HomeMy WebLinkAboutSUBMITTED PAPERSDate: ♦ s �/ Fee Doe: -
Recei t# ' , Permit #
-1
iCOUNTY
* R I r A-
0 Electrical
Shed
Planning & Development Services
Building & Code Regulations Division
2300 Virginia Ave.
Fort Pierce, FL 34982
(772)462-1553
SPECIALTY PERMIT APPLICATION
❑ Plumbing ❑ HVAC ❑ Fence
❑ Demolition ❑ Gas ❑ Siding
seepage 2 for instrucdons and addhional paperwork required for specialty pernrils
1. Locatiou/Stte,Atldress:
2. Parcel IDNumber: /S/d�"- 7PJJyof3 e dD�q" V
Oj�ice Use
Only
Section
Township
Range
Map Page
Zoaiag
Laad Use
Initial+
3. Complete Description of Project or Work:
4. Owners Information 5. Contractors Information
Name: FL Reg/Cert #: 4-'200 6 26 3 D
Address: County Cert#: T7 3
City: !/�, ��h State: C/ Business Name:
�d.
Zip: .„72 96 R Phone:
6. Value of Construction: $ 1?6-0L 06
OWNER'S AFFIDAVIT: I CeMV teal all of we uuurMMUH waaLaua..a. z1
compliance with all applicable laws regul ' g' c stru io d zoning.
�/ a
10iKe , P.L �� z c
SIGNATURE OF OWNER OR CONTRACT � '�
'PRINT OWNER OR CONTRACTORNAME o
STATE OF FLORIDA, COUNTY OF
ACKNOWLEDGED BEFORE ME TIUS DAY OF 20 . BY71U NCpN T /�? vl! Ise.
WHO IS PERSONALLY KNOWN TO ME OR WHO PRODUCED
,� CATION.
1 y can
`
SZI ATIJRE OF TARY TYPE OR NAME O NOTARY� /
COMMSSIONNUUBER
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY `RESULT IN"" PAYWG TWICE .FPS
EMMOVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN'FINANCING;,CONSULT W1TH_1c'OUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $5,000.
NOTICE To OWNER. FAILURE 7 'ECORD A NOTICE OF COMMENCEMENT K' ''ESULT IN YOUR PAYING TWICE FOR
A4PROVEN"; S TO YOUR PROPERTY. IF YOU INTEND '' e ` OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
EXEMPT: A/C -HEAT REPLACEMENT WffH CONTRACT UNDER $5,000.
INSTRUCTIONS
Please complete all information in the space provided. All information must be printed (use black or blue ink
only) or typed This permit application is to be used only for those activities that are not otherwise included
under a primary building permit. This application may not be used for any activity that includes structural
alteration. The information to be provided with this application includes:
1. Location/Site Address
2. Parcel ID Number
3. Description of Project or Work Activity
4. Owner Information
5. Contractor Information
6. Value of Construction
Indicate the street address or general location of .
property where the building activity is taking place.
Indicate the tax identification number of the
property where the building activity is taking place.
Fully describe the activity to take place.
Indicate the name and address of the owner of the
property on which activity is taking place.
Indicate the State of Florida registration number (if
applicable), St. Lucie County contractor license
number and the name of the business doing the
work.
Indicate the total value of the work to take place.
Total cost of construction includes all current retail
material and labor costs associated with the
building/construction activity. Construction value is
used to determine the permit fee. St. Lucie County
reserves the right to question and/or modify the
indicated value of construction if it is demonstrated
that the submitted figures are not consistent with
similar types of construction.
❑ Gas Attach 2 piping schematics with tank size,location, and BTU of each. appliance
❑ Shed: Attach 2 plot plans, 2 copies of DCA letter and plans, 2 anchor specifications
❑ Fence Attach 2 plot plans showing location of fence height of fence and type of fence
❑ Siding Attach 2 copies of manufactures specifications
❑ HVAC Attach 2 residential energy studies, 2 manual J calculations. 2 sets of duct layouts for
new system or AM replacement
This application can be submitted to St. Lucie County Building and Zoning, 2300 Virginia Avenue, Fort Pierce,
FL 34982. All permit applications must be filled out completely before submission. No applications will be
accepted for processing after 4s30 P.M. For assistance in completing this application, please call (772)
462-1553, during regular office hours (8:00 AM 5:00 PM), Monday tbrough Friday.
