x4. FRAME
VAX MCTH 5.C* =CR at - I � I �- 2 z A BENT FRAMES •� 1
ENSv.NGE OCCRS',MC_- T - ? i �- CONNECTEDW/ 10d COMMON -
S' d i FcR aXitu = OCC;S i H
._E OCCAS 1'ao.c. TYPE I ACTION THRu HEADER
t
VARIES =i=! ) SCALE t 11Z
A'P .._NN -O^; 2xa 20TTOM PLATE - -
O:ST'O;LNN_R .w 2 4 BENT
- -,v-SOv-S24 I SEE ATTACHMENT DE TAILS
r
X. Xz X� 1 20 GA 3'. x 5" GALV.
;z -0C -. - -1,T NAI= - LATES (2) PER
:.\ COUNECTION FOR HEADER
\TCn MA"C4 NO -SHOWN SEE END ELEVATION - '
USE 8a COMMON
ES., ___ /"-ICN VNTH CCCR TWO SKID MCCE! S - - 4z4 ;2 PINE. 2x4 NAILED
SCALE 1A .V-7 MPSCV .. =_ATE W/ .
(3) Ca I t/2" NA%1) TO MON N LS 1 #16.
0.
HRL' N ,.,CER N/ (5) 1� . COMMON NAILS. 'y' 16" C. C:
._
2, 4.HEACER i 'Ca x 3 NAIL EA04 -_
�ID with _L _ _ 12 5 SIMPSON HS -24 STRAP
rin" 4}}7 [il LDC xa 3RIOGING =u0 INTERMEDIATE FRAMES OR
HEAD•�.•-� Nri� [ $'� _ ^ r--- 2z48E:YT t'TYP.)I(� NAILS 2xRS 4 FRAME
414 6d
�p�� j / ` T, P SLOPE AT KNEE JOINT OFrAli "I IfIa idOPt,t`d I' I iSENT
SOMETRIC OF SHED
Aa- to t}Le f4id"A"-gMaim 79:, SCALE A SRICGINc TYPE II �ECT10N THRU HEADER
Z x ♦ STUD TYP)
, 1? =.,'d' -
SCALE: N.T.S. Cyt{CSiOT T _ 1 e
\.Y 314';_YW000 FLOOR OVER "
OCt2Jpsill _ 2z5P-P � .i 2' x SOLAR E WASHERS
4//_-�I� TLpuss. l_ 2 _ sE=A-ACHME.4r DETAILS ! _ , _ _ cricEL WAS 2 BOL- w/ (2)..
AW. J / - + �Y WASHERS NASI -ERS & NUT (A-24
ylmF A-24 STRAP
Fill R -ti -f of 1s3• (1.200# „Pl
eLj01o2 wX Xi X,�
401 MAX. LENGTH plan t AR _S •. B',7 To ,2.-j -r SIMPSON / ) (7) 3/8'x.RATI) 3' (1.200#
-jQ� -HS-24
T-Ol MAX. JOIST SPACING At%Lo•, F111 / \ UPLIFT NGEXPANSION
I �% / C.aCi \- VA bCi a`C NN SEE END ELEVA'ION WITH CCCR j BOLT OR WEDGE ANCHOR
ippri iii D,tt[� a _!N SLA8 ®SPACING
i - \_ __ /A 'CN =CUR SKID MCDELS " -
�.� (�'�.4Fdf ��� SCAL=.. 1M•_..-0 - (PER TABLE I)
4RUN*"fro { of L�L l3 D�•L=•�t'�O<7 =at
`N/ SKID ATTACHED ACHORED TO CONCRETE
v' a_m'
4 FtVID f}tC C�.SdLfC:11C G -- J 11,/BRATING)(wE GE _
F�I ��II�� ,. SL[C T5 - - _ _ ,. _ <-a , ---. _�� SLAB A iPAC CONCRE E
0 .- 'I SLAB A- SPACING
FLOOR FRAMING PLAN
- '- SCALE: 11" a 1'-0' _
,y 2_._-0'
(I I
SIDE ELEVATION HATH DOORS 8,WINDOW6
SCALE: I a 1'4r .
