HomeMy WebLinkAbout152 Bedford Ct; 18-3876; SHED INSTALLi
SEP 12 2018
CITY OF
SkNF0RDPERM-IT APPLICATION
BUILDING DIVISION
Application No:
Documented Construction Value: $ 1 O
Job Address: Ira acapor(A CT Historic District: Yes [I No
Parcel ID: O " O( 7V " C I "( o
Residential Commercial
Type of Work: New QAddition Alteration
1
Repair Demo Change of Use Move
Description of Work: L,h
Plan Review Contact Persson: L - i Cll
Phone:
1)-U365Fax:
Property Owner Information
Name inn Dam f i l l i4 i c S Phone:
Title. t l MV (
c
r C
CoI 1 ins sSeVVi Ce •coal Street: arn--) -
rra n i< vn Resident of property?: City, State
Zip: 2Abk; -e Ni t-{Rp3 Contractor Information
Name c,
r I CS R - Street: I"
O ery v k n City, State
Zip:,w- 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. I understand that a
separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61h Edition (2017) Florida Building Code
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.
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.
Owner/Agent is Pers nao lly Known to Me or
Signature of Contractor/Agent Date
Cy)rk y-t IN S ft C e, A ti
Print Contractor/Agent's Name
pt -tl
Signati tate Date
Contractor/?
Produced ID '4:2 e of ID
rr•':ii:
L
AMY HALL __ MY CO
EXPIRES: August 14, 2020f : MY COMMISSION # GG 020864
m . o EXPIRES: August 14, 2020 %:eo?,".•' Bonded Thn+ Nptary PublicUnderwrlten
y;o N ` BondedThtuNoteryPubll,Und•rwrlter LOW IS FOR OFFICE USE
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: -Add-UTILITIES:
1131,
ENGINEERING: FIRE:
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
COMMENTS: 0A *v /n-f7lv// a G ' ,e 5 ' ,5 4s 54awly. , , A e
Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole Countyy, FL
Inst #2018104140 Book:9208 Page:1176-1 (1 RAGES) RCD: 9/12/2018 3:09:24 PM
REC FEE $10.00
THIS I REPARED BY:
Name: \
Address:
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
CERTIFIED COPY GRANT IMALOY
CLERK OF THE CIRCUIT COUP? T
AND COMPT?OL LER
SEM1NOl¢(4l?i)iv i1', FLORiDA '
Permit Number: Parcel ID Number:I a -a )-2c")-3w-ri C
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.
1 E4S2C PTIQpi OF Q T.Y: (LCgal descr`tion oft grope y and street`rgss i_f availab g ^-
1
GENERAL DESCRIPTIO OF IMPROVEMENT:
31 V6 I1K 11ot-hofl
Address: 54 1 1 1 ( -A-IrauMli
Fee Simple Title Holder (if other than owner)
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
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 a eft of my knowledge and belief.
fsl Sign 0 efs rinted N n
Florida S .13(1 )(g) 'The er must sign the Gce of commencement and no one elseaA be permitted to sign in his or her stead.'
State of.— County of.,dc;'M 1WC
The foregoing Instrument was acknowledged before me this day of be r . 20
by l ia -e 111 Who is personally known to me Name
f person m 'ng statement OR
who has prod ed Identification type of identification produced: AW
HALL LE
My COMMISSION It GG 020864 EXPIRES.
Augustl4 2020 gondedTIMNotetyPublkun
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Dater--y
I hereby
an agent
name and appoint. {; —V'y-y-\` 1ir1
of. \ S. 1
Name of ompany)
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):
The for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name:
State License Number: 1 A -1 bi r- S1
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF NhUjL(L.
The foregoing instrument was acknowledged before me thisq day of ,
200n_., by f `iL1n.rU5 P,("`, _ who il- p rsonally known to
me or o who has produced as identification
and who did (did noo.t*e an oath._ ea
ARiY HALL MY
COMMISSION # GG 020864 Tp ;
EXPIRES: August 14, 2020 ry
fo ' o,.• Bonded Thru Notary Public Underwriters Rev.
08.12) mgnarure--,.
N .