NOTE. Emergency electric service change out inspections will not be perforated after 3: 00 PM without
special arrangements and additional fee paid.
Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261.
ST. LUCIE COUNTY
BUILDING & ZONING
F-r 2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
�ORiQA 462-1553
FILLED LANDS AFFIDAVIT
I, the undersigned, am the owner of the following described property:
(Tax ID/Legal description/Address
for which I have applied to St. Lucie County for a Final Development Permit. In accepting
this Final Development Permit, BP Number , .I acknowledge that as
owner of the above described property, and in accordance with Section 7.04.01(D), St.
Lucie County Land Development Code, I shall be responsible for assuring adequate
drainage so that the immediate community WILL NOT be adversely affected. I further
acknowledge that in granting this permit for the development of this property, St. Lucie
County is neither obliged nor liable to provide for, or maintain in any form, adequate
drainage off my property which will not adversely affect the immediate community.
Property Owner Name Property O er Signature Date
STATE OF FLORIDA. COUNTY O
ACKNOWLEDGE D BEFORE ME THIS DAY OF 20L/Q
'WHO IS PERSONALLY KNOWN TOME OR WHO HAS PRODUCED
AS IDENTIFICATION.
SIGNATURE O NOTARY TYPE OR PRINT NAME OF NOTARY
(SEAL)
NOTARY PUBLIC TITLE COMMISSION NUMBER
,zg• :��: AUDREYB.hU#PDHRM
OP:RY COMMISSIND63Y04
}
EXPIRES: March 6, 2011
Ennded f _ Thm Notary public Undervgftes
o • 0 F�_k .
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Zoom gut by clicking a point or dragging a box 882342.31 1146386.9 Feet
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nesday, Dec 22, 2010 10:54 AM
COUNTY
FLOP I b ti
PLANNING & DEVELOPMENT SERVICES DEPAIRTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 VIRGINIA AVE.
FORT PIERCE, FL 34982
(7")462-1553
PERMIT RENEWAL [REQUEST
ADDRESS: Z d9 Td "J'tA3 Dr. T, e erc.2 PERMI'X' NUMBER: 1 o a I - ®o I S
i, V4 Mc A 1225 AM REQUESTING THAT THE ADOVE PERMIT IS
RENEWED FOR is MdMm I UNDERSTAND THAT I MUST SCHEDULE AND PASS ALL
REQUIRED INSPECTIONS FOR THE PERMIT TO BE FINALED. PURT$ER, I UNDERSTAND THAT
THIS IS A f= TIME RENEWAL AND THE :PERMIT SHALL EXPIRE SHOULD I NOT RECEIVE A
.PASSING INSPECTION DURING ANY SIX MONTHS PERIOD DURING THE RENEWAL PERIOR
r--) 2/Z lit
QWNERIBN,DR OR NTRACMOR SIGNATURE DATE
r.�xE o LORMA
COUNTY OF
SWORN TO AND ACKNOWLEDGED BEFORE ME THISQ DAY OF �1-21.r 20 1)
BY WHO IS PERSONALLY KNOWN TO ME
—.. V . OR
HAS PROVIDED As IDENTIFICATION.
