HomeMy WebLinkAbout107 Rabun Ct� CITU OF SANFORD PERMIT APPLICATION �c
Permit N: 0l/ ,p' 3Q a Cr -Date:
Job Address: 1 1 S O L #-C, ?, c
4606
Historic
Description of Work: S Total SquareFootagep
Historic District. "Zoning: Value of Work: $ 30 �/g, / 0
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of fixtures # of Water & Sewer lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commercial Industrial
Construction Type: Nor Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
Owners Name & Address: A/, , -C
Contractor Name & Address:
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender. .
Address:
Architect/Eagiater:
Address:
(f -T- =0"& -0 ISL - 3A775
Phone: I v
State License Number:
Contact Person: Phone:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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.
OWNER'S AFFIDAVIT: 1 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. WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITIi YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
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 that 1 will. notify the owner of a prole y of the requirements of Florida Lien Law, FS 713.
6
Signature of Owner/Agent D Signature of Contractor/Agent
A/1,C0/0 D - Hess
Date
Print Owner/Agent's Name Print Contractor/Agent's Name
Z��tJtp
of t Date nature of Not
arY Signature Notary -State of Florida Date
* - * MY COMMISSION M DD 285622
EXPIRES: March 23, 2008
'rr,FlOP�O Bonded Tluu Budget Nok
OwnedAgent is _ P nally own to Me or Contractor/Agent is _ Personally Known to Me or
1P'roduced ID ?,¢T�- ?,-Iti' 73 ` ?3'-p Produced ID
yl�
APPROVALS: ZON 7 49 UUL: FD: ENG: BLDG:
Special Conditions:
Rev 03/2006
I fuel so nW n 6W flout so on of na u : , ._: a i t..+
NOTICE OF COMMENCENMXWANNI: LURK OF C111UIT COURT
SF041WLIE WUNTY
Permit No.: V '4*ftj4321 (1pq)
State of Florida CLERK'S # 20061 16497
County of Seminole RECORDED 07/24/2006 0412811 15 PN
RMIRDINS FEES 10.00
The undersigned hereby gives notice that improvement will be made to certaiMY pfft�-, WinIftordance with
Chapter 713, Florida Statutes, the following information is provided in.this Notice of Commencement.
1. Description of prope : (legal de cry
2. General description of improvement:
wner information
a. Name and address
b. Interest in property
c. Name and address
and street address if available)
other than Owner)
11 111111111
4. Contractor �J
a. Name and address /',�; L��t' .� . %� S S l) 7 J��/✓ (%✓ S�y%r-�� ✓ ��
''" 77,
b. Phone num er Fax number
5. Surety
a. Name and address
6.
b. Phone number _
c. Amount of bond _
Lender
a. Name and address
C=
b. Phone number I -ir02 - �f
7. Persons within the State of Florida
provided by Section 713.13(1)(a)7
a. Name and address
Fax number
646 F COAD 00 -0-
K -:%z3 f, Fax number
designated by Owner upon whom notices or other documents may be served as
, Florida Statutes:
b. Phone number
8. In addition to himself or herself, Owner designates
Fax number
of
• to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b), Florida Statutes.
a. Phone number Fax number
9. Expiration date of notice of commencement (the expiration date is 1 year from the -date o recording unless a different
date is specified)
ja Signature of Owner
'Sworn to or�) and -subscribed before me this �• day of , 200, , by
-PA c Ate
GE-KIIFIED� COPY
IWARYANNE MORSE
DL K OF CIRCUIT COURT
EM�OLE,_COUNTY, FLORIDA
Personally Known , OR Produced I�entification1G
Type of Identification Produced - r -c --V -
alb ,i e il4�, Jq ANN M 04NOON
S' a e of Notary Public, S e of Florida „ M►' COMMISSION A DD 285622
mission Expirj%IS INSTRUMENT PREPARED ells. �, EXPIRES:Marchery zoos
+�GFl� Bonded rAru Budget Notary Services
NAME /1/1"C IPADDR. 10'7
I�l11r•2„4 6't
CITY OF SANFORD BUILDING DIVISION
OWNER/BUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within I year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
State law requires construction to be done by licensed contractors. You have applied for a permit under
an exemption to that law. The exemption allows you, as the owner of your property, to act as your own
contractor with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. It
is your responsibility to make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the responsibility for supervising
work to a licensed contractor who is not licensed to perform the work being done. Any person working
on your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building codes, and zoning regulations.
Ali co k- 0 -- /7esS , do hereby state that I am qualified and capable of performing the
requested construction involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
4a j 06
Owner/Builder Signature Da
/V,,co/e D - bless
Print Owner/Builder Name '
S' ture ofNotary-State o lori ate
* AfyJOAhWM
I;AMM13StOOW CW
I In
WIRES. Ato D 2ft
Owner is PersQpally Known to Me or hasnwB„�a � 0
ProducedlD
Seminole County Property Appraiser Get Information by Parcel Number Page I of I
... ..... ..
]PROPERT V
�;7-
X.M. X
APPRAISER
...........
.......
.........
X
407
..... . ....
..
........
..............
2006 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 07-20-31-507-0000-0270
Number of Buildings: 1
Owner: HESS DAVID A & NICOLE D
Depreciated Bldg Value: $83,725
Mailing Address: 107 RABLIN CT
Depreciated EXFT Value: $0
City,State,ZipCode: SANFORD FL 32773
Land Value (Market): $22,600
Property Address: 107 RABUN CT SANFORD 32773
Land Value Ag: $0
Subdivision Name: SANORA SOUTH UNIT 1
Just/Market Value: $106,325
Tax District: S1-SANFORD
Assessed Value (SOH): $58,931
Exemptions: 00 -HOMESTEAD
Exempt Value: $25,000
Dor: 01 -SINGLE FAMILY
Taxable Value: $33,931
Tax Estimator
SALES
Deed Date Book Page Amount Vac/imp Qualified
2005 VALUE SUMMARY
QUIT CLAIM DEED 10/1996 03145 0057 $100 Improved No
Tax Value(without SOH): $1,362
WARRANTY DEED08/1996 03127 1792 $59,500 Improved Yes
2005 Tax Bill Amount: $643
WARRANTY DEED 11/1992 02502 1536 $100 Improved No
Save Our Homes (SOH) Savings: $719
WARRANTY DEED1 0/1990 02231 0922 $44,100 Improved No
2005 Taxable Value: $32,215
WARRANTY DEED06/1979 01228 1929 $35,500 Improved Yes
DOES NOT INCLUDE NON -AD VALOREM
WARRANTY DEED01/1977 01149 0980 $26,000 Improved Yes
ASSESSMENTc
Find Comparable Sales within this Subdivision
LEGAL DESCRIPTION
LAND
.............