2.-0..
(TYP. )
�fi
2.6 P.T.P. PLATES FCR
- -
SHEDS OVER 16' 'N i
0
q
z
• 314' PLYWOOD FLOORING
1? x 1 ItT BOLTWI (2)
t'•",J
BOL; "'-RU 2 x 4
Utz 4 RUNNER
0 U 0
2 X 4 BOTTOM PLATE (TYP A
2
•Q
AROUND)
O 0
2 x 5 SENT TYP I(SEE SIDE
- WALL ELEVATION)
C
E
'
S
OU
NAILED TO 2 x 6 BASE
N V
8'-A'
Q) (O
NIP C. a 0.18., Roof Live Lost!a 20 PSF. R,of Dead Load - : PSF, Floor m Load • "c
m b 8 4
- WINDOW I DOOR HEADER
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• 2, 4HEADER.
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- 1 x 4 BRIDGING
12N L
1--a
- 2 x 4 SILL
fU
3 N
Q.}
- 2 s 4 BOTTOM PLATE
=3
L
SEE DETAILS FOR -
>_
-L, a�v
V% 031 v
_
CONNECTION
- k
SEE SIDE ELEVATION NTH DOORS d WINDOWS FOR INFORMATION NOT SHOWN
SIDE ELEVATION
SCALE: 1/4' a 1'-0'
X 4 BRIDGING
2x4BENT(TYP.)
I s 4 WIND BRACE
M
LOUR CORNERS 17-C
OR GREATER
2 x 4 BOTTOM PLATE
SEE GE AILS FOR
CONNECTION
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70 O O (o
70
70
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L C CLU
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vS4=e,d Products In
com.pHance wit)3
Rule 98-72 ferl
Product, Approv,,'A
SCALE: 114'+1'-0'
J I I
I
j i 2'x3' 11i PLATES BOTH
SID ES ALL JOINTS
2.1 CONSTRUCTION
I� a
ALUMINUM '0004 SKIN ON
BACK
Sit BACK
i
.i• .a 1. i ••: :i..• 17• .a h.•:7• • •a R: 71
SIMPSON HS -24
W/ E I BLOCKING
R II CONCRETE REQUIRED RED / / N j
WI BLOCKING AS REOVIREO .���/////// �
Iii s it FORGED EYE BOLT
SHED W/ SKID ATTACHED
SCALE: 1 1rz' a ,•-0'
FORCED EYE BOLT OR '/2-
THREADED ROD W/
2" X 2" 'WASHER & NUT
(2.000 + CAPACITY)
UPUF_
SEE STRAP DETAIL
1/2" z 2" BOLT W/ (2)
WASHERS & NUT
(2,000 + SHEAR
CAPACITY)
GRADE
_I
DCCR -UCTICN
C#ICNAL1 �\ PLANS REVIE1
CITY F SAIF
'NIR!NG DIAGRAM
CPnCNAL ELECTRICI
S'HA_ 3E. MC, ABLE , ♦ GA
. RE :NG AL_ METAL BOXES
2- z 2'. GALV. WASHER
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 15 ESTABLISHED THE
BUILDING I5 BLOCKED ON HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS
BROUGHT UP TO LEVEL AND BLO CKEO 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. ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED n
THROUGH TME 2 x 4 BOTTOM PLATE WITH IfT AUGER BIT AND THE EYEBOLT IS FASTENED 1}Ji
INTO PLACE. THE HOLE IS DUG FOR 3O' EARTH ANCHOR AND BACK FILLED. THE EYEBOLT
AND AUGER AO BE ATTACHEDR ARE TO ED WITHCONCRETE
I?si BOLT. �s � �{
S. IF UNIT IS TO BE ATTACHED i0 CONCAE i E SLAB. THE BUILDING 15 SET ON SLAB SHIMMED }`
UP TO LEVEL. A 318' HOLE IS DRILLED WITH HAMMER GRILL INTO CONCRETE 1-1? OFF RIM
JOIST. THE EYEBOLT 15 FASTENED THROUGH BOTTOM PLATE AND AN L'SRACKET OR ^ yyy��� �/4
SIMPSON STRAP IS PLACED OVER THE 318' WEDGE ANCHOR,.A 1? z T BOLT IS THEN 1 P j
FASTENED THROUGH THE EYEBOLT AND%'BRACKET. iP 1j
6. IF NO FLOOR UNIT BUILDING IS USED ANCHOR WITH 319' x 5' WEDGE ANCHOR CENTERED, _
BETWEEN EVERY WALL STUD. - - -
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1: Building anchors chap be'mob le horre'type 030 single net. eye super archon .-fi c -lid by Style Creel of Freemont, OH
Max mum Iflai upon 2.0000 11 ebullient.