Print
or type name Notary
Public - State of JVL Commission
No. Gb My
Commission Expires 1
Busing ," Professi ha l
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, Manulactwured 9taiding PfgTam
1940 North IV=oe 9trevt
Side 90A
Tallahassee, Flwda 32399-0172
Phone; 850.497.1.824• Fax: 860,414,8436
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.floridabuilding.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.oro 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
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 V-6"
13'-8" 280 S-6"
11'-8" 240 3-6"
0'-0" 200 S-e
8'-0" 160
6'-0" 120
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH X1 X2 X3
13'-8" 1'-104" 1'-104" 1'-104"
11'-8" 2'-8" 6'-4"
10'-C V-7" 6'-10"
8'-0" 0'-9" 6'-6"
6'-0"
VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"xe
SKIDS ONLY. 13'-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.
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
I 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 ABS PLASTIC PADS
IV 8"x8"xi6" 19'OOLBS CO CRETE BLOCK QUTy I
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 46" WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON 11'-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'-O" 1936LB I, 11, III, OR N 1879LB I, 11, Ill, OR IV
11'-B" SW/DIN 6.00/480 0" TO 6" 6'-0" 2559LD I, 11, Ill, OR IV 2558L8 I, it, III, OR IV
10'-O" SW/DW 5.00/400 0" To 6" 6'-0" 24001_6 1, 11, 111, OR IV 2400LB i, II, ill, OR IV
8'-0" SW 4.00/320 O" TO 6" 6'-0" 2029L6 I, 11, III, OR IV 2133LB 1, II, III, OR IV
6'-0" SW 3.00/240 1 0" TO 6" W-0" 1668LB I, 11, III, OR IV 1866L6 I, 11, 111. OR IV
LUAU %IUIH 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 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 d_o' TO S-O"
1 1'-8" 6.00 208 U-1 " TO S--0 10'-0"
10'-0" 5.00 174 O'-0" TO N-0" 10'-0*
8'-0" 4.00 138 U-0" TO 3'-0" 1O'-0"
3.00 104 o'_o- TO 3'--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'-0" TO S-0" 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 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
HIGH
EYES BOLTED TOGETHER WITH 1/2'x2" THRU 2"x4" BOTTOM PLATE
OPTIONAL FOR SET" BOLT & NUT WITH (2)2"x2" GALVANIZED 1/2" COUPLER z 2'x4" PLAT£ NAILED
1/2" COUPLER WASHERS-(2.000LB SHEAR CAPACITY) TO 2"x6oPDM BASE
1/2^x12" FORGED EYEBOLT q3 a
a :
X MIN.
1/2"x5" (400 LB.) CONCRETE
WEDGE ANCHOR INTO SLAB
THRU 2%4" P.T. BOTTOM PLATE I'
4' MIN.
SEE TABLE 1 FOR SPACING) e-------
EYES BOLTED TOGETHER WITH 1/2"x2"
BOLT & NUT WITH (2)2"x2^ CJU.VANlZEO z TYPE 4 11, III, OR N PAD WITH
BLOCKING AS REQUIRED SEE TABLE 3 1/2"x3' (4o0 LB) SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH CONCRETE SLAB BY OTHERS THROUGHWASHERS (2.000LB SHEAR CAPACfTY) CONCRETE WEDGE ANCHOR CLIP OR EQUAL LOCAL CODES 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 ANCHORED TO CONCRETE
TIE DOWN DETAILS
Ism
CODE VERSION FBC 2011 6th ECirm ASCE--7
MANUFACTURER SUPERIOR SHEDS
BUILDING TIDE
U 16
RESIOFMML IA STOMOE
CONSTRUCTION TYPE V-e
FIRE PROTECTION NONE
FIRE SUPPRESSION SYSTEM RE
OCCUPANCY STORAGE
ALLOWABLE NUMBER OF STORIES 1
BAStC WIND SPEED Vr-200mvh
EXPOSURE D
ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFFICIENT 0.1a
IMPORTANCE FACTOR 7.t5
ROOF DEAD LOAD IOPSF
ROOF LIVE LOAD 2GPSF OR 3001b.
FLOOR DEAD LOAD ePSF
FLOOR LIVE LOAD sm. 75PSF - 125PSF OPE.
R" RATING OF WALLS, FLOOR, ROOF N/A
MODULES PER BUILDING i
HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE NO
SQUARE FOOTAGE LESS THAN 720 SOFT.