PLA TS, Pick...
Land Assess MethodFrontage Depth Land Units Unit Price Land Value
...........
LOT 0 0 1.000 22,600.00 $22,600
LEG LOT 27 SANORA SOUTH UNIT 1 PB 19 PGS
76 & 77
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1976 5 1,064 1,516 1,064 CONC BLOCK $83,725 $95,686
Appendage / Scift OPEN PORCH FINISHED/ 88
Appendage / Scift GARAGE FINISHED 1364
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch
Finished,Base Semi Finshed
Permits
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorer
tax purposes.
*** If you recently purchased a homesteaded property your next year's property tax will be based on JustlMarket value.
../re—web.seminole—county_title?parcel=07203150700000270&cpad=rabun&cpad num=l0787/24/2006
CENTRAL FLORIDA STORAGE BUILDINGS, INC. , SALES ER
AGREEMENT
DATE
LOT
SALES REPRESENTATIVE
BUYER LAST NAME
BUYER FIRST NAME
DAY PHONE
EVENING PHONE
CELL ❑ OTHER NAME
/
(❑
ADDRESS
IF DIFFERENT, DELIVERY ADDRESS
---� -�
CITY
COUNTY **
ZIP
CITY
COUNTY **
ZIP
SIZE
C
0 L 0 R S
WINDOWS
VENTS
WALL
BODY
ROOF TRIM
xS
SV
HEIGHT
X
XL
LV
76" 84"
PEAK
Ridge k
AC HOLE
O.C.
NOTE:
FLOWER BOXES & RAMPS ARE NO LONGER AVAILABLE FROM CFSB, INC.
W H
24" 16"
OTHER / MISC.:
OTHER
X
ENTRY 48" x 72"/ 80"
DOOR(S): 72" x 72"/ 80"
EVERLAST RHH, LHH CENTER
WHITE, CREAM,BEIGE RHH & LHH OFFSET
ELECTRICAL
STYLE:
6', 8' or 9' GD OR BC GRAY, OR ROLL -LF N/A
STD. PKG(S)
❑ COTTAGE-�
Gip Y� Z C k_ C A M p1. iH ('cix-t er
ADD LIGHT
[� BUNGALOW
ADD OUTLET
ALL FLOORS
WIND LOAD
ADVANTECH DECK
150 M.P.H.3/4"
NOTE: 80" TALL DOORS MUST HAVE 84" SW TO GO IN SW (84" SW IS STD. WITH GARAGE DOOR.)
(UNPAINTED)
ANCHOR SURFACE
HIGH SET?
(Circle One)
(If yes, additional fee to deliv. crew)
(Circle One)
GROUND OR CONCRETE SLAB
YES NO
PRICE...................................$
P
l
* * TAX... %) $ 1
E
(ROUND UP TO NEAREST PENNY)
<1
TOTAL ..................................$
A
50% DEPOSIT .......................$ –
K
EXACT BALANCE DUE ........ $
(POST - DATED CHECKS WILL BE DEPOSITED WHEN RECEIVED)
-' -
ADDITIONAL FEE/ INSTRUCTION:
SPECIAL DELIVERY FEE OF $ TO
BE PAID SEPARATELY, C.O.D. TO INDEPENDENT
DELIVERY GREW
20% OF BUILDING COST WILL BE RETAINED FOR
BUYER IS RESPONSIBLE FOR PERMITS WHEN REQUIRED. DRAWINGS AND STATE
RETURNED OR CANCELLED ORDERS.
CERTIFICATION ARE PROVIDED.
AMPLE ROOM IS NEEDED FOR DELIVERY. FENCES,
COLLECTION COSTS, INCLUDING, BUT NOT LIMITED TO ATTORNEYS FEES AND SERVICE
SHRUBS, ETC. ARE BUYER'S RESPONSIBILITY. ANY
CHARGES WILL BE THE RESPONSIBILITY OF BUYER.
SITE PREPP, BY DELIVERY CREW WILL BE AT
BUYER UNDERSTANDS ALL TERMS AND CONDITIONS OF THIS AGREEMENT.
ADDITIONAL CHARGE.
BUYER:
ONE SET OF BLOCK AND/OR ANCHORS WILL BE
SIGNATURE
PROVIDED. ADDITIONAL BLOCKS AND/OR
ANCHORS MUST BE REQUESTED AND WILL BE AT
PRINT NAME
OWNER'S EXPENSE.
PLEASE MAKE CHECKS PAYABLE TO CFSS, INC.
50% DEPOSIT REQUIRED WITH BALANCE DUE
F
—7
'\ C C
UPON DELIVERY.
DATE: 1oL REP. SIGNATURE: -
ALL GOODS REMAIN PROPERTY OF CENTRAL
LOT ADDRESS: - I� ` -' f^. ^_
FLORIDA STORAGE BUILDINGS, INC. UNTIL PAID
PHONE:
IN FULL.
ORIGINAL - WHITE SALES - YELLOW CUSTOMER - PINK
I�FSf3,INC.
CEHMTRPL FLORIDA STORAGE BUILDINGS, IHC.
Sheds / Carports
Marge Quest, Sales
Phone: 407696.2006 Fax: 4076W7208
Administration/Schedulin 1057 North Highway 17.92
Phone: 407.402-1646 Longwood, FL 32750
i
NOTES:
I. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THIS SURVEYOR. THERE MAY BE
OTHER RESTRICTIONS OR UNRECORDED EASEMENTS THAT AFFECT THIS PROPERTY.
2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.
3. THIS SURVEY IS PREPARED -FOR THE THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD N01 BE
RELIED UPON BY ANY OTHER ENTITY.
4. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT
BOUNDARY LINES.
