HomeMy WebLinkAbout136 Wheatfield Cir SanfordEIVEDLMAR IG2011ifCITYOFSANFORDBUILDING &
FIRE PREVENTION PERMIT
APPLICATION n
D
l Application
No. / J ( D.
oc ent3.,3 Constructtion
Value: $ Job
Address: IJ k2G t" (G WI Ctr4kvl 32- Historic District: Yes No$ Parcel
ID:3,2-19 ',51 5I 8 "G ro - 605 O Description
of Work: Plan
Review Contact Phone: ( -
7 -509"" dW Ct Fax:L16 -7 177-239 % Zoning:
E-
mail: Property
Owner Information NameCI,
15 4- r [ 1 V! Phone: y 70/- 3 Street: (`o }
v t't f [z Resident of property? : Y e's City, State
Zip: SjL L( (:7L 3 77 Contractor Information /
p Name
ke,
Phone: Street: /9•
5 Fag: City, State
Zip: C2jZL_&1O State License No.: (fo5- 76!c Architect/Engineer
Information (` J Name.
tVlSSC,ttG G1/t- t ft_g"LPhone: 0 -,37 Street:&6/ /
v 1/ Z Fag: 416-7-53cj-23 y City, St, Zip: /
1/ &I ad nc,( EC 3 E-mail: Bonding Company: Mortgage
Lender: Address: Address: PERMIT
INFORMATION Building
Permit M1111,
Square Footage: Construction
Type: &11VA4tMNo. of Stories: No. of Dwelling
Units: Flood Zone: Electrical New Service -
No.
of AMPS: Mechanical (Duct layout
required for new systems) Plumbing New Construction -
No.
of Fixtures: Fire Sprinkler/Alarm
No. of heads:
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.
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.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IWROVEMENTS 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.
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. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
R,ITA • 'ice ! _ 49A
p]gnature of N-..ustatertY.g7.. A1...as N Daffy KIMBERLY
M. nr,0827765 11111"
ZComm# ig
ExP t 1182012 IV, ,`
rotary Assn., Ino M1
KA ......+.,:+.. Owner/Agenf is Personally Known t r Produced
ID Type of ID L APPROVALS:
ZONING: UTILITIES: ENGINEE
3 -22• l ( FIRE: COMMENTS:
Rev
11.08 signature
of Contractor Agent Date O,
a,) / &t Ayd,&m Print
Contractor/Agent's Name OUA
q( K M,A 31 /s I1 signature
of Notary- YlINOEN Date a
NOTARY PUSUC M1
STATE OF FLORMA COMM#
DD0918228 r
r
Expires
10/5/2013 Contractor/
Agent is onally Known to Me or Produced
ID Type o ID WASTE
WATER: BUILDING: _?&_?
11171 1
a
POWER OF ATTORNEY
Date: 3/15/11
I HEREBY and appoint Kim Anderson or Kaire Gibson
of K C SCREEN, INC. To be my lawful attorney
In fact apply to the Sanford Building Department For work to be performed at a location described as:
Subdivision Name: Celery Lakes Parcel #: 32-19-31-518-0000-0090
136 Wheatfield Cir Sanford, FL 32771
Address of Job)
Chistopher & Carrie Keeling- same as job address
Owner of Property & Address)
And to sign my name and do all things necessary to this appointment.
T
7e or print na me of con tor)
Signature of contractor)
The forgoing instrument was acknowledged before me this U //C/
By: CARL ANDERSON
Who is ersonally known to m / who produced
As identification and who did not take oath.
State of Florida
Commission #
My commission expires:
Seal:
County of Seminole
Notary) CHERYL MO@N
NOTARY PUBLIC
COMM# DDD918228
ENDIres 10/5/2013
eminole County Property Appraiser Get Information by ParcelNumber http://www.scpatl.orgtweb/re—web.seminole—cou ntyL-nue-iparcei=jz i...
Ir ARC,'EL DETAIL
DAv10 JOHF4roN, CFA, ASA
PROFIIERTY
APPRAISER
kt,
SEMINOLE,COUMY FL'
Sew,
1101 E. Fltxsr st
9ANFO". FL 32771-146a
407.61i5r7SOS
VALUE SUMMARY
2011 2010
VALUES
Workinq Certified
GENERAL
Value Method CosUMarket Cost/Market
Parcel Id: 32-19-31-518-0000-0090
Number of Buildings 1 1
Owner: KEELING CHRISTOPHER S & CARRIE
Depreciated Bldg Value 111,920 122,883
Mailing Address: 136 WHEATFIELD CIR Depreciated EXFT Value 0 0
City,State,ZipCxxle: SANFORD FL 32771 Land (Market) 19,0 19,0
Property Address: 136 WHEATFIELD CIR SANFORD 32771 LannddValueValue AgL
0
0
0
0
on Name: CELERY LAKES PHASE 1ASubdivision
Just/Market Value 130,920 141,883
Tax District: Si-SANFORD
Portablity Adj 0 0
Exemptions: 00-HOMESTEAD (2011)
Save Ouc Homes Adj 0 0
Dor: 01-SINGLE FAMILY
Amendment 1 Adj 0 0
Assessed Value (SOH) 130,920 141,883
Tax Estimator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 130,920 50,000 80,920
Amendment 1 ax:justment is not applicable to school assessment) Schools 130,920 25,000 105,920
City Sanford 130,920 50,000 80,920
SJWM(Saint Johns Water Management) 130,920 50,000 80,920
County Bondsl 130,9201 50,0001 80,920
The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates.
SALES
Deed Date Book Page Amount Vac/Imp Qualified 2010 VALUE SUMMARY
SPECIAL WARRANTY DEED 07/2010 07415 0312 $150,000 Improved No 2010 Tax Bill Amount: 2,041
CERTIFICATE OF TITLE 04/2010 07363 0681 $100 Improved No 2010 Certified Taxable Value and Taxes
SPECIAL WARRANTY DEED 1212006 06529 0697 $288,200 Improved Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
Find Comparable Sales within this Subdivision
AND LEGAL DESCRIPTION
Land Assess Method Frontage Depth Land Units Unit Price Land Value
i
PLATS: Pick...
LOT 0 0 1.000 19,000.00 $19,000 LOT 9 CELERY LAKES PHASE 1A PB 67 PGS 98 & 99
BUILDING INFORMATION
Bld Num Bld Type Year BR Fixtures Base SF Gross SF Living SF Ext Wall Bld Value
Est. Cost
New
Building 1 SINGLE FAMILY 2006 13 1,364 3,540 3,012 CB/STUCCO FINISH $111,920 114,790
Sketch
Appendage / Sgft GARAGE FINISHED 1396
Appendage / Sgft OPEN PORCH FINISHED / 132
Appendage / Sgft UPPER STORY FINISHED / 1648
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 valorem tax purposes.
If you recently purchased a homesteaded property your next year's property tax will be based on JustlMarket value.
1 of 1 3/14/2011 3:33 PM
q 17.
Y" Estimate
i Date KC Job No.
KC SCREEN, INC. Lic# SCCO56706 C-
1705 Evans Street /j f6 3/15/2011 11-10
Oviedo, FL 32765 T
407-977-9(P) C407-977-9397397 (F)
Aquatic Innovations, Inc.
2846 Willow Bay Terrace OFFICECasselberry, FL 32707 PEI
INQUIRE ABOUT OUR PRICE MATCH GUARANTEE
Jab Name & Address:/
Keeling
6 Wheatfield Drive
Sandord, FL 32771
Job Color: Bronze/ White
Job Style: White aluminum roof & bronze posts & trim.
Install insulated aluminum roof. 10' x 30' 1 . 3,300.00
Price includes Material, Labor,,
Permit, Sales Tax and One Year warranty on labor and materials.
I BALANCE PAYABLE UPON COMPLETION
Total$3,300.00 INOTE: Payment arrangements must be made directly with office.
ESTIMATE IS VALID FOR 30 DAYS
This is an Owner -Contractor agreement between the parties and no terns, conditions, contingencies, payment; material or work shall be expected of
either party except as expressly written herein. Any alteration or deviation from above specifications, including extra cost, will be an extra charge
over written estimate and/or invoice.
If this instrument is referred to an attorney for collection or enforcement, the Customer agrees to pay attorney's fees plus court costs.
