HomeMy WebLinkAbout390 Hanson PkwyCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
FES 2 4
Application No: te— LBYcumented Construction Value: loo.
Job Address: 0 KV61.3y. pkwy Historic District: Yes D NoEl
Parcel ED: ResidentialEl' Commercial r]
Type of Work: New M AdditionEl AlterationEl RepairEl DemoEl Change of UseEl MoveEl
Description of Work: 6 F
Plan Review Contact Person:zo( 0 Title:
Phone: 3UIbY 31_X.5 - Fax: Email: (op, ix'WeS C.)
Name
Property Owner Information
Phone:
Street:5ilo (--".qe_Cam ,w Resident of property?
City, State Zip:
IGontract6r Information
Name'___T_C 6,047gPhone: Abq 3 X
Street: %/t Fax:
City, State Zip: "Lete.E."r State License No.:
Architect/Engineer Information
Name: I—(Avlk L&,t 11\
Street: tal kc I t & n, 5 P—d
City, St, Zip: Lo,6 www Fi 1 7?i
Bonding Company:
Address:
Phone: qd -7— 63-Y —,;2 3
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 constructioninthisjurisdiction. 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: 51h Edition (2014) Florida Building Code
Revised: June 30, 2015
Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal.
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
be done in compliance with all applicable laws regulating a
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
is accurate and that all work will
and zgning.
2-z I
of Contractor/Agent Date
y-"""AWETTE SCOTT Late
Notary Public - State of Florida
My Comfit. Expires Jan 16, 2018
Commission 0 FF 071760
Bonded ThruuOftationai Notary Assn.
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me orProducedIDTypeofIDProducedIDTypeofID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof []
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps PIumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: 2 2 1 UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING. S,F" 3 • /
COMMENTS:
Revised: June 30, 2015
Permit Application
REQUIRED I(NSPECT)ION SEQUENCE
v
B U TLOI N -G PERMIT
Min Max 1,ffis, ; ectno.ffi IlDe cn°i ti ffi
Footer ./ Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final .Solar
Final .Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
FinalDoor
Final Window
Final Screen Room
Final Pool Screen Enclosure
Mobile .Home ;Building Final
Pre -Demo
Final Demo
Final Single Family Residence
Final Building (Other)
REVISED: June 2014
Addrmcv ZQr Lw_ir_
M, in Max 1<ns, ; ection Descriptio:
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
no RkA
Min Max S ns; , ectio n Description
M
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
M-CArL 7MIR14 IT
min Max Inns; ection IlDescn•n tion
Mechanical Rough
Mechanical Final
1Miu I .Mwax-
Gas Roug
Gas Final
Martens
Werior Sheds, Inc.
2323 S. Volusia Ave
Orange City, FL 32763
October 14, 2013
RE: Manufacturer Certification, ID MFT -113; Expiration Date: October 14, 2.016
Dear Alex Martens
R:ia; SL'Q i-)sii:tOmor
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 J\\,,
DING
for plans review. Please ensure that your plans are in compliance and are properly posted on our Q
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.org to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Sincerely,
P,Ur -V
Robert Lorenzo
Manufactured Buildings Program
iz o a
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mil
Martens
Werior Sheds, Inc.
2323 S. Volusia Ave
Orange City, FL 32763
October 14, 2013
RE: Manufacturer Certification, ID MFT -113; Expiration Date: October 14, 2.016
Dear Alex Martens
R:ia; SL'Q i-)sii:tOmor
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 J\\,,
DING
for plans review. Please ensure that your plans are in compliance and are properly posted on our Q
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.org to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Sincerely,
P,Ur -V
Robert Lorenzo
Manufactured Buildings Program
ce
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iv
N
SET UP AND INSTALLATION OF SINGLE WIDE SHED
1UILDING 1S PLACE IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FORJVEMENT1-0 PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC.
ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE
ILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE
ILDING IS BROUGHT UP TO LEVEL AND BLOCKED, THEN THE CENTER OF THE BUILDING
IR SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED.