5. BEARINGS ARE BASED ON RECORD PLAT DATUM AND ON THE LINE SHOWN AS BASE BEARING (BB).
III
11
ow. led
AJo tk
OFFICE
Sag' S9'/Z • ti/
/oo.00
J
°C
P.T.- POINT OF TANGENCY
V
I
�v
poll
Z'5
I
w,
L. -LENGTH OF ARC
lPl- PER PLAT
v�
a
4
D.E.- DRAINAGE EASEMENT
OWl �
��• -���`
-1�- CHAIN LINK FENCE
CONCRETE
0
L4
).O.LL.- POINTFENCE ONN LINE
P.P.- POWER POLE
� ItC*- POPR OF REVERSE CUtVATLFIE
V �
4C �
m
N L 0- NAR L IIAK
M
�9
ow. led
AJo tk
OFFICE
Sag' S9'/Z • ti/
/oo.00
J
°C
P.T.- POINT OF TANGENCY
� o
R.P.- RADIUS POINT
�v
poll
5 � v � •
. � .; .. � �.
w,
L. -LENGTH OF ARC
lPl- PER PLAT
v�
nQ
,V
D.E.- DRAINAGE EASEMENT
OWl �
��• -���`
-1�- CHAIN LINK FENCE
CONCRETE
0
WOODEN
).O.LL.- POINTFENCE ONN LINE
P.P.- POWER POLE
� ItC*- POPR OF REVERSE CUtVATLFIE
16
m
N L 0- NAR L IIAK
z7
�.
S87•591 /Z ,A/
P1,A14S REVIEWED
CITY OF SAHFORD
CERTIFIED T0: �,4�PF �TTLE f�Gq.P.4�uTs� L'a,P,eo,PgT�o•cJ
C��r->itlo uw6q �T-y L4.✓o T 7'c E /•vs U e,94)C 6- eo y,4.v,U Y
Atif—IR iC.OAJ yE.e iTgG /�-10•¢Tl�A6. E Co,PPo.PN Tio cJ
C JcI 1W as 7-4 4 U �- Cp,�A��PA7'i O•U
DESCRIPTION: LOT 07j
SOAJORA SOUTH t JiT GAJ&
AS RECORDED IN PLAT BOOK /9 PAGE($) 7G
OF THE PUBLIC RECORDS OF SES.(/.000E
COUNTY. FLORIDA.
LEGEND
JOB NO.:.-
DATE -
FIELD:
STONED:
DRAWN BY: �) /,J, J
�F B. 1Z4 P0. C,O
REC.- RECOVERED
7
/oo• oa
P.T.- POINT OF TANGENCY
� o
R.P.- RADIUS POINT
AB- RESAR
0.. 0
RAD.- RADIAL
R. -RADIUS
w,
L. -LENGTH OF ARC
lPl- PER PLAT
v�
nQ
,V
D.E.- DRAINAGE EASEMENT
OWl �
��• -���`
-1�- CHAIN LINK FENCE
CONCRETE
0
WOODEN
P1,A14S REVIEWED
CITY OF SAHFORD
CERTIFIED T0: �,4�PF �TTLE f�Gq.P.4�uTs� L'a,P,eo,PgT�o•cJ
C��r->itlo uw6q �T-y L4.✓o T 7'c E /•vs U e,94)C 6- eo y,4.v,U Y
Atif—IR iC.OAJ yE.e iTgG /�-10•¢Tl�A6. E Co,PPo.PN Tio cJ
C JcI 1W as 7-4 4 U �- Cp,�A��PA7'i O•U
DESCRIPTION: LOT 07j
SOAJORA SOUTH t JiT GAJ&
AS RECORDED IN PLAT BOOK /9 PAGE($) 7G
OF THE PUBLIC RECORDS OF SES.(/.000E
COUNTY. FLORIDA.
LEGEND
JOB NO.:.-
DATE -
FIELD:
STONED:
DRAWN BY: �) /,J, J
�F B. 1Z4 P0. C,O
REC.- RECOVERED
P.O.B.-POINT OF BEGINNING
I.P.- IRON PIPE
P.T.- POINT OF TANGENCY
M.- CONCRETE MONUMENT
R.P.- RADIUS POINT
AB- RESAR
& - CENTRAL ANGLE
RAD.- RADIAL
R. -RADIUS
V.R.- NOT RADIAL
L. -LENGTH OF ARC
lPl- PER PLAT
U.E.- UTILITY EASEMENT
IDI- PER DESCRIPTION
D.E.- DRAINAGE EASEMENT
IMI- AS MEADURED IN FIELD
��• -���`
-1�- CHAIN LINK FENCE
CONCRETE
0
WOODEN
).O.LL.- POINTFENCE ONN LINE
P.P.- POWER POLE
� ItC*- POPR OF REVERSE CUtVATLFIE
j DED,-__ARE/�EAADPHALT
IE-- SGEWALK EASIEWNT
N L 0- NAR L IIAK
0
.,
PROPERTY HEREON LOCATED IN ZONE „X
PER F. I . R. M. COMMUN I TY PANEL NO . /20Z9¢
oo44; & DATED
4— /7 -95
BOUvONRY
I HEREBY CERTIFY THIS
SURVEY MEETS THE hINIMUM
AND
TECHNICAL STANDARDS OF
MAPPING
FLA. ADMINISTRATIVE CODE
A p ocIATES. INC.
RULE 61017.7. SUBJECT TO
NOTES AND NOTATIONS SHO
HEREON.
LAND SURVEYORS _
`
��• -���`
171 CYPRESS NAY SUITE -L99
CASSELBEIRRY. FL. 327-
PHONE 1407) 260-9580
IMMY Vl`�IACK�ON P1.5 4243
(not cold unto$ sooled)
+ STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
"Dedicated to making Florida a better place to call home"
JEB BUSH THADDEUS L. COHEN, AIA
Governor Secretary
Certification Number: MAF -1367
Manufacturer: Superior Sheds, Inc. - OC
Address: 2323 S. Volusia Avenue
Orange City, FL 32763
E:,piration: November 09, 2007
Certified for Manufacturing: Storage Sheds
This will confirm that Superior Sheds. Inc. - OC is certified to manufacture
manufactured (modular) buildings, as defined by Rule Chapter 9B-1, FAC, and Chapter
553. Part I. FS. for location or sale in the State of Florida. The condition of this
certification is limited to authorization specified in the above references. Each -building
shall bear a State Insignia located on the electrical panel box cover.
This certification renewal shall be for a period of three years, as indicated above. The
ti manufacturer will receive a renewal notice by E-mail, generated by the Building Code
Information System (BCIS) 90 days prior to expiration of this notice. The manufacturer
must Submit the information required in s. 553.381 F.S. and Rule Chapter 9B-1.007 FAC
online at w-ww.floridabuildins.ore.
If you have questions regarding licensing requirements for site -related permits for
installation of manufactured buildings. you may contact us, your local building
department or the Department of Business and Profession Regulations at (850) 487-
1395. .
