HomeMy WebLinkAbout162 Edgewater Cir - BR18-002590 - SLABqz 6(ay
11DID
CITY OF SANFORD
BUILDING & FIRE PREVENTION
SUN 7 2018 PERMIT APPLICATION
Application No: a s 9a
Documented Construction Value: $ z` 9- do
Job Address:
l W
ECQ C(r9, 46kQ c
Parcel ID: 11- c90 •- 30 - S_ Co - 00M - OS 70
Historic District: Yes No
r
Residential g Commercial
Type of Work: New LJ Addition Alteration Repair Demo Change of Use Move
Description of Work: =ix.S+0 new Screen !born w X io, on exiS-hra
ConC.re+e_ sla h.
Plan Review Contact Person: /yl i Title: Q4qq- ce_ Mqw,-ixy-
e
Phone: 40-7 34g 99gq Fax: 407 ,3y9 95gs Email: Allrnvsony(lc @ 01- +-rke' -
Property Owner Information
N [me bnq 0 M1&4,u)n Dr7C Phone: , /
S ? , Odael. 4-c. C: r Resident of property? : ein
City, State Zip: .$Anfr fx'w. FL 30773
Contractor Information
Name sons Auminum Phone: 1107 .349 997 L/
Street: -;10 Fax:. 1/07 2ij 599 S
City, State Zip: C COOVA . FL 3.;k73a State License No.: 5a13)149('C(A
Architect/Engineer Information
Name: A ldneetc Phone: qr)7 -7,5 d 1147U
Street: 01 Vind
pp ;+
P_ Fax: qv7 7&L4 17 90
City, St, Zip: r a n A . & E-mail: Alum; nurn sc ir, h l
Bonding Company:
Address:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all ork will
be done in compliance with all applicable laws regulating constructio and zoning.
Signature o caner/Agent Date Sign of Contractor/Agent Date
Name
UNDAA FINNICK
MY COMMISSION Ii FF 2DI941
EXPIRES: Apol 11. 2019
Bonded Thru Notary Pubic Unde wbm
Date
Print Contractor/Agent's Name
NOTARY PUBLIC
STATE OF FLORIDA
CaToW 00059449
Expires 12I27=W
Owner/Agent is v Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[-] Roof
Date
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: G• 14 ?o%% 4i' UTILITIES:
ENGINEERING: FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTEWATER:
BUILDING: SF' c.-14 •t 8
COMMENTS: Dt .Fv Sc.rcsry roovN /L P.IU Dow eg.Pri-,* -o Ccwef-lfG
bleb as on elan,
Revised: June 30, 2015 Permit Application
1 v I I11111111111111111111 I111111111 I111 I111
THIS INSTRUMENT PREPARED BY:
Name: • ALL MY SONS ALUMINUM &o e r t 0dS
Address: PO ;3OX 20 '
GENEVA FL 32732
NOTICE OF COMMENCEMENT
Permit Number.
Parcel ID Number. 11-20-30-516-0000-0570
GRANT MALOYr SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
BY. 9142 P3 150 (1P9s)
CLERK'S T 2018060958
RECORDED 05/30/2018 09:06: AN
RECORDING FEES $10.00
RECORDED BY hdevore
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
following information is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
LOT 57 HIDDEN LAKE PH 3 UNIT 6 PB 38 PGS 77 & 78
2. GENERAL DESCRIPTION OF IMPROVEMENT: ' c,''%
Install screen room 1%'x10' on existina concrete slab. A.
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: Donald Mettendorf 162 EDGEWATER CIR. SANFORD
Interest in property: Primary residence
Fee Simple Title Holder (if other than owner listed above) Name: NA
Address:
4. CONTRACTOR: Name: ALL MY SONS ALUMINUM Phone Number: 407-349-9994
Address: PO BOX 20 GENEVA FL 32732
5. SURETY (If applicable, a copy of the payment bond Is attached): Name. NA
Address: Amount of Bond:
6. * LENDER: Name: NA Phone Number:
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section713.13(1)(a)7., Florida Statutes.