REVISIONS
REV I DESCRIPTON I DATE BY
f) MTB
Q Date:
W 4/26/16
Scale:
n N/A
edd
ALL
GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
w
2. THIS 13UILDING IS EXEMPT FROM THE FBC
ENERGY CONSERVATION CODE PER SECTION
J 101522
m 3. REFER TO TIE -DOWN DETAILS FOR PROPER
D INSTALLATION REQUIREMENTS TO MEET CODE
0
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o_ 6/1 /18
j Matthew T. 8aldWin P.E.
Qnorlda License #64608
W (n
z Sfieet: 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 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"
W-O" 200
8'-0"
3_W
TABLE
SKID RUNNER
2
SPACING*
SHED WIDTH X1 X2 X3
13'-B" 1'-10}" 1'-104"
11'-8„ 2'-8" W-4"
10'-0" V-7" 6'-10"
6'-0" 0'-10" 51"
VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4"
SKIDS ONLY. 13'-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 15 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"x4j"
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
I 2"x8"x16" 1776LBS 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"06" 19'OOLBS CONCRETE BLOCK QUA LITY
CEMENT AND SAND MIX
BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"06") MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2_ ABS PADS REQUIRED ON 11'-8" AND 'IN -a" 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
PAO TYPE
13'-8" SW/DW 4-15/332 0" TO 6" 6'-0" 1936LB I, II, III, OR N 1879LB I, N, III, OR IV
SW/DW 6.00/480 0" TO 6" 6'-0" 2558LB 1, 11, Ill, OR IV 255BL8 I, it, III, OR IV
10'-0" SW/DW 5.00/400 0" TO 5" 6'-0- 2400LB 1, 11, 111, OR N 2400LB i, II, 111, OR IV
SW 4.00/320 0" TO 6" 6'-0" 2029L6 I, II, III, OR IV2133LB 1, 11, III, OR IV
6'-p" SW 3.00/240 O" 1O 1658LB I, 11, 111. OR N 1866LB 1. 11, 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 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.
30" AUGER
TABLE
S AC NGA - SINGLE WIDE
SHED WIDTH LW* UPLIFT (PLF) END ANCHOR** MAX, INTERIOR SPACING***
13'-8" 7.00 243 d-O" TO S--T 10,-0"
11'-8" 6.00 208 0'-0" TO S-O" 10'-0'
10'-0" 5.00 174 V-0" TO 3'-0" 10'-0*
4.00 136 0'-0" TO S 10'-0'
3.00 104 o'-0" TO 3'-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'-0" TO 3'-0" 5'-0"
LOAD WIDTH OF UPLIFT ON RUNNER
LOCATION FROM END WALL OF AUCER 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 IS PLACED NEXT TO AN
COSTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE END W915 AS CLOSE
TO THE SIDE AS POSSIBLE.
2"x2" GALVANIZED WASHER
2"x2" GALVANIZED WASHER WITH 1/2" NUT 1/2' THREACED ROD
WITH t/2" Nur1 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" GALVAkFLED 1/2" CWPqER Z:2"x*' BOTTOM PLATE NAILED
1/2" COUPLER WASHERS "(2.000LB SHEAR CAPACITY)
1/2"x5" (400 LB.) CONCRETE
TO 2"x6" P.T. BASE
1/2"x12' FORGED EYEBOLT
D
n .' -"
MIN. WEDGE ANCHOR INTO SLAB
THRU 2"x4" P.T. BOTTOM PLATE
7- - '
MIN.