Sincerely,
;S Michael D. Ashworth
Program Manager
Manufactured Buildings Program �HS REV,Ew ED
Building Codes & Standards Q
Phone: 850-922-6075 ov
OF SANFORp
FAX: 850-414-8436
cc:NDI
2555 SHUMARD OAK BOULEVARD • TALLAHASSEE, FLORIDA 32399-2 100
Phone: 850.488.8466/Suncom 278.8466 FAX: 850.921.0781/Suncom 291.0781
Internet address: httD://www.dca.state.`I.us
CRITICAL STATE CONCERN FIELD OFFICE COMMUNITY PLANNING EMERGENCY MANAGEMENT HOUSING 5 COMMUNITY DEVELOPMENT
2796 Overseas H"ay. Sun* 212 2555 Shu"lafd Cak BDUWVard :555 Shumard Oak Boulevard 2555 Shumard Oak Boulevard
MaraV=. FL 33050-2r7 Tauahassee, FL 32399-21 D0 Tallanassee. FL 32399.2100 Tauanassee. FL 32399-2100
(305)289-2402 (8501488-23 56 (550)413.9959 (850)488-7956
I .4 BRIDGING
2 s 4 BENT (1Y►.)
I . 4 Mama
S't
SEE DETAIL BELOW
WINDOW OPENING
(2) 2. 0 BEAM (TYP.)
i ALUMINUM SIDING
2. A BOTTOM PLATE
ala• PLYWOOD FLOOR
HURRICANE ANC14CRS
(TYP.) USE SIMPSON I
LSTA-18 W/ /14 - I. \
NAILS
2.6 SIDERAIL
WALL ANCHOR DETAIL
SCALE: N.T.S.
I 400 MAX, LENGTH
MAX. JOIST SPACING
ISOMETRIC OF SHED
SCALE: 4.1 S.
FLOOR FRAMING PLAN
SCALE: SIC • 1.0
2'-0'
(TY9.)
a i
` � I
pOv I� a
ra lMU
a
a
1
of
RIDE ELEVATION WITH DOORS b WINDOWS
SCALE: 1K • V&
r -O'
SEE RDE ELEVATION WITH DOOM S WNDOWS FOR INFORMATION NOT SHOWN
SIDE ELEVATION
Sr., e• Iw-IQ
4 • 4 RUNNER
>.:.?. PLA 1'cS FOR
_r -:S OVER :6• V LENGTH
We PLYWOOD FLOORING
A.A RUNNER
2, 4 BOTTOM PLATE TITO. ALL
AROUND)
2. 0 BENT (TYP.) ISEE SIDE
WALL ELEVATION)
WINDOW F DOOR HEADER
2. 4 HEADER
2.4 BENT(TYP.)
1 . 4 BRIDGING
2 . 4 SRL
2.4 BOTTOM PLATE
SEE DETAILS FOR
CONNECTION
I .4 BRIDGING
2. 4 BENTMP.)
1 f 4 WIND BMCE (ITIA.) AT
FOUR CORNERS Irl WIDE
OR GREATER
2. 4 BOTTOM PLATE
EEE DETAILS FOR
CONNECTION
M 2 s 4 SPRUCE HEADER E
FA rXC 12 PINE EACH SIDE
NON LOAD BEARING WHEN
GARAGE DOOR INSTALLED
1. 4 BRIDGING 0 BENT TYP.)
_ 20 GAUGE 2•. S GALV. PRESS
_ PLATES M PER CONNECTION
S
TYPICAL SLOPE AT KNEE
12 JOINT OF BENT
(21f-2. 6 STUD ADDED MIEN< I i I� I. 4 BRIDGINO O SENT(P/P.)
GARAGE DOOR INSTALLED -
MAC MOTH S'0 FOR o I 2. 4 BEM FRAMES
ENTRANCE DOORS WIDTH C, :PI CONNECTED WI 10d COMMON
a..,WFOR GARAGE DOORS A of OI'dO.C.
DOUBLE DOORS VARIES
0
P.T.P. 4.4 CONNECT FLOOR 3. 4 BOTTOM PLATE
JOIST TO RUNNER M
SIMPSON MS24 SEE ATTACHMENT DETAILS
1y X+YXr.%X+•
VARIES (6'd TO +ral•) -r
FOR INFORMATION NOT SHOWN SEE END ELEVATION
END ELEVATICN WITH DOOR TWO SKID MODELS
SCALE: tN• • 1'0
2.4 HEADER
1 . 4 BRIDGING
2.4 BENT TYP
TVP SLOPE AT KNEE JOINT OF
BENT
I a A BRIDGING
2 a 4 STUD (TY'P )
m I I 41 I I 344• PLYWOOD FLOOR OVER
N II �1n 2.e PT P.
�I I I I
a
X. XI �P X,�
,<-- VARIES 10'd TD 12'4 -f
FOR INFORMATION NOT SHOWN SEE END ELEVATION WITH DOOR
END ELEVATICN FOUR SKID MODELS
SCALE: Ur • TC
OUTSIDE WIDTHS:
SINGLE IMIDE ARCH W/ OVERHANG
SCALE: 1M' • 1•d
DOOR CONSTRUCTION
(OPTIONAL)
re
13 N
Or L
II
= I
WIRING DIAGRAM
(OPTIONAL ELECTRIC)
SCALE: N.T.S.
ALL WIRING SHALL BE MC CABLE 14 GA
(2) WIRE WIG. ALL METAL BOXES
SEE Ar.ACHMENT DETAILS
r. r PRESS PLATES BOTH
SIDES ALL JOINTS
2. a CONSTRUCTION
ALUMINUM DOOR SKIN ON
BACK h BACK
2 x 4 BENT
20 CA. 3' . 5' CALV.
�
�C�CCC�
•
CONNECTION FOR HEADER
��
�
ra•
(8) 100 . 1-1/2' NAILS
i
:HRA INTO HEADER w/ (5)-'••
I
D m
WW
S X
(2) 2.4 W/ 1/2• PLYWOOD
100 x 3• NAIL O EACH
:I
i
SPACER OR 4.4 #2 PIN
ENO
SMPSCN NS -24 W/ Shy
160 NAILS O 2.4 FRAME
TYPE 1
SEC110N 1}IRU HEADER
SCALE: t mr - 1'd
2 . 4 SENT
FLOOR FRAMING PLAN
SCALE: SIC • 1.0
2'-0'
(TY9.)
a i
` � I
pOv I� a
ra lMU
a
a
1
of
RIDE ELEVATION WITH DOORS b WINDOWS
SCALE: 1K • V&
r -O'
SEE RDE ELEVATION WITH DOOM S WNDOWS FOR INFORMATION NOT SHOWN
SIDE ELEVATION
Sr., e• Iw-IQ
4 • 4 RUNNER
>.:.?. PLA 1'cS FOR
_r -:S OVER :6• V LENGTH
We PLYWOOD FLOORING
A.A RUNNER
2, 4 BOTTOM PLATE TITO. ALL
AROUND)
2. 0 BENT (TYP.) ISEE SIDE
WALL ELEVATION)
WINDOW F DOOR HEADER
2. 4 HEADER
2.4 BENT(TYP.)
1 . 4 BRIDGING
2 . 4 SRL
2.4 BOTTOM PLATE
SEE DETAILS FOR
CONNECTION
I .4 BRIDGING
2. 4 BENTMP.)