It AFTER THE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
4PACING_(see table 3)
i - ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED
6HROUGH THE 2" X 4" BOTTOM PLATE WITH AN 2" AUGER BIT AND THE EYEBOLT(or 2" threaded rod) IS
ASTENED INTO PLACE. THE HOLE IS BUG FOR THE 30" EARTH ANCHOR AND BACKFILLED.(per
manufacture guideline). THE EYEBOLT AND AUGER ANCHOR ARE FASTENED TOGETHER WITH A 2" X Z.
BOLT & NUT, AND (2) 2" X 2" GALVANIZED WASHERS.
5. IF UNIT IS TO BE ATTACHED TO A CONCRETE SLAB, THE BUILD IS SET ON THE SLAB SHIMMED UPTO
LEVEL. A -2'' HOLE IS DRILL INTO CONCRETE 1 2" OFF OF RIM OF JOIST. THE EYEBOLT IS FASTENED
THROUGH BOTTOM PLATE AND A A-24 SIMPSON BRACKET OR EQUIVALENT IS PLACED OVER THE z"
WEDGE ANCHOR. A
21"
X 2" BOLT AND NUT W1(2) 2" X 2" GALVANIZED WASHERS ARE USED TO ATTACH THE
EYEBOLT AND A-24 BRACKET TOGETHER"
SET UP 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) 2' X 4 2"' BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT
HOLES ARE LINED UP AND THE BOLTS ARE PLACED AND TIGHTENED. THE REST OF THE
BLOCKING IS THEN COMPLETED. THIS PROCEDURE IS REPEATED, FOR MULTIPLE SECTION
SHEDS, UNTIL ALL SECTIONS ARE 1N PLACE.
4. GROUND ANCHORS ARE THEN ADDED.(see table 4b)
5. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT
BRACING IS REMOVED.
T
4" min.
L
X 2" FLAT WASHER Wlk NUT SIMPSON HS -24
2" X 4' BOTTOM PLATE
or equivalent
I" X 12" FORGED EYEBOLT
2"X 6"PT.
FLOOR FRAMING
SIMPSON HS -24 CLIP (870# UPLIFT)
or equivalent
X 2" BOLT WI(2) 2' WASHERS
SIMPSON A-24 CLIP
J
orequivalent
1) j" x 3" (1,200 UPLIFT RATING)
EXPANSION BOLT OR WEDGE
ANCHOR INTO SLAB @(spacing per
table 1)
SHED WITH SKID ATTACHED ANCHORED TO
SCALE: N.T.S.
STRAP DETAIL
scaie: n.ts.
x 2" galvanized washer
th 112' nut
TYPE I, 11, Ili or N PAD WBLOCKING
AS REQUIRED
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
threaded rod -
coupler
bo{t & nut wl (2) 2' x 2"
mized washers(2,0009+
r capacity)
2" forged eyebolt
imcane auger anchor
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHOR
I. Building anchors shall be "mobile home" type HP -1 single helex eye auger
anchor manufactured by Home Pride of Bristol ,VA..Average holding power is not
less then 4,900#.
2. Anchoring system to ground per local building code(by. dealer). Locate anchors per Table 4a
or 4b.
3. Eyebolts shall be placed through the bottom plate(floor system) and attached to anchor -
TABLE 1 Shed Anchoring to Concrete Slab TABLE 2
Runner Spacing
Shed V>ridth #ll lih / Side of Shed max.anchor spacing
Maximum Load &Pad Type -
Shed',Vidth X1 X2 X3
Description
13'-8' 280# 1 LF S - 6"
Side Runner Interior Side Runnei
13'-8' Y-10 6'
Type I LW' -PL`
1 1'-8' 240# / T- 6"
End Pad Pad Type Pad Pad Type
2' - 8" ' -
SW/DWl 4.15`1332
10' 200#/LF T-6'
19364 1, II, III or IV 18799 I, II, III or IV
10' V-7" 6'-10"
SWliJW 6.00` 1480
8' 160#1 LF T-6"
25584 1, 11; ill or IV 25584 I II, 111 or IV
8' 9" 6'-6' -
SW/DVd 5.00` / 400
6' 1204 LF T- 6'
2400# 1. II, III or IV 2400# i, II, III or IV
6' 10" 51" -
SW 4.00'/ 320
Values from end of joist to centers of (2) 4- x 4" skids only. 13'-8" wide sheds have (4) set of skids
TABLE 3 Support Footing Pad Spacing for Runner Blocking for Single Wide(SW) or Double Wide Sheds(DW)