EYES BOLTED TOGETHER WITH 1/2"x2"
SEE TABLE 1 FOR SPACING) is----_-
BOLT & NUT WITH (2)2'x2" GALVANIZED TYPE 4 it, III, OR N PAD WITH
BLOCKING AS REQUIRED (SEE TABLE 3). 1/2'x3' (4100 LB_ ) SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH CONCRETE SLAB BY OTHERS THROUGH
WASHERS (2.000L6 SHEAR CAPACITY) CONCRETE WEDGE ANCHOR CI P OR EQUAL LOCAL CODES AND JURISDICTION LOCAL CODES AND JURISDICTION
SEE TABLE 1 FOR SPACING)
30" EARTH AUGER ANCHOR
SEE TABLE 4 FOR SPACING)
SHED WITH SKID SHED WITH SKID SHED WITH 'NO FLOOR' OPTION
TO PADTO OR BLOCKING ANCHORED TO CONCRETE TO CONCRETE
TIE DOWN DETAILS
CODE VERSION I FEIC 2017 61h EdIV; ASCE-7-
y MANUFACRIRER SUPEROR SHEDS Y
BUILDING TYPE 0ES1_D XWLA I AffFRESDTNTMLUSTORAGE
CONSTRUCTION TYPE V-D
FIRE PROTECTION NaNE
FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY STORAGE
ALIDWAEILE NUMBER OF STORIES 1
BASIC WINO SPEED Vr-200-h
EXPOSURE D
ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFFICIENT 0.1E
IMPORTANCE FACTOR 1.15
ROOF DEAD LOAD 10P5F
ROOF LINE LOAD ZOPSF OR 3001be
tWUK UE L( U BPSF
FLOOR LINE LOAD SID. 76PSr - 126PSi OM
R" RATING OF WALLS, FLOOR, ROOF N/A
MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE No
HURRICANE SHELTER USAGE No
SQUARE FOOTAGE LESS TR* 720 SOFT.
REVISIONS
V) MTB
Q Date:
LLJ 4/26/16
Scale:
N/A
odd
L>J ALL
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
J ENERGY CONSERVATION CODE PER SECTION
m
1015-22.
3. REFER TO TIE -DOWN DETAILS FOR PROPER
D INSTALLATION REQUIREMENTS TO MEET CODE-
0
f
J
LLJ
z
I
ALdC)
O 6/1 /1 QU
J Matthew T. Bald Win P.E.
Florida License #64608
Z
H- -
Sheet; AD- 1 OF g1
PSI APPROVAL 2018-01-18
D4 ALUMINUM ROOF SHEATHING '
40 -0 MAX.
n\-lx4
I
h
RUNNERS
O
io
mW
END WA TRUSS
2"X4" TRUSS
0 24" O.C.
MAX.
Side Wall Header Schedule (180C) End Wall Header Schedule CILOCI
Size{d}• Max. Span NJ(b) Fasteners w/o strap
each ond){c} Building Width
Fasteners wJ strapSize' Up to 14' Wide x2ti' G'-0" 0 4 - 3" x IJ.13" ra15
Max. Span NJ(b}
each end) 2-2 x4 (c) 9'-0" Old) 7 - s x i 1' rails
1-4 x4 6-0• 0 3 - 3" X 0.131" nails a. Tabulated values are for No 2 grade Spn)ce-Pine Ir lumber.
b_ NJ Number ofjack studs required to support each end.
c Laid flat
d No Jack suds, but 2x6 studs laid flat.
4"x4" w2 x4 B-0' 1 6 - 3" x 0.131' nails
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
b. NJ - Number ofjack studs required to support each end.
c. Winclaw header for window openings that have more than 50% combined stud wall above
and below, otherwise use door header schedule.
d. See header details for alternate layouts, i.e. 2-2'x4' or 4'x4" P.T.
7. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS.
2 SEE HEADER SCHEDULE FOR INFORMATION.
e. The header can be attached to the top plate and thus have the combined strength
5NN_ COMBINED FRAMING ABOVEANDOBELOW, O ERWSEKAYE REEFEIR TO DDOOOR HEADERS.
equivalent and use the maximum span stated.