2. Ann ng ayetem Id ground to Ideal building c d (by dealer) L cat. anchors per Table 4 through the bpdom plate
3. Alshol sha4 be at ... d through In ddtmm plate and floor system.
Tcble I Shed Ancoring to Concrete Slat Table 2 Runner Spacing
Shed
viCH Loft / Side al S eancr occic / S e Shea '.Yat Ill X2 X3
t -0' 280 01 LF 4.3• - 14'-0'. V-10 111• T-6112' 61-11'
12-0' 240 N l LF -0- 17-0' TE 1? 5'-11' -
10-0' 20001 LF fid' 1014' V. IfT 6111' -
9.0'-
Va ues tram end of jaut la centers of (2) l X 4 slid Y I4-0' wide sheds have 14) alts of skins
-c Ie 3 Su000rt Foe,.;nev Pcc Spec' to Runner Blocking For Sill or .Dieu Die `Nice S^e
MCa mum o a & FCC _
_neo D oto, - c cnar c Ste Rinne I er Sae Runge.
LW - ..a 1M., _aa a da -ype Ped r Pa. �/ad
L'.
S'.v / )
_.._.:5 -r 295:. .0..} =54 '6404
Sw 6.00 / 2555,il 11 air ill 2558s 11 or 1l
CSN CO / m '0 3 24004 11 or 'll 40Ci I ar p
d' S`N OC: / ti _ _ 20494 111 3J.f 1 or ail
No
1.. Pon spacing is entlocentert .aa
P other h ddac C p g s enter :o center.
_. U a ❑ ing o interior runn r
P 0 08i.
naso Max. 'Coo V. -.l
EE 2 x 8 1 16' 1 1.778 N ........ block aualsy cement d .and mu
4• x a.. 18' 3.500 N block OualRy cement d .and m.
IIII ,6'x15' 7950th ABS etre pada I
l d -in .onr-
9a..a an 2,000 PSF till sad pressure Soil gree u e sna4 be vented by fieldid-tramil er test or sd le laid report. Check with
engineer lead pressure a leu Iran 2.000 PSF.
Non.: '
1. Moll- or said concrete clocks may be stocked on Paas for high sets up to 48. max. with out
re,nior-q..