i. Pad spacing Is end to center of pad
2. Pads other than end pads spacing is center to center.
3. Use same max. spacing for interior spacing.
Type Pad Dimensions Max. Load" Material
1 2" x 8" x 16" 1.7784, 1 concrete block quality cement & sand mix
It 4" x 8" x 16" 3,5o0# IcGncrele block quality cement & sand mix
III 16" x 16" 3,950# ABS Pads
IV 8"x 8" x 16" 1,900# concrete block quality cement & sand mix
Load width on runner.
Based on 2,000 PSF Soil Bearing Capacity (2,000 PSE is typ.)
NOTES:
1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48" max_ without reinforcing
2. Pads required on 11'-8" & 13'-8" wide sheds only_
SHED WITH SKID ATTACHED
SCALE N.T.S.
x 2' FLAT IrVASHER W/ z" NUT
2" X 4" BOTTOM PLATE
Table 4a
Anchor Spacing of Auger Tvpe Anchors for Single Wide Sheds
Eye Auger Anchor
Shed Width LAVr U121iftPL- End Anchor•"` Max, ntenor S ac
1uu I '-0 to 3'- "
t 1 - _ L 1.- in TAF 10._0.
5.00' 114 V-0 to 3'-0' 10'-0"
139 1'-0' to
Xzw'
10,_0.
6'-0- 3.QU 1 104 1'-0" to 3'-0' 10'-0"
Table 4b
Anchor facing of Auger Type Anchors for Double Wide Sheds
30"E e Au er Anchor
Shed Size LW` U lift PILE d AnCtor" Max_ interior S cin "
10.00 1 400 1'-0' to 3'-D' I
Load width of uplift on runner
Location of end auger anchor or slab anchor
Anchor spacing example: 30" auger anchor or ) x 3" expansion bolts_
Notes:
1. Anchor spacing is based on a 3 second oust at 180 M-P.H. fora Exposure'C" Enclosed
Building per ASCE 7-10.
2. All measurements listed above are center to center of anchors.
3. The minimum number of auger anchors is (4)_ (1) @ each comer of shed for sheds less in
length than the maximum.
4. The minimum edge distance for expansion bolts Is 8 diameters or 5" for } expansion bolts.
5. Anchors shall be on side walls except when shed is placed next to existing building, in
which anchors can be placed on end walls as dose to sides as possible.
1) 1- x 5' (400# UPLIFT RATING)
WEDGE ANCHOR INTO CONCRETE
SLAB THROUGH 2"X 4" BOTTOM
2' X 4' BOTTOM PLATE
NAILED TO 2"Y 6' PT BASE
NOTCH OR COUNTER SINK
BOLT THRU 2" X 4" PLATE
T
CONCRETE SLAB BY OTHERS THROUG 4" min.
LOCAL CODES AND JURISDICTION
J" X 12" EYEBOLT OR ;" THREADED ROD (IF NECESSARY)
WITH 2" X 2" WASHER AND NUT (2,0009 CAPACITY)# UPLIFT
k COUPLER IF NECESSARY
EYEBOLT AND 30" AUGER ANCHOR FASTENED
W14" X 2" BOLT AND NUT W1(2) 2" X 2' FALT WASHERS
GRAp
SEE BUILDING ANCHOR
DETAILS
SINGLE HELIX EYE AUGER ANCHOR
SCALE: N.T.S.