1 f 4 WIND BMCE (ITIA.) AT
FOUR CORNERS Irl WIDE
OR GREATER
2. 4 BOTTOM PLATE
EEE DETAILS FOR
CONNECTION
M 2 s 4 SPRUCE HEADER E
FA rXC 12 PINE EACH SIDE
NON LOAD BEARING WHEN
GARAGE DOOR INSTALLED
1. 4 BRIDGING 0 BENT TYP.)
_ 20 GAUGE 2•. S GALV. PRESS
_ PLATES M PER CONNECTION
S
TYPICAL SLOPE AT KNEE
12 JOINT OF BENT
(21f-2. 6 STUD ADDED MIEN< I i I� I. 4 BRIDGINO O SENT(P/P.)
GARAGE DOOR INSTALLED -
MAC MOTH S'0 FOR o I 2. 4 BEM FRAMES
ENTRANCE DOORS WIDTH C, :PI CONNECTED WI 10d COMMON
a..,WFOR GARAGE DOORS A of OI'dO.C.
DOUBLE DOORS VARIES
0
P.T.P. 4.4 CONNECT FLOOR 3. 4 BOTTOM PLATE
JOIST TO RUNNER M
SIMPSON MS24 SEE ATTACHMENT DETAILS
1y X+YXr.%X+•
VARIES (6'd TO +ral•) -r
FOR INFORMATION NOT SHOWN SEE END ELEVATION
END ELEVATICN WITH DOOR TWO SKID MODELS
SCALE: tN• • 1'0
2.4 HEADER
1 . 4 BRIDGING
2.4 BENT TYP
TVP SLOPE AT KNEE JOINT OF
BENT
I a A BRIDGING
2 a 4 STUD (TY'P )
m I I 41 I I 344• PLYWOOD FLOOR OVER
N II �1n 2.e PT P.
�I I I I
a
X. XI �P X,�
,<-- VARIES 10'd TD 12'4 -f
FOR INFORMATION NOT SHOWN SEE END ELEVATION WITH DOOR
END ELEVATICN FOUR SKID MODELS
SCALE: Ur • TC
OUTSIDE WIDTHS:
SINGLE IMIDE ARCH W/ OVERHANG
SCALE: 1M' • 1•d
DOOR CONSTRUCTION
(OPTIONAL)
re
13 N
Or L
II
= I
WIRING DIAGRAM
(OPTIONAL ELECTRIC)
SCALE: N.T.S.
ALL WIRING SHALL BE MC CABLE 14 GA
(2) WIRE WIG. ALL METAL BOXES
SEE Ar.ACHMENT DETAILS
r. r PRESS PLATES BOTH
SIDES ALL JOINTS
2. a CONSTRUCTION
ALUMINUM DOOR SKIN ON
BACK h BACK
T• SNARE 'MASHERS
3/°• .: cCRCED I /I 1/9• . 2- RCL; W/ (2)
MASHERS MASS A NUT (A-24
1 D,.k% A-24 STRAP
(1.20C9 UPLIFT)
SIMPSON MS-24-� I�I i l 1 (:) 3/3• . 3• (1.200#
FI UPLIFT RAi NG) EXPANSION
1 SOLT CR MEDCE ANCHOR
S +� S.N TO SLAB 0 SPACNG
1 (PER ;ABLE 1)
SHED W/ SKID ATTACHED ACHCRED TO CONCRETE
SCALE: 1 +!S • +•0
(1) 3/8' . 5' (4000
UPL'FT RATING) 'AECOE
ANCHOR INTO CONCRETE
I SLAB AT SPAC:NC
(FE3 "ABLE 1)
.NOTCH CR COUNTER SINK
?OLT T) -RU 2 . A
•-1/2• VIN)'-+�
I
N. A 3OTTCM PLATE
AILED ;0 2 6 SASE
J.
SIMPSON I13•:
TYPE I OR 0 CONCRETE Of
WI BLOCKING AS REOUIRI
1!r s e FORGED EYE 001
IS Ile O
Oxo 0T
SINGLE HELIX AUGER ANCHOR
SEE TABLE 4 FOA SPACING
SCALE: N.T S.
= 1.-0'
SHED VW SKID ATTACHED
SCALE: 1 f? • 1'd
'CRGE7 EYE BCL; OR 1,
n,READED ROD •n/
- X 2' WASHER h !MUT
2.CCO - CAPACITY)
;PLWT
.EE STRAP DETAIL
/2' n' BOLT 'M/ (2)
ASHERS h NUT
,.000 - SHEAR
APACITY)
,RACE
r. r GALV. WASHER
SET UP AND INSTALLATION OF SINGLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 4 P.V. C. TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TO MUSE, FENCE, PROPERTY LANA ETC.
2. ONCE UNIT IS SOLLARE AM THE NIGH SPOT OF THE GROUND 19 ESTABLISHED THE
BUILDING IS BLOCKED ON NOH SPOT AND LEVELED. THE OTHER END OF THE BUILOIHO IS
BROUGHT U , TO LEVEL AND BLOCKED THEN ME CENTER OF THE BUILDING IS BROUGHT UP
TO LEVEL BLOCKED. AND THEN SHIMMED.
3. AFTER THE SUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE ME CORRECT
SPACING.
4. ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED
THROUGH THE 2. 4 BOTTOM PLATE WITH 1!! AUGER BIT AND THE EYEBOLT IS FASTENED
INTO PLACE. THE HOLE IS DUG FOR W EARTH ANCHOR AND BACK FILLED. THE EYEBOLT
AND AUGER ANCHOR ARE FASTENED WITH 1ir a r BOLT.