aao9rzao2
11dOWDC2
9/10/2003
2/14/2004
10/19/2004
11/05/2004
12/74/7004
EE
Z P.- required an 12' & 14' woe .11 -Y
- -
(PER -ABLE I)
THREADED ROD
q
NOTC,. CR COUNTER SINK
1
1? x 1 ItT BOLTWI (2)
t'•",J
BOL; "'-RU 2 x 4
-i/2" SII
I
Anchor
I hereby ... dy'net I have lien -d the.. plane itiong xh 4 the budding 1 .4 and
a' FORGED EYE 9CLT
^1CGII�f
O 0
,e. S.I _W Uo
,4'-0' 7.00• 243. 1'.0 -to 3'-0 7•-1- V
2 x A aOTTOM PLATE
'
S
NAILED TO 2 x 6 BASE
.i• .a 1. i ••: :i..• 17• .a h.•:7• • •a R: 71
SIMPSON HS -24
W/ E I BLOCKING
R II CONCRETE REQUIRED RED / / N j
WI BLOCKING AS REOVIREO .���/////// �
Iii s it FORGED EYE BOLT
SHED W/ SKID ATTACHED
SCALE: 1 1rz' a ,•-0'
FORCED EYE BOLT OR '/2-
THREADED ROD W/
2" X 2" 'WASHER & NUT
(2.000 + CAPACITY)
UPUF_
SEE STRAP DETAIL
1/2" z 2" BOLT W/ (2)
WASHERS & NUT
(2,000 + SHEAR
CAPACITY)
GRADE
_I
DCCR -UCTICN
C#ICNAL1 �\ PLANS REVIE1
CITY F SAIF
'NIR!NG DIAGRAM
CPnCNAL ELECTRICI
S'HA_ 3E. MC, ABLE , ♦ GA
. RE :NG AL_ METAL BOXES
2- z 2'. GALV. WASHER
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 15 ESTABLISHED THE
BUILDING I5 BLOCKED ON HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS
BROUGHT UP TO LEVEL AND BLO CKEO 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. ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED n
THROUGH TME 2 x 4 BOTTOM PLATE WITH IfT AUGER BIT AND THE EYEBOLT IS FASTENED 1}Ji
INTO PLACE. THE HOLE IS DUG FOR 3O' EARTH ANCHOR AND BACK FILLED. THE EYEBOLT
AND AUGER AO BE ATTACHEDR ARE TO ED WITHCONCRETE
I?si BOLT. �s � �{
S. IF UNIT IS TO BE ATTACHED i0 CONCAE i E SLAB. THE BUILDING 15 SET ON SLAB SHIMMED }`
UP TO LEVEL. A 318' HOLE IS DRILLED WITH HAMMER GRILL INTO CONCRETE 1-1? OFF RIM
JOIST. THE EYEBOLT 15 FASTENED THROUGH BOTTOM PLATE AND AN L'SRACKET OR ^ yyy��� �/4
SIMPSON STRAP IS PLACED OVER THE 318' WEDGE ANCHOR,.A 1? z T BOLT IS THEN 1 P j
FASTENED THROUGH THE EYEBOLT AND%'BRACKET. iP 1j
6. IF NO FLOOR UNIT BUILDING IS USED ANCHOR WITH 319' x 5' WEDGE ANCHOR CENTERED, _
BETWEEN EVERY WALL STUD. - - -
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1: Building anchors chap be'mob le horre'type 030 single net. eye super archon .-fi c -lid by Style Creel of Freemont, OH
Max mum Iflai upon 2.0000 11 ebullient.
2. Ann ng ayetem Id ground to Ideal building c d (by dealer) L cat. anchors per Table 4 through the bpdom plate
3. Alshol sha4 be at ... d through In ddtmm plate and floor system.
Tcble I Shed Ancoring to Concrete Slat Table 2 Runner Spacing
Shed
viCH Loft / Side al S eancr occic / S e Shea '.Yat Ill X2 X3
t -0' 280 01 LF 4.3• - 14'-0'. V-10 111• T-6112' 61-11'
12-0' 240 N l LF -0- 17-0' TE 1? 5'-11' -
10-0' 20001 LF fid' 1014' V. IfT 6111' -
9.0'-
Va ues tram end of jaut la centers of (2) l X 4 slid Y I4-0' wide sheds have 14) alts of skins
-c Ie 3 Su000rt Foe,.;nev Pcc Spec' to Runner Blocking For Sill or .Dieu Die `Nice S^e
MCa mum o a & FCC _
_neo D oto, - c cnar c Ste Rinne I er Sae Runge.
LW - ..a 1M., _aa a da -ype Ped r Pa. �/ad
L'.