SHED WITH FLOOR REMOVED <
0tLDjNGANCHOREDTOCONCRETE
SCALE: N.T.S.
s FORD
1 6 - 627
SHED DESIGN LOAD REQUIREMENTS FOR THE
2014 FLORIDA BUILDING CODE Sth Edition
I hereby certify that I have review these plans along with all building materials and
components used in the manufacturing of the sheds. The materials and components
either have a Florida Product Approval as required by the Florida Building Commission
Rule (9N-3) or were analyzed using the Vult Stress Design. All materials and components
comply with the 2014 Florida Building Code, the Florida Manufactured Building Acts
and Rule for a Category 4: Enclosed Building, Exposure "C", with a wind
velocity of 180 M.P.H.(SW) & 190 M.P.H. (DW) (3 second gust)
DESIGN CRITERIA
BUILDING CATEGORY 1
CONSTRUCTION TYPE VB
BUILDING TYPE ACCESSORY STRUCTURE
WI D VE OWCITY SW 180 M.P_H. (DW 190 M.P.H.)
MEAN HEIGHT 9.85 ft.
ALLOWABLE # OF FLOORS 1
ENCLOSURE CLASSIFICATION ENCLOSED
FIRE RATING NIA
WIND LOADS
Roof Wall
g W) * + 4.3 56.45 47.95 34.08
WIND LOADS
Roof Wall
9.9448-94141 .62 48.34
DESIGN PRESSURE
FLOOR LIVE LOAD = 75 PSF
OPTIONAL FLOOR LOAD =125 PSF
FLOOR DEAD LOAD = 8 PSF
ROOF LIVE LOAD = 20 PSF
ROOF DEAD LOAD = 5 PSF
INTERNAL PRESSURE COEFFICIENT = +1- 0.18
011012012
02-23-2012
02-29-2012
04-02-2012
05-02-2012
06-16-2015
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FL PE #35816 I
Maximum Load &Pad Type -
Shed Description Pad Side Runner Interior Side Runnei
Shed Width Type I LW' -PL` End Pad Max. S2aciinq End Pad Pad Type Pad Pad Type
13'-8" SW/DWl 4.15`1332 0.-6" 1 6-0" 19364 1, II, III or IV 18799 I, II, III or IV
11'-6" SWliJW 6.00` 1480 0' - 6' 6-0' 25584 1, 11; ill or IV 25584 I II, 111 or IV
10 SW/DVd 5.00` / 400 0- - F 6'-0' 2400# 1. II, III or IV 2400# i, II, III or IV
8' SW 4.00'/ 320 0" - 6" 6'-0" 2029# 1, II, III or IV 2133# L 11, 111 or17-
6' sW 3.00` 1240 0' - 6' 6'-0' 1658# I, II, III or IV 1866# 4, Ii, III or IV
4ctes-
i. Pad spacing Is end to center of pad
2. Pads other than end pads spacing is center to center.
3. Use same max. spacing for interior spacing.
Type Pad Dimensions Max. Load" Material
1 2" x 8" x 16" 1.7784, 1 concrete block quality cement & sand mix
It 4" x 8" x 16" 3,5o0# IcGncrele block quality cement & sand mix
III 16" x 16" 3,950# ABS Pads
IV 8"x 8" x 16" 1,900# concrete block quality cement & sand mix
Load width on runner.
Based on 2,000 PSF Soil Bearing Capacity (2,000 PSE is typ.)
NOTES:
1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48" max_ without reinforcing
2. Pads required on 11'-8" & 13'-8" wide sheds only_
SHED WITH SKID ATTACHED
SCALE N.T.S.
x 2' FLAT IrVASHER W/ z" NUT
2" X 4" BOTTOM PLATE
Table 4a
Anchor Spacing of Auger Tvpe Anchors for Single Wide Sheds
Eye Auger Anchor
Shed Width LAVr U121iftPL- End Anchor•"` Max, ntenor S ac
1uu I '-0 to 3'- "
t 1 - _ L 1.- in TAF 10._0.
5.00' 114 V-0 to 3'-0' 10'-0"
139 1'-0' to
Xzw'
10,_0.
