1307 Wynnewood Dr - BR18-002616 - Utility ShedCITY OF
191*._ SkNFORD
FIRE DEPARTMENT
Job Address: ?7.D.7 L•i/7,ie
It
Building & Fire Prevention Division
I t$ PERMIT APPLICATION
Application No: a
Documented Construction Value: $ y GD
tirW?P
2 77/ Historic District: Yes No
Parcel ID: 9 , Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: AR ,$ /lo01
Zlan.Re.v-ie-w-ContactPerson: P
jfih,on_e:.z4,',*2 2k.'
c Title: eal /7 c-R
ax: mailJiey er h o u• e'G'e-7 Property-Owner-
Informatlon Name m\/
1-1 i'r Phone:Rio Street: /3
D 7 K o n nn e Wdo 41 De Resident of property? : Pl City, State
Zip: S 7/ Contractor Information
Name Street:
City,
State
Zip: Name: Street:
City,
St,
Zip: Bonding Company:
Address: Phone:
Fax:
State
License
No.: Architect/Engineer
Information Phone: Fax:
E-
mail: _
Mortgage Lender:
Address: 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. 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,
heaters, tanks, and air conditioners, etc. 5V FBC 105.
3 Shall be inscribed with the date of application and the code in effect as of that date: 61" Edition (2017) Florida Building Code 99, Revised: August
I, 2017 Permit Application
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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
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.
1k
Signature o wner/Agent Date
Print O ner/Agent's Name
DEBBIE BLANTON
MY comossloN 0 FF 17WB
EXPIRES: February 25. 2019
Bonded TAiu NOWY PUNC Undernii.eF$
Owner/Agent is Personally Kn wn to Me or
Produced ID Type of ID1
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use: Flood Zone:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
of Stories:
Plumbing - # of Fixtures
of Heads I Fire Alarm Permit: Yes. No
APPROVALS: ZONING: G, // .20/0 XUTILITIES:
ENGINEERING: FIRE:
WASTE WATER:
BUILDING: -SP
COMMENTS: d a &% eic: c 4,*n , CAeJ k/. f-h cu A -e 12 y /6 5 6
Revised: August I, 2017 Permit Application
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
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
I understand that state law requires construction to be done by a licensed contractor and have applied for
an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of
the property listed, may act as my own contractor with certain restrictions even though 1 do not have a
e( license.
I understand that building permits are not required to be signed by a property owner unless he or she is
responsible for the construction and is not hiring a licensed contractor to assume responsibility.
I understand that, as an owner -builder, I am the responsible party of record on a permit. 1 understand that 1
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
licensed in Florida and to list his or her license numbers on all permit and contracts.
1 understand that 1 may build or improve a one -family or two-family residence or a farm outbuilding. I
may also build or improve a commercial building if the costs do not exceed $75,000. The building or
residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
lease. If a building or residence that I have built or substantially improved myself is sold or leased within
in I year after the construction is complete, the law will presume that I built or substantially improved it
for sale or lease, which violates this exemption.
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
I understand that 1 may not hire an unlicensed individual person to act as my contractor or to supervise
persons working on my building or residence. It is my responsibility to ensure that the persons whom I
employ have the licenses required by law and by city ordinance.
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any
injuries sustained by an unlicensed person or his or her employees while working on my property. My
homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -
builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
I understand that 1 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 my building who Is not licensed
must work under my direct supervision and must be employed by me, which means that I must
comply with laws requiring the withholding of federal income tax and social security contributions
under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
for the employee. I understand that my failure to follow these laws may subject me to serious financial
risk.
Rev. 9.14.2009
I agree that, as the party legally and financially responsible for this proposed construction activity, 1 will '
abide by all applicable laws and requirements that govern owner -builders as well as employers. 1 also
understand that the construction must comply with all applicable laws, ordinances, building codes, and
1 zoning regulations.
am of aware ofconstruction practices and I have access to the Florida Building Codes.
I-
ILII
1 understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that 1 may contact the Florida
Construction Industry Licensing Board at 1-850487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for
more information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
information that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an
individual or firm is injured while working on your property, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
coverage.
roPparty9d' are`ss MA 3a 7 71
e , do hereby state that I am qualified
and cap le of performing the requested construction involved with the permit application filed and agree to the
conditions specified above.