j
CODE INFORMATION
CODE VERSION
FBC 2017 6t6 Edition, ASCE-7,
2014 NEC
MANUFACTURER SUPERIOR SHEDS
WALL 1V•
BUILDING TYPE MANUFACTURRESIDENTIAL LAWBUILDINGSTORAGE
CONSTRUCTION TYPE V-BJ ,
I SINGLE 2'x4"
ExTERIOR HEADER FIRE PROTECTION NONE
SHEATHING
II 1 'I FIRE SUPPRESSION SYSTEM NONE
I1 h (2) 2'z4' WITH 1/2' PLYWOODbOROSBFILLEROR (1)4-x4- 1-x4' OCCUPANCY STORAGE
I 12"x1 z' OR 16'.4' BETWEEN 4'x4" ALLOWABLE NUMBER OF STORIES ,
L II WALL STUDS. VENT IS SECURED
To SHEATHING AS PER 12" MAX. BASIC WIND SPEED Vw-IBO-ph
MANUFACTURERS INSTRUCTIONS
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS BC EXPOSURE c OPTIONAL &
DOORS DOOR 6' WIDE OR LESS 4"x4" W/2%4" ENCLOSURE ENCLOSED INTERNAL
PRESSURE COEFFICIENT IMPORTANCE
FACTOR 7.15 wlt
rtC'IL.;, ROOF DEAD LOAD IOPSF NOTES -
OPTIONAL ELECTRIC ROOF LIVE LOAD 3OPSF OR 3001b POINT LOAD OUTLET
ALL
WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE. FLOOR DEAD LOAD 1oPSF N
rL -ENCASE IN ALL METAL BOXES. SOURCE
FLOOR
LIVE LOAD STD. 75PSF - 125PSF OPT, DESIGN
PRESSURES L, QD R' RATING OF WALLS, FLOOR, ROOF N/A ROOF +
27.8/-94.7 ROOF FRAMING PLAN WIRING DIAGRAM tIrlrr,
7=sr MODULES PER BUILDING WALLS
DOORS WINDOWS +32.5 -29.2 OPTIONAL) vk PlansReview: Victor C. Martin, PE FL
PE If62379, 1A PE WZOl] H HURRICANEPROTECTION USAGE NO LSUCCC
NUO2436, TN PE e120939 HURRICANE
SHELTER USAGE NO MrrEK
OR ALPINE 1"x5" END
WALL DOOR & WINDOW LOCATIONS VARY SQUARE FOOTAGE 719 SOFT. OR LESS REVISIONS
OR
EOU4 2"
x4' COLLAR MITEK oR A11:1 2'x ' HEAOE
DETAIL REV
DESCRIPTON DATE BY OR
EQUAL 18
04
ALL,WALL V
IE SHEATHING
OPTIONS 2'
MAX. VARI / / / SEE
HEADER 3.
MAX. 2x4 SN 24'
O.C. DETAIL _
1z4
RUNNER / ON
INSIDE W
Drown By_ MTB
zx4BLOCKINGoEND
WALLS J Date: 12/
12/17 END
WALL O
Scale: I--_
N/A 2.
4 STUDS O 2.4 SOLE PLATE n W Model : 24"
O.C. MAX. FLOOR FRAMING Z
SS-
8-180CR1 2.
4 SOLE PLATE 2,4 SOLE PLATE J
W FLOOR
FRAMING a_ I~_ 1.
FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE LLI2.
GOVERNED BY LOCAL JURISDICTION. ALL
STUDS SECURED TO SOLE PLATE W __J THIS
BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE
PER SECTION 101522. AND
FLOOR FRAMING WITH 0.039' a_ 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION n
1m ).
12' STRAP W/6-10d NAILS STANDARD WALL DETAIL NOTE WALL FRAMING MEMBERS ARE CONTINUOUS FROM Q RED IREMENTS TO MEET CODE. LJ
p%J L'U Ej OR EOUAL WITH
DOOR & WINDOW OPTIONS FOUNDATION
9LL TO ROOF AND SECURED TO ENSURE A CONTINUOUS
LOAD PATH. WHERE WALL MEMBERS ARE O 4. ALL STUDS, RAFTERS, TRUSSES, ETC. ARE 2.4 02 SPF, EXCEPT ASNOTED. VARIES
6'-0' TO 13'-B' VARIES 6'-a' TO /3'-e' FLOOR
SHEATHING; 3/
4' PLYWOOD NOT CONTINVOUS, SHEET METAL CLAMPS, TIES. OR CUPS U 5. STRUCTURES OVER 400 So. FT. WILL HAVE AN 80" MINIMUM ELEVATION
CROSS—SECTION END ELEVATION 4'xl' P.T. ATTACHED WRH 3/4- P.T. PLYWOOD 3/
4' T&C SHALL
BE FORMED OF GALVANIZED STEEL OF NOT LESS THAN
0.040" NOMINAL THICKNESS. t J DOOR.
6.