6'-0- 3.QU 1 104 1'-0" to 3'-0' 10'-0"
Table 4b
Anchor facing of Auger Type Anchors for Double Wide Sheds
30"E e Au er Anchor
Shed Size LW` U lift PILE d AnCtor" Max_ interior S cin "
10.00 1 400 1'-0' to 3'-D' I
Load width of uplift on runner
Location of end auger anchor or slab anchor
Anchor spacing example: 30" auger anchor or ) x 3" expansion bolts_
Notes:
1. Anchor spacing is based on a 3 second oust at 180 M-P.H. fora Exposure'C" Enclosed
Building per ASCE 7-10.
2. All measurements listed above are center to center of anchors.
3. The minimum number of auger anchors is (4)_ (1) @ each comer of shed for sheds less in
length than the maximum.
4. The minimum edge distance for expansion bolts Is 8 diameters or 5" for } expansion bolts.
5. Anchors shall be on side walls except when shed is placed next to existing building, in
which anchors can be placed on end walls as dose to sides as possible.
1) 1- x 5' (400# UPLIFT RATING)
WEDGE ANCHOR INTO CONCRETE
SLAB THROUGH 2"X 4" BOTTOM
2' X 4' BOTTOM PLATE
NAILED TO 2"Y 6' PT BASE
NOTCH OR COUNTER SINK
BOLT THRU 2" X 4" PLATE
T
CONCRETE SLAB BY OTHERS THROUG 4" min.
LOCAL CODES AND JURISDICTION
J" X 12" EYEBOLT OR ;" THREADED ROD (IF NECESSARY)
WITH 2" X 2" WASHER AND NUT (2,0009 CAPACITY)# UPLIFT
k COUPLER IF NECESSARY
EYEBOLT AND 30" AUGER ANCHOR FASTENED
W14" X 2" BOLT AND NUT W1(2) 2" X 2' FALT WASHERS
GRAp
SEE BUILDING ANCHOR
DETAILS
SINGLE HELIX EYE AUGER ANCHOR
SCALE: N.T.S.
SHED WITH FLOOR REMOVED <
0tLDjNGANCHOREDTOCONCRETE
SCALE: N.T.S.
s FORD
1 6 - 627
SHED DESIGN LOAD REQUIREMENTS FOR THE
2014 FLORIDA BUILDING CODE Sth Edition
I hereby certify that I have review these plans along with all building materials and
components used in the manufacturing of the sheds. The materials and components
either have a Florida Product Approval as required by the Florida Building Commission
Rule (9N-3) or were analyzed using the Vult Stress Design. All materials and components
comply with the 2014 Florida Building Code, the Florida Manufactured Building Acts
and Rule for a Category 4: Enclosed Building, Exposure "C", with a wind
velocity of 180 M.P.H.(SW) & 190 M.P.H. (DW) (3 second gust)
DESIGN CRITERIA
BUILDING CATEGORY 1
CONSTRUCTION TYPE VB
BUILDING TYPE ACCESSORY STRUCTURE
WI D VE O WCITY SW 180 M.P_H. (DW 190 M.P.H.)
MEAN HEIGHT 9.85 ft.
ALLOWABLE # OF FLOORS 1
ENCLOSURE CLASSIFICATION ENCLOSED
FIRE RATING NIA
WIND LOADS
Roof Wall
g W) * + 4.3 56.45 47.95 34.08
WIND LOADS
Roof Wall
9.9448-94141 .62 48.34
DESIGN PRESSURE
FLOOR LIVE LOAD = 75 PSF
OPTIONAL FLOOR LOAD =125 PSF
FLOOR DEAD LOAD = 8 PSF
ROOF LIVE LOAD = 20 PSF
ROOF DEAD LOAD = 5 PSF
INTERNAL PRESSURE COEFFICIENT = +1- 0.18
011012012
02-23-2012
02-29-2012
04-02-2012
05-02-2012
06-16-2015
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s3u:rJrntm roof Wtatt grafi" doer icsta'dE<i ( doRbtc arches u aarxxse dais 3' x S' (tGTsk) "
b - {loraga fioac9rs . cnneGc: y;
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y .;
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DOOR
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v.:Rdcw - _ _ (s."en 23. ..