Date
Form of Identification
Must be Photo ID)
6- %— 1k
A violation of.this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing work that requires licensure under
the permit issued.
Rev. 9.14.2009
SCPA Parcel View: 31-19-31-524-0500-0140 Page 1 of 2
Uav,01oM11011. fir# Property Record Card
L— Parcel: 31-19-31-524 0500 0140
t KftsYXLGcX—Y.tIOR . Property Address: 1307 WYNNEWOOD DR SANFORD, FL 32771-4640
Parcel Information
Parcel 31-19-31-524-0500.0140
Owner(s) PENICK, MYRTIE L
Property Address 1307 WYNNEWOOD DR SANFORD, FL 327714640
Mailing 1307 WYNNEWOOD DR SANFORD, FL 327714640
Subdivision Name NNEWOOD
Tax District St-SANFORD
DOR Use Code 01-SINGLE FAMILY
Exemptions 00-HOMESTEAD(1994)
Legal Description
LOT 14 + E 26 FT OF LOT 13
BLK 5
WYNNEWOOD
PB4PG92
Value Summary
Yalues
2018 Working
Cost/Market
51, 003
e $1,400
20,855
73.258
I
2017 Certified
Values
Cost/Market
1
48,043
1,400
16,684
66,127
Portability Adj
Save Our Homes Adj $12,607 $6,723
Amendment 1 Adj $0
P&G Adj $0 $0
Assessed Value $60,851 $59,404
Tax Amount without SOH: $581.00
count $537.00
nator
Save Our Homes Savings: $44.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxes
Taxing Audwrlly Assessment Value Exempt Values Taxable Value
County General Fund $60,651 $35,651 $25,000
Schools $60,651 $25,000 $35,651
City Sanford $60,651 $35,651 $25,000
SJWM(Saint Johns Water Management) $60,651 $35,651 $25,000
County Bo1M! $60,651 $35,651 $25000
Sales
Description Dale I Book Page Amount Qualified Vac/Imp
QUIT CLAIM DEED 2HN90 01933 1398 $100 No Improved
WARRANTY DEED 1/1H971 00858 0406 $16,000 Yes Improved
Ind Comparable Salea
Land
Method Frontage Depth Units Units Price Land Value
FRONT FOOT 3 DEPTH 86,00 136.00 0 $250.00 $20,855
Building Infonnaflon
Is
R Description Year Built Fixtures Bed Bath Base Area Total SF LhrpActual/Effective ig SF Ext Wall Adj Value Repl Value Appendages
1 SINGLE 1957 3 3 1 n 1.053 1,616 1,206 CONC $51,003 $88,700 Description AreaFAMILYBLOCK
http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=31193152405000140 6/7/2018
Nikolaos Tomaras
TO:
Jetstar Inc
10825 Andrade Dr
Zionsnille, IN
FOR:SERVICE DATE 03.31.2018
INVOICE
INVOICE #229
DATE: JUNE 4, 2018
DESCRIPTION HOURS RATE AMOUNT
PMB service Unit # 1711 mileage 177272 Date 03.31.2018, Parts, 11 gal
15w40 oil, 1 K37-1012 fuel filter, 1948921pe oil filter, 1
1922496pe oil filter, i 1852006pe fuel filter. 1 gallon coolant. 6.3 16.50 103.95
Note! Parts in bold were purchased under suck p.o.
Remove dismount patch remount and install LRFI tire 2.1 16.50 34.65
PMB service Unit # 1705 mileage 209873 Date 04.01.2018, Parts, 11 gal
15w40 oil, 1 K37-1012 fuel filter, 1948921pe oil filter, 1 6.3 16.50 103.951922496peoilfilter, 1 1852006pe fuel filter. 1 gallon coolant.