CUTTERS TO BE INSTALLED ON -SITE BY OTHERS THRu Loan TYPICAL
ARCH FRAME WITH DOOR OR
EQUIVALENT. SEE TABLE
2 FOR QUANTITY AND TABLE3/4- P.T. T&G Lf Q CODES
7.
ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS SPACING.
0'-0' MAX W
AS PER FLORIDA BUILDING CODE. B.
FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF
WALL STUDS, TRUSSES, CHORDS, ErC. TO HELP SECURE THESE TAB
2 MtMtltH; HHUVIVEU 1491 IHt AUUtU tltNO Wt5 NUI INTERFERE WITH
ANY EXISTING BRAKES/BENDS IN THE STRAP. SHED
WIDTH IS-
8" 1
v-
10j' 2
1'-
10'I--
V-10' X]
Z
r...•.•.
DSOV-7- 0 .
MAX. (2)
2'x4' LAD FLAT CO2fi'a.
O'
0=10' 65f T :• ••,•\ C ENS; I
I
IryIlU6
Aff n 10 da ai JOl6r is CUeFl6 aF Q) 4"M" sacsONLY, tY-e• W s1FDs lure N) s t (1sxY)S j Li2.
4 BLOCKING ON END
WALLS p
I 1In 2.
4 BLOCKING I
Q- 1'
x6' LAID MT iO12 1 2x6
IT. 14' O.C. TYP. OPTIONAL
16' D.C. 1
ti I
IIYP.
WITH H3/4" T&G FlYBOARD I
i FATE 2.
4 SOLE PLATE 4'
z4' P.T. ATTACHED WITH 10 4OR
EQUIVALENT- S L 0
R I 0 P. : ` FLOOR FRAMING
TABLE 2
FOR QUANTITY AND SPACING. MAK
i
O N LJ lxJ
LxJ ' lJ I Matthew T.
Baldwin P.E. VARIES 6'-
0' TO 13'-8" ARIE'S
6'-0- TO 13'-B' Z Florida
License #64608 FLOOR JOIST,
SEE SCHEDULE FOR SIZE Sheet: SSB-
F END ELEVATION
END ELEVATION WITHOUT DOOR
WITH GARAGE DOOR ONLY ON
ENDWAL) FLOOR FRAMING PLAN m
PSI APPROVAL 2018-01-18 Side Wall Header Schedule (180C) End Wall Header Schedule 180C
Fasteners w/o strap
BuildingWidth
Srze{d} Max Span NJ@}
each endri,) r ,
D4 ALUMINUM ROOF SHEATHING Fasteners wl strapSizeUpto14' Wide 1-2'x46'-0" 0 4 - 3- x 0.131• nails M
NJ b (each
end) 2-2 x,tI,) 9'-0" o{d} h - 3' x 0 ? 1' nails 40'-0"
MAX. 7 n
I
h1x4
RUNNERS
I a
Y
END
WA
TRUSS 2%4"
TRUSS 24" O.
C. MAX. ax.
Span (}
a. Tabulated
values are Ter No. 2 grade Spruc ine-Fir lumber. 1-4"x4" I 6'-(r 1 0 3 - 3" x 0.131" nails b. NJ- Number ofjack Studs required to support each end. 4'k4"
w2'k4" : 8-0"0.1'41" nails +r f... P s J
c.
Laidflata. Tabulated
values are for No. 2 grade Spruce -Pine -Fir lumber. t d No
Jack' studs, but 2x6 studs laid flat, b. NJ -
Number ofjack studs required to support each end. l c. Window
header for window openings that have more than 50% combined stud wall above and below,
otherwise use door header schedule.1. E.
SFASiENERSCHEDULEFOR HARDWARE REQUIREMENTS - See header
details for alternate layouts, i.e. 2-2'x4" or 4"x4" P.T. 2 SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION. 3. WINDOW
HEADERS HAVE COMBINED 50X OR MORE WALL FRAMING ABOVE 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 ten Uiti . ASCE-7, 2014 NEC
MANUFACTURER SUPERIOR
SHEDS Wes" STUDS
NMANUFACTURED BUILDING BUILDING TYPERESIDENTIALLAWNSTORAGEIIICONSTRUCTION
TYPE
V-8 SINGLE 2'.