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4511 dclails
END SLE'. IAT)ONY, DOCKTWO SFOD MODELS
zea: t ' _ -
see detai(s
sid"atp
12
sEngja ar 6 a.
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wind fxadng)k U nr sGEE,a,'en
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rRCJita.; ins da -.s T
i` x 4- brd - . u?r ABS PADS WJ BLOCKING AS - - 3a'g( rJ ba-zdng)
2 x 4 a`s ((3'P-) REOU RED
f t
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ar.a n.ts_
END ELEVATION FOUR S:'1D moonL -1 -ITA -1 a cr eo1a:^a7st
r X'3- sk-re,l
for Lkr,,,ano-, ncC nl,vrn see sod ela at u ;h dcocV>J AL`_ANC . DET,i:LS
a. nom. 4UTSDE LI70TH5
40' -Cr rt,az- lcalgtl -- --
max_ joist s,.sa.-tg 6- pi
i2
4'rw+nw rrqui;zd m - 5
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6- (r "
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Cf:p cr.cQcrivalErtt fr t43d at
very conncc'Ja1 beSvrut
X
t!
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7
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RS:Y.E:±. S41F11 ArIJ-]Q41.v 5AC a1RT-T,,E£YE3CiTANOASX]#2AAE fwSTENFO -,HA X28CL.TAfirJ 11137; -
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Sirn{rson LSrA-18,USP LS7A-18 2WASr1FR 181,37 TO EAS-(72. {E i:YEBOLT A '1,O SR1P5l>1 CUP OGETUc
Hr:Tr -ne Strap raegt:rae;rc 1! ENIE 2?J_. NO7[.S & SPEGF G,'MONS FOR'AUG_R ACHORS _ --
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Sd .CODE REll
Tablat .Ta'deZ P,unF;erSp_dng Pm =_;,,-.at ry%sax:u e;e_
Rtax. 2R. 17413_'(_5:+-_
rB;9
EVF5pt7
T ALiGR ANCi)OR - i'- - i tt' LG rwa<no
grade ':. >~ .. .. _ _ .
Ya;Oes fi>a„ and of jdsi 1a rentex ar ( ' X-4 sf=•di ,.:r_Ij_ 73'-3'. Kide sficds I:xve {-0) tem of skids. yebo!t znd anchor boFr<r1 S"Pr n2 Pad Spacnp For Suip'z Wde(S:m or .
lrge3,er :,<?3'XTttaFi znd TahJa3 Double VA---aw)Shz. J'-
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to
ax -
cod Pal
1 - - - tn64'Xf-t,dor r J, orr) I n
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l tplata or aq' i -P -q padr=9 fa end,e censer ofpaQ .
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wfg (i0d)n tls 3 Use rr_a'dn=lm spall•- kx irrtgtcrrrmus_ .p
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eGui.retsl jab O'er 3b!a 1) Table 4a A.&- TypeWda Sheds
370-'"-r l:>^• l) ' XZ' bOr W (1)
J! -
T_ rrat i -8 17
co,-aty stab by oduxs SYFQ W, QQ;
P
hf'?iFit "ttC-H!_n7 FTS r 7 0 y - c -
a Codes B)urau c'3at1 TO NCREi-E
7 -
L
T.U. 46 A,dwrir9 Sp.-6mti Aug rTyp-s dlsr FcrD-bla Vr9b Sh a
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X up,-, 2 S %J ""LncahoR''
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bo7i lhlWafi i'h'
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r Slz,d 3Y.131 F ir¢s>d
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as
vrd Fox RM pNi t o d c cze GENERAL MOTES_
1'-C^ 1. ALL 8f1;LD)NGS FRF -)U -aFT, TO 7265Q.FEAREEMvFTFROKt V,gTJL-SOr'2tiE-bEBRtS tAipACF
5
STANDARD PER F`..OR!OASTATLFT~S:
2 -ALL B UiLDINCS FROM 0 SQ-FT-TOACQSQ.F}--ARE FORUSEWRHO1EANDTWOFAJ.ia-Y
T x4- botto. p;2" RESIDENCESARE r'7CENPT FROA1 DOOR HEIGHTREQU)REME>STS EFEC.