NOTARY PUBLIC, STATE OF FLORIDA
NaTARY C-STATE 0F'Vf lDA
Y omlinson
•T
9I(ihiA� iTAlE oFN COMNII9SfOiV NUMBER _ Cor4 i 0n4DD8367S3
'�.. EicPM: DEC. 20, 2012
DONDEp.Tggp A7L MOBONDING CO. wr_
FOR OFFICE USE ONLY
RENEWAL FEE:
OPEN INSPECTIONS i ) X PERMIT FEE (S ) . S
(ROMWAL FEE)
TOTAL INSPECTIONS:
SLCPDSD ftv gamic
Planning & Development Services
Building & Code Regulation Division Alert Maintenance
2300 Virginia Avenue
Fort Pierce, FL 34982
Phone: (772) 462-2172 Fax: (772) 462-6443
Parcel # 1425-701-0013-000/4 1 Jurisdiction St. Lucie,County
Permit # 24110773 Lists first permit on property. Reference only. Zoning Hutchinson Island Residential Develot
Address 906 1 SHORE WINDS DR F FORT PIERCE 34949
2 Active I Code Enforcement
SHED W/NO PERMIT 12-27-10
09/07/2010
swartzel
SHED W/NO PERMIT
10/11/2005
augustem
09/21/2007
eileenn
12-27-10 ok for parking lot to be
09/07/2010
swartzel
used as the setbacks for the
rear for a shed per Paula- A
Humphrey
1. You must enter a number in the severity column to show the information. If it's blank, there will be
no light to indicate that there is a message.
2. Please reference the permit # or permit type. When there is more than one permit, it's dfficult to
determine what the message is referencing.
PARCEL ID. # 1425-701-0013-000-4
ROPERTY DESCRIPTION:
CORAL COVE BEACH -SECTION ON -
BLOCK 1 AS RECORDED IN PLAT BOOK
11, PAGE 308, PUBLIC RECORDS OF ST.
LUCIE COUNTY, FLORIDA:
THE WESTERLY 79.3 FEET OF LOT 12
AND EASTERLY 15.9 FEET OF LOT 13
AND TOGETHER WITH THOSE
PORTIONS OF THE SOUTHERLY 10 FEET
OF VACATED ALLEY LYING
IMMEDIATELY NORTHERLY AND
ADJACENT TO EACH SUCH LOT OR
PORTION THEREOF.
ADDRESS: 906 SHOREWINDS DRIVE
FT. PIERCE. FL 34949
r"ROJECT: PROPOSED STORAGE SHED
1(
13
w
0
O
w
U)
w
U
Q
2.8'
44.0'
PARKING/ROAD
.58'
.CONCRETE
EXISTING TRI-PLEX
906 SHOREWINDS [
LOT 12
Z� PROPOSED METAL SHED
34
11.0,
50.4'
44.2'
15.9' i 79.3'
95.2'
SHOREWINDS DR. (S.R. A-1-A)
0
v
150.0'
OWNER INFORMATION:
RICHARD B. JOHNSON
906 SHOREWINDS DR.
FT. PIERCE, FL 36949
reo w r
S�
u
STATE OF FLORIDA
DEPARTMENT OF'COMMUNITY AFFAIRS
"Dedicated to making Florida a better place to call home"
CHARLIE CRIST THOMAS G. PELHAM
Governor
Secretary
- -- - - October 1, 2007 - - - -
Mr. Alex G. Martens
Superior Sheds, Inc.
--- 2323-S: Volusia Avenue _ -
Orange City, FL 32763
RE;_ . Manufacturer Renewal of Certification, ID MAF-1367 - - Expiration Date: -November 09; 2010
Dear Mr. ens:
It is' -my pleasure to inform you that ^Superior Sheds, Inc. - OC located at 2323 S. Volusia Ave, Orange
City, FL 32763, has been approved under the Manufactured (Modular) Buildings Program, as provided
for under Chapter 553, Part I, Florida Statutes, for the manufacture of Storage Sheds and Utility-Misc.
Buildings for installation in Florida.
Design and production of the buildings must be approved for compliance with the current Florida
Building Code (FBC) by your selected Third Party Agency before manufacturing begins. Your Third
Party Agency is a contractor to the Department and has statutory authority and responsibilities that they
must comply with to maintain their approved status. Expect and demand quality plans review and
inspections.
Each FBC change will make your plans obsolete until they have been reviewed, approved and so
indicated [on the cover page of the plans] for compliance with the FBC by your Third Party Agency for
plans review. Please ensure that your plans are in compliance and properly posted on our website to
avoid embarrassing work stoppages in the permitting process. All site related installation issues are
subject to the local authority having jurisdiction.
a
Unannounced monitoring visits by the Department's contractor will be made at least- annually. Complete
access to your manufacturing facility and records is mandatory to remain -coYnpliant .with the rules and
regulations of this program.