Note! Parts in bold were purchased under stock p.o. 2 f37-1018
upper and lower cabin air filters
Unit 1705 milage209873 Date 04.01.2018 Remove dismount mount and
Install 4 Rear axle drive tires Used 4 michelin 11R22.5 WS tires from 4.6 16.50 75.90
stock
TOTAL 318.45
Page 1 of 1
Parcel: 31-19-31-524-0500-0140 Building No.: 1 Page No: 1
http://Pameldetaii.scpafl.orgIFootprintPage.aspx?PID=31193152405000140&BLDGNO=I ... 6/7/2018
RECORD COPY
FLA hlarwfacaured Guk'ing P*jramBUsineSS, 11 1540 t1orth kIonroe Streett.•Suge90AProfessionalTaSahmsz, Floida3239-0-0772
Rc tithtic)n ?hone:850487.1824-' Fax: 850.a148436
Ken Lawson, Secretary Rick Scott, Govemor
September 23, 2016
Alex Martens
Superior Sheds, Inc.
2323 S. Volusia Ave
Orange City, FL 32763
RE: Manufacturer Certification, ID MiT-113; Expiration Date: September 22, 2019
Dear Alex Martens
It is my pleasure to inform you that Superior Sheds, Inc., located at 2323 S. Volusia Ave, Orange
City, FL 32763, has been approved under the Manufactured Buildings Program, as provided for
under Chapter 553, Part I, Florida Statutes, to manufacture Storage Sheds, Manufactured
Buildings for installation in Florida.
Construction or modification on a manufactured building cannot begin until the Third Party
Agency has approved the plans in accordance with the current Florida Building Code. Your Third
Party Agency Is a contractor for the Department and has statutory authority and responsibilities
that must be met to maintain approved status. You may expect and demand quality plans
review and inspections.
Each Code.change will make your plans obsolete until they have been reviewed, approved and
indicated [on the cover page of the plans) for compliance with the Code by your Third Party
Agency for plans review. Please ensure that your plans are in compliance and are properly
Posted on our website. All site -related installation issues are subject to the local authority
having jurisdiction.
The Department's contractor will make unannounced monitoring visits at least once each year.
You must grant complete access to your manufacturing facility and records to remain in
compliance with the rules and regulations of this program.
Your certification is approved for three years from this date. You will receive a renewal notice by ;;01LD11V6
Email generated by the BCIS (www.floridabuildino ora) for online renewal. If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436. 3ANFORD
Please visit our website at www.floridabuildino.orn to see valuable information on the Florida O
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Sincerely, ## 1 8- 2 6 16
Robert Lorenzo
Manufactured Buildings Program
cc: Professional Service Industries
Q DIVISIONQ/1,NF RD BOIL
MPUANCE A PER0.411' !SSUED SHALL BE CONSTRUED TO BE A
REVIEWED ppq CODE CO LICI!Sr TO PROCEED WITH THE WORK AND NOT AS6, H.rinm TO VIOLATE. CANCEL. ALTER OR SET
XAMINER AS!UE ANY OF THE PROVISIONS OF THE TECHNICALrCrjE3, NOR SHALL ISSUANCE OF A PERMIT PREVENT
1S
v THE BUILDING OFFICIAL FROM THE
DATE REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE
SETUP AND INSTALLATION OF SINGLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC 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 THE HIGH SPOT AND LEVELED. THE OTHER END OF THE
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING
IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED.
3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
SPACING (SEE TABLE 3).
4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED
THRU THE 2"x4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL
1/2" THREADED ROD (FOR A "HIGH SET") IS SECURED THRU THE HOLE.
5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2" HOLE IS DRILLED INTO THE
CONCRETE 1-1/2" OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM
PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2"
WEDGE ANCHOR.
7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5" WEDGE ANCHOR THRU THE
2"x4" BOTTOM PLATE.