I3_:.11 CQW.i 2C!ALAUllL'ii'TGS AS WELL AS R1=S7Df3v'71AL sULLDLNGS401 51Sc1: FT.Oe'Z GREATER
2'x2' rgt ass [ nE:c-d MUST COt.?PLY INUH THE a'-3' DOOR H£tG! FF AND THE Mjt^L 140 MAX V, OTH RFS1UJftS.t-NTS.
start •,:,ash ws>t }" nus 4_ ALL BU1LDWGS 400 SQ. FT_ Oki F W)THTL` DO:aR HE1Q,r XRE ACC:ESSORFES TO (Z
eyeb.lta.-,d 3rx'lnrborrEd
m0ad,ar
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TSG i Y Li RESt<.]ENTSALSi RtiCTitRE.S: Z
5_7HIS PLAN WA3 DESIGNED PER Its FRC AND THE FBCR
B_F%SfENER.S,'-ORROOF AND WALLS SHALL BE SCO751;RUGRIP 2aETAL TO V.AQCD FA5T ERS CU
AtaD SHALL SES -is X i` OR EQtf;,t Wt i'(NIN,)7HREA0 P8rE7AAT)O1S(TY?.) Z o
i
2' x 6` side rat[ T_ GUTTERS TO BE NSTALLED ori SCFE BY OTHERS THROUGH LOCAL CODES. mo
F-me6E}-8-r r} Tb-drsdF. d SHED DESIGN LOAD REQUIREMENTS FOR THE_
11 CoupFhgitN nfcLe-
2014 FBC-5di Edition, 201'1 NEC, 2014 FFPC z o -'j
set rhby eriiy Brat 1 have mo -z -Wed these plans along with all buy -ding mafer fs and Z n #
ixFor -d E- tiaT Iused in the manufacfunng of `T.e sheds- T e material acid components 7erp 0-
ridz Product AParo hal as toCPred by the Fbrida BtdaTg.CoTtrr7isslon.ftvl-(3ti3) Q u os6HRana.4nd o grWeve analyzed using the ""It Shess DrSigti All rnaLe' ats and compone lv yrlfitie.:
2014 Rmida 6uilcing Cade, the Florida Manufacturzd BDud'r.7o Act'and°€21
S1uu L I rTn PtE_C_ fora caf 1_ Enclosed SLiMn - -" eg°' _ 9. I SUTe "C, 14't li d Winj _Y,."`R'v_fl=+i l7"(:d?{-(ti` three second gust) '- u yam: pfi' •=
tF_
Jj s ?a
DESlGN PRESSURE
c- _Q.:_
FLOOR LVE LDAs 75 PSF
DE51Q14 GRfTFRIQ
R000FTnEAD
oxaroPE.U!LDING CK, EC-Oky 1 ROOR DEAD LOAD 5 PSF
SINGLE)'..-ZIXAVGER f`.CHOT-2 UILDING tYP£ Af,CESSGRY SIRUCTLFRE ltJ7EfUU+LPRESSURE CG=F}ul Tt-h Q,B
f+15TK'JCTt0.*IT .'E Vd
see able 1 ror sprang C w-- . -
s ta'nls. IND 184 KiPH
OYZX6LE fr OF FLOORS .t
E RkTING WA
OSURE CLASSLRCA-nON EN D.ED
627
RECORD COPY
REVIEWED FOR CODE COMPLIANCE
PLAN EXAMINER
DATE
SANFORD BUILDING DIVISION
A PERMIT 136UED SHALL BE CONSTRUED TO BE ALICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTERRCOFERRORSINPLANS,
NS
RTI
UCT ON OR VIOLATIONS OF THIS CODE