Please visit our website at Www.flodIJabuildinq.orq to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for_local building
permits.
Sincerely,
Ihael D. Ashworth
Manufactured Buildings Program Manager
Cc: Danny Kennemur, NDI
2555 SHUMA'RD OAK BOULEVARD TALLAHASSEE, FL 32399-2100
Phone: 850-488-8466/SUNCOM 278-8466 Fax: 650-921-0781/SUNCOM 291-0781
Website: www.dca.state.fLus
COMMUNITY PLANNING AREAS OF CRITICAL STATE CONCERN FIELD OFFICE HOUSING AND COMMUNITY DEVELOPMENT
Phone: 850-488-2355/SUNCOM 278.2356 Phone: 305-289-2402 Phone: 850-488-7956/SUNCOM 278-7956
Fax: 850-488.3309/SUNCOM 278-3309 Fax: 305-280-2442 Fax: 850-922-5623/SUNCOM 292-5623
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UPLIFT •Inadt*tlW o<WEh annumec
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..S)DE ELEVATON WITH DOORS &WINDOWS ' . 2x4• WNSTRUCTION , .
+ 5 .9 .SHED DESIGN TOAD FtEOU(RE.R'(ENTS F6R ' -
3J fi =
- .. . ' . '..zo• - rooRTxrscluFi_GALv.6E ' THE.2007FLORIDA BUILDING CODE WITH2O09 SUPPLEMENTS
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1X4 WINO BRACE -.
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S�OEARSFOR F1ISdc 7Rx4OfiGD EYE BOLT
CONNECTION.
3
37 HURRICANEANC'OR:
FXyW ROUGH.
1•a32C
SESIDE 3VATONWITH 3O7RaYNDPF37G auPyIPSP
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37
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OLEO "
1' HYDROVENT OEAII
E I GRLo7tz1 LYIRINGDIAGRA\9. 2TBavAneCP�.lssea
SCALE. 1'.- V c CORAL EYE AUG'cRANCHOR l` �
clmcNUEL cLTaq SINGLE HELIX AUGER ANCHOR
SG+LE^' N.75. SEE TABE,E O FORSPACRIG m.
k
;4
SET UP AND INSTALLATION OF SINGLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC.
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE
BUILDING IS BLOCKED ON HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS
BROUGHT UP TO LEVEL AND BLOCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UP
TO LEVEL, BLOCKED, AND THEN SHIMMED.
3. AFTER THE BUILDING IS LEVEL, MORE BLOCK_ S ARE ADDEDTO ACHIEVE THE CORRECT
SPACING.
4. ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED
THROUGH THE 2 x 4 BOTTOM PLATE WITH 1/2" AUGER BIT AND THE EYEBOLT IS FASTENED
INTO PLACE. THE HOLE IS DUG FOR 30" EARTH ANCHOR AND BACK FILLED. THE EYEBOLT
AND AUGER ANCHOR ARE FASTENED WITH 1/2' x 2" BOLT.
5.IF UNIT IS TO, BE AT
TACHED TO CONCRETE SLAB, THE -BUILDING IS SET ON SLAB SHIMMED
UP TO LEVEL. A 3/8" HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE 1-1/2" OFF RIM
JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND ANT! BRACKET OR
SIMPSON STRAP IS PLACED OVER THE 3/8" WEDGE ANCHOR, A 1/2' x 2" BOLT IS THEN
FASTENED THROUGH THE EYEBOLTAND'L' BRACKET.
6. IF NO FLOOR UNIT BUILDING IS USED, ANCHOR WITH 318" x 5" WEDGE ANCHOR CENTERED
BETWEEN EVERY WALL STUD.
SET UP AND INSTALLATION OF DOUBLE WIDE SHED. .
1. BUILDING IS PLACED IN REQUESTED LOCATIOW THE FIRST SECTION OF THE DOUBLE
WIDE IS PLACED ON HIGHEST.LOCATION ON GROUND AND IS LEVELED UP,___
2. BLOCKS ARE THEN PLACED AT THE END, CENTER AND OTHER END TO LEVEL ONCE THE Notes:
BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING. 1, Pad spacing is end to center of pad.