S'.v / )
_.._.:5 -r 295:. .0..} =54 '6404
Sw 6.00 / 2555,il 11 air ill 2558s 11 or 1l
CSN CO / m '0 3 24004 11 or 'll 40Ci I ar p
d' S`N OC: / ti _ _ 20494 111 3J.f 1 or ail
No
1.. Pon spacing is entlocentert .aa
P other h ddac C p g s enter :o center.
_. U a ❑ ing o interior runn r
P 0 08i.
naso Max. 'Coo V. -.l
EE 2 x 8 1 16' 1 1.778 N ........ block aualsy cement d .and mu
4• x a.. 18' 3.500 N block OualRy cement d .and m.
IIII ,6'x15' 7950th ABS etre pada I
l d -in .onr-
9a..a an 2,000 PSF till sad pressure Soil gree u e sna4 be vented by fieldid-tramil er test or sd le laid report. Check with
engineer lead pressure a leu Iran 2.000 PSF.
Non.: '
1. Moll- or said concrete clocks may be stocked on Paas for high sets up to 48. max. with out
re,nior-q..
aao9rzao2
11dOWDC2
9/10/2003
2/14/2004
10/19/2004
11/05/2004
12/74/7004
EE
Z P.- required an 12' & 14' woe .11 -Y
FORGED EYE BOLT OR '/2" -
a, -
3
THREADED ROD
q
Tonle 4a Anchor Spool" Of Auger Type Anchors For Single Wide Sheds
1
1? x 1 ItT BOLTWI (2)
t'•",J
�L.I
}0 = e Auaer r --or 30 Caro
r, -- I.rAncnp r`Acz oteior �
r
Anchor
I hereby ... dy'net I have lien -d the.. plane itiong xh 4 the budding 1 .4 and
a' FORGED EYE 9CLT
^1CGII�f
O 0
,e. S.I _W Uo
,4'-0' 7.00• 243. 1'.0 -to 3'-0 7•-1- V
d a
98.72) air wen an.,is. using In. Rational Method she Albwabl. Sin -Desch All ma'am*
ant cdmdonema comply wth the 2001 d 2004 FI rW B W g Cdd• tar a 150 MPH wind
_ .(v..
'1
8'-A'
C}
NIP C. a 0.18., Roof Live Lost!a 20 PSF. R,of Dead Load - : PSF, Floor m Load • "c
m b 8 4
PSF FWar Dead Laad - 5 PSF
uYn9�
5.00'
J1
X00! NCn
�a
p
4.00'
N!A 40 71 2fi
o^
RN a
EJEN S�
Q
`
-
Table 4b Anchor Spacing Of Auger 'Type Anchors -or Double Wide Sheds
VJ
3
}0 =v.de; Anchor
AM
V
Ualilt HL A •• :nlertOr
p sh2
0-0W0' 1 4a1 3' 1 5'4)'
• .Load wrath at uPIA an runn.c
o
o
J Q
^ Lit.1, o1 .he auger or slab anchor.
•^ example: 30' or 318• x 2-314• expansion bolts.
V
Anchor, spacing auger
Nob.• -
:✓w
►•�
m
G
1. Anchor spacing is based an 3 second wind gust at 150 MPH per
ASCE 7-98. Category 'C', Importance Factor 0.77, Enclose Building,
N.1-P.C.' 0.18.
2 All measurements listed aboveare center to Center of anchors.
3 The minimumnumber of auger and s (4). (1) 0 earn ocrher of
shea f0 sheds s5 length than thea
4 -h-minimumsig distance for exconsich bolts is 8 diameters o 5"
for 3/6' expansion bolts.
a Anchors Shall be on side walls e,c,o, hen shed is placed next to
existing building. in whicn anchors Can be placed on end wails as close to
aeas Possible.