TABLE 1
ANCHORING TO CONCRETE
SHED WIDTH UPLIFT (PLF) ANCHOR SPACING
20'-0' 400 3'-6'
13'-8" 280 S-6'
ll'-8 240 S-
10'-0' 200 S-6•
8'-0' 160 S-v
6'-0" 120 Sc TABLE
2 SKID
RUNNER SPACING* SHED
WIDTH X1 X2 X3 13'-
8" 1-104 1'-Ioj I'-10! 11'-
8' 2'-8" 6'-4' 10'-
0' V-7' 6'-10" 8'-
0" 0'-9' 6'-6- 6'-
0- 0'-10- 51' VALUES
ARE FROM END OF JOIST TO CENTERS OF (2) 4'x4' SKIDS
ONLY. 13'-S' WIDE SHEDS HAVE (4) SETS OF SKIDS. T
30"
AUGER ANCHOR 4,
900LB) SETUP
AND INSTALLATION OF DOUBLE WIDE SHED 1.
BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS PLACED
ON THE HIGHEST LOCATION OF 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 (SEE TABLE 3). 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 "x42" BOLT
AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE LINED
UP AND BOLTED SECURE. 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 TABLE 48). 5.
ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED.
6.
ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO FOOTER (
GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. TABLE
3A PAD
TYPES TYPE
PAD DIMENSIONS MAX. LOAD' MATERIAL 1
2'xB'x 16" 1778LBS CONCRETE BLOCK C'JALITYCEMENT
AND SAND MIX II
4'x8'x16' 3500LBS CONCRETE BLOCK C)1ALITY CEMENT
AND SAND A4X III
16"x 16" 3950LBS ASS PLASTIC PADS IV
S'x8"x16" 1900LBS CONCRETE BLOCK CUALIIY ICEMENTANDSAND 'AIX BASED
ON 20DDPSF SOIL BEARING CAPACITY (2000PSF IS TYPIC4L), NOTES
1.
HOLLOW OR SOLID CONCRETE BLOCKS (B'x8'x16') MAY BE STA:•KED ON
PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING. 2.
ABS PADS REQUIRED ON 11'-B' AND 13'-B' WIDE SHEDS ONLt.• TABLE
3 SUPPORT
FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE do DOUBLE WIDE SHEDS SHED
DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE SHED
WIDTH TYPE LW'(PLF) END PAD MAX. SPACING END PAD SIDE RUNNER PAD
TYPE INTERIOR
PAD
SIDE
RUNNER PAD
TYPE 13'-
8" SW/OW 4.15/332 Cr TO 6" 6'-0' 1936LB I, It. III, OR IV 1879LB I, 11, III, OR IV 11'-
8" SW/DW 6.00/480 Cr TO 6' 6'-D' 2558LB I, II, III, OR IV 2558LB I, II, III, OR IV 10'-
0" SW/DW 5.00/400 0' TO 6" 6'-0' 240OLS 1, 11, III, OR IV 2400LB 1, It. III, OR IV 8'-
0- SW 4.00/320 0" TO 6" 6'-0" 2029L8 it. It. III, OR IV 2133LB I, It. III, OR IV 6'-
0" SW 3.00/240 0' TO 6" 6'-0- 1658L8 1, II, Ill. OR IV 1866LB 1, It. III, OR IV LOAD
WIDTH OF UPLIFT ON RUNNER NOTES
1.
PAD SPACING IS END TO CENTER OF PAD. 2.
PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER 3.
USE SAME MAXIMUM SPACING FOR INTERIOR SPACING. GENERAL
NOTES & SPECIFICATIONS FOR AUGER ANCHORS 1.
BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE AUGER
ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL. AVERAGE HOLDING
STRENGTH IS NOT LESS THAN 4,900 LBS. ' 2.
ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER). LOCATE
ANCHORS PER TABLE 4A OR 48. 3.
THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE FLOOR
SYSTEM) AND ATTACHED TO ANCHOR. TABLE
4A 30'
AUGER ANCHOR SPACING - SINGLE WIDE SHED
WIDTH LW UPLIFT (PLF) END ANCHOR" MAX. INTERIOR SPACING••• 13'-
8" 7.00 243 0'-0' TO S-v 10'-0' l
l'-B" 6.00 208 0'-0" To 3'-0'' 10'-0" 10'-
0" 5.00 174 O'-O" TO S-cr 10'-0' 8'-
0' 4.00 138 V-e TO S-0' 10'-0' 6'-
0" 3.00 104 0'-0' TO S-0' 10'-0' TABLE
B' 30' AUGER ANCHOR SPACING - DOUBLE WIDE SHED
WIDTH LW I UPLIFT (PLF) END ANCHOR -- MAX. INTERIOR SPACING... 20'-
0" 1 10.00 1 400 1 0'-0" 70 S-Cr 1 5'-0" LOAD
WIDTH OF UPLIFT ON RUNNER LOCATION
FROM END WALL OF AUGER ANCHOR MAXIMUM
SPACING BETWEEN ANCHORS NOTES
1.
ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 2.
ALL MEASUREMENTS ARE CENTER -TO -CENTER. 3.
THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER. ADDITIONAL
INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0- BETWEEN
ANCHORS. 4.
ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED 6 PLACED NEXT TO AN EXISTING
BUILDING: IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE TO
THE SIDE AS POSSIBLE. l
1
I11
2'
x2- GALVANIZED WASHER 2"
x2" GALVANIZED WASHER WITH 1/2- NUT 1/2' THREADED ROD WITH
1/2" NUT OPTIONAL FOR 'HIGH SET' OR COUNTERSINK H21/2' THREADED ROD EYES BOLTED TOGETHER WITH 1/2'x2' THRU x+' BOTTOM PLAIT OPTIONAL
FOR 'HIGH SET' BOLT k NUT WITH (2)2'x2' GALVANIZED 1/2- COUPLER 2D2
BOTTOM PLATE NAILED 1/
2- COUPLER WASHERS (2.000LB SHEAR CAPACITY) TO 2'x6' P.T. BASE 1/
2'x12' FORGED EYEBOLT Ai:N. 4 • ., • • •
1/
2'x5' (400 LB.) CONCRETE WEDGE
ANCHOR INTO SLAB THRU
2'x4' P.T. BOTTOM PLATE MIN.
1••
EYES
BONED TOGETHER WITH i/2'x2' MADE
TYPE
1, 11. 10, OR N PAD *ITH SEE
TABLE 1 FOR SPACING) U------- -'---- BOLT
B NUT WITH (2)2'x2- GALVANIZED s BLOCKING AS REOUIRED (SEE TABLE 3). 1/2-x3' (400 LB.) SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH CONCRETE SLAB BY OTHERS THROUGH WASHERS (2.000L8 SHEAR CAPACITY) 4 CONCRETE WEDGE ANCHOR CUP OR EQUAL LOCAL CODEr AND JURISDICTION LOCAL CODES AND JURISDICTION 30'
EARTH AUGER ANCHOR I SEE TABLE 1 FOR SPACING) SEE
TABLE 4 FOR SPACING) SHED
WITH SKID SHED WITH SKID ' SHED WITH 'NO FLOOR' OPTION TO
PAD OR BLOCKING ANCHORED TO CONCRETE j ANCHORED TO CONCRETE TIE
DOWN DETAILS CODE
VERSION FIX 2017 6o ECIw ASCE-7 MANUFACTURER
SUPERIOR SHEDS BUULIxNC
TYPE RESOWMt. LAWN STORAGE CONSTRUCTION
TYPE V-B FIRE
PROTECTION NONE FIRE
SUPPRESSION SYSTEM NDNE OCCUPANCY
S10MCE ALLOWABLE
MUL48ER OF STORIES I BASIC
WIND SPEED V. Iao q" EXPOSURE
C ENCLOSURE
DICLDSTD INTERNAL
PRESSURE COEFFICIENT 0,16 IMPORTANCE
FACTOR 1.15 ROOF
DEAD LOAD 10PSF ROOF
LIVE LOAD 20PSF OR 300e. FLOOR
DEAD LOAD 6PLF FLOOR
LIVE LOAD STIR 75PSF - 12• F OPI. R'
RATING OF WALLS• FLOOR. ROOF WA MODULES
PER BUILDING 1 HURRICANE
PROTECTION USAGE NO HURRICANE
SHELTER USAGE 40 SQUARE
FOOTAGE LESS TWA 720 SOFT. n - -•
MTB Q
Date: LLI
4/26/16 Sea
N/
A N
LLJ
ALL GENERAL
NOTES 1.