Name: Phone Number:
Address:
8. In addition, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
lk6A iq -'r
si of Owner orLou".rs or Lessee's (Print Nome and Provide Signatory's TdeMce) Authorized Ofter/Drector&trier/Manager).
State of I' [Of- 40- County of SME w. . ,, :0j:e
MTheforegoingIns1"/y••enntt was acknowledged] before me this day of 1 • o../ 20 ' n_ _w _ iN _-1 wwA w1Td w .-J _
by
Name Of person making statement
who has produced Identification 0 type of Identification produced:
SEAL
Who Is personally known to me 9 OR
UNDA A FINNICK
W COMMISSION I FF2DI941
EXPIRES: April 11, 2019
Ash• Bonded ThmNotaryPub%Undervrt4ets
ALL MY SONS ALU,'', INUM INC CONTRACT
E
ALL MY SONS ALUMINUM INC PH 407-349-9994POBOX20GENEVA, FL 32732 j:: FX 407-349-9995
ALLMYSONSINC@ATT NET I #SCC131 149669
I
Cynthia Mettendorf '
162 Edgewater Cir I
Sanford 32773
407-415-9553
WORK TO BE PERFORMED:
Install new screen room 16,o o / composite walk on roof + walls + 1 door + kick plate3thickInsulatedcompositealu ;num roof, front edge gutter, side finish cap, 1 Internal fan beamSidescreenwall10' + front scre wall 16', Include bottom perimeter 16' tall kick plateor . x6/8 swing o1screend'and (left or right to be deter I with handles + bugsweepFramecolor __ (whi e or bronze) & gutter color _ (white or bronze) Screen mesh all st ndard size 10, 14 black charcoal premium bra' ifer
Total contract price $3684 ( $43ddCC5 drawing/engineering/permitting + $3249 labor/material)
PAYMENT & PROVISIONS: I!C
S 435.00 check payment Is'I`fffue with return of contract/permit documentseS3249.00 check payment is,! ue upon completion of InstallationAllMySonsAluminumIncrese ' S the right to take legal action if necessary to collect owed moneyIncludingbutnotlimitedtopiagalienontheinvolvedproperty. Although we take every possib; measure to respect the vegetation encroaching a proposed work area, we cannot be liable for damaged vegetation within 36" of this work area.
Structural super gutter Install do s not automatically Include splash guard unless specified (steeperpitchedhouseroofmaycauserhingwatertojumpthegutterinheavyrainfall). FinalBuildingInspectionflagged''drainage issues with grade of your land is the responsibility of homeownerunlessotherwisein ' •uded In contract work/price ie. Property line swell, regrade of yard, redirectofwaterrunoff, etc to 41 rninate adverse water effects to your/neighbor properties. Replacementroofsorguttersarremoved/Installed same day unless otherwise specified. Damaged a•,.i ..,, mounting surface discovered bel Ind the roof/gutter (such as wood fascia board) that requires a halt in constructionforrepairswillIncY'',an additional $150-$250 charge (depending time/amount materials cleanup &reload based on slz9 f job) for additional travel/set-up to leave & return to the jobsite to completetheinstallationofnewoof/gutter after repairs are quote/complete by us or other contractor. ShamesIndeckbetweencontact & Install will be billed accordingly ie deck size, surface, shape, design likeaddingstepups) unless of erwise noted above. Mounting over pavers requires longer special base plateanchors, there will be an ditional charge of $299 for mount over pavers unless already included IntheabovedescriptionMoungoverotherdecksurfacesuchasslate/rubber will be estimated at timebroughttoourattentionu `less otherwise noted above. Scheduling: We expect to have %vorking space free of other contractors unless specifically agreed upon. Anydelaysduetodoublebookscontractorsonsitewithoutourexpressedknowledge & approval will bechargedtothefinalInvoiceIludingbutnotlimitedtorescheduling + additional travel, construction delaysonceworkisbegun, coo Ination consultations, etc.. Pay attention to all assigned construction datesandcommunicatewiththofficeaccordinglytoavoidtheseissues. rWARRANTY:
I All
workmanship warranted for 1 yel I, any
applicable manufacturer warranty apply. aI . THE
U MDERSIqNEDAGREES TO 40OV. I:WORK +
PAYMENT & ANY CHANGES SHALL BE A MUTUAL AGREEMENT. caGi, Cynthia
Me nd 1?I DW i <
U V, 7VN,6— I
SEMINOLE COUNTY MULT/ IURISDICTIONAL
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 5/11 /2018
I hereby name and appoint: Roger Close
an agent of: All My Sons Aluminum
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this
appointment for (check only one option):
All permits and applications submitted by this contractor.