Customer agrees to supply all access routes and to accept responsibility for Iocation of structure on property as to setbacks and property lines.
Customer is responsible for HOA approvals. KC Screen is not responsible for any electrical work on structures.
Acceptance of contract: In the event of non-payment, Customer gives KC Screen the right to remove any materials installed on premises.
Conditions NOT Covered by Warranty: Damage resulting from accidents, Acts of God, alterations, misuse, tampering and abuse.
Acceptance of Approval: The undersigned hereby agrees to the above prices, specifications and conditions as being satisfactory. Change orders
during construction will result in additional charges approved by Customer in writing. PaymerXLie•sVWiftpd and shallbo4nadrI31 i'R}ined above.
Date of acceptance
Customerandcontract / l
IMPORTANT: HOMEOWNERS PLEASE READ AND INITIAL.
According to Florida's Construction Lien Law (sections 713.001-713.37, Florida Statutes) those who work on your property or provide materials and 'are not paid in
fhll have a right to enforce their claim for payment against your property. It
This claim is known as a Construction Lien. If your contractor, or a subcontractor, fails to pay subcontractors or material suppliers or neglects to make other legally all
required payments, the people who are owed money may look to your property for payment, even if you have paid your contractor in full. l
If you fail to pay your contractor, your contractor may also have a lien on your property. This means if a lien is filed, your property could be sold against your will
to pay for labor, materials, or other services that your contractor or a subcontractor may have failed to pay. 0
Florida's Construction Lien Law is complex and it is recommended that, whenever a specific problem arises, you consult an attorney. I
I aged L666LL13L0, 3WI W33d3S 3 A WdSS:11 TT02 91 jeW
Permit Number
Parcel Identification Number 32-19-31-518-0000-0090 QF CIRCUIT Ci3W
SMINOLE CII wv
Prepared by: Kim Anderson o SK 07%1 Pq 13151 41pS1
CLERK'S * 201 1027740
17
Return to: Screen, Inc. RCED.03/16IEa11 11>tp7r5B AN1705EvansStreet ° RAINS FEES 10.00Oviedo, FL 32765
AM1 M BY T 8e1th
NOTICE OF COMMENCEMENT a
State of Florida
County of Seminole 0'
The undersigned hereby Ives notice that improvement(s)will be made to AI
E E U'
9 Y g
certain real property, and in accordance with Chapter 713, Florida Statutes,
the following information is provided in this Notice of Commencement
1. Description of property (legal description of the property, and street address if available)
136 Wheatfield Cir Sanford, FL 32771 Lot 9 Clery Lakes Ph 1
2. General description of Improvement(s) Aluminum Roof to rear of S/F/R NOW
3, Owner Information
Name & Address Christopher & Carrie Keeling 136 Wheatfield Cir Sanford, FL 32771
Telephone & Fax Number
Interest in Property:
4. Fee Simple Title Holder (if other than owner shown above)
Name & Address NA
Telephone & Fax Number NA
5. Contractor
Name & Address K C Screen — 1705 Evans St Oviedo FL 32765
Telephone & Fax Number 407-977-9636 Office -- 407-977-9397 Fax
6. Surety (if any)
Name & Address N/A
Telephone & Fax Number N/A
Amount of bond $ NIA
7. Lender (if any)
Name & Address N/A
Telephone & Fax Number N/A
8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
provided by 713.13(1)(a)7, Florida Statutes.
Name & Address NA
Telephone & Fax Number NA
9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in
713.13(1)(b), Florida Statutes.
Name & Address ' NA
Telephone & Fax Number NA
10. Expiration date of notice of commencement (the expiration date is one year from the 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•CUMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
S,
11.
S9rature of Owner or Owner's Authorized r/Director/Partner/Manager
Swo to (or affirms
by n6l rkli
attorney in'fact) for
I before me this
as • A."
to me OR
0 1
Print Name
day of TmaA-d ,.20 _
type of authority, e.g. officer, trustee,
name o4arty on behalf o Whom instrument was
61AZ4-,f tC ,, as identification.
KIMfBERLY M-ANDERSON .
y...•
YP4cy Comm#DD0827765
SEAL, Z moires 11/18/2012
Florida N0ta1YA5sn., Inc
ZMTy A j:X • •,)...
nWN.a UR.............•
Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing
and that the facts stated in it are true to the best of my knowledge and belief. r.
OfN 1/
23-20 (7107)
Signature of Natural Person Signing (in lin 7 1) Above
Z 92ed L6E6LL6L0b ON I W33N3S 3 A WdSS : T T 1102 9 T jeW
Few
wr SOMMU.-W
T
Ter-,
M "k"GiXIAND
P10
PAXvrproFn
0,41 L
Ter-,
M "k"GiXIAND
P10
PAXvrproFn
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LLA
LJL-
0
it ti ID
vcV way-
2-.),- 5
NON -support wall (Typical both sides)
Top Girt to be no less than a 2x2xO.044
hollow patio member. Solid Roof shall
be fastened Into top girt using a
100 S.M.S. in conjunction with a
1.5" Neoprene washer, with a length
sufficient to penetrate through the Ldepth (thickness) of the roof and the
thickness of the flange of the top girt
The spacing shall not exceed 18" O.0
2'-0" (example dimension only)
If either end of the roof panel is unsupported
then the Max side overhang is equal to half
the overall width of the roof panel. This side Is typically attached to a host support structure. Free-standing
solid roof structures require site -specific engineering. A free standing
4'-0" (example dimension only) solid roof structure is defined as being unsupported by a host structure
overall width of roof panel) on both ends of the spanning roof panels for 60% (or greater) of the
overall length of the support wall.
I I
I I
I I
I I
I
Support wall (see note #2) V .... . . ................. {Length of support wall} .........................
Solid Roof shall be fastened into Header Girt using a
100 S.M.S. in conjunction with a 1.5" Neoprene washer _
whi,
ness)ofthelength
r nt to roofate
through
andflange ,Solid
Aluminum Roof -Plan View thickness) oftheroofandthethicknessoftheflangeof , the Header
Girt or Carty Beam. The spacing along an Elite j .SCALE 3116" - 1 r_Orr ! roof shallnotexceed8" O.C., and along a pan roof shall f not exceed
4" O.C. Notes: t6
Super
Gutter (
5" or 7") Atfechment of
super gutter is not
shown for illustrative purposes.'See
lndependeert detail labeled "
Super Gutter w a
1g
m0
joverhang
Max
overhangunlessoverwritten by
a site -specific drawing sealed
by an engineer I1) The
plan view in this detail shows an Elite composite roof but the I Aluminum Pan f3" Riser) Span Table same rules
apply to an aluminum pan roof unless otherwise noted. 2) There
are two types of walls: Support Walls and Not -Support Note: Walls. The
Support Wall will consist of a Header Girt supporting the The Elite roof span tables were produced in solid roof
that can either run continuously across the entire length of Independent accordance
with the allowable loads given in the the wallwithIntermittentsupportfromcolumns (See Post to
Carry Beam" detail) or be broken up to span between the Florida Product Approval of the Elite Aluminum pP supportcolumns
via bang internally fastened into screw bosses Corporation's Composite Roof Panel. The Florida through the
web of the support columns (see "Primary Member to Product Approval number for this roof panel product Secondary Member"
detail). Non -Support Walls (A.K.A side walls) are is FL-#7561-R1. not used
to support the roof and therefore are not required to maintain a
Header Girt EfTeitive Span (
R) 2x2 H
2x3 H
2x4 H
2x5 H
N 2x4
SMB a S
2x5
SMB B m
2x6
SMB 2x7 SMB
2x8 SMB
2x9 SMB
2x10 SMB
Han Type
39r127r 0.024' 37Cr2z0.030 37r22"x0.050 w.w
Zane Effective Span fR) 100 110
119 151 110 10.
8 n7 13.7 120 9.
8 102 12.8 123 9.
5 10.8 12.6 130 92
10-S 122 140-1
8.8 9.5 116 140-2
9.8 9.5 11.6 150 8.
4 9.0 11 UMT,bJc;
7J—# Or—dSid.