3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL 2_ Pads other than end pads spacing is center to center.
WITH THE FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER 3. Use same max. spacing for interior runner.
WITH (1) 112" x 4-112BOLT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT
HOLES LINED UP AND BOLTS PLACED AND TIGHTENED. 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 NOTE 5 FOR SINGLE WIDE INSTALLATION)
5ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT
i
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1. Building anchors shall be "mobile home" type #30 single helix eye auger anchors.manufactured by Style Crest of Freemont, OH.
Maximum allowable uplift 2,0009 or equivalent. 1
2. Anchoring system to ground per local building code (by dealer). Locate anchors per Table 4 through the bottom plate.
3. Anchors shall be placed through the bottom plate and floor system.
Table 1 Shed Ancoring to Concrete Slab Table 2, Runner Spacing
Shed Width
# Uplift / Side of Shed
Anchor Spacing / Side
14'-0"
280 # / LF
V-3"
12'-0"
240 # / LF
6-0'
10'-0"
200 # / !F
6'-0'
8'-0'
160 # / LF
T-6"
Shed Width
X1
X2
X3
T-101/2"
T-6112"
IT-o'
Z-61/2"
V-11"
-
101-W
V-6112"
V-11'
-
8'-0'
9"
6'-6-
Values from end of joist to centers of (2j 4 X 4 skids only. 14'-0' vide sheds have (4) sets of sluas.
Table 3 Support Footing Pad Spacing for Runner Blocking For Single or Double Aide Sheds
Maximum Load & Pad Type
Shed Description
Pad
End Pad
Side Runner
Pad Type
Interior
Pad
Side Runner
Pad Type
Size
Type
LW* PLF
End Pad
Max. Spacing
14'
SW / DW
4.15' 1332
0 to T-0"
5'-8.
1936#.
II or III
1879#
II or III
14'
SW I DW
2.65' 1205
0 to T-0"
8'-0"
1435#
1
1640#
1
12'
SW
6.00' 1480
' 0 to T-0"
5-4"
2558#
II or III
2558#
II or III
10,
SW
5.00' 1400
0 to T-0"
6'-0"
2400#
II or III
2400#
II or III
SW_
4.00_L320_
0 to 3'-0"_
___ 6'-8"
2029#_
Il.or 111
1 2133#_ .
11 or 111 „
Type
Pad Dimensions
Max. Load"
Material
I
2" x 8' x 16"
1,778 #
concrete block quality ceinent & sand mix
II
4" x 8" x 16"
3,500 #
concrete block quality cement & sand mix
III
16" x 16"
3,950 #
ABS plastic pads -
B. RACING IS REMOVED. • Load width on runner.
'I hall be verified b field entrometer test or soils lab report Check with
2" x 2' SQUARE WASHERS
SIMPSON HS-24
" Based on 2,000 PSF allowable soil pressure. Sol pressures y p
engineer if soil pressure is less than 2,000 PSF.
Notes:
1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48" max with out reinforcing..
2. Pads required on 12' & 14' wide sheds only.
3/8" x 8' FORGED EYEBOLT
318" x 2 BOLT WITH (2)
WASHERS & NUT
SIMPSON A-24 STRAP (1,200#
UPLIFT)
(1) 318" x 3' (1,2004 UPLIFT
RS4TING) EXPANSION BOLT OR
WEDGE ANCHOR INTO SLAB
@ SPACING (PER TABLE 1)
SHED WITH SKID ATTACHED ANCHORED TO CONCRETE
SCALE 1" = T-0"
SIMPSON HS-24 1/2" THREADED ROD W/ 2" x 2"
WASHER & NUT (2,000 +
CAPACITY)# UPLIFT
1/2" x 2" BOLT W/ (2) WASHERS
&NUT (2,000 +SHEAR
CAPACITY)
a C0 GRADE
w v
SEE BUILDING ANCHOR
> ? DETAIL
TYPE I OR II CONCRETE PAD
W/ BLOCKING AS REQUIRED N
112" x 4' FORGED EYE BOLT
SHED WITH SKID ATTACHED
SCALE: 1" = V-0"
STRAP DETAIL
SCALE: N.T.S.