Or
The specific permit and application for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney: 5/1 1 /2019
License Holder Name: James Elkins Jr
State License Number: SCC131149E
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF \%'cL'L'C"4 Q The
foregoing instr, m/`eentwas a 1ck, owledddge dbef re me this day of 20,
by l who is 21-personallyknown to me or who
has produced as identification a
d w o did di ot) ake an oath. ignatur
t otary nt 6f type Notary name Stephanie
Malone Notary Public - State of c>Y I dci NOTARYPUBLICSTATE
OF FLORIDA Commission No. 9
My
Commission Expires: 10 -cam e
Expires 12127/2020
10/16/2017 SCPA Parcel View: 11-20-30-516-0000-0570
PropeEW Record Card
CIA
P Parcel: 11-20-30-516-0000-057011Owner: METTENDORF DONALD J & CYNTHIA
W0t8Oo"~ A
Property Address: 162 EDGEWATER CIR SANFORD, FL 32773
Parcel Information Value Summary
Parcel 11-20-30-516-0000-0570
Owner METTENDORF DONALD J & CYNTHIA
Property Address 162 EDGEWATER CIR SANFORD, FL 32773
Mailing 162 EDGEWATER CIR SANFORD, FL 32773-5655
Subdivision Name HIDDEN LAKE PH 3 UNIT 6
Tax District S1-SANFORD
DOR Use Code 01-SINGLE FAMILY '
Exemptions 00-HOMESTEAD(2002)
2018 Working
Values
2017 Certified
Values
Valuation Method Cost/Market Cost/Market
Number of Buildings
Depreciated Bldg Value
1
98,448
1
92,872
Depreciated EXFT Value 200 200
Land Value (Market) 25,000 25,000
Land Value Ag
Just/Market Value •' 123,648 118,072
Portability Adj
Save Our Homes Adj 46,810 42,814
Amendment 1 Adj 0
PSG Adj 0 0
Assessed Value 76,838 75,258
Tax Amount without SOH: $1,460.42
2017 Tax Bill Amount $645.17
Tax Estimator
Save Our Homes Savings: $815.25
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 57 - --- ----------- -
HIDDEN LAKE PH 3 UNIT 6
PB 38 PGS 77 & 78
Taxes --- ------ -- — -- -- -
Sales
Land
rBuilding Information 1
Permits
Extra Features
http://parceldetaii.scpafl.org/ParceiDetailinfo.aspx?PID=11203051600000570 1/1
OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONCONSTRUCTIONINDUSTRYLICENSINGBOARD
Named 6e ow IS CERTIFIEDUndertlie:provisions of Chapptsr:489.FS.
Expiration date.:,-'AUG 31,2018
ry,-00 1``'`
6ETVEITA - :-..•+P .- - -
sir :, •,, ...,.._. M .: 1-' ter-" " '- ,..