Thkk..x 3Y48"x 0AZ4- 3"x48-x0A30" 4-x48"x0.024" 4"x487r0A30" 6"x48"x0A24- 6"x48"xOD30" 100 a
21'-1" 24'-9- 23'-1' 26'-7' 28'-7" 33'-3' 100 C
n0 B 19-5" 22'-9' 21'-3" 24'-5" 26'-S' 30'-6" a 21'-
P
19'-7" 22--6" 24'-6" 26'-3" u0 CInB18'-2" f Hv 12D
C
130 B 15'-6' 19'-3" 16'-2' 20'-10' 22'-6' 26'-8" 1 130
C140B12'-7' 1 15'-0' 14'-0" 16'-3- 17-5" 20'-2" Gutter Stiffener
shown for illustrative purposes only.
Spacing and attachment details looted
in note #3 in the detail labeled "Super
Gutter Connection to Host Structure"
t Host
Structure
see note #
1) a 3
R
fSjmn
Table US rAre Density roam) fmd Skin
Thud— 3"x48'x0.024" 3" " OD30" 4"x48'x0.024" 4x48'xOD x43'xOA24" 6'x48'x0.030' 100 B
23'-1" 2-P-2" 0' 3" 31'-6" 36-4" 100 C
110 0 2r-2" 24-11" 0' 6 -11" 29'-0" 33'-5" i UO C
M B 19'-7" 21'-8" 25'-1 29-6" 31'-1" t 120 C
1W B 19 " 21'-2" 19'-1r 22'-9" 24 - ' 28'-3" 190C 1408
14'-0' 16 -3" 15'-3' 17 -8" 1$'-3'" i r
x
4"
S.M.S. fastened through composite roof
into hp of super gutter & spaced evenly
at a maximium of 8" O.C. Composite Roof
to Top of Super Gutter Aluminum L-
Angle used as
a spacer 10-04.
75" S.M.S. fastened @ 8" O.C. Host Structure
see note #
1) 3"...r
Fastener type
and spacing determined from table
named "Composite Roof to Host
Structure Fastener Table" see note #
3) Thickness of
panel OFFICE 0x0.
75"
S.M.S. fastened @ 8" O.C. Note #4)
moosite roof
receiver channel Cornposlte Fastener
type
and spacing determined roof receiver
channel from table named "Composite Roof see note #
4) to Host Structure Fastener Table" see note #
3) 2 #10-
04.75" S.M.S. fastened @ 8" O.C. Receiver Attachment
at a Steep Pitch Composite Roof
to Face of Host Structure_. 1) The
term host structure is used synorymci sly with any structural component that the composite
roof can attach to. This is inducting but riot limited toi the face of a tarty beam
house fascia house AdI, and the face of super gutter. 2) The
type of fastener that is attaching to the host Structure is to be determined by the "Composite
Roof to Host Structure Fastener Requirerrlere. 3) Sheet
Metal Screws and hAbod lag Screws (only) that attach into the host stnuchre through the
receiver chancel moat contain a 15' washer. If a washer is not used, then the type
of fasteners mentioned in this note are to be doubled -up. They should be installed in
a vertical pattern, evenly spaced between the top and bottom flange of the receiver charnel.
4) The
fasteners that attach the composite roof to the long flange of the receiver charnel are
only required where there is sufficient room for installatiorl For example, if the
composite roof is installed under a house overhang to the house well; or when the roof
is in a steep pitch and the bottom is inaccessible Sufficient room is defined as 24"
of space between the top of the owposite roof and the bottom of the object covering that
area. Anything less than that would corstiCl:E iri;tllfidsh room and therefore not
require that the top flanged the receiver charnel U1. fas' iect Qr DAVIS L
CLEATON ENGINEERING, INC. civil Structural
601
North
Orlando Ave. Maitland, FL
32751 wC PHONE: (407)
539-2353 • V FAX: (407)
407-539-2334 ENGIN5816 hear
Wind
Zane: 130 MPH Design conforms to the FBC 2007 sming and the FBc 2007 Residential, with NK L
N, 5816 E.
D12
Exposure:
B the 2009 supplements, as well as the ASCE 7-05. C. 3
Composite Roof
to Host Structure Fastener Reauirements Maximum Spacing
of Specified Fasteners (cadres) Fasteners b
Beam Fasteners to
CJWLU. Host Structure fasteners
to
Wood Host Structure Th'
i10
S. y f #
14
S, S 1/4"0 Tap"" 3/8"0 Tapo 10 Wood Screw rr14 Wood S 3" S
12 18 24 8 12 6 8
12 18 6 8 5" 4
6 8 12 4 6 6" 4--•- -
NIA IyL
I 2 1— .- - I 2.
2E"
4 l 1"
6 ..
i 1"
Minimmu
Embedment Deatlts
finches)
3 POST
16"
Dimension of stab for counter -sunk cannection
COMPACTED BACKFILL
tL
c D
o
i m .
E • •• E •
14 x 3/4" S.M.S. (TYP. \ \\ ' t . '
POST CONNECTS TO FOOTER W/ a 3/8" 0 CONCRETE ANCHOR (TAPCON) 14 x 3/4" S.M.S. (IYP.)
2) 2"x 2"x 0.125" ANGLE OR
Z
W/ 2" MIN. EMBEDMENT INTO
1) 1/8" THICK U-CHANNEL CONCRETE (IYP.)
ems• w u
16"............. N—dimensions
2500 PSI MIN. strength
3/8" 0 CONCRETE ANCHOR (TAPCON) Independent Footer with
W/ 1.25" MIN. EMBEDMENT INTO as shown.
CONCRETE (TVP.) rooter is counter -sunk
below grade.
Counter -Sunk Post (Elevation)
Required Pier Footin;
Allowable Ma>pmun
Post connects to slab w/
2) 2"x 2"x 0.125" angle or
1)1/8" thick U-Channel
I
I
Typical monolithic stab
See detail tabled
Typical Mono -Slab Foundation"
for detailed information. Isolated Footing
Dimensions
Uplift
Rating
Lbs-)
Attributable
Roof Area in
Ftz
Required
25, Rebar
1-0" x 1r-0" x 1r-0" 150 4.00 1 Each Way
1-6" x 1r-6" x 1r-6" 1,709 13.47 2 Each Way
2-0" x 2r-0" x 1r-9" IA50 27.56 3 Each Way
2-3" x 2`-3" x 2r-0" 1r`19 39.06 4 Each Way
2-6" x 2`-6" x 2r-3" 2J56 56"25 5 Each Way
2-9" x 2r-9" x 2r-6" 2,a36 76.56 6 Each Way
3-0" x 3r-0" x 2`-9" 3,713 95.06 7 Each Way
3-3" x 3r-3" x 3`-0" 4,901 132.25 19 Each Way
A
r
W/
Indep
2500 PSI MIN. strength
Independent Foc
dimensions as st
To Determ#nie Total Upfr]Ft Rat#ng:
Max#mun Attr#butabFe Rm f Area (Ft. 2Ji 37P5F= Actual Upgt Rating (LBt s)
Slope of grade to be 5 10"
with the continuity remaining 5 Rebar
Typical) for at least 24" from edge of slab.
3"
See Table • • • • • • f 2500 PSI MIN. strength
Independent Footer with
Pier Footing Elevation dimensions as shown.
14 x 3/4" S.M.S. (TYP.)
l
embeanent into
concrete (TYP.)
Jent Post to:Monlithic
Pier Footing Isometric
bar
al)
h
Gutter shown for Illustrative purposes.
See Gutter to Host detail for connection
requirements
General Isometric
Front Elevation
Feld Fasteners
Beam Size Qty of field fasteners
2x4 0
2xS 2
2x6 4
20 6
2xi 6
2x9 8
2X10 8
71rn
Channel Face
U-Channel
0x3%-Bo
with Lock -Nut
10-0 x 2" S.M.S fastened in the field
between through -bolts. Pattern as shown
In "Front Elevation View" with quantity
determined by the "Field Fasteners" table
V-0 x 3%" Bol
with Lock -Nut
es (K.B.) are optional. They
ed to reduce the span
the posts. The Span reduction
ined by the knee brace (K.B.)
ance.