CORAL EYE AUGER ANCHOR
SCALE: N.T.S.
2" x 2' GALV. WASHER
1/2" THREADED ROD
1/2" COUPLING
1/2" x 1-1/Y BOLT W/ (2)
WASHERS (2,000# + SHEAR
CAPACITY)
1/2" x 4" FORGED EYE BOLT
30" HURRICANE ANCHOR
SINGLE HELIX EYE AUGER ANCHOR
p SCALE: N.T.S.
revised on 10/23/2006
Table 4a ,, . ,a r Spacing Of Auger Type Anchors For Single Wide Sheds
30" Eye Auger Anchor or 30" CD Coral Anchor
Shed Size
LW Uplift
PLF
I End Anchor"
Max. Interior Spacing"'
14'-0"
7.00
243
1:0 to 3'-0"
T-1"
12'-0"
6.00,
208
1'-0" 3'-0"
8'4'
10'-0"
5.00'
174
T-0" to 3-0'
10'-0"
N-0"
1 4.00'
139
1'-0" to V-0"
12'-6"
Table 4b Anchor Spacing Of Auger Type Anchors For Double Wide Sheds
30" Eye Auger Anchor
Shed Size LW* pIiftPLF End Anchor" Max. Interior Spacing
20'-0' 1 10.00' 1 400 1 1'-0' to T_0*
' Load width of uplift on runner.
Location of end auger or slab anchor.
Anchor spacing example: 30" auger or 318" x 2-3/4" expansion bolts.
Notes:
1. Anchor spacing is based on 3 second grind gust at 150 MPH, Exposure "C" per ASCE 7-05.
For other wind zones multiply interior anchor spacing by the multipliers below.
Wind Zone Multiplier
100. 2.25
110 1.88
120 1.56
130 1.37
140 1.16
150 1.00
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"for318" 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 close to sides as possible.
(1) 3/8"x 5" (4009 UPLIFT
RATING) WEDGE ANCHOR
INTO CONCRETESLABAT
SPACING
(PER TABLE 1)
NOTCH OR COUNTER SINK
BOLT THRU 2 x 4
2 x 4 BOTTOM PLATE NAILED
TO2x6BASE
SHED WITH FLOOR REMOVED
ANCHORED TO CONCRETE
SCALE: 1" = V-0"
SHED DESIGN LOAD REQUIREMENTS
for the 2007 Florida Building Code
Basic Wind Pressure
qz = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Per ASCE 7-05 6.5.10 Table 6-3
Kz = 0.85 Exposure "C'; Kzt = 1.0
Kd=0.85; 1=0.77;V=150MPH
qz = 31.95 PSF.
I hereby certify that I have reviewed_these plans along with all the building materials and
components used in the manufacturing of the sheds. The materials and components either
have Florida Product Approval as required by Florida Building Commission Rule (Chapter
9B-72) or were analyzed using the Allowable Stress Design. All materials and components,comply with the 2007 Florida Building Code for a 150 MPH wind velocity, velocity pressure of
31.95 PSF, I = 0.77, Enclosed Building, Exposure "A% "B" or'C" and N.I.P.C. =,QAd ; Roof Live
Load = 20 PSF, Design Pressures: Roof Live Load = 20 PSF, Roof Dead Load = 5 PSF, Floor,
Live Load = 75 PSF, Floor Dead Load = 5 PSF and with the 2005 NationalElectrical Code.Main Wind Force Resisting SystemsRoofWllN/A320.13
Components &Cladding Design (Effective) Pressures (PSF)Zone Wind Area+-)ZoneWind.Area . (-) �
1
10
22
35
4
10
41
20
20
33
20
39
50
18
32
50
R34
37
one
Wind Area
(+)
(-)
Zone
Wind Area
(-)
2&3
10
22
89
5
10
50
20
20
83
20
47
5086
50
34
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Lawrence E.Bennett,P.E.#16644
Date OF
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