ISSUED: 08/122018 SEAS LISW120001663
SEMINOLE COUNTY BUSINESS TAX RECEIPT
JOEL M. GREENBERG, SEMINOLE COUNTY TAX COLLECTOR
PO BOX 630 I SANFORD, FL 32772 1 407-665-1000
WWW.SEMINOLE000NTY.TAX
VALID THROUGH 09/30/18
ALL MY SONS ALUMINUM INC
490 S COCHRAN RD Account #:132093
GENEVA, FL 32732
REGULATED
JAMES E ELKINS (OFFICER) License # - SW 31149669
Qualifier- ELKINS, JAMES ELLIS JR
I Receipt #: OLHS2017083101926 Amount Paid: $ 45.00 Date Paid: 08/31/2017 11
t
ACQR , CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIVYYY)
3/6/2018
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder In lieu of such endorsements .
PRODUCER
IRA Insurance
CONTACT
NAME Elizabeth Rivera
PHONe (407) 838-3445 FAC No: ({07)333-3{60
498 S Lake Destiny Dr EDA s.erlvera@lrainsurallce.com
INSURERS AFFORDING COVERAGE NAIL •
Orlando FL 32810 INSURERA -Bridgefield Employers Ins Co 10701
INSURED INSURER B:
All My Sons Aluminum, Inc. INSURERC•
200 W Main St INSURERD:
INSURER E•
Geneva FL 32732-7240 1 INSURERF:
COVERAGES CERTIFICATE NUMBER:18/19 REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR TYPE OF INSURANCE AVOL
POLICY NUMBER
POLICY EF PMIDD YYYIEXP LIMITS
COMMERCIAL GENERAL LIABILITY
CLAIMS -MADE OCCUR
EACH OCCURRENCE S
DAMAGE IV RLM tU
PREMISES Ea occurrence t
MED EXP fAny one person S
PERSONAL & ADV INJURY S
GEWL AGGREGATE LIMIT APPLIES PER:
POLICY PRO- D LOC
OTHER:
GENERAL AGGREGATE
PRODUCTS •COMP/OP AGG t
AUTOMOBILE LIABILITY
ANY AUTO
ALL OWNED SCHEDULED
ALTOS AUTOS
NON•OY.NEDHIREDAUTOSAUTOS
CQ SINED SINUEETIMr—
Me eccroent
BODILY INJURY (Per person)
BODILY INJURY (Par accident) II
PROPERTY DAMAZY—
Per acadent S
UMBRELLA LIAB
EXCESS LIAR HCLAIMS-MADE
OCCUR EACH OCCURRENCE 1
AGGREGATE S
DED I I IONII S
A
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY YIN
ANY PROPtIETORIPARTNERff-)ECUTIVE
OFFICERUMEMBER EXCLUDED?
Mandatory InNH)
mIfyes. desbo under
DESCRIPTION OF OPERATIONS below
NIA
0030-{1936 4/6/2013 4/9/2013
OTH- X STATUTE ER
EL EACH ACCIDENT S 100,000tELDISEASE - EA EMPLOYE t 200,000
E L. DISEASE • POLICY LIMIT I 1 500,000
DESCRIPTION OF OPERATIONS f LOCATIONS IVEHICLES (ACORD 101, Addldonal Remarks Schedule, may be attached Itmore space Is required) 407)
688-5152 City
of Sanford 300
N Park Avenue Sanford,
LPL 32771 SHOULD
ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE
WITH THE POLICY PROVISIONS. AUTHORIZED
REPRESENTATIVE ian
Tomlinson/LIZ `/ 01988-
2014 ACORD CORPORATION. All rights reserved ACORD
25 (2014101) The ACORD name and logo are registered marks of ACORD INS025 (
201401)
Ate-. IPVRI!' CERTIFICATE OF LIABILITY INSURANCE DATE (MWDDIYYYY) F01n6/2018
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on
this certificate does not confer rights to the certificate holder In lieu of such endomemen s .