S. IF UNIT IS TO BE ATTACHED TO CONCRETE SLAB. THE BUILDING IS SET ON SLAB SHIMMED
UP TO LEVEL. A "'HOLE 13 DRILLED WITH HAMMER GRILL INTO CONCRETE I•IIr OFF RIM
JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND ANL' BRACKET OR
SIMPSON STRAP IS PLACED OVER THE 3ffWEDGE ANCHOR. A 1/r. r SOLT:S THEN
FASTENED THROUGH THE EYEBOLT AND L' BRACKET.
9. IF NO FLOOR UNIT BUILDING IS USED. ANCHOR WITH 3W • S WEDGE ANCHOR CENTERED
BETWEEN EVERY WALL STUD.
GENERAL NOTES 5 SPECIFICATIONS FOR AUGER ANCHORS
t. Slaino urnw Amu be •moem nom: IrDA 030 calor ref eye aloof SrNAo1e mamdarnew DT Styr Cnu DI Fntmem. ON,
Mo.- a" -.w upa 2.0006 at. -Sant.
2. AnChe" Slaw m around per local euddAV COCA Illy debar). Labia anurn W T•N, A+NeuDn Na Deno+ Dam.
3. AninOm area DC Part" wdu9h IM DMOm Pale AM flop System.
icDle 1 Shed Ancorinq to Concrete SICD Tcdle 2 Runner Scecinq
Shea Mal. 1 ::Clllt / S:Ce at S NeAACrOr SapC:na / S a Shop Mie: xl x2 T3
I4•d 200-ILF .•.r :r0 1••+0102• 3'41!7• e'•1+•
ttd 240 a l2 S'0 +rd 2'4102• B.+t•
:Od :OD I I LF s'd 190 +•4 +02• W -w -
!'d 1 100 a I LF T'd e10 P r -w -
Vww flw Art bi Pu ro e2nIM u 1x14 X 4 24ea alp. 14•d oro anw. ne-e 141 abia el lee.
Tcole 3 SuDpert Fec::ng Pcc 50Oc:nq fer Rcnner=1ccx{nq For Sincle or boucle '.vice Sir
fMet:wsc• :.on >^e :no 1=15:Ctaunne .n•rter^-- r -e
v _ a E^o >x Ve. Scr_:r -=c Lyse ?ce S-ce C, it.
<_M D'.1 A'S' / S 0: :0 3'-1 5.-3" '916. J or R 18:31 I_
IA• So, / :'.1 :.55 / :TS) •o S-+ 3'-0'
:2' SM f.CS r a 'o S'-• + or -a '_81 I;r
ftv .COr 4 11D :0 S'-, 5 -ul I2•CC1 n or ,aCC1
8' fw CO' r ! d :0 1-. �-B" .1 a •:I _ _ •11
a-.:
1. Poo =opting .e enc :o center of Soo.
2. POee Other !nen enc Pace SDCting :a center :o Centel.
1. Use some me.. sDa"g to, ;nteNor runner.
"roeraa •:inmsiens seta. LDaa Mo:encl
I ra Y. I$* +.7704 eerAmm.%M.!-1212 cwemsUro me
fl '. r.Ir 3500! oencrorerta o.. cww6uM era
III 215•. +S 3.9901 ABS orbit Dee.
• L. wdlh an nap.
9Hw on 2.000 PSF •baba w1 pMWn Sod pnpum area be -two by Aw Cwmmbief men er -is ra rope, CM[. ren
enonop I See PIw2W. r dw )nen 2.000 PSF.
a-.:
,coloo, Or s6ic concrete abt•. "Oy De ltcck C on -3 '3r -:q' Sets _c :O AO '-_.. -1
•rnrorcinq..
2. Pcos reau4ea on :2' h :i ek• s,ees only.
:CDIe to Ancnp cDocing Cr Auger ;;qe AnMola For S:nq:t :VCt E, S
L-A'Cr Ila117, = �,p 2!10701 '• VC.. n•faCC.^^
t4•d Tar :A3 1 +'C:e 7'd "•I'
+ad sar :'d:eYd •Dar
FORGED EYE BOLT OR '/2'
THREADED ROD
t? COWLING
7lI. 1 1IT BOLT M (2)
WASHERS (2.0000 - SHEAR
CAPACITY)
I?. r FOROEO EYE BOLT
]0• HURRICANE ANCHOR
DETAIL
Ile •rd
CORAL_ EYE AUGER ANCHOR
.cold=DA.,r.r Sooclrq 01 Auger Type AIM.). For ONn+e +tae Snep¢
.n Au11
Antnp
SreO fir .A• 1:3111: A ;^C AMC,p•• MO.. 'ntM�er faCC'1 ••'
:Od t0ar 4aD 1 "d•>YL' SVC 1
• Lew w.N p-1pNI On error!.
- Looeon u ore super p w! a1tellw.
AMM! wwaq compo: 30 allot or LC 2 2-L4• oaeenedn
Ner.:
1. A.M. sDoming ifoofea o
en 3 seewo no gust ct :50 V:- Dt
ASCE 7-98. Cotcgpy 'V • :mPwtcnce Factw 0.77. E -crew 40. nq.r
N.I.P. C. 0.:8.
2. All measurements listea co- cre center to Centel at cncncr..
3. Teminimum number of euger CnMers if (a), (;) O each ccrrer
woo Ip ea
ms Tess inen
fg:n
tn on :re minimum.
, :Its minimum epee OifiC,te Ip .-a,*-Opif :f 3 =:C -ere ar 5•
Ip 3/8' e.cf-sign D is'
5. A.MMIS snnl De face colts !.teal one,"free f DICCAO .at :a
e.istinq Du.ing..n ca encrors con Do w...a M we •ms es ccse :a
.Co. Of P. -D...
SHED DESIGN LOAD REQUIREMENTS
for the 2004 Building Code
BOYO1111111d Pfeme"
es . 0 002091KAXK1,1IK.XVW per ASCE 7.96
Ka• 0.86Ensrm C: KN • 10
41 . 0.8,
:1. O 77: V -
150 MO"
ae • ]04 PSF
Woes .0,15 • 27.24 PSF
1 Mros, wily Nes 1 M.! rewoww New wo-re wY1.1 w rrtlaq aReorer.rr
eprewne, tall AS NC m Radfact." pares. 71r AuS_ are waeenbilA Aa -
tele FbMe a *m AFFIwu w f. M 67 FbMI M Aft Cownd.rf+ OW . Asup
9472) a ban AMMw lan0 U+e Mplbi albil+w sen AMwaer Sar Daagn. N mwlrr
senA..O_. roma, ban 1M 2001 6 2034 FbMe Bude•W Coos M • 190 MON Anne
r
_AND . Mw bar I.ta.u! a 27.24 PSF,1 - 0.77. Encased aulwq, EAM- "C*. are
V I P C -016 Rob Lan lwd • 20 PSF Rsu Dow Lew • S PSF Ftwf Li•. Lpr - 7S
112
9/10/200.7
2/14/2304
10/19/2004
11/35/2034
12/28/:CD4
rf
PSF, Flo., KIN Lew• S PSF.