FOUNDATION PLANS ARE NOT PART OF THIS PLAN
SET AND ARE GOVERNED BY LOCAL JURISDICTION.
LJJ
2. THIS-BUILDING"•IS-EXEMPT FROM THE FBC ENERGY
CONSERVATION CODE PER SECTION 11015.22. M
3. REFER TO DE -DOWN DETAILS FOR PROPER INSTALLATION
REOUIREMENTS TO MEET CODE 0
t]
W
T' eq Z_
ICENS., • ' U)
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MollheW T. Boldwin P.E. Florido
License A64608 W
N t=
Sheet AD-1 OF 1 1-
PSI APPROVAL 2018-01-18
T D4 ALUMINUM ROOF SHEATHING
o -o MAX.
QO
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h
0
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Ix4 RUNNERS
O
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W
END WA TRUSS
2•x4• TRUSS
0 24' O.C.
MAX.
WALLS
DESIGN PRESSURES
ROOF FRAMING PLANROOF27.6 -94.7
DOORS WINDOWS
2..
I.. SO
FLOOR
ELEVATION CROSS-SECTION
TYPICAL ARCH FRAME
END ELEVATION
WITHOUT DOOR
END ELEVATION
WITH GARAGE DOOR
ONL7 ON END*AW
D *ITH
Irs. RR LQUIVAIANT. SEE
TABLE 2 FOR QUANTITY AND
SPAC14a
Sidi Wall Hader Schedule 1180C
Building Wi11th —
End Wali Header Schedule (180C)
FaAlw+i•IS wrDA IAp
leachSze(a} Max. span NJpI
Size
g
Up to 14' Wide Fbsteners w/ strap end)
0- 4 - x 131' nols
Ma), -,Span NJ(b) each. end) yy4 ( i 9YPi 0(d) -•1 L 13I rmis
1-4 0 3 - 3' x 0131' nails a a alaaroues ere rx No 2 grade o" rnarR lumber
X4" v k4•
@'•0• _ _ _
0' 1 6 - 3• x 0.131' nails D IIJ• Number or jeCk studs required t0 SLppOrt each end. IIJ-
aidTabulatedvaluesarefor •:o. 2 grade Spruce -Pine -Fa lumber. c
d No lMk studs, bur 2x6 studs laid gat
NJ - Number oftack stuns required to support each end
Window header for wind,w openings that have more than WI combined stud wall above
d below, otherwise use eoo• header schedulef SEE HEADERS sHOLUE MR rROLART1O4LSeeheaderdetailsbralternatelayouts, i e. 2.2'x4' or 4'x4•
The header can be atlaKed to the top plate and thus have the
P.T.
combined strength
ADDITIONAL2. A¢ HEADER ACN(DIAE FOR HED ANAL 1R MOREI *A5rAO011NEMEIswKcoMlwcoSDeLORMORE *ALL r1EW1Nc AeLVEANDeaa,• OTNcmraE RUM TO DOOR NUDOM
uivalent and use the meiimum span stated.
MALL STUDS
1
1
II 11
I 1 EAIORSHEATHINGSNUiMNC
ALL Sn,pS, Aa SC[7JIIm ToSNt
T9R6 AS PER LU/R1i.:SURElRS PRSIALICTIO15 HYDROVE1411
DETAIL OPTIOI
tMX
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rAOD ONORc•..- 2'
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WALL WINDOWS DOQRS
EMCEE
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END
WALLS WINDOWS & DOOR
C WIDE OR LESS i
NOTES-
DMIONAL ELECT N
OUTLET _
ALL
WIRING SHALL BE 14 CAGE 3-WIRE MC CABLE. L0 -
ENCASE IN ALL METAL BOXES. SOURCE
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WIRING
DIAGRAM OPTIONAL)
100
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1
FLOOR
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FRAMING PLAN ntertek ,
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IU02476, TN PER120919 TAB
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RIOTN AT v A5 IS'-
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r-e• r-R• r-.• Io'-
0• 1•-7• r-11r e'-
0•- 6'_
p• Lr-1O• 51• Fm
Z. 1r-r .a = :7l4znvsw f• .- mi-2.6
P.I. 24• 0 C. TTP OPTIONAL 125PSr Y
IB• OC r7P. *nth S/.•
I&C PLfoo 0 I• I.T.