,egs o � tiD�,
B
FORGED EYE BOLT OR '/2" -
a, -
3
THREADED ROD
q
1? COUPLING
1
1? x 1 ItT BOLTWI (2)
qa=32.04 PSF -
`WASHERS (2.0000 +SHEAR
Waq 085+27.24 PSF
CAPAC ITY)IZ_,rrx
I hereby ... dy'net I have lien -d the.. plane itiong xh 4 the budding 1 .4 and
a' FORGED EYE 9CLT
-_
30• HURRICANE ANCHOR
STRAP DETAIL 2% Im Mail
SCALE: 114• si VT
SPLKMIT
a
V
SINGLE HELIX AUGER ANCHOR CORAL EYE AUGER ANCHOR
1
V�
•Q
Q
p
c0
iC
(n
V I
K. • 0.85 E.P...r. C; lsi 1.0 -
Kd-0.851 x077, V=150 MPH
qa=32.04 PSF -
Waq 085+27.24 PSF
I hereby ... dy'net I have lien -d the.. plane itiong xh 4 the budding 1 .4 and
p.nae ether
omponema uea n Ne manufaauan. of the end Th atonal. and pomm
W 3
- naw Florida Pioauct Approwl as reoueed by Fi-at Building Cammri Rule (Chapter
d a
98.72) air wen an.,is. using In. Rational Method she Albwabl. Sin -Desch All ma'am*
ant cdmdonema comply wth the 2001 d 2004 FI rW B W g Cdd• tar a 150 MPH wind
vetfdmybasic was pnaeun at 27.24 PSF I = 0.7-7, Broil Su lding, Ez....m -,• ane -
C}
NIP C. a 0.18., Roof Live Lost!a 20 PSF. R,of Dead Load - : PSF, Floor m Load • "c
m b 8 4
PSF FWar Dead Laad - 5 PSF
uYn9�
Matt Mind Force Resisting Systeme
J1
X00! NCn
�a
p
N!A 40 71 2fi
o^
RN a
EJEN S�
`
-
D.
Basle ill Pressure -' Q• ^
qp . 0.00256(Ka)(Kzn(Kdl(V).2 par ASCE 7-98
C
K. • 0.85 E.P...r. C; lsi 1.0 -
Kd-0.851 x077, V=150 MPH
qa=32.04 PSF -
Waq 085+27.24 PSF
I hereby ... dy'net I have lien -d the.. plane itiong xh 4 the budding 1 .4 and
p.nae ether
omponema uea n Ne manufaauan. of the end Th atonal. and pomm
W 3
- naw Florida Pioauct Approwl as reoueed by Fi-at Building Cammri Rule (Chapter
d a
98.72) air wen an.,is. using In. Rational Method she Albwabl. Sin -Desch All ma'am*
ant cdmdonema comply wth the 2001 d 2004 FI rW B W g Cdd• tar a 150 MPH wind
vetfdmybasic was pnaeun at 27.24 PSF I = 0.7-7, Broil Su lding, Ez....m -,• ane -
C}
NIP C. a 0.18., Roof Live Lost!a 20 PSF. R,of Dead Load - : PSF, Floor m Load • "c
m b 8 4
PSF FWar Dead Laad - 5 PSF
uYn9�
Matt Mind Force Resisting Systeme
X00! NCn
N!A 40 71 2fi
-
RN a
_ Coeponanta & Cladding Design (Effective) Pressures (PSF)
Lawrence E. Bennett a E #166
.to
4a
•�
td--------- --
05
r �
•
TYPE OF SURVEY: '
. BOUNDARY & LOCATfON SURVEY
REC. 5/8' I.R.}
Q. o v
L
N
m
a
a '
FENCE CORD
4.0 E., 1.5 S.
LOT
1
SET 5/B'
I.R. 8 CAP
LS /15260 N90'00'00'W 117.00'(P)
o — �1.5' OVERHANG (TYP) m
16.7'
H
ONE STORY CONCRETE COVER
LOT R k STUCCO RESIDENCE R
,2 I a05 11.5' 16.6'
8 O
COVERED
45.5' ENTRANCE
< 4' FENCE (ON LINE) — L
2" o
1"
N90'00'00'E
SHED �^
C)
LOT
3
SURVEYOR'S NOTES
1. �A95 OF BEARINGS BEARINGS ARE BASED ON THE MST LINE OF HOLLY
A UE AS BONG N 0090'0(' E ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 1. PAGE 58 OF THE PUBLIC RECORDS OF ORANGE
COUNTY. FLORIDA
2) UNDERGRWND UTILITIES LOCATED AT ABOVE GROUND STRUCTURES,
ACTUAL UNDERGROUND LINES ARE SHOWN AS APPROMATE LOCATIONS
AND ARE NOT RO.D VERIFIED.
