256 Wagon Wheel Ct; 18-3875; SHEDO
r
s
Job Address: QF-D _Q
Parcel ID: roZ-
SEP y'J PERMIT APPLICATION
4_
Application No: G
Documented Construction Value: ac)c) ov
0 1 C Historic District: Yes No
Residential 'CGommercial
Type of Work: New gAddition Alteration Repair Demo Change of Use Move
Description of Work: Pjy)eA I ns-n k, a 4 j chn,
Plan Review Contact Person:
Phone-37YU 29' LD355ax:
Property Owner Information
Name PRL in 0CCn Y1,UMffi-PC Phone:
Street: 11 YGLr1 1 it e1 Sa
City, State Zip: _ plr 1d M 1 y Tsn y
Resident of property?:
Contractor Information
Name Q )001 ns 6- Cal i r)S
Street: . O. 2)0)( N I C)l
City, State Zip: ' :E1 1;2G 1*_i 0 Name:
l2o
Pf2 0
Phone: '
3 9W-LA Q-I' U 3 T Fax:
State
License No.:, ') I Architect/
Engineer Information Phone
Fax: _
E-
mail v'
K Mortgage
Len Oka,(
C&Z_ Address:
RECORD
A NOTICE OF COMMENC. ROPERTY.
A NOTICE OF COMME IRST
INSPECTION. IF YOU INTEN EFORE
RECORDING YOUR NOTICE work
and installations as indicated. I certify that no work or installation has commenced prior formed
to meet standards of all laws regulating construction in this jurisdiction. I understand work,
plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners,
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Wh Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe 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.
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 ICC 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.
q L4It Signature /
Agent Date 0
Owner/
Agent is Personally Known to Me or Produced
ID Twe of ID_ AIRY
HALL g;• ?$ My • COMMISSION # GG 020864 E)(
pIRES: August 14, ZOe W I ot: Bonded ThNNotary Und aaA,'
fzeqA 9 Signature
of Contractor/Agent Date Contractor/
Agent Produced
ID Name
Date
Mmy #
GG o2oa64 EXPIRES.
August 14. 2020 Bonded
Thru Notary Public Underwriters Permits
Required: Building Electrical Mechanical Plumbing Gas Roof Construction
Type: Occupancy Use: Total
Sq Ft of Bldg: Min. Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes No # of Heads Sje-
Z APPROVALS:
ZONING: % /f AMROL UTILITIES: ENGINEERING:
FIRE: Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING:
COMMENTS:
Pk ,4a es n 6 ',< 5 ' $A -e-1 a t S iwwa a n ,eJ/mii_
Grant
nst # 01810 Clerk Circuit
139 Book 9208Page:1Courtj & CoP pIr GES)RCD
Seminole County,
9/12
20183:0923 PM THIS I
TR MENT REPARED BY: Name: Address:
f
NOTICE
OF
COMMENCEMENT State of
Florida County of
Seminole Permit Number.
CERTIFIED COPY
GRANT MALOY CLERK OF
THE CIRCUIT C011RT(- BYAND CC'
r1%
APTRJLLERSEMIii6) i; v 'NTY, LC1R; 'IUTY CLERK
oate Parcel
ID
Number: The undersigned
hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,
Florida Statutes, the following Information Is provided in this Notice of Commencement. OF PROPERTY: (
Legal description of the property and street address G NERAL `
In lON .]" 1OF
IMPROVEMENT:
1 mkirINFORMATION: Address:
a -
1 1 Fee Simple
Title Holder (if other than owner) Address: Persons
within
the State of Florida Designated by Owner upon whom notice or other documents may be served as proviide
1d bySection 713.13(1)(b), Florida Statutes. Name: rV
In addition
to himself, Owner Designates To receive
a copy of the Lienor's Notice as Provided in Section 713.
13(1)(b), Florida Statutes. Expiration Date
of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date
Is specified) WARNING TO
OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF - COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,° FLORIDA STATUTES,
AND CAN 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 COMMENCING
WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties
of perjury, I declare that I have read the foregoing and that the facts stated in it are true to tnmzge
and ef. is Sign
re 0 er's ri red Name Florida Statute
713.13(1)(g): he er must sign the mmencement and no one else may be permittedto sign in his or her stead.' State of
It County of t-J3LC The foregoing
instrument was acknowledged before me this ` day of SiC92 =1 L7CiY 20 V3 by v-
oi . Who is personally known to me Name ciperson
mak ng statement OR who
has produce identification type of identification produced: AIM y
MYHALLMY COMMISSION
A 00 020604 EXPIRES: August
14, 2020 r A"
eV' BandedThru Notary Public UII MWIIi 3
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: q._LA_ Ig
I hereby nat
an agent of -
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
TEke_Wecific permit and application for work
Expiration Date for This Limited Power of Attorney:
License Holder Name: 0 3 60-s) e l Cl `TIC
State License Number: `- a )1q11
Signature of License Holder:{,,.