PRODUCER
Ample Insurance Company
P.O. Box 929
Oakland FL 34760
NAME; George Bryant
PHONE 321) 222-1488 Ne : (321) 222-1487
AWE , certs®am leins.com
INSURE 8 AFFORDING COVERAGE NAIC d
INSURER A : FEDERATED NATIONAL INS CO
INSURED
ALL MY SONS ALUMINUM, INC.
490 S Cocharan Rd
Geneva FL 32732
INSURER B :
INSURER C :
INSURER D :
INSURER E :
INSURERF: I
r_nVFRAr,Fs CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR TYPE OF INSURANCE AWL SUBR
POLICY NUMBER
POLICY EFFMMIDDIYYYYI POLICY YY LIMIT'S
A
X COMMERCIAL GENERAL LIABILITY
CLAIMS -MADE OCCUR
GL0000032763-02 01/27/2018 01/27/2019
EACH OCCURRENCE S 500.000
PREMISESEa oomme 100,000
MED EXP oneperson) S 5,000
PERSONAL a ADV INJURY S 500,000
POLICY JECT LocGEN'
L AGGREGATE LIMIT APPLIES PER:
OTHER
GENERAL AGGREGATE S 500,000
PRODUCTS - COMP/OPAGG 500,000
AUTOMOBILE LIABILITY
ANY AUTO
OWNED SCHEDULED
AUTOS ONLY AUTOS
HIRED NON -OWNED
AUTOS ONLY AUTOS ONLY
COMBINED SINGLE LIMITEaacddent
BODILY INJURY (Per person)
BODILY INJURY (Per soddent) S
PROPERTY DAMAGE
Per de S
S
UMBRELLA LUIB
EXCESS LJAB HCLAIMS-MADE
OCCUR EACH OCCURRENCE
AGGREGATE S
DED I I RETENTIONS
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY YIN
ANY PROPRIETORIPARTNERIEXECUTIVE DOFFICERIMEMBEREXCLUDED?
Mandatory In NMI
If yea, desclbeunder
DESCRIPTION OF OPERATIONS below
NIA
PER H-
STATUTE ER
E.L. EACH ACCIDENT S
E L DISEASE - EA EMPLOYE
E L. DISEASE - POLICY LIMIT S
DESCRIPTION OF OPERATIONS ILOCATIONS IVEHICLES (ACORD tet, AddIdoml Remerlu SoMdule, may be atbcMd M more spat* is requlmd)
CERTIFICATE HOLDER CANCFLLATInN
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
City Of Sanford ACCORDANCE WITH THE POLICY PROVISIONS.
300 N. Park Ave. AUTHORIZED REPRESENTATIVE
Sanford, FL 32771 40
01988-2015 ACORD CORPORATION. All rights reserved.
ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD
Iz RECORD COPY
ALUMINUM SCREEN DESIGN -
Aluminum & Construction Engineering
Plan Types:
Screen Room/Sun Room/Fill In
Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed)
Car Port
Patio Cover
Other:
Project - Address: (pa`
City:..SC. r. o) .
F cJ gLwri-4-e,r Cis f
76.00 Rush F
Contractor Name: A j j My
Address: jnL (fix REVIEWED FOR CODE COMPUANCE
city: &enewc PLANS EXAMINER
Zip Code: 3D-7 ;-L_-_) `'kg'`1-
DATE
Phone/Fax: / 4q0-7 -_3"Lrci rff- jS
Email: p#T :Sc-ZS11fl C 1+i
Choose`One: Mai Pic Up E-File Fed Ex o of Copies
For FedEx o to v< inumscreendesign.com and provide FedEx account #)
Payment: Che k Credit Card*
For Credit o on go to www.aluminumscreendesign.com to pay by credit card)
Engineering prepared
Q
c n DSANFORD BUILDING DIVISION
J7
MIT ISSUED SHALL BE CONSTRUED TO BE A
E TO PROCEED WITH THE WORK AND NOT AS
ORITY TO VIOLATE, CANCEL, ALTER OR SET
EEASDNORANY OF THE PROVISIONS OF THE TECHNICAL
SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
Engineer: Michael Thompson, MSc, P.E. (P.E. # 47509)
4401 Vineland Road- Suite A6 Orlando, FL 32811
Oifice:407-734-1470 Cell: 407-721-2292
Project Manager Paul Thomas 386479-9504 Fax: BM923-8181
Email: aluminumscreendesiran0yahoo.com
Website: www.aluminumscreendesign.com cA#30930
NNNEASDAIUminurnALUMINUM SCREEN DESIGN
L Construction Engineering
Ultt'm,,NVc1Spe rD - edi( 130 Eed • Category C Risk Categ'o'iry " ID .. _.- 7.wy ,! r• ram.+__ si.tr aa .•raid: ..v.:r! ten- .k•.