ATTACHED *IIH1Q4 OR EMNAVJ(
I SEE 2 TDii OIA.
NRM1 SPACING. AND SPACING.
CODE
VERSION
FBC
2011 CM EPA Asa-7. 2011 NEC MANUFACTURER
SUPERIOR SHEDS
BUILDING TYPE N
R L• RESDENIIAL LA*N
STORAx CONSTRUCTION TYPE v-
B FIRE PROTECTION NONE
I FIRE SUPPRESSION
SYSTEM NONE II ALLOWABLE NUMBER OF
STORIES I1 II BASIC WIND SPEEDv.-,60mfn INTERNAL PRESSURE COEFFICIENT
0.1e IMPORTANCE FACTOR 1.
15 ROOF DEAD LOAD
OPSF ROOF LIVE LOAD
SOPS- OR 300* POWT LOAD RUOR DEAD LOAD
IOPSF FLOOR LIVE LOAD
STD. 75PSr - 12.FSF OPT. R• RATING OF
WALLS. FLOOR. ROOT N/A MODULES PER BUILDING
1 HURRICANE PROTECTION USAGE
NO RE SHELTER USAGE
in FOOTAGE 719 SO
FT OR LESS W ,Dwn IdTB
Z DOW - —
12/12/17
Z O '• HN/
A U) W 0Qf1
Q (,I SS-
B-
180CR1 J W 1,
rOUWM,1pN PLANS ARE NOT PART OF THIS RAN SEI AND ARE a H CWER?,W BY LOCAL AUa1SPCTION. W L THISPALoNcISEILDrPTFROMTHEracEERCr c045E9vA11ON W J CODE
PER SECTION 10152L Q„ S REFER
10 DIE -DOWN DETERS FOR PROPER INSTALLATION Q REQUIREMENTS 1O
MCET CODE F- . ALL STUDS.
RAFTERS. TAUSSfS, ETC. ARE 2.. j2 SPF. EXCEPT O AS NDIED. 5 51AUCDURLs *vat
ART s0 rT *ILL wa AN e0• MMMJM DOOR CUnERS TO
BEW04LED ON -SIR BY OTHERS TWU LOCAL W CjCODES 7.
ALL **MOORSANDDOORSTO MEET THE WNLAIM SPLCFILA7KW, t.L AS
PER rLDRRYA EURD,ND CODE. 0. MT METAL
STRAPS CAR BE BEM AROUND STRUCTURAL MEMBERS OF *ALL STUDS.
TRLK-= CNOADS. M. TO HELP SECURE THESE MEMBERS: PROVIDED T79:T 711E ADDED SEND DOES NOT 941AFLAE WITH ANY C(
ISnWC BRAXES18ENDS M THE SIRAP - Q Y\E
w..........e S /// n- `\CENSe W
S V)
7 L Q STATE 4c/ `
C: • OF Matthew
T.
Boldwin P.E. Z Florid* License #
64608 m Sheet: g
SSB— 1 OF1
REQUIRED INSPECTION SEQUENCE
BP* 1,'S - (- Address:
so", L G PtRmr
Min Max lima eetion IIDescri Lion.
Footer / Setback
Siemwall
Foundation / Form Board -'Survey
Slab /' Mono Slab Pre our
Lintel / Tie Beam / FRI / Down Cell
Sheathing— Walls
Sheathing— Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
pVwall / Sheetrock
Lath Ins ection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Buildin -
Final Door
Final Window
Final Screen Room
Final. Pool Screen Enclosure
Mobile Home Building Final,
Pre -Demo
Final Demo
Final Single Famil Residence.
Final Building Other
Bun Max IIns eetion IIDescri Pion
Electric. Underground
Footer [ Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
mllllll Max IIns eetH®n IIDescII'u tIl®n-
Mechanical Rough
Mechanical Final,
Bun Max rn$ ection IIDescri Lion
Gas Underground
Gas Rough
Gas. Final
REVISED: June 2014