STATE OF FLORIDA
COUNTY OF Wlj!lf
The foregoing instrument was acknowledged before me this day of ,
200 8 , by N mcs who is ((D-e ally known
to me or who has produced
s
as
identification and who did (did not take an oath.
r
Notary Seal)
Print orQPJname
Notary Public - State of
Commission No. MC7 - `
My Commission Expires
riAMYR1 • HALL
MY COMMISSION# GG 020864
Rev. 08.12) o ` EXPIRES: August 14, 2020
Q, Bonded Thru Notary Public Underwriters
usine f '7rQesihai
Regulation
Ken Lawson, Secretary
September 23, 2016
Alex Martens
Superior Sheds, Inc.
2323 S. Volusia Ave
Orange City, FL 32763
RE: Manufacturer Certification, ID MFT-113; Expiration Date: September 22, 2019
Dear Alex Martens
FLA Manufactured 8w1ding Pm fam
1940 North Monroe Sired
Sde 9QA
Tallahassee, FlwWa 323 G772
Pftna 650AT1824, Fax M,414,8436
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
Email generated by the BCIS (www floridabuildino.oro) for online renewal. If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at www.floridabuildin(i.org to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc: Professional Service Industries
Rick Scoot Governor
FLA Manufactured l3tilding Pmgrdm
1940 Nonh Monroe meet
StAe 90A
Talahassee, Flarda 323 O772
1'ror ; 950 487.1924• Fax_ 850,414.8436
Ken Lawson, Secretary
September 23, 2016
Alex Martens
Superior Sheds, Inc.
2323 S. Volusia Ave
Orange City, FL 32763
RE: Manufacturer Certification, ID MFT-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
Email generated by the BCIS (www.floridabuildin(i.org) for online renewal. If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at www.floridabuilding.org to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc: Professional Service Industries
Rick Scott Govemor
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 3.0" 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 S-6"
13"-8" 280 S-6"
240 3-6"
200 3'-6"
160
6'-0" 120
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH X1 X2 X3
13'-8" 1-10)" 1,-t04"
11'-8" 2'-8" 6'-4"
10'-0" V-7" C-10"
8'-0" 0'-9" 6'-B"
6'-0"
VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4"
SKIDS ONLY. IS-8" WIDE SHEDS HAVE (4) SETS OF SKIDS.
30" AUGER ANCHOR
4,900LB)
INSTALLED PER MANUFACTURER'S
INSTRUCTIONS. EYELET AT
MAXIMUM OF 6" ABOVE GRADE.
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)4"x4"
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 4B).
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"x8"x16" 177BLBS CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
II 4"x8"x16" 3500LBS CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III 16"x16" 3950LBS ASS PLASTIC PADS
IV 8"x8"x16" 1900LEIS CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2_ ABS PADS REQUIRED ON IV-8" AND 13'-8" WIDE SHEDS ONLY_
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & 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/DW 4-15/332 0" TO 6" 6'-0" 1936LB I, II, III, OR IV 1879LB I, 11, Ill, OR IV
11'-8" SW/DW 6.00/480 0" TO 6" 6'-0" 255SLO 1, 11, Ill, OR IV 2558LB I, 11, III, OR IV
10'-0" SW/DW 5.00/400 0" TO 6" 6'-0" 2400L13 I, II, III, OR N 2400LB I, II, III, OR N
8'-0" 1 SW 4.00/320 O" TO 6" 6'-0" 2029L8 11 II, III, OR N 2133LH 1, II, III, OR IV
6'-0" SW 3.00/240 0" TO 6" C-0" 1658LB I, II, Ill, OR N 1865LB I, II, 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 SPAGNG 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 15 NOT LESS THAN 4,900 LBS.
2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER).
LOCATE ANCHORS PER TABLE 4A OR 4B.
3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE
FLOOR SYSTEM) AND ATTACHED TB ANCHOR. THESE CAN BE EXTENDED WITH
THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATED
PORTIONS OF SHEDS ON LEVELING BLOCKS.
TABLE 4A
30" AUGERANCHOR SPACING - SINGLE WIDE SHED
WIDTH LW* UPLIFT (PLF) END ANCHOR** MAX, INTERIOR SPACING*** 13'-
8" 7.00 243 U-0" TO S-O" 11'-
8" 6.00 208 O'-0" TO S-O" 10'-0" 10'-
0" 5.00 174 0'-O" TO S-cr 10'-O" 8'-
0" 4.00 138 0,-0" TO 3'-0" 10'-0" 6'-
0" 3,00 104 0'-0" TO V-0" 10'-0" TABLE
B 30"
AUGER ANCHOR SPACING - DOUBLE WIDE SHED
WIDTH LW' UPLIFT (PLF) END ANCHOR*' MAX. INTERIOR SPACING*** 20--
0" 10-00 400 0'-O" TO S-C 5'-0" LOAD
WIDTH OF UPLIFT ON RUNNER LOCAnON
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 1V-0" BETWEEN
ANCHORS.. N
4. ANCHORS SHALL BE OSIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN EXISTING BUILDING;
IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE TO THE
SIDE AS POSSIBLE. 2"x2"
GALVANIZED WASHER 2"x2"
GALVANIZED WASHER WITH 1/2" NUT 1/2' THREADED ROD WITH 1/
2" NUT OPTIONAL FOR "HIGH SET" NOTCH OR COUNTERSINK BOLT 1/2"
THREADED ROD EYES BOLTED TOGETHER WITH 1/2"x2" ptv THRU 2"x4" BOTTOM PLATE OPTIONAL FOR "
HIGH SEi BOLT & NUT WITH (2)2"x2" GALVANIZED 1/2" COUPLER 1/2'
COUPLER i: WASHERS '(
2.