4" ExTERIOR HEADER
FIRE PROTECTION NONE SHEATHING II '
I
FIRE SUPPRESSION SYSTEM NONE 2) 2"
x4' WITH 1/2" PLYWOOD OR OSB
TILLER OR (1)4'x4' 2"x4' OCCUPANCY STORAGE 12'.12'
OR 16'.4' BETWEEN 4".4 ALLOWABLE NUMBER OF STORIES 1 J. WALL
STUDS. VENT IS SECURED To SHEATHING
AS PER 12" MAX. BASIC WIND SPEED v„-LaomPn MANUFACTURERS MSrRUCOON'
S HYDROVENT DETAIL
SIDE WALL WINDOWS END WALLS WINDOWS BC EXPOSURE c PTIONAL (O&
DOORSDOOR 6' WIDE OR LESS 4"x4 W /2 X4" ENCLOSURE ENCLOSED INTERNAL PRESSURE
COEFFICIENT +/- 0.18 IMPORTANCE FACTOR
1.15 V1i£w'
ttxlf q; ROOF DEAD LOAD 10PSF G.F.
I. + NOTES -OPTIONAL ELECTRIC ROOF LIVE LOAD 3OPSF OR 30016 POINT LOAD OUTLET ALL
WIRING
SHALL BE 14 GAGE 3-WIRE MC CABLE. FLOOR DEAD LOAD 10PSF E NCASE
ENCASE INALL METAL BOXES. _,rE SOURCE
O
FLOOR
UVE LOAD SID. 75PSF - 125PSF OPT. DESIGN PRESSURES
L L r WIRING DIAGRAM
g R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER
BUILDING ROOF +27.b/-94.7 ROOF FRAMING PLAN r.: ",,,:,:<>:,..:3.;= WALLS/DOORS/
WINDOWS +32.5/-29.2 0 PTI ONAL Plans Review: Victor C. Martin, PE HURRICANE PROTECTION
USAGE NO FL PEff823]9, 1A PE N42017 LSUCCC#UO2436,
TN PE 4120939 HURRICANE SHELTER
USAGE No MTTEK OR
ALPINE 2'.5" END WALL
DOOR k WINDOW LOCATIONS VARY SQUARE FOOTAGE 719 SOFT. OR LESS REVISIONS OR
EQUAL
T.4'
COLLAR Mrra; OR ALPINE 2'. ' S HEME
DEraL REV DESCRIPTON
DATE BY OR EQUAL
04 ALUMINUM
WALL VARIE SHEATHING
OPTIONS
2' MAX.
SEE HEADER
3. MAX
2.4 STUD 24' O.
C. DETAIL _ 1.
4
RUNNER ON INSIDE /
t1J DraWn
By: 2.4
ING O BLOCK ENOWALLSZMTB J z
Date:
12/
12/
17 ENO WALL
O Scale: F- A
2.4
STUDS O LUN 2x4SOLEPLATEnLiadel24' O.
C. MAX. FLOOR FRAMING z (n SS-B-180CR1 2.4
SOLE PLATE 2.4 SOLE PLATE a FRAM FLOOR
LNG1- 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE LLJ GOVERNED
BY LOCAL JURISDICTION. A11 ST.
SECURED TO SOLE PLATE tJ.l J 2. THIS BUILDING 15 EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PERSECTION101522. AND FLOOR
FRAMING WITH 0.039" Q_ 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION lJ X
Imm)x,2' STRAP W/6-10d NAILS STANDARD WALL DETAIL NOTE WALL FRAMING MEMBERS ARE CONTINUOUS FROM Q REQUIREMENTS TO MEET CODE. LJ L!
LJ OR EQUAL WITH DOOR &
WINDOW OPTIONS FOUNDATION SILL
TO ROOF AND SECURED TO ENSURE A CONTINUOUS LOAD
PATH. WHERE WALL MEMBERS ARE 0 4. ALL STUDS, RAFTERS, TRUSSES, ETC. ARE 2.4 /2 SPF. EXCEPT AS NOTED. VARIES 6'-
0' TO 13'-B' VARIES 6'-0' TO 13'-e' FLooR SHEATHING
3/4'
PLYWOOD NOT CONTINUOUS, SHEET METAL CLAMPS, TIES. OR CUPS U 5. STRUCTURES OVER 400 50. Fi, WILL HAVE AN 80" MINIMUM ELEVATION CROSS-
SECTION END ELEVATION 4'x4' R.T. ATTACHED WITH 3/4' P.T. PLYWOOD 3/4'
T&G SHALL BE
FORMED OF GALVANIZED STEEL OF NOT LESS THAN 0.