Knee Brace Schedule
Size Length Qty Per
2x20.044 Up to 2' 2
204.050 2' to 4' 3
2x4x0.0SO 4! to 6' 4
1
2x4x 0.048x 0.100 SMB 6' to 7' 4
2x6x 0.050x 0.120 SMB 1 7' to 8' 1 6
7& ction A -A Isometric
F'
107
Beam Depth
K' •. ,
1 `
may. '-'°
3+
A• •3"•-•11_
Section: AA
erg
Notes
1) The notch in the 30 post is shown as a side notch but a centered notch
is also allomble In that case the field fasteners wsould be required to be
installed on both sides of the notch and the through bolts would be
required to penetrate bath sides of the notch through the beam
2) The (optional) knee braces are shown being attad-ed With Ll-nnel but
H-Channel is also acceptable The size of the knee brace and the quantity of
fasteners is given in the "Knee Brace Schedule".
3) Height and type of 3x3 post is determined by the appropriate tables called
Column Schedule for Solid Roof/ Screen Enclosure Combo". In the event that
there is no solid roof or no screen enclosure then take the minimum span given
for the non-existent component'
DAVIS & CLEATON ENGINEERING, INC.
Civil
Structural
601 North Orlando Ave.
Maitland, Fl, 32751
PHONE: (407) 539-2353
FAX: (407) 407-539-2334
Wind Zone: 130 MPH resign conforms to the FBC 2007 BNiding and the FBC 2007 Residential, with
Exposure: B the 2009 supplements, as well as the ASCE 7-05.
ILI
p Irr
iPo
r'
Z107 'Ale
FRAN EATON; JR, P.E.
EN EER - FL UC. 35816
Upright is typical but U-Channel but may
also attach to C.M.U. or conventional wood
framed house wall (%" OSB or 3/a" plywood).
In w4ich case tapcons and wood screws would
be used, respectivety.
r• i. ' ` i : U-Channel running the depth of the
beam and fastened on both sides as
well as the web. Quantity of fasteners
r should be one less than the depth of
the beam (i.e. 2x7 = 6 fasteners). Fastener
type shall be #10-04.75"
Standard Beam to U-Channel Connection
Shorn n f amhometric Tap)
U-Channel
10-04.75" S.M.S. v
the quantity of fasten
being one less than t
depth of the beam (tyl
on both flanges and the weu)
U-Channel
CmdaW for daflM
1) #10.0 x 0.75" Fastener
fastened 4irough the super
g U Ch noel into
the
If there is space available
the U-Channel flange
accessible then fasteners.
will be required where possible`"
2x2x0.125" Angle used as,.;
a secondary support in the
G
event where one side of the
u-channel is partially inaccessible:
2) #ID--Wxo75-S.M.S win be used for R
w frfi .
attachment to aluminum frame members
2) #10-Ox1" Wood screws will be used r it .
for attachment to wood frames
1) 0.25"-0xt.25"Tapcon will be used
n s fsl
for attachment to C.M.U.
Super Gutter shown for illu e
purposes only. Refer to the deco ble
Super Gutter to Host Cori / " for
f attachment req* is
Beam to U-Channel w/ Gutter Beam to U-Channel w/ Gutter
Web
10-0 x 0.5" S.M.S.
Quantity is equal to the
H-Channel Length minus one
2"
Notch Depth) -..
10.0 x 0.5" S.M.S.
Quantity Is equal to the
H-Channel Length minus one
Upright
2x4 SMB shown as
one "flange"
Beam
20 SMB shown as example)
4
H-Channel Length)
Upright
SMB shown as example)
Beam Notched Around Upright
Beam
SMB shown as example)
7"
H-Channel Length)
OPTIONAL 2x2x0.125 Angle
Angle may be used in the case where
one side of the beam Is covered
NW is inaccessible. See Note #6.
Beam to Face of-U
Notes:
1) H-Channel Length will be equal to the beam length minus the
notch depth.
2) Knee braces may be used in addition to this connection but are
optional. For information about a knee brace connection, please see
the detail labeled "Knee Brace Connection".
3) Quantity of screws on each flange must be equal to the H-Channel
Length minus one (as shown in the detail).
4) Fasteners in H-Channel may be #14-0 x 0.5" also.
5) Any combination of frame members for the upright and beam may
be used provided they are in the Beam Schedule and Upright Schedule
respectively.
6) H-Channel configuration and frame -notch shown is In a vertical
vector with the beam being notched. The vector may also be
horizontal with the upright notched ONLY IF the upright depth is
larger than the Beam depth.
7) An Optional 2x2x0.125 angle may be used in cases where one side
of the beam is inaccessible. See note #6 in the detail below labeled
Beam to Face of Upright".
Notes:
1) Knee braces may be used in addition to this connection but are
optional. For Information about a knee brace connection, please see the
detail labeled "Knee Brace Connection".
2) Quantity of screws on each flange must be equal to the H-Channel
Length minus one (as shown in the detail).
3) Fasteners in H-Channel may be #14-0 x 0.5" also.
4) Any combination of frame members for the upright and beam may be
used provided they are in the Beam Schedule and Upright Schedule
respectively.
5) The configuration shown is the beam butting into the upright with the
annel "Length" being driven by the beam depth. This configuration
ma switched to have the upright butting into the bottom of the beam
and the -Channel "Length" being driven by the upright depth.
6) The 2x2x0. Angle is used in lieu of one inaccessible side of beam.
Two #10-OX0.75 ners should be used on each flange of the angle
bracket If the Ina - le side is only partially covered, then fasteners
should Installed where -possible.
Shown from Isometric Bottom) / (Shown from Isometric Top) Beam to Upright (H-Channel'
DAVIS & CLEATON ENGINEERING, INC.
Civil
Structural
601 North Orlando Ave.
Maitland, FL 32751
PHONE: (407) 539-2353
FAX: (407) 407-539-2334
Wind Zone: 130 MPH Design conforms to the FBC 2007 Building and the FBC 2007 Residential, wldh
D14 Exposure: B the 2009 supplements, as well as the ASCE 7.05.
a` `,-firw
ATON, JR, P.E.
FL LIC. 35816
r-
0 or %" 0
Tapcon. See 1x1x0.046 Hollow
Column to Deck Schedule" aluminum Ferrule
for proper size. looted at each
f
tpcon 14..
aci.z
Architectural Foam Cap
1.25 "Min Emedment
Existing C.M.U.
SECTION A -A
Notes:
1) Tapcons in between each upright may be spaced at 36" O.C. (MAX) with
a 1x1x0.046 Hollow aluminum Ferrule support (as shown in the detail).
A
1
I
I
1
Front View
125 angle
Minimum rgof catch is " pef foot
Roof may pitch in •either direction.
B Florida product approved
Florida product approved composite roof system used m m
composite u as a transom /
as a transom
tr.t
m
m
m
2-0
max max transom height unless overwritten
in site -specific engineered drawing
1.i
1 Super Gutter (rypicaQ
A See the detail labeled "Super Gutter Connection
to Host Structure" for specific connection details.
100 x 0.75" S.M.S. fastened
Into composite transom panel
@ a maximum of 4" O.C.
Typical both sides of channel)
100 x 0.75" S.M.S. fastened
Into Up of Super gutter/
@ a maximum of 4"
Gutter Stiffener to be placed
along transom at a spacing not
to exceed 24" O.C. See detail
labeled "Super Gutter Connection
to Host Structure" for specific
Zbanecbon details of the stiffener
100 x 0.75" S.M.S. fastened
into composite transom panel
@ a maximum of 4" O.C.
Typical both sides of channel)
D15
Extruded receiver channel to be flush with the
inside lip of the super gutter. Composite transom
panel not shown for illustrative purposes.
2x2x0.125" angle
100 x 0.75" S.M.S. fastened
into Up of Super gutter
@ a maximum of 4" O.C.
100 x 0.75" S.M.S. fastened into
the face of the gutter @ a max of 12" O.C.
DETAIL A
100 x 4" S.M.S. with a 1.5"0 neoprene washer
fastened through the composite panel into top
of reciever channel, spaced @ a max of 4" O.C.
Florida product approved Icompositeroofsystem
ToD Isometric View
c
Bottom Isometric
Composite Panel Transom Detail K
f
DAVIS & CLEATON ENGINEERING, INC.. '
r- 601
CivilStructural
North Orlando Ave.
Maitland, FL 32751PHONE: (407) 539-2353
FAX: (407) 407-539-2334
Wind Zone: 130 MPH Design conforms to the F0C 2007 Bugling and the F'BC 2007 Residential, with FExposure: B the 2DD9 supplements, as well as the ASCE 7.05.