000LB SHEAR CAPACITY) TO 2%6 P.T. BASE 1/2"
x12` FORGED EYEBOLT Lt n" MIN.
1/
WED (
400
LB.)
CONCRETE WEDGE ANCHOR
INTO SLAB THRU 2"
x4" P.T. BOTTOMPLATE I' 4" MIN.
EYES BOLTED
TOGETHER WITH 1/2"x2" RADF' SEE
FABLE 1 FOR SPACING) L------- NUT WITH (
2)2"x2" GALVANIZED z TYPE 4 1, In, OR N PAD WTHVBOLT BLOCKING AS
REQUIRED (SEE TABLE 3), i/2"x3" (4O0 LB.) SIMPSON A-24 CONCRETE SLAB BY OTHERS THROVGH CONCRETE SLAB BY OTHERS THROUGH WASHERS (2.000LB SHEAR CAPACITY) CONCRETE WEDGE ANCHOR CUP OR EQUAL LOCAL CODES AND JURISDICTION LOCAL CODES AND JURISDICTION 30" EARTH
AUGER ANCHOR 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 ANCHORED TO CONCRETE TIE DOWN-
DETAILS CODE VERSION
1 FBC 2,017 EB, EdO- ASBE-7 V MANUFACTIAT. SUPERwR
SHEDS BUILDING TYPE
RESWERTYIL I Si0R40E CONSTRUCTION TYPE
V-B FIRE PROTECTION
NONE FIRE SUPPRESSION
SYSTEM NONE OCCUPANCY SfORACE
ALLOWABLE NUMBER
or STORIES T 13ASIC WIND
SPEED V 200mpA EXPOSURED
ENCLOSURE ENCLOSED
INTERNAL PRESSURE
COEFFICIENT 0.1E IMPORTANCE FACTOR
T.15 ROOF DEAD
LOAD 10PSF ROOF LIVE
LOAD 20PSF OR 300b. FLOOR DEAD
LOAD EPSF FLOOR LIVE
LOAD SM. 76PW - =PSF Orr R" RATING
OF WALLS, FLOOR, ROOF N/A MODULES PER
BURRING 1 HURRICANE PROTECTION
USAGE NO HURRICANE SHELTER
USAGE NO SQUARE FOOTAGE
LESS THAN 720 SOJ7. REVISIONS n _
MTB
Date: Lys
4/
26/16 Saai*: U)
odN/
A
d
LLJ ALL
0
GENERAL NOTES
1. FOUNDATION PLANS
ARE NOT PART OF THIS PLAN SET AND
ARE GOVERNED BY LOCAL JURISDICTION. L1._I
2.
THIS BUILDING IS EXEMPT FROM THE FBC J ENERGY CONSERVATION
CODE PER SECTION 101522. m 3.
REFER
TO TIE -DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO
MEET CODE O LJ z
LLJ
0
o_
6/
1 /
18 J Matthew T.
BOIdWIn P.E. Q Florida License #
6460B t= z F- -
Sheet:
AD-
1
OF 1
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'-O" 400
13"-8" 280 3 6"
240 3-6"
200 3'-"
160 S-v
120 3 6
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH X1 X2 X3
13'-8" 1'-104" 1'-104.
2'-8" 61-4"
10'-0" V-7" W-10"
8'-0" 0'-9. 6'-8"
6'-0" 0'-10" 51"
VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4%4"
SKIDS ONLY. IN-B" WIDE SHEDS HAVE (4) SETS OF SKIDS.
T
30" AUGER ANCHOR
4,900L6)
INSTALLED PER MANUFACTURER'S
INSTRUCTIONS. EYELET AT
AX U OF 6" ABOVE GRADE.