040" NOMINAL THICKNESS. LLJ DOOR. 6.
GLITTERS
TO BE INSTALLED ON -SITE BY OTHERS THRU LOCAL TYPICAL ARCH
FRAME WITH DOOR HOR FORUNT. SEE TABLE 2 FOR OINLITIiYAND3/4' P.T.ThG LJj' Lf) CODES 7. ALL
WINDOWS
AND
DOORS TO MEET THE MINIMUM SPECIFICATIONS SPACING. 0'-0' MAx
AS PER FLORIDA BUILDING CODE. I 8. FLAT METAL
STRAPS
CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL STUDS, TRUSSES
CHORDS, ETC. TO HELP SECURE THESE T BLE ERRPACING 2
MEMBERS; PROV
OEO
THAT THE ADDED BEND DOES NOT INTERFERE RH ANY EXISTING BRAKES/
BENDS IN THE STRAP. 2.1 O DMAX.
2)2'xt' WD
FIAT I rill SHED WIDTH
6-0'
1 1-
6' 10.. )-
a-
90 6-
4'
ri 6;
t51fi le
r
v
l_
I) •••••
O/ I v LUL: AYE
mO4 a1O v Axsr To a1ITOci a (2) 4-w• _.. swos ONLY. 1Y-r
Wut sRmt wrc (A) grs air firms. w 2x4 BLOCKING ON
END
WALLS p I
v I J`
2x4 BLOCKING
1 2'
x6'
WD FIAT I
1 I 2.6 P.
T.
24'
O.C. TYP. OPTIONAL 125PSF O 16' O.
C. STATE TYP. WITH 3/4• T&
G PLYBOARD I 0 '•. OF 2.4
SOLE PLATE 7
4'x4' P.T.
ATTACHED
WITH'. 1124 OR EQUIVALENT. SEE u
R I P • \ ` FLOOR
FRAMING - \ I TABLE 2
FOR QUANRTY AND SPACING. MAX. 11 O n
I\
J l,'II L'`JY
LJ
Q/
T
Matthew T. Baldwin P.E.
VARIES 6'-0' 3'_B• TO
13' 8' -----VARIES
6'-0'
TO 1EVATION Cl
z Florida License64608 END
ELEND
ELEVATION
WITHOUT DOOR WITH
GARAGE DOOR FLOOR JOIST,
SEE SCHEDULE FOR SIZE w
ONLY ON EHOWAII) FLOOR FRAMING PLAN
m
Sheet: S S B -
SEP 2 0
s
0 k
TF
m.
c
3
rtnc*+err_•,,,..,r•--.-mr++...:.<:
ca=>.e.......-
a.-^.>.._-.s-.-.
ten,
CITY OF
S, NF®RD . Building & Fire Prevention Division
FIRE DEPART,%iE:NT
RESIDENTIAL SHED AFFIDAVIT
120 SQUARE FEET OR LESS)
PERMIT #: / ' M-) ADDRESS:
U
HEREBY AFFIRM THAT ALL OF THE FOREGOING
INFORMATION IS TRUVAND 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.
LICENSED CONTRACTOR
LICENSE #:
COMPANY / CONTRACTOR:
CONTRACTOR SIGNATURE:
HOMEOWNER (OWNER/BUILDER)
OWNER/BUILDER NAME:
OWNER / BUILDER SIGNATURE:
DATE:
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
f (/—----
S{worn to and Subscribed before me this 1 day of 20 6/by:
Who is Personally Known to me or hasC roduced (type of i
ntification),-- ias aification. Signature
of Notary Public n = ;sP4>E : DEBBIEBLANTON State
of Florida MY
COMMISSION t FF 17E648 EXPIRES:
February 25, 2019 Bonded
Thru Notary Public Underwriters NL_ Print/
Type/Stamp Name of
Notary Public Effective:
August 1, 2017