S) THERE MAY BE ADDITIONAL RESTRICTIONS THAT DO NOT SHOW ON THIS
SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ORANGE C(XJNTY.
FLORIDA
4.T ADO"R"NS AND OELTO SU?VEY DRAWINGS BY OTHER THAN THE
N. PEI10N5
ARTY ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE
SIGNING PARTY.
5.) THIS SURVEY IS FOR THE EXCLUSIVE BENEFIT OR
1. UNIVERSAL TITLE INSIRORS. INC.
7 UNNERSAL AMERICAN MORTG GE CO.
3. LEDNORA ANN BROWN
/C PAD
117.00'(P) REC. 5/8'
I.R. k CAI
L.S. #220
FLOOD CERTIFICATION
REC. 58"
I.R. k AP
LS15260
BLO K COR.
Y
J
Q
3
w
0
U
O
U
33' i
N
O
a
SET 5/8' _
I.R. & CAP d
LS /5260 m
33' a
v }
W 3
I
o
N
33' w
I HEREBY CERTIFY. THAT THIS PROPERTY DOES NOT UE WTHIN THE
ESTABLISHED 100 -YEAR FLOOD PLANE AS PER 'F.I.R.M.' MAP ZONE C
AS SHOWN ON PANEL #12029400058,. DATED. SEPTEMBER 17, 1980.
DESCRIPTION (SUPPLIED BY CLIENT)
LOT 2, BLOCK 4, TIER 11, OF E.R. TRAFFORDS MAP OF THE TOWN
OF SANFORD, AS RECORDED IN PLAT BOOK 1. PAGE 81 OF THE
PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
w
O
I HEREBY CERTIFY THAT THE 'BOUNDARY AND LOCATION SURVEY SHOWN HEREON IS
FOR THE BENEFIT OF THE CUENT LISTED. AND IS TRUE AND CORRECT TO THE BEST OU
MY KNOWLEDGE AND BELIEF, AND THAT IT HAS BEEN PREPARED IN ACCORDANCE WITH
MINIMUM TECHNICAL STANDARDS FOR THE TYPE OF SURVEY LISTED, AS SET FORTH
BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS, IN CHAPTER 81017=8,
FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUTES
ABBREVIATIONS
snn euarw rx Flll. roam sm Y.T. YOR Q TAN¢Nf.Y
,- — — '„ ,D��"'E k - DATE OF FIELD SURVEY ?LW95
O GiMWl Awat[ (MTA) L IFMSM W ASIC NEC RW\V®
mn mane �nn.im Ao warm® mane roc
Y MT YUi IG4Y®MRD M/ ggR�I-MY
ooe aAs mm aooc LfLT.,c BY.
6EV. 6FVAlra1 PZ PONT or aAVAM6 T.0 m 4 me
[h as V PAAVDm F T eoa ) wsvoUa yawAAvr S. LAKCE ANTHONY, LS. No. 52'
NOTE: NOT VAUD UNLESS EMBOSSED WITH SURVEYOR'S SEAL
un. °' Ma.0 u ww a iaa TOY a wac
cas. aAw uw( rtw¢
PROJECT NO. 95010 DATE 7/28/95 SCALE 1' 30' DRAWN S.L.A.
SURVEY PREPARED BY : NO. DATE REVISION
9mvA L.A. SURVEYING & AL&PPING, INC.
Lf L 4002 CYPRESS WOODS DR. SUITZ 190
ORLANDO, FLORIDA 32811
PNONY:(407)039-1440
FLY. (407) 649-9040