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)j"x4"
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%8"x16" 177BLBS CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
4"x8'x16, 3500LBS CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
LVII 16"x16" 3950LBS ABS PLASTIC PADS
8"x8"x16, 1900LBS CONCRETE BLOCK QU
CEMENT AND SAND MIX
BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"xW) MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2_ ABS PADS REQUIRED ON 11'-8" AND 13'-e" WIDE SHEDS ONLY_
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & 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/DW 4-15/332 0" TO 6" 6'-0" 19361B I, II, Ill, OR IV 1879LB I, ll, Ill, OR IV
1 1'-8" SW/DW 6.00/480 0" TO 6" 6'-0" 2558LB I, 11, 111, OR IV 2558LB I, 11, III, OR IV
10'-0" SW/DW 5-00/400 0" TO fi 6'-D" 240OL13 1, 11, 111, OR N 24DOL13 1, II, 111, OR IV
8'-0" 1 SW 4.00/320 0" TO 6" 6'-0" 2029L8 1, II, Ill, OR N 21331-13 1, II, III, OR N
W-0" 1 SW 3.00/240 IS' TO 6" 6'-0" 166BLB I, 11, III, OR N 1866LB I, II, III, OR IV
LOAD WIDTH OF UPLIFT ON RUNNER
NOTES
1. PAD SPACING IS END TO CENTER OF PAD.
2. PADS OTHER 714AN 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 4B.
3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE
FLOOR SYSTEM) AND ATTACHED TO ANCHOR_ THESE CAN BE EXTENDED WITH
THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATED
PORTIONS OF SHEDS ON LEVELING BLOCKS.
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-O" 10'-0"
1 V-8" 6.00 208 O'-O" TO 3'-O" 10' O"
10'-0" 5.00 174 0'-0" TO 3'-0" Io'-0"
8'-0" 4.00 138 0'-0" TO S-Or 10'-0"
3.00 104 0'-0" To V-T 10'-o"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH LW* UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING***
20'-0" 10.00 400 0'-0" To 3'-0" 5'-0"
LOAD WIDTH OF UPLIFT ON RUNNER
LOCATION FROM END WALL OF AUGER ANCHOR
MAXIMUM SPACING BETWEEN ANCHORS
NOTES
1L ANCHOR SPACING 15 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 IS PLACED NEXT TO AN
EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
TO THE SIDE AS POSSIBLE.
2"x2" GALVANIZED WASHER
2"x2" GALVANIZED WASHER WITH 1/2" NUT
OPTIONAL
1/2" FAOR ROD
WITH 1/2" NUT OPTIONAL FOR "HIGH SET" NOTCH OR COUNTERSINK BOLT
1/2" THREADED ROD EYES BOLTED TOGETHER WITH 1/2"x2" THRU 2"x4" BOTTOM PLATE
OPTIONAL FOR "HIGH SET' BOLT & NUT WITH (2)2"x2" GALVANIZED 1/2" COUPLER 2"z4" BOTTOM PLATE NAILED
1/2" COUPLER E WASHERS "(2.00DLB SHEAR CAPACITY) 1
TO 2x6" P.T. BASE
1/2%12" FORGED EYEBOLT I13
n"
MIN• 1/2"x5" (400 LB.) CONCRETE
WEDGE ANCHOR INTO SLAB 4" MIN.
THRU. BOTTOM PLATE--ltxTABLETISEEFORSPACING) --------_ -t-
EYES BOLTED TOGETHER WITH 1/2"x2"
BOLT & NUT WITH i TYPE 4 II, In, OR N PAD WITH
BLOCKING AS REQUIRED (SEE TABLE 3). 1/2"x3' (400 LB_) SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH CONCRETE SLAB BY OTHERS THROUGHLBSHECAPACITY)
ZED
WASHf3iS (2.000LB SHEAR CAPACITY) CONCRETE WEDGE ANCHOR CUP OR EQUAL LOCAL CODES AND JURISDICTION LOCAL CODES AND JURISDICTION
30" EARTH AUGER ANCHOR 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 ANCHORED TO CONCRETE
TIE DOWN} DETAILS
CODE VERSION 1 FBC 201Y 6th E"- ASCE--7
MANUFACNRER SUPERIOR SHEDS
BUILDING TYPE REStpFUTRgL U STORAGE
CONSTRUCTION TYPE v
FIRE PROTECTION NOW
FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY STORAGE '
ALLOWABLE NUMBER OF STORIES 1
BASIC WIND SPEED w.-2OOmvh
EXPOSURE D
ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFFICIENT 0.1a
IMPORTANCE FACTOR 1.15
ROOF DEAD LOAD 1OPSF
ROOF LIVE LOAD 2OPSF OR 30011.
FLOOR DEAD LOAD 6psr
FLOOR LIVE LOAD M. 76PSF - 125PSF WE
R" RATING OF WALLS, FLOOR, ROOF N/A
MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE NO
SQUARE FOOTAGE LESS TtW1 720 SQJT.
MTB
Date:
LL] 4/26/16
Scat.:
n N/A
odel :
W ALL
0 GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
W 2. THIS BUILDING IS EXEMPT FROM THE FBC
ENERGY CONSERVATION CODE PER SECTION
J 1015.22.
m 3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE-
0
CD
o_ 6/1/18
f--
Matthew T. Baldwin P.E.
QFlorida License 6460B
z Sheet; AD-' OF 1
PSI APPROVAL 2018-01-18
D4 ALUMINUM ROOF SHEATHING a iy=x N'
Side WdII HeaderrNSchedule (180C
Fasteners
EndWall heduee180tl Sae{ NJ D) Fasteners strap Buildingw/stra P each
end) SzeUpto14W1deNJ
b 1-
2 x4 6-0 0 3 x 0 131 ra!s 2-
2'k4"(c) 0'-0" Old} 6-s x ra!s V)
0 -
0 MAX. lx4
RUNNERS END
WA TRUSS 2%
4" TRUSS 0
24" O.C. MAX,
Max.