Et
225" Angle attached from floating
ngpickett base to screech enclosure upright
with (2) #100 x 0.5" S.M.S. at each
flange a
Enclosure
Upright Pickett
Spaced so a 4" Sphere cannot
pass through 100
x 2".S.M.S. fastened in
between each pickett 100
x 1.5" S.M.S. fastened into
screw bosses of 1x1 pickett Bob)
Ends Typical) A
Isometric
View
from inside) a
aI : J . . i, ., . 1
a„
Tapcons
spaced Max 36" O.C.• - Notes:
1)
This method may be incorporated into any aluminum framed screen wall including
framed in openings in a house). 2)
The size of the Chair rail (a.k.a. guard rail) may be chosen from the Girt Schedule.
3)
Brick Pavers may be under the 1x2 O.B. sole plate as king as the tapco attac to
the concrete footer or deck underneath ahem meeting the minimum a met requirements
of 1'/a". Detail:
Retro-Fit Pickett u idard
Chair Rail Girt A
4"
Max opening* - • - ; A
m
91
1
x1 x 0.046 Pickett Profile Enclosure
Upright Standard
Chair Rail Girt x2,
Fastened to the
C)ialC ' Girt 100
x 2" .S. fastened in
betvft6n each pickett 1x2
O.B. Floating Pickett Base also
be an equivalent standard Channel or
standard Girt member) 1x2
O.B. from screen
enclosure 0.
25"O tapcon (or concrete anchor
equivalent) embedded 1.25" into SECTION
A —A 2500
p.s.i. concrete foundation Screen
Wall (Floating Pickett Base) 100
x 0.5" S.M.S. fastened
through the 1x2
angle to the 1x2 O.B. at eac . pickett
location and in between each
pickett 10
x 1.5" S.M.S. fastened screw
tosses of lxl pickett - Both
Ends Typical) 100
x 2" S.M.S. In
between eats A
I
I 1
x1 x 0.046 Pickett Profile Isometric
ew
from insic Screen
Enclosure Upright Standard Chair Rail Girt Pickett
Spaced so a 4" Sphere cannot
pass through A
100
x 2" S.M.S. In
between each I #
100x0.5"S fastened
thrw I
1x2 angle to the lx2 pickett
location and each
pic ke I
Tapconsspa
ax 18" O.G-- A
Notes:
1)
This method may be incorporated into any aluminum framed screen II including
framed in openings in a house). Chair
Rail Girt 1 lend
to tail
Girt t6
Pickett 0.
046 Angle 2
O.B. from en
enclosure 2)
The size of the Chair rail (a.k.a. guard rail) may be chosen from the Girt 0.25"0 tapoDn (or concrete Schedule•
anchor equivalent) embedded 1.25" into 3)
Brick Pavers may be under the 1x2 O.B. sole plate as lo*ks the tapcons attach SECTION A -A 2500 p.s.i. concrete foundation to
the concrete footer or deck underneath them meeting the mm' um embedment requirements
of 1'/". Detail:
Retro-Fit Pickett -into Screen Wall (1x2 Anq@e Base= ; °_• DAVIS &
CLEATON ENGINEERING, INCCivil structural601
FNorthOrlandoAve.Maitland,
FL 32751 PHONE: (
407) 539-2353 FAX: (
407) 407-539-2334 FRA
CLFIITON, JR, P.E. GaVEER -
FL 13C. 35616 WindZone: 130 MPH Exposure:
B Design
conforms to the FBC 2007 auNdmg and the FBC 2007 Residential, with the
2009 supplements, as well as the ASCE 7-05.
UU0.060 Column Schedule for Sofid Roof/Screen Enclosure Cond7o 3x3x0A60 Column Schedule for Solid Roof/ Screen Enclosure Combo
1
51
Teem RedtremylKM,rFq a ,) 10 u 14 1 15 1 .0 1 20 1 u I 24 25
afa d- Hdght (FL)
8 2D.0 199 1 19.6 104 192 19.0 lag 18.6 184 182
r 10 19.6 19.4 192 as lag 18.6 1&4 182 ISO 17.8
12 19.2 19.0 1&8 t&6 18.4 82 1&0 17A 17.6 17.4
14 lag in18.4 182 189 17.8 17.6 17.4 17.2 17.0
16 18.4 182 ISO 17.8 17.6 17.4 172 17.0 16.8 16.6
18 17.9 17.7 17.5 17.3 17.1 16.9 16.7 laS 16.3 16.1
20 17.5 17.317.1 16.9 167 1S5 16.3 111 ISO 15.7
22 17.1 169 16.7 16.5 16316.1 1S9 117 15.5 153
24 167 18.5 18.3 XI 159 1S7 155 153 15.1 14.9
26 163 16.1 15.9 1&7 155 153 151 14.914.7 14.5
Cotrfposite Roof Span of 6'
1
4
1mm11eeJ A/6mTWpM/nf 1 m ss U .1 1 IS I 20 j 22 I 21 I 26 '
11.1 e0 HagM(Ft)
a 18.7 1&5 183 18.1 17.9 17.7 17.5 173 17.1
T 10 3 1&0 17.1 17.6 17A 172 17.0 16.8 165 16A
12 173 17.1 1fi9 16.7 16.5 3 16.1 15915.77Ar17.5
16.6 1&4 16.2 16.0 15.8 16.6 15A 162 169
18 ISO 15.8 15.6 15.4 15.2 150 14.8 14A 14A
is 153 111 14.9 14.7 14.5 14.3 14.1 13A 133
20 14.6 14.4 7.2 14.0 13.8 13.6 13.4 132 13.02213911713.5 13.3 13.1 12.9 12.7 125 123
24 134 132 110 128 126 124 722 12.0 1 179 115
26 127 12 S 12-3121 11.9 11.7 11.5 113 11.1 109
r-Compo5ite RL1of Span of 10' % 1
3x3x0,125 Column Schedule for Solid Roof / Screen Enclosure Combo 4x4x0125 Column Schedule for Solid Roof I Screen Enclosure Combo
we b./Aisny leYbatl D 1 1e u 11 16 /D m 22 U 26
M.A-. ffetpf4 FU
a 207 205 205 204 203 202 201 200 199 198
a 204 203 202 20.1 20a 193 19.8 197 190 195
12 200 19.9 19A 19.7 19.0 19.6 194 193 192 191
14 197 190 195 194 193 192 19.1 190 1" 188
a 194 193 192 19.1 190 109 18e ter 1&6 18S
Is 190 ID9 1a.e 18.7 lea 1e5 18A 153 182 181
m 187 188 18S 18A 163 182 1&1 180 179 77.6
22 183 182 184 18 0 17.9 178 17.7 17.6 175 17.4
b 1&0 I 179 17A 17.7 179 175 1T3 172 1y
Td 7],/ i/.6 1/S 1l.4 i]3 172 iL_ t/•1 1!9 1&9 188
Composite Roof Span of IO'
f..r..ITAr.TwNpq 19 U I ]I l6 ]I m 21 21 16
Yedm4m 14a1DlI gMJ
a 212 21.1 210 1 209 209 1 208 20.7 2 7 200 205
IS 209 208 208 20Y 206 205 205 294 203 203
a I 207 206 2&5 204 204 203 202 201 201 200
14 204 203 20.3 202 20.1 200 20D 199 199 19.7
1 202 201 200 193 19.9 19S 197 196 195 19.5
to 193 1" 198 19.1 19.5 M. 19S 194 193 19.2
m 197 190 19.5 19.4 194 193 192 191 191 19.0
12 194 193 193 192 19.1 190 190 1D9 B 18.7
2A 19.1 19.1 190 189 189 188 187 13.6 1&6 185
26 189 188 188 18.7 180 18S 183 184 1&3 182
Composite Roof Span of SO'
It M"my be Yltrap9wea. M rot.1rapolai64. He*% my be rlepaded. bd nd erinpaded. Hwuy my bo eA9pde/ad, kA M at
fieigds may be iaepdated, but r.4 a polated
3x3xO.060 Column S dine for Solid Roof Screen Enclosure Comn bo3x3X0.060 Go Schedule for Solid Roof / Screen Enclosure Combo Note: "
1)
All aluminum frame member tables shown are calculated for exposure
B type terrain. If exposure C is needed, then use the multipliers
as follows: With a height range of [W-15': multiply span
by 0.83), [15'-20': multiply span by 0.78], [20'-25': multiply
span by 0.74], [25'-30': multiply span by 0.71]. Heig
is my be i8rwmd. but rot eruap udw. mey be 8dmptlatad, Dut nd ertrapdated. 3x3xO.