a.. .try ---e r- . v
S;c een--R, oo,rnw/Sun Roorn/Fill In
XJ insulated. Pan Roof
Gutter k0ascia Block Wall Conventional Wall 4th Wall
Uprights 3 X_ Top Plate a X 3> Kick Plate "
Pool S reen/Ca"e
Dome Gable Mansard Shed/Slope
Gutter Fascia Block Wall Conventional Wall
Beams X Uprights X Purlin - X Kick Plate
Car Port•
Insulated Pan Roof
Gutter Fascia Block Wall Conventional Wall 41 Wall
Beams X Post X
Patio,Cov er--:
Insulated Pan Roof
Gutter Fascia Block Wall Conventional Wall 4"' Wall
Beams X Post X
Existi
Pavers
Other:
New: 4"Slab Pier
6" Thickened Edge
Ribbon Footer X
Note: In the event that there is a conflict with the design plans and general notes and design standard, the contractor
shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or
construction between the plans and the general notes and design standard.
Engineer: Michael Thompson, MSc, P.E. (PE#47609)
4401 Vineland Road Suite A6, Orlando, FL 32811
CA#30930)-Ph 407-734-1470/Fax 407-734-1790 .
ALUMINUM SCREEN DESIGN
EN A DSAluminum 6 Construcllon Engineering General
Notes & Design Standards Screen
Patio Room Enclosure) The
following are general design standards. More stringent design standards may be noted on the plans. In the event of
a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more stringent
dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. Desien
Codes: Florida
Building Code 2017 (6'' Edition) Aluminum
Design Manual 2015 ASCE
7-10 Desien
Loads: Pursuant
to FBC Chapters 16 & 20 Ultimate
Wind: -130 MPH (FBC Table 2002.4) (35 psfi Risk
Category: -See attach site specific plan sheet (FBC Table 1604.5) Exposure
Category: -See attach site specific plan sheet (FBC 1609.4.3) Additional
Load requirements: Structural
members supporting screened enclosures are designed for wind in both of two orthogonal directions using the
pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward
along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind pressures,
purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any member,
not occurring simultaneously with wind load. Design
Basis: Allowable
Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General
Requirements: Reproductions
of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information
shown as correct and obligates himself to any expense, real or implied, arising from their use. A
change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor
and must be submitted to the engineer for approval. The
general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all
existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural
engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared
by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review
and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear
no responsibility or liability for the construction of premises and accuracy of thedrawings. Foundation
and Earthwork: Applicable
only when unsuitable soils are encountered. When
unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer. Soil
bearing capacity — 2,000 psf Minimum Provide
neat excavation for footing and place concrete immediately after excavation and inspection. Pump
water from footing excavation if greater than one inch. Compact
all fill to 95% ASTM D698 density. Unit
soil weight = 105 pcf Internal
angle of friction = 30 degrees Coeff.
Of friction between footing and soil = 0.5 Michael
Thompson, P.E. #47509/CA#30930 4401
Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.
aluminumscreendesign.com
A DALUMINUM SCREEN DESIGNSAluminum & Conslrutlion Engineering
Structural Aluminum:
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum 1- `
design.