Span { } 1
4"x4" 6'-D" 0 3 - 3" x 0.131 nails a Tabulated values are Or nQ 2 grade Spruce -Pine -Fir lumber. 4
k4" w2'k4" 8-0" i 6 - 3" x 0.131" nails b. NJ- Number ofjack Studs required to support each end. c. Laid flat ^' a.
Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber. d. No Jack studs, but 2x6 studs laid flat. b.
NJ - Number ofjack studs required to support each end. c.
Window header for window openings that have more than 50% combined stud wall above ,t and
below, otherwise use door header schedule. , 1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS. •^' - d.
See header details for alternate layouts, i.e. 2-2"x4" or 4"x4" P.T. 2- SEE HEADER SCHEDULE RAVEFORCOMADDITIONAL ONASOX ORINFORMATION. 3. FRAMINGABOVE e. The
header can be attached to the top plate and thus have the combined strength AND BELOW. OTHERWISE REFER TO DOOR HEADERS. CODE INFORMATION equivalent and
use the maximum span stated. CODE VERSION FBC 2017 6h Eamon, ASCE-7, 2014 NEC
MANUFACTURER SUPERIOR
SHEDS W. STUDS
1y ` MANUFACTURED BUILDING BUILDING TYPERESIDENTIALLAWNSTORAGECONSTRUCTIONTYPE
V-B SINGLE 2-""
EXTERIOR HEADER
FIREPROTECTION NONE SHEATHING FIRE SUPPRESSION
SYSTEM
NONE 2) 2-.4"
WITH 1/2' PLYWOOD OR 058 FILLER
OR (1)4"z4' 2-1- OCCUPANCY STORAGE 12"x12' OR
16'x4" BETWEEN 4"x4" ALLOWABLE NUMBER OF STORIES II WALL STUDS. VENT IS SECURED TO SHEATHING AS
PER 12" MAX. BASIC WIND SPEED V° 1BOmph MANUFAGTDRERS INSTRUCTIONS C
HYDROVENT DETAIL
SIDE
WALL WINDOWS END WALLS WINDOWS & EXPOSURE OONAAE & DOORS DOOR
6' WIDE OR LESS 4"x4" W/2"x4" ENCLOSURE ENCLOSED PTI INTERNAL PRESSURE
COEFFICIENT +/- 0-18 IMPORTANCE FACTOR 1.
15 Vltert kl; ROOF
DEAD LOAD TOPSF OUTLET + NOTES -OPTIONAL
ELECTRIC
ROOF LIVE LOAD 30PSF OR 3001b POINT LOAD ALL WIRING SHALL
BE 14 GAGE 3-WIRE MC CABLE. FLOOR DEAD LOAD foPSF N r) -ENCASE
IN ALL METAL BOXES. .. FLOOR LNE LOAD STD. 75PSF - 125PSF OPT. DESIGN PRESSURES SOURCE
L R" RATING
OF WALLS, FLOOR, ROOF N/A ROOF +27.8/-
94.7 ROOF FRAMING PLAN WIRING DIAGRAM MODULES PER BUILDING 1 WALLS/DOORS/WINDOWS +
32.5/-29.2 OPTIONAL C.M plans Review: VictorCMartin, PE HURRICANE PROTECTION USAGE NO FL PE N82379, LA PE M2017 LSUCCCNU02436, TN
PE#120939 HURRICANE SHELTER USAGE NO MITEK OR ALPINE
2"x5' END WALL DOOR & WINDOW LoCATtoNS vARY SQUARE FOOTAGE 719 SOFT. OR LESS REVISIONS OR EQUAL
2".4. COLLAR
MITER OR ALPINE 2S ' S RFADE DE
AIL REV DESCRIPTION DATE BY OR EOUAL D4
ALUMINUM WALL
SHEATHING OPTIONS 2'
MAX. SEE
HEADER 3'
MAX. 2x4
STU 24' O.L.
DETAIL 1.4 RUNNER
ON INSIDE W
DT.Wn
By: 2x4 DA MTB
z Date: ENDWALLSJ12/12/
17 END WALL 0
Scale: N/A 2x4
STUDS O
HI 2x4 SOLE PLATE L-! del : z4' D.C.
MAX. FLooR FRAMING Q SS-6-180CR1 J w SOLE
PLATE 2x4SOLEPURE1111112x4FLOORFRAMINGn-
1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE t J GOVERNED
BYLOCAL JURISDICTION. 2. THIS BURRING
IS EXEMPT FROM THE FBC ENERGY CONSERVATION ALL STUDS SECURED
TO SOLE PLATE LLf -j CODE PER SECTION 1015.22. AND FL00R FRAMING
WITH 0.039' 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION N LJ LU
T tmm)x12" "" W/6-1oe NAILS STANDARD WALL DETAIL NOTE: WALL FRAMING MEMBERS ARE CONTINUOUS FROM Q REQuIREMENTs To MEET CODE. ALL RAFTERS, TRUSSES,
ARE 2.4 SPF, EXCEPT Lei VARIES 6'-0'
TO 13'-B' VARIES 6'-0' TO 13'-a. EJ OR EOUAL
R SHEATHING: WITH
DOOR & WINDOW OPTIONS FOUNDATION SILL TO
ROOF AND SECURED TO ENSURE A CONTINUOUS LOAD PATH.