MOA WAd Fee RorM19p SYSUM ce !
cool Mpl Wi �• 3
1-r 1 I 1-I
Colgafotu h 006111V Dwir (E7M1etNr) Pl-rr (PSF) -/
enc wma A'" -II- Zane wino Ar•_ I -r 50
to
/ x0 +7 77 • h I 10 37
one Vane Area zon. MInO Arra Ir. 1-1 LS rloo�
10 3 t0 d0 +0 ]7 42 / L
243 20 t S5 S 10 70 %
SO 14 47 5p L 3
Laerence E. Bennett, P.E. #16644
Old
1
2 x 4 BENT
20 CA. 3' . 5' CALV.
'
NAILED PLATES (2) PER
•
CONNECTION FOR HEADER
SIMPSON TP35 PLATE w/
USE Bc COMMON
(8) 100 . 1-1/2' NAILS
:HRA INTO HEADER w/ (5)-'••
I
(2) 2.4 W/ 1/2• PLYWOOD
100 x 3• NAIL O EACH
:I
SPACER OR 4.4 #2 PIN
ENO
SMPSCN NS -24 W/ Shy
160 NAILS O 2.4 FRAME
TYPE 1
SEC110N 1}IRU HEADER
SCALE: t mr - 1'd
2 . 4 SENT
20 CA. 3• . 5' CALV.
NAILED PLATES (2) PER
CCNNEC.ION FOR HEADER
• :
USE 80 COMMON
S:MPSON TP35 PLATE W/
•\
4.4 12 PINE. 2.4 NAILED
(3) :Op . 1-1/Y NAILS
�_
TO BOTTOM w/ (2) #16o1
�
?nRu 'HTO rEACER W/ (S)
'
,
CCMMON NAILS O 16' O.C.
•
100 . 3' MAIL 0 EACHSIMPSON
HS -24 STRAP
c7JD I
hEADE S wl FRAMES OR
i.EACERS w/ 4h4 160
NAILS 3 2.4 FRAME
TYPE 0
SECMON I 1 H ADER
SCALE: t I/r• 1'0
T• SNARE 'MASHERS
3/°• .: cCRCED I /I 1/9• . 2- RCL; W/ (2)
MASHERS MASS A NUT (A-24
1 D,.k% A-24 STRAP
(1.20C9 UPLIFT)
SIMPSON MS-24-� I�I i l 1 (:) 3/3• . 3• (1.200#
FI UPLIFT RAi NG) EXPANSION
1 SOLT CR MEDCE ANCHOR
S +� S.N TO SLAB 0 SPACNG
1 (PER ;ABLE 1)
SHED W/ SKID ATTACHED ACHCRED TO CONCRETE
SCALE: 1 +!S • +•0
(1) 3/8' . 5' (4000
UPL'FT RATING) 'AECOE
ANCHOR INTO CONCRETE
I SLAB AT SPAC:NC
(FE3 "ABLE 1)
.NOTCH CR COUNTER SINK
?OLT T) -RU 2 . A
•-1/2• VIN)'-+�
I
N. A 3OTTCM PLATE
AILED ;0 2 6 SASE
J.
SIMPSON I13•:
TYPE I OR 0 CONCRETE Of
WI BLOCKING AS REOUIRI
1!r s e FORGED EYE 001
IS Ile O
Oxo 0T
SINGLE HELIX AUGER ANCHOR
SEE TABLE 4 FOA SPACING
SCALE: N.T S.
= 1.-0'
SHED VW SKID ATTACHED
SCALE: 1 f? • 1'd
'CRGE7 EYE BCL; OR 1,
n,READED ROD •n/
- X 2' WASHER h !MUT
2.CCO - CAPACITY)
;PLWT
.EE STRAP DETAIL
/2' n' BOLT 'M/ (2)
ASHERS h NUT
,.000 - SHEAR
APACITY)
,RACE
r. r GALV. WASHER
SET UP AND INSTALLATION OF SINGLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 4 P.V. C. TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TO MUSE, FENCE, PROPERTY LANA ETC.
2. ONCE UNIT IS SOLLARE AM THE NIGH SPOT OF THE GROUND 19 ESTABLISHED THE
BUILDING IS BLOCKED ON NOH SPOT AND LEVELED. THE OTHER END OF THE BUILOIHO IS
BROUGHT U , TO LEVEL AND BLOCKED THEN ME CENTER OF THE BUILDING IS BROUGHT UP
TO LEVEL BLOCKED. AND THEN SHIMMED.
3. AFTER THE SUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE ME CORRECT
SPACING.
4. ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED
THROUGH THE 2. 4 BOTTOM PLATE WITH 1!! AUGER BIT AND THE EYEBOLT IS FASTENED
INTO PLACE. THE HOLE IS DUG FOR W EARTH ANCHOR AND BACK FILLED. THE EYEBOLT
AND AUGER ANCHOR ARE FASTENED WITH 1ir a r BOLT.
S. IF UNIT IS TO BE ATTACHED TO CONCRETE SLAB. THE BUILDING IS SET ON SLAB SHIMMED
UP TO LEVEL. A "'HOLE 13 DRILLED WITH HAMMER GRILL INTO CONCRETE I•IIr OFF RIM
JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND ANL' BRACKET OR
SIMPSON STRAP IS PLACED OVER THE 3ffWEDGE ANCHOR. A 1/r. r SOLT:S THEN
FASTENED THROUGH THE EYEBOLT AND L' BRACKET.
9. IF NO FLOOR UNIT BUILDING IS USED. ANCHOR WITH 3W • S WEDGE ANCHOR CENTERED
BETWEEN EVERY WALL STUD.
GENERAL NOTES 5 SPECIFICATIONS FOR AUGER ANCHORS
t. Slaino urnw Amu be •moem nom: IrDA 030 calor ref eye aloof SrNAo1e mamdarnew DT Styr Cnu DI Fntmem. ON,
Mo.- a" -.w upa 2.0006 at. -Sant.