092 Column Schedule for Solid Ro6f'1 Screen Enclosure Combo 3x3xO.092 Column Schedule for SolidRoof/Screen Enclosure Combo Carry
Beam Schedule for Solid Roof/Screen Enclosure Comb+ r
m Carry Beam Schedule for Solid Roof/Screen Enclosure Combo E
seem
Atr7nbmy e6ga(N a m 14 I u 1e m u Z. as Uu48um
fll0hf /Ft) 8
17.6 17.4 172 .0 168 1fi6 1fi4L133.
3 16.
0 10
165 16.4 162 16.0 5.815.615.4 15.0 12
153 1" 153 15.1 14.9 4.7 14.5 14.1 14
F17.a
14.
7 145 143 14.1 13.9 13.7 13.1 16
139 13.6 13.4 132 13.0 12.8 126 1 124
129 124 122 12.0 1.8 71620 11911511A11211.0 10.8 7&6 10?2
11.7 709 10.7 70S I 10.3 70.1 99 9.7 93 24
1CA 9.9 17 9.5 &3 9.1 89 7 85 83 26
9.1 89 8.7 8.5 I 83 0.1 79 7.7 75 7.3 Composffe
Roof Span of 14' ' s..
eull r4b.mexuA Fq 1 >2 U U 11 m 22 L 16 xalaaee17ab1ge,
lFy a
20.9 20.7 20.6 2&5 203 2D2 20.1 19.9 19.8 192 10
a1.6 205 203 20.2 20.1 19.9199 19.7 19.5 19.4 11
81.3 202 20.0 19.9 19.8 19.7 19S 19.4 19,3 19A 14
M.0 199 19.8 19.6 195 19.4 192 111 19.0 1B9 18
19.8 199 195 1&4 192 19.1 19.0 AS 18.7 185 18
19.5 19.4 192 111 19.0 Ma 181 18.6 18.4 1" 20
19.2 19.1 19.0 188 ta.7 185 184 183 lag I" 22
19.0 189 18.7 186 18A 18.3 182 180 179 17.8 24
18.1 1B5 7&.4 1113 782 7B9 1. 11. 17.1 171 26
10.4 18.318.1 1&0 17.9 17.8 17.6 17.5 17.4 172 Composite
Roof Span of 6' se..
eR.dTeR•m•71'Yei (Jtl U u U I 16 11 m 2: >+ 26 8
16.5 1" 16.91 159 15.7 15S 15.3 15.1 14.9 10
15.3 15.1 U9 14.7 14.5 14.3 14.1 13.9 13.7 12
14.0 13.8 135 134 13.2 13.0 12.8 12.6 12.4 14
r13.0 725 126 124 122 120 11.8 17.6 11.4 1121s 11.5 11.3 11.1 I 103 10.7 105 103 10.1 9.9 18
10.3 10.1 Is 9.7 9.5 93 9.1 8.9 8.7 20
9.1 8.9 a.7 8.5 83 1 79 7.7 7.5 22
7A 7-279 69 6.6 6.4 62 24
69 fib 6.4 62 I 6.0 59 59 5.4 52 5.0 65
5.4 1 52 1 5.0 4.8 45 4A 4.2 4.0 1 3.7 Composite
Roof Spun cf I8' 1
3
amDm7n6.
my1114bfPo ss U 16 le m m b Ss Ueelmem
Haig NPC)\ 9
20.1 2(L0 19.9 19.7 tas 195 t93 792I 1a1 189 10
192 115 19.4 19.3 19.7 19A 182 1 192
19.1 ISO 1&B 187 18.6 184 1&314 1851&6 185 18.4 182 18.1 7&0 17.816
13318218117.9 17.8 17.7 175 17.418
K1&6l&
fi/12
179
t7.7 77.6 175 773 172 17.1 tfi 20
17.4 17.3 17.1 17.0 169 A 1SA sfi01&9624
163 tfi4 tfi2 tfi1 7&0 Na5 1 7 756 15.5I 15.3 26
16.1 1S9 1S8 1S7 15S 15.4 153 t51 150 14.9 Composite
Roof Span of 101 Hd"
my be bgetpdate4 W not OCDa, Ste4 1+
f 1II may 7>e e¢mpaa6o. au n¢'910'.pnam. IT:
6.mT- S. 10' 1? 14' 16' Jr 29' 22' 21' 26' PaeaL.
Span p'L) 294SUB
1al 94 88 4 80 7.7 7.3 S8 fi2 59 215SUB
125 11.6 11.0 104 IS 95 a0 a2 7.7 7.1 2t6SU
B 17.4 16.7 16.4 158 155 151 149 14.5 13.8 129 217
SUB 1B3 1&6 17.9 17.4 172 167 16.4 l59 l55 t48 2[
8 SUB 218 23.1 22.5 21.9 212 20.9 20.5 201 114 tag 2d1
SUB 2i0 2d.3 240 23.5 228 220 21.6 21.1 20.5 t17 2WSM
31.9 31.0 303 1 297 293 2$7 279 27.2 25.4 2S8 wiam
783 17.5 17.1 1&8 182 1S8 1S4 14.8 14.5 13.8 7
re 2i.7 21.0 20.5 2a0 19.4 19.1 785 1$0 17.5 17.0 2"
TFB- 1 27.7 26.8 26.1 255 1 211 1 248 1 24.0 23.4 277 224 Composite
Roof Span of 6' a
Ayr.R...re ua s' 20' 1r I U' 26' 1 18' I 20' I 22" 1 2 f]
repive>gfar, pT.) 2a48UB
7.9 7.4 6.9 6.6 6.3 fit 5.8 5.3 4 285
SUB a9 a2 SO 8.2 7.8 7.5 7.1 6.5 6 218
SUB 13.7 132 129 125 122 11.9 11.7 11.4 11 a
WSUB 1S2 147 141 13.7 115 13.2 129 125 1: 2188UB
7&6 182 17.7 17.3 16.7 7&5 16.1 15.8 1! 2.
0 SUB 187 111 1SS 1&5 180 17.4 17.0 1S.6 N E
2110SUB 251 244 2.9 2.4 23.1 276 220 21.4 21 2r57F8
144 118 734 711 1 27 1 25 121 1 11t2l.. 2t7TM17.1 16.6 16.1 1S8 153 150 14.6 14219 TFB2182112116MI1981941&9 18 Composite
Roof Span of 14' 3x3xO.