WHERE WALL MEMBERS ARE NOT CONTINUOUS, SHEETMETALCLAMPS, TIES. OR CUPS I— O V)
4. STUDS, ETC. (
2 As NOTED. 5.
STRUCTURES OVER
400 So. FT. WILL HAVE AN 80" MINIMUM ELEVATION CROSS—SECTION
END ELEVATION 4'z!' P.T. ATTACHED WITHn_OOR 3
PLYWOOD 3/4. P.
T. PLYWOOD SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS THAN 0.040"
NOMINAL THICKNESS. U LLf DOOR,
6.
GLITTERS
TO
BE INSTALLED ON H OTHERS THRU LOCAL TYPICAL ARCH FRAME
WITH DOOR R24 OR EQUIVALENT. SEE TABLE 2 FOR
QUANTITY AND 3/4" T&
G 3/4" P.
T. T&Gtl) O CODES 7. ALL WINDOWS AND
DOORS TO MEET THE MINIMUM SPECIFICATIONS SPACING. 0'-0' MAX
AS PER FLORIDA BUILDING CODE. FLAT METAL STRAPS CAN
BE BENT AROUND STRUCTURAL MEMBERS 1 RF WALL STUDS,
TRUSSES, CHORDS ETC. TO HELP SECURE THESE x TAB T KID
RUNNER PACING-
WITH ANY EXISTINGBRAKES BENDS IN THE STRAP. 2z4DSO 24' O MAX.
2)
2'x4' LAID
FIAT SRFD WIDTH 1O'-O
B'-0'.
XI 2'-
e' 1'-
7.
0 90.
X2 6'-
4' 6•_
t0•
8516 v
7 Z
Q
J
T0-
T
C
EI\
j.
Se ••• : 'i I IkU. Ne: moll
TNo CV aoaT ro OD— a (1) 4'.4' LI' i 1 1 swos mLLr.
tY-a' Was vans RW[ (4) SETS aF 4ms Lij c '. IN i 2.1 BLOCKING ON
END WALLS Fo I
U) 1 8 69 I
2.
4 BLOCKINGx
o x 2"z6" IA10 FLAT
L 1 I 2x6 P.
T. 24" O.C. TYP. OPTIONAL 126PSF O 16'
O.C. G STATE .' / \ 0" TYP.
WITH
3/
4' T&G RYBOMD I OF :• // \ O n 11J P, • • \ `\
I~ 2x4 SOLE PLATE4"x4' PT. ATTACHED WITH 1124 OR EQUIVALENT. SEE
BOOR FRAMING 1 TABLE
2 FOR QUANTITY AND PACING. 7 f••••• tthe111
jI a
LJLJ 1J- ---- --- t--- MatthewT. Baldwin
P.E. Baldwin VARIES 6'-0" TO
13'-8" -1 ARIES 6'-0" TO 13'-B' z Florida License #64608 END ELEVATION END ELEVATION
WITHOUT DOOR WITH GARAG
DOOR BOOR JOIST, SEE SCHEDULE FOR SIZE J Sheet: SSB— OF ONLY ONEND*ALL) FLOORFRAMINGPLANm
PSI APPROVAL 2018- 1-18 _Side Wall Header Schedule 080C) End Wall Header Schedule 180C \
Si<e{d} Max. Span NJ {h} Fasteners W!o strap 't >
Building Width (eac7 end){c} - ^,
D4 ALUMINUM ROOF SHEATHING Fasteners w! strap 1SizeUpto14' Wide 1 2 x,1 e-0" o a 3' x 0 31' nails
each end) Max. Span NJ{b} 2 2 xa' O 0 0" 0{d} 5s" x 0 1 1' nails
40'-0" MAX. P x 0.131° nails a abula.ed aloes are or N0 2 grade Sonice-Pins it lumbe1-4"x4" 6'-0' 0 3 - 3
0" 1 6 - 3" x 0.131' nails D. NJ Number of jack studs required to support each end4'k4" w2'k4" , Laid flat
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumbc.
g
ce- lumber. d. No ..hck studs, but 2x6 studs laid flat. b.
NJ - Number ofjack studs required to support each end. c.
Window header for window openings that have more than 50% combined stud wall above " J and
below, otherwise use door header schedule. 1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS. •" d.
See header details for alternate layouts, i.e. 2-2"x4" or 4'x4" P.T. 2 SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION. ABOVE
3, WINDOW HEADERS HAVE COMBINED 5M OR MORE WALL FRAMING e.