2. AnChe" Slaw m around per local euddAV COCA Illy debar). Labia anurn W T•N, A+NeuDn Na Deno+ Dam.
3. AninOm area DC Part" wdu9h IM DMOm Pale AM flop System.
icDle 1 Shed Ancorinq to Concrete SICD Tcdle 2 Runner Scecinq
Shea Mal. 1 ::Clllt / S:Ce at S NeAACrOr SapC:na / S a Shop Mie: xl x2 T3
I4•d 200-ILF .•.r :r0 1••+0102• 3'41!7• e'•1+•
ttd 240 a l2 S'0 +rd 2'4102• B.+t•
:Od :OD I I LF s'd 190 +•4 +02• W -w -
!'d 1 100 a I LF T'd e10 P r -w -
Vww flw Art bi Pu ro e2nIM u 1x14 X 4 24ea alp. 14•d oro anw. ne-e 141 abia el lee.
Tcole 3 SuDpert Fec::ng Pcc 50Oc:nq fer Rcnner=1ccx{nq For Sincle or boucle '.vice Sir
fMet:wsc• :.on >^e :no 1=15:Ctaunne .n•rter^-- r -e
v _ a E^o >x Ve. Scr_:r -=c Lyse ?ce S-ce C, it.
<_M D'.1 A'S' / S 0: :0 3'-1 5.-3" '916. J or R 18:31 I_
IA• So, / :'.1 :.55 / :TS) •o S-+ 3'-0'
:2' SM f.CS r a 'o S'-• + or -a '_81 I;r
ftv .COr 4 11D :0 S'-, 5 -ul I2•CC1 n or ,aCC1
8' fw CO' r ! d :0 1-. �-B" .1 a •:I _ _ •11
a-.:
1. Poo =opting .e enc :o center of Soo.
2. POee Other !nen enc Pace SDCting :a center :o Centel.
1. Use some me.. sDa"g to, ;nteNor runner.
"roeraa •:inmsiens seta. LDaa Mo:encl
I ra Y. I$* +.7704 eerAmm.%M.!-1212 cwemsUro me
fl '. r.Ir 3500! oencrorerta o.. cww6uM era
III 215•. +S 3.9901 ABS orbit Dee.
• L. wdlh an nap.
9Hw on 2.000 PSF •baba w1 pMWn Sod pnpum area be -two by Aw Cwmmbief men er -is ra rope, CM[. ren
enonop I See PIw2W. r dw )nen 2.000 PSF.
a-.:
,coloo, Or s6ic concrete abt•. "Oy De ltcck C on -3 '3r -:q' Sets _c :O AO '-_.. -1
•rnrorcinq..
2. Pcos reau4ea on :2' h :i ek• s,ees only.
:CDIe to Ancnp cDocing Cr Auger ;;qe AnMola For S:nq:t :VCt E, S
L-A'Cr Ila117, = �,p 2!10701 '• VC.. n•faCC.^^
t4•d Tar :A3 1 +'C:e 7'd "•I'
+ad sar :'d:eYd •Dar
FORGED EYE BOLT OR '/2'
THREADED ROD
t? COWLING
7lI. 1 1IT BOLT M (2)
WASHERS (2.0000 - SHEAR
CAPACITY)
I?. r FOROEO EYE BOLT
]0• HURRICANE ANCHOR
DETAIL
Ile •rd
CORAL_ EYE AUGER ANCHOR
.cold=DA.,r.r Sooclrq 01 Auger Type AIM.). For ONn+e +tae Snep¢
.n Au11
Antnp
SreO fir .A• 1:3111: A ;^C AMC,p•• MO.. 'ntM�er faCC'1 ••'
:Od t0ar 4aD 1 "d•>YL' SVC 1
• Lew w.N p-1pNI On error!.
- Looeon u ore super p w! a1tellw.
AMM! wwaq compo: 30 allot or LC 2 2-L4• oaeenedn
Ner.:
1. A.M. sDoming ifoofea o
en 3 seewo no gust ct :50 V:- Dt
ASCE 7-98. Cotcgpy 'V • :mPwtcnce Factw 0.77. E -crew 40. nq.r
N.I.P. C. 0.:8.
2. All measurements listea co- cre center to Centel at cncncr..
3. Teminimum number of euger CnMers if (a), (;) O each ccrrer
woo Ip ea
ms Tess inen
fg:n
tn on :re minimum.
, :Its minimum epee OifiC,te Ip .-a,*-Opif :f 3 =:C -ere ar 5•
Ip 3/8' e.cf-sign D is'
5. A.MMIS snnl De face colts !.teal one,"free f DICCAO .at :a
e.istinq Du.ing..n ca encrors con Do w...a M we •ms es ccse :a
.Co. Of P. -D...
SHED DESIGN LOAD REQUIREMENTS
for the 2004 Building Code
BOYO1111111d Pfeme"
es . 0 002091KAXK1,1IK.XVW per ASCE 7.96
Ka• 0.86Ensrm C: KN • 10
41 . 0.8,
:1. O 77: V -
150 MO"
ae • ]04 PSF
Woes .0,15 • 27.24 PSF
1 Mros, wily Nes 1 M.! rewoww New wo-re wY1.1 w rrtlaq aReorer.rr
eprewne, tall AS NC m Radfact." pares. 71r AuS_ are waeenbilA Aa -
tele FbMe a *m AFFIwu w f. M 67 FbMI M Aft Cownd.rf+ OW . Asup
9472) a ban AMMw lan0 U+e Mplbi albil+w sen AMwaer Sar Daagn. N mwlrr
senA..O_. roma, ban 1M 2001 6 2034 FbMe Bude•W Coos M • 190 MON Anne
r
_AND . Mw bar I.ta.u! a 27.24 PSF,1 - 0.77. Encased aulwq, EAM- "C*. are
V I P C -016 Rob Lan lwd • 20 PSF Rsu Dow Lew • S PSF Ftwf Li•. Lpr - 7S
112
9/10/200.7
2/14/2304
10/19/2004
11/35/2034
12/28/:CD4
rf
PSF, Flo., KIN Lew• S PSF.
MOA WAd Fee RorM19p SYSUM ce !
cool Mpl Wi �• 3
1-r 1 I 1-I
Colgafotu h 006111V Dwir (E7M1etNr) Pl-rr (PSF) -/
enc wma A'" -II- Zane wino Ar•_ I -r 50
to
/ x0 +7 77 • h I 10 37
one Vane Area zon. MInO Arra Ir. 1-1 LS rloo�
10 3 t0 d0 +0 ]7 42 / L
243 20 t S5 S 10 70 %
SO 14 47 5p L 3
Laerence E. Bennett, P.E. #16644
Old
1
8
OFFICE