092 Column Schedule for Solid Roof/Screen Enclosure Comber 3x3xD.
092 Column Schedule for Solid Roofl Screen Enclosure Combo Cam Beam Schedule for Solid Roof I Screen Enclosure Combo Carry Beam Schedule for Solid Roof/Screen Enclosure Combo e
ftgr4lete•1BVr,Fq 1e u 14 16 U m u 24 26 rer
9m Ftx 7Fx) a
19.4 193 19.1 19.0 18.9 18.7 18.6 1&.9 18.4 182 10
78.a 18.6 185 18.4 182 18.1 180 77.8 17.7 17.6 12
18.1 189 17.917.7 17.6 174 17.317.2 17A 17.0 14
17.5 VA 17217.1 17.0 16.8 161 1fi6 16S 163 18
16.9 1&7 165 1as 163 162 16.1 15.9 15.8 15.7 1a
1&2 1al 16.0 1" 15.7 15.6 15A 153 15.215.1 20
15.6 155 153 15.2111 14S 149 14.7 145 14.4 22
t60 Ids 11.7 14.6 14.4 143 142 14.0 13.913.8 24
743 2 1d.1 119 13.8 13.7 135 13.4133 13.1 28
117 13.6 1. 1. 2 13A 129 128 12.6 125 Composite
Roof Span of 14' Heigls
may be Idmpda K b Sae
a Rrt Tdw-ylyLb rPo 8 30 12U 16 1B m II b 26 81
WMM HdgW (FL) e
18.7 1&5 1&4 18.3 18.2 1&0 17.9 1 17.8 17.6 17.5 10
17.9 J717 17.6 17.5 17.3 172 17.1 169 1fi8 16.7 12
17.1 lfi9 is 163 la.5 18.4 1&3 16.1 16.0 159 14
1 0 1S8 117 6 1- 11.3 15.2 111 16
154 153 1S2 ISO 749 148 146 14.5 144 14.2 18
tL8 14.5 l43 142 141 719 13.8 13.7 13.6 134 20
13.8 13.7 115 13.4 133 73.1 130 129 727 176 22
13.0 t28 127 726 125 123 12-2 12.1 11.9 its 24
722 120 11.9 11.8 11.6 11.5 11A 112 11.1 11.0 26
11.3 112 11.1 11.0 10.8 1 10.7 1 106 70.4 10.3 7a2 Composite
Roof Span of 18' Heights
may be herpdated, but nd w*apd4e4 bmr
evfbkvbpMW D' 30' 31' 16' 1D' m' TZ• U' 3C ER
M'e sp:n (R) 2i4SYB
9 83 7.8 7.1 7.1 6.8 as 6.0 5s 5.2 21t5SYB
11.1 103 9.7 92 4 0E15A
8
63 21t6SUB
15.4 149 145 14.1 13.7 1 13.2 122 11.4 2X75UB
17.1 165 1&e 15.4 152 749 13.7 13.1 2d1SYe
20.9 20A 19.9 19.4 1B9 18.5 ta.1172 16.7 2899YB
221 215 212 208 202 19.5 19.1 81 17.4 211D
SUB 292 27A 26.8 25.3 259 25.4 24.7 23A 9 215TFB
152 755 111 14.7 143 14.0 13.6 129 122 2x7
TFB 19.2 18.6 111 17.7 172 169 16.4 155 15.0 229
TFB 24.5 1 23.7 1 23.1 226 1 222 1 219 21.2 20.7 20.1 19.8 Composite
Roof Span of 10' eas„
de6vm7Wed4 a' 10' 1 27 14' 1 16 16 r
Sp- (FL) 284
SUB 7.0 6.6 2 SS 5.6 54 St 47 43 4.1 2t5
SUB as 8.1 7.7 7.3 7.0 fib 6.3 S8 5.4 So 216SU'
B 122 11.7 11.5 11.1 1a8 106 la4 10.1 9.6 9.0 217SLB
13.5 13.0 125 722 120 11.7 715 11.1 lag 103 218
S11B 165 161 1S7 153 14.9 146 143 141 Us 132 20
SUB 17.5 170 167 16.4 lag 154 151 148 143 13.7 200SUB
223 21.6 21.2 2118 2B5 20.1 115 ISO I&S t8.1 2r5TF8
128 722 11.9 11.6 11.3 11.1 117 1a3 10.1 9.6 77F8
1S2 147 143 140 13.6 13.4 110 126 722 11.9 2r9
TFB 19.4 187 1&2 179 17.5 172 167 164 159 15.6 Composite
Roof Span of IS'
ELITE PANEL SPAN TABLES IShown for information purposes only
3' x 0 024 x 1 _ LB EPS- PANELS
ALLOWABLE CLEAR SPAN CHARTS)
ALLOWABLE
LOAD (PSF)
r
MAX ALLOWABLE SPAN (FT)
L/80 L4120 : L/180 L/240
10 16.17 15.76 ; 15.03 14.10
20 13.44 13.44 12.22 10.35
30 10.78 10.78 9.41 6.60
40 9.22 9.22 6.60 2.85
50 a17 8.17 3.79
60 7,40 6.39 0.98
70 6.81 4.51
80 6.33 2.64
4' x 0 024 x 1 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
ALLOWABLE
LOAD (PSF)
MAX ALLOWABLE SPAN (FT)
L/80 L/120 L/180 L/240
10 19.00 19.00 17.17 16.53
20 15.01 15.01 15.01 13.95
30 12.50 12.50 12.50 11.38
40 10.97 10.97 10.97 8.80
50 9.92 9.92 9.44 6.22
60 9.13 9.13 1 7.51 3.64
70 8.52 8.52 1 5.58 1,07
80 1 02 8.02 1 3.64
6' x 0 024 x 1 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
ALLOWABLE
LOAD (PSF)
MAX ALLOWABLE SPAN (FT)
L/80 I L/120 L/180 L/240
10 23,00 21.24 21.47 20.85
20 18.06 18.06 18.06 16.06
30 15.13 15.13 15.13 15.13
40 13.34 13.34 13.34 13.34
50 12.10 12.10 12.10 10.91
60 11.17 11A 11.17 8.43
70 10.44 10.44 1 10.30 5.95
Bo 9.85 9.85 6.43 1 3.47
3' x 0032 x 1 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
ALLOWABLE
LOAD (PSF)
MAX ALLOWABLE SPAN (FT)
L/80 L/120 L/180 L/240
10 17.50 17.50 16.91 15.96
20 16.64 15.96 14.06 12.16
30 15.17 14.06 11.21 8.36
40 13.69 12.16 8.36 4.56
50 12.22 10.26 5.51 0.76
60 10.75 8.36 2.66
70 9.27 6.46
80 7.80 4.56
4' x 0,032 x 1 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
ALLOWABLE
LOAD (PSF)
MAX ALLOWABLE SPAN (FT)
L/80 L/120 L/180 L/240
10 20.50 20.50 20.11 19.24
20 19.61 19.24 17.49 15.74
30 1817 17.49 14.87 12.24
40 16.72 15.74 12.24 8.74
50 15.28 13.99 9.62 5.25
60 13.84 12.24 7.00 1 L75
70 12.40 10.49 4.30 1-
80 10.95 8.74 1.75 1-
6' x 0 032 x 1 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
ALLOWABLE
LOAD (PSF)
MAX ALLOWABLE SPAN (FT)
L/80 L/120 L/180 L/240
10 24.00 24.00 2440 23.42
20 23.34 23.21 21.82 20,22
30 22.10 21.63 19.42 17.02
40 20.86 20.05 17.02 13.82
50 19.62 18.47 14.62 10,62
60 18.38 16.89 12.22 7.42
70 17.14 15.30 9.82 422
80 15.91 13.72 7.42 1.02
3' x. 0 024 x 2 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
ALLOWABLE
LOAD (PSF)
MAX ALLOWABLE SPAN (FT)
L/80 L/120 L/180 L/240
10 19,33 18.95 18.31 17.66
20 18.11 17.66 16.36 15.06
30 16.80 16.36 14.41 12,46
40 15.49 15.06 12.46 9.86
50 14.18 13.76 10.51 7.26
60 12.87 12.46 8.57 4.67
70 11.57 11.16 6.62 2.07
80 1 IR26 9.86 4.67
4' x 0024 x 2 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
ALLOWABLE
LOAD (PSF)
MAX ALLOWABLE SPAN (FT)
L/80 L/120 L/180 L/240
10 21.97 21.97 21.52 20.97
20 20.77 20.77 19.86 18.76
30 19.57 19.57 18.21 16.55
40 18.36 18.36 16.55 14.34
50 17.16 17.16 14.89 12.13
60 15.96 15.96 13.24 9.93
70 14.75 14.75 11.58 1 7.72
80 13.55 13.55 9.93 1 5.51
6' x 0024 x 2 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
ALLOWABLE
LOAD <PSF)
MAX ALLOWABLE SPAN (FT)
L/80 L/120 L/180 L/240
10 23.93 23.93 23.88 23.60
20 23.20 23,20 23.03 22.46
30 22.47 22.47 22.18 21.33
40 2175 21.75 21.33 20.20
50 21.02 21.02 20.49 19.07
60 20.29 1 20.29 1 19.64 1 17.94
70 19.57 1 19.57 1 18.79 1 16.81
80 18.84 1 18.84 1 17.94 1 15.68
GENERAL NOIES
1 Composite panels shall be constructed using type 3003-H154 aluminum facings, 1 or 2 PCF ASIM C-578 carpenter brand EPS
adhere to aluminum facings with Ashland Chemical 2020D ISO grip Fabrication to be by Elite panel products only in
accordance with approved fabrication methods.