The header can be attached to the top plate and thus have the combined strength AND BELOW, OTHERWISE REFER TO DOOR HEADERS CODE INFORMATION equivalent
and use the maximum span stated. GORE VERSION FBG 2017 6tb UK-*— ASCE-7, 2014
NEC lx4
RUNNERS MANUFACTURER SUPERIOR SHEDS M
WAtJ.
STUDS Tu MANUFACTURED BUILDING BUILDING
TYPE RESIDENTIAL LAWN STORAGE CONSTRUCTION
TYPE V-B SINGLE
2'x4" EXTERIOR
HEADER FIRE PROTECTION NONE O
II,
RIDGE
SHEATHING IiIFIRE SUPPRESSION SYSTEM NONE 2"
x4" TRUSS (2) 2'x4- WITH 1/2' PLYWOOD rtix2'x4' STORAGE iI
OR OSB FILLER OR (1)4"x4' OCCUPANCY to
0 24" O.C. II a'x4' ALLOWABLE NUMBER OF STORIES 1 w
II 12"x12' oR 16'x4' BETWEEN of
MAX. J, WALL STUDS. VENT IS SECURED j
TO SHEATHING AS PER 12" MAX, BASIC WIND SPEED Vw-t80mph MANUFACTURERS
INSTRUCTIONS C HYDROVENT
DETAIL SIDE WALL WINDOWS END WALLS WINDOWS LG EXPOSURE END
WA TRUSS 4'X4" W/2 X— ENCLOSURE ENCLOSED OPTIONAL &
DOORS DOOR 6' WIDE OR LESS INTERNAL PRESSURE COEFFICIENT +/- O.18 IMPORTANCE
FACTOR 1.15 ROOF
DEAD LOAD 1OPSF G.
F.I. + NOTES -OPTIONAL ELECTRIC ROOF LIVE LOAD 3OPSF OR 3001b POINT LOAD OUTLET °
FLOOR DEAD LOAD 10PSF ALLWIRINGSHALLBE14GAGE3-WIRE MC CABLE, SOURCE
N
T T -ENCASE IN ALL METAL BOXES. FLOOR LIVE LOAD STD. 75PSF - 125PSF OPT. DEs!
cN PRESSURES L n -. "R' RATING OF WALLS, FLOOR, ROOF N/A ROOF +
27.8/-94.7 ROOF FRAMING PLAN WIRING DIAGRAM -r - - MODULES PER BUILDING , OPTIONAL)
Plans Review: vil—C Martin, PE WALLS/DOORS/WINDOWS +32.5/-29.2 FLPE#82379,LAPEM2017 HURRICANE PROTECTION USAGE No LSUCCC#
U02436, TN PE#120939 HURRICANE SHELTER USAGE No MITEK
OR ALPINE 2'x5' END WALL. 'DOOR & WINDOW LOCATIONS VARY SQUARE FOOTAGE 719 SQFT. OR LESS OR
EQUAL REVISIONS x
z " 2"x4' COLLAR s "Et°E °EraL REV DESCRIPTION DATE BY MITEORAPINE2'x OR
EQUAL D4
ALUMINUM WALL VARIE
SHEATHING
OPTIONS 2"
MAX. SEE
HEADER / IA
C 3. MAX 2x4 STUD DETAIL / 24'
O.C. 1x4
RUNNER ON
INSIDE Ld
Drawn By: MTB
2.4 BLOCKING ENO
WALLS / / J
Date: z
12/12/17 END
WALL O SCDIe: 1^
N/A 2.
4 STUDS O 2.4 SOLE E (n LL! Adel ROOK
FRAMING Q PLAT
Ln
24" O.C. MAX. SS-B-180CR1 2.
4 SOLE PLATE 2.4 SOLE PATEGLIN wL 1 IL L 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE ROOK
FRAMING FPAMINGw GOVERNED BY LQCAL JURISDICTION. 2.
THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION ALL
STUDS SECURED WITH SOLEPLATE W J CODE PER SECTION 1015.22. FLOORWR
ANDFLOORFRAMINGH 0.039' 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION TO
L-T(1mm)x12" STRAP W/6-10d NAILS STANDARD WALL DETAIL NOTE WALL FRAMING MEMBERS ARECONTINUOUSFROM Q REQUIREMENTS RAFTMEET TRUSSES. ETC. ARE2.4 (2 SET, EXCEPT MEET CODE. LYU %
L OR
EQUAL FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A 4. ALL STUDS, RAFT BOOR SHEATHING: WITH
DOOR & WINDOW OPTIONS CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE Q AS NOTED. VARIES 6'-0"
TO 13'-8' ARIE9 6'-0' TO 13'-e' _ / NOT CONTINUOUS, SHEET METAL CLAMPS, TIES, OR CDPS 5. STRUCTURES OVER 400 So. FT. WILL HAVE AN BO' MINIMUM 3/4" P
TYWPLOYWOOD SHALL BEFORMED OF GALVANIZED STEEL OF NOT LESS U DOOR. ELEVATION CROSS—SECTION
END ELEVATION 4'xC P.T. ATTACHED WITHTHAN 0.040" NOMINAL THICKNESS. WCl 6. GUTTERS TO BE INSTALLED oN-SITE BY OTHERS THRU LOCAL H24 OR 3/
4T&G EQUIVALENT. SEE W 0CODES, TYPICAL ARCH FRAME WITH
DOOR TABLE 2 FOR QIWtiITY AND - 3/4' P.T. T&G 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM sPEcIFICAnoNs SPACING. MAx AS PER
FLORIDA BUILDING CODE. FLAT METAL STRAPS CAN
BE BENT AROUND STRUCTURAL MEMBERS L OF WALL STUDS,
TRUSSES. CHORDS, ETC. TO NELP SECVRE THESE 2Z-ft 2r I
I(2) 2'x4" LAID FLAT SRED WIDTH TABLE SKID RUNNER
X1 2
PINT"
X2 X3
L-
LL
W'
BRZS BENDS
IN THEVSTFAP..•
V. .. •." ITH ANY EXlS 1 •L+ L I j
J` •• // rr 1.6'-10"^``// 0'-9' I rv1 A
maM 6x0
D< JOIST TO CENTERS OF Q) !N' L - ro I1 sacs dlLr. 1Y-a•
W®
E slurs wrE µ) sTs w sxus W I n 2,4 BLOCKING ON
ENO
WALLS of I I
l 2,4 BLOCKING2"x6"
LAID FLAT 2x6
P_T. 24" O.
C. TYP. 126PSF 0 16' O.C.
STATE 4/ OPTIONAL TYP. WITH 3/4" T&
G PLYBOARD I j V F •' . • ti / C P I' P,•' •' 2.4 SOLE PLATE 4"
x4" P.7. ATTACHED
Wm+ 24 OR EQUIVALENT. SEE TABLE
2 FOR QUANTITY AND
FLOOR FRAMING MAX 1 SPACING. 7
r \' ` rr L ^ LJ1 EU
1
Matthew T. Bold P.
E. attheMahe ARIES 6'-0' TO13'-8"
vARIEs 6•-O" To 13•-6• Z License #64608 END ELEVATION END ELEVATION WITHOUT DOOR
WITH GARAGE DOOR' ROOR
JOIST, SEE SCHEDULE FOR SIZE
J Sheet: SS B — 0 ONLY ON ENDWALL) FLOOR FRAMING PLANm
CITY OF
e 4. SANFORD
FIRE DEPARTMENT
Building & Fire Prevention Division
RESIDENTIAL SHED AFFIDAVIT
120 SQUARE FEET OR LESS)
PERMIT #: ADDRESS: W CAOlf HEREBY
AFFIRM THAT ALL OF THE FOREGOING INFORM'
A MON IS TWE AND ACCURATE. THE SHED TO BE INSTALLED ON THE PROPERTY LISTED ABOVE WILL BE REQUIRED TO MEET THE FOLLOWING:
INSTALLED TO MEET ALL MANUFACTURER REQUIREMENTS, PROPERLY TIED DOWN PER MANUFACTURER RECOMMENDATIONS,
AND LOCATED ON THE PROPERTY IN ACCORDANCE WITH THE APPROVED SITE PLAN. SITE BUILT SHEDS MUST ADHERE
TO COMMON CONSTRUCTION PRACTICES. I UNDERSTAND THAT FAILURE TO PROPERLY LOCATE THE SHED IN THE APPROVED LOCATION
WILL BE A VIOLATION OF CITY CODES AND COULD RESULT IN THE SHED HAVING TO BE RELOCATED OR TAKEN DOWN AT THE OWNER'
S EXPENSE. Eq—
L—ICENSEDCONTRACTOR LICENSE #:
COMPANY /
CONTRACTOR: CONTRACTOR
SIGNATURE: co/
b,"') S DATE:
H
HOMEOWNER (OWNEWBUILDER) OWNER/
BUILDER NAME: OWNER/
BUILDER SIGNATURE: DATE: PLEASE
NOTE" THE
BUILDING DEPARTMENT WILL NOT CONDUCT ANY INSPECTIONS ON SHEDS SIZED 120 SQUARE FEET OR LESS.
THIS AFFIDAVIT MUST BE PROVIDED, SIGNED AND NOTARIZED, AT THE TIME OF PERMIT SUBMITTAL AND WILL
SUFFICE AS THE FINAL INSPECTION APPROVAL -FOR THE SHED. STATE
OF FLORIDA COUNTY OF I ^ - ' (
Sworn
to and Subscribed before me this day of ('i v " 20 (d by: ca"
h1vi, / 4a- . Who is Personally Known to me or has 0/produced (type of iC,
o identification _ _
c', (, (v as1 identification. Signature
of Notary Public State
of Florida Print/
Type/Stamp Name of
Notary Public DEBBIE
BLANTON MY
COMMISSION # FF 176648 EXPIRES:
February 25, 2019 Bonded
Thru Notary Pubric Underwriters Effective:
August 1, 2017