2. Elite roof panels maintain a UL 1715 (int) class `B' (ext) rating and are NER 501 approved.
3 This specification has been designed and shall be fabricated in accordance with the requirements of the 2007 Florida Building
Code, composite panels comply with Chapter 7 Section 719, Chapter 8 Section 803, Class A interior finish, and Chapter 26
Section 260.3. All local building code amendments shall be adhered to as required '
4. I he designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including
load combinations) using the data from the allowable loads tables and spans in this approval
5 Deflection limits and allowable spans have been listed to meet 2007 FBC including the HVHZ In HVHZ, this product shall be
used in structures `not to be considered living areas" per Section 1613 unless impact resistance in accordance to the HVHZ
requirements are met
6. Safety factor of 2 0 has been use to develop allowable loads and spans from testing in accordance to the Guidelines for -
Aluminum Structures Part 1 and conforms to the 2007 FBC Chapter 16 and 20.
7 Testing has been conducted in accordance to ASTME72-05: Strength Iest of Panels for Building Construction.
8 Reference test reports: HEIT-05-1988, HEII-06-2104, HEII-06-2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HEII-
06-2107, HETI-05-1987, HETI-06-2069, HEII-06-2070, HEII-06-2071, HEII-05-1994, HEII-05-1991, HEII-06-2072,
HEII-06-2073, HEII-06-2074, HEII-05-1996, HEII-05-1989, HEII-05-1993, IBEII-05-1985, HEII-05-1995, BEII-05-
1990, HETI-05-1997, HETI-05-2037, HETI-05-2029, HETI-05-2039, HETI-05-2030, HEII-05-2041, HEII-05-2048, HETI-
05 2036, HEII-05-2031, HETI-05-2038, HETI-05-2065, HEII-05-2040, HEII 05-2042
9. Linear interpolation shall be allowed for figur es within the tables shown.
10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include
the strength of the fan beam to exceed shown fieures as Dart of site -specific eneineerinLy.
3' x 0030 x 2 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
ALLOWABLE
LOAD (PSF)
MAX ALLOWABLE SPAN (FT)
L/80 L/120 L/180 L/240
10 20.11 20.03 19.42 18.81
20 19.02 18.81 17.58 16.35
30 17.93 17.58 15.73 13.89
40 16.83 16.35 13.89 11.43
50 15.74 15.12 12.05 997
60 14.64 13.89 10.21 6.52
70 13.55 12.66 8.36 4.06
80 12.46 11.43 6.52 1 160
4' x 0030 x 2 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
ALLOWABLE
LOAD (PSF)
MAX ALLOWABLE SPAN (FT)
L/80 L/120 L/180 L/240
10 24.17 24.17 24.17 24.17
20 23.64 23.64 23.41 23.11
30 22.57 22.57 21.90 21.R
40 21.51 f 21.51 20.39 18.91
50 20.45 20.45 18.88 16.80
60 19.39 19.39 17.37 14.7D
70 18.33 18.33 15.86 1 12.59
80 17.26 17.25 14.35 1 10.49
6' x 0030 x 2 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
ALLOWABLE
LOAD (PSF)
MAX ALLOWABLE SPAN (FT)
L/80 L/120 L/180 L/240
10 24.00 24.00 24.00 23.84
20 23.65 23.65 23.34 22.84
30 22.94 22.94 22.59 21.85
40 22.23 22.23 21.85 20.85
50 21.53 2153 21.10 19.86
60 20.82 1 20.82 11 20.36 1 18.87
70 20.11 1 20.11 19.611 1 17.87
80 19.40 1 19.40 1 18.87 1 16.88
SEAL JOINT WITH
CONTINUOUS CAULKING
UUU rA U UU (
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BOTTOM FACINGS
INTERLOCKING CROSS SECTION
SLOPE 4' MAX CKING
PANEL (1/I4%FT MINDTHK SL OPE)
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ENGINEER OF RECORD TO PROVIDE 00
FOR ROOF CONNECTIONS & ADD THICKNESS OF 00
SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 00
THIS OR ANY OTHER ENGINEER PANEL SPAN: 00
OPTIONAL
O H GUTTER OR
DRIP CAP
36' MAX IN FRONT & 257
OF PANEL WIDTH @ SIDES
12' MAX AT SIDES)
EPS ROOF PANEU SPAN DESCRIPTION
DO KIM/"
ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL33679
Tet (813) 3744)321
Fam (813) 374-0322
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Drawing No.. - FLA 001
SHEET 1 OF 1
Permit Number
Parcel Identifica(on Number 32-19-31-518-0000-0090
t & .'0
F repared 6;', Kim. Anderson
Return to: KC Screen, Inc.
1705 Evans Street
Oviedo, FL 32765
PiJOTICE OF COMMENCEMENT
tate of Florida
Ifounty of Seminole
he undersigned hereby gives notice that improvement(s) will be made to
certain real property, and in accordance with Chapter 713, Florida Statute
tl ie following information is provided in this Notice of Commencement.
11. Description of property (legal description of the property, and street a
136 Wheatfield Cir Sanford, FL 32771 Lot 9 Clery Lakes Ph 1
i
2. General description of improvement(s) Aluminum Roof to rear of
3,', Owner information
Name & Address Christopher & Carrie Keeling 136 Wheatfeld Cir Sz
Telephone & Fax Number
I Interest in Property:
41. Fee Simple Title Holder (if other than owner shown above)
Name & Address NA
Telephone & Fax Number NA
5. Contractor
Name & Address K C Screen -- 1705 Evans St,
Telephone & Fax Number 407-977-9636 Office --
Q. Surety (if any)
Name & Address
i Telephone & Fax Number
Amount of bond $
i
T Lender (if any)
Name & Address
Telephone & Fax Number
8. Persons within the State of Florida designated by Owner upon whom
t provided by 713.13(1)(a)7, Florida Statutes.
i Name & Address NA
Telephone & Fax Number NA
91. In addition to himself or herself, Owner designates the following to rece
1713.13(1)(b), Florida Statutes.
r Name & Address • NA
Telephone & Fax Number NA
i .
10. Expiration date of notice of commencement (the expiration date is
f different date is specified):
i
V,VARNING TO OWNER: ANY PAYMENTS MADE BY THE O
rJOTICE OF COMMENCEMENT ARE CONSIDERED IMPR(
PART I, SECTION 713.13, FLORIDA STATUTES, AND C.
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
A:ND POSTED ON THE JOB SITE BEFORE THE FIRST INS
FINANCING, CONSULT YOUR LENDER OR AN ATTORN
4ECORDING YOUR NOTICE OF COMMENCEMENT.
I S19pature of Owner or Owner's Authorized (yer/Director/Partner/Manager I
t
S;wor. to (or affirme) nd ubscribed before me this day of
y GL J'V . _ , (VL 1 asQO
attorney if fact) for •—, (name
execfted ,X,pvsonally k wn to me OR roduced Y SEAL
S0J12
i:
AND fed lMARVWk
NORSE, CLERK W CIPWIT CART SEMINOLE
COUNTY " N
07541 Pg 1315; Upg) CLERK%
S 0 2011027740 RECORDED
03/16/2011 11107156 AN RECORDING
FEES 10.00 RECORDED
BY T Srith to
if
available) or
other documents may be served as a
copy of the Lienor's Notice as provided in year
from the date of recording unless a ER
AFTER THE EXPIRATION OF THE R
PAYMENTS UNDER CHAPTER 713, RESULT
IN YOUR PAYING TWICE MMENCEMENT
MUST BE RECORDED CTION.
IF YOU INTEND TO OBTAIN BEFORE
COMMENCING WORK OR e-
t.--,, Name
J wriGl ,
20 type
of authority, e.g. officer, trustee, arty
on behalf instrument was as
identification. A9%"
KIMBERLY M.ANDERSON y..
s1oxpl>
Comm#DD0827765 Expires
11/18/2012 A4
Florida
NotaryAssn., Inc lYnun¢ •
aau"
YU.U.00Nlp/N00• Verification
pursuant to Section 92.525, Florida Statutes. Jnder penalties of perjury, I declare that I have read the foregoing and
that the facts stated in it are true to the best of my knowledge and belief. Signature
of Natural Person Signing (in lin # 11) Above 23-
20 (7/07) i 1