All aluminum shall be 6005-T5 (E_ 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046".
Splicing prohibited without prior approval as to location and type.
Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced.
Aluminum Protection:
Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or
other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as
heavy -bodied bituminous paint or water -white methacrylate lacquer.
Screws:
Aluminum self -tapping screws shall conform to ASME B 18.6.4 specification.
Self —tapping screws shall meet the requirements of ADM J.5
Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches.
For roofing and siding connection, use minimum # 12 screws for end and side laps spaced at 12" max for side lap
and end lap fasteners shall be no more than 2" from the end of overlapping sheets.
For bottom plate and column base, secure with '/4" tapcons a minimum embedment of 1 1/8" and 2 '/." respectively
into concrete footer.
Bolts:
Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium
plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall
be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter.
Bolts shall meet the requirements of ADM J.3
Chair Rails, Purlins & Wind Brace:
Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's
specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent
dimensions and member sizes prior to ordering materials; fabrication and/or construction.
Wind Speed =130 MPH
2 x 2 Chair Rail = 6'-0" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 9'-0"
2 x 3 Chait Rail = 8'-0" 2 x 3 Purlins = 8%0" 2 x 3 Wind Brace = 8%0" 2 x 4 Wind Brace = 9'-0"
Concrete
Conform to ACI 318, latest edition and ACI 301
Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi
Exposed chamfer edges shall be %"
Reinforcine Steel:
Conform to ACI 318 and 315, Latest edition
All reinforcement steel shall be ASTM A615 Grade 60.
Smooth dowels & ties shall be ASTM A185
Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet).
Deformed bar anchors shall be ASTM A496, Grade 70
Cover: Footing 3"
Washer:
Washers shall be used under bolt heads and under nuts.
Michael Thompson, P.E. #47509/CA#30930
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminumscreendesign.com
ALUMINUM SCREEN DESIGNSDAluminumdConstructionEngineeringHole
Alignment: `^ Poor
matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal All chips and
foreign matter between contacting surfaces shall be removed before assembly. Beams &
Uprights: In
the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more stringent
dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior
to ordering materials, fabrication and/or construction. 130
MPH PRIMARY
BEAMS & COLUMNS -SCREEN & PATIO ROOM ENCLOSURES ROOF PANELS Beam -
Size Max
Beam Span &
Max Column
Spacing
Column -Size Max Column -Height Pan Roof Span Insulated
Roof Span
2
X 3 6'-0" 2 X 3 8'-0" 3"
Spans 13'- 6"
3" Spans 15'-0" 6"
Spans 20'-0" 2X48'-6" 2 X 4 8'-0" 2
x 5 101-0" 2 x 5 9'-0" 2
X 6 12'-0" 2 X 6 10'-0" Knee
Bracing: Contractor
shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length
requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more than
6" above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of IS' max; 2 x 3 for 30' max;
2 x 4 for beam span greater than 30'. Purlin•
Contractor
is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not
exceed 7'-2". Intermediate/
Header Beam: Contractor
is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at 10
feet (max) when insulated roof span exceeds 15 feet. Patio
Cover: Contractor
is required to install insulated roof covering pursuant to the Florida product approval specification. Overhang
shall be a maximum of 1'-0" along the side, 3'-0" along the front and 1/2" along the front interface between
the super gutter and the attached pool cage knee riser wall. Maximum deflection shall be limited to L/80. Edge
Distance: Contractor
is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. Vinyl,
tempered glass, and acrylic panels: Vinyl,
tempered glass, and acrylic panels shall be removable. Removable panels shall be identified as removable by a
decal. The identification decal shall essentially state "Removable panel SHALL be removed when wind speeds exceed
75 mph (34 m/s)." visible when the panel is installed. Michael
Thompson, P.E. #47509/CA#30930 4401
Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.
aluminumscreendesign.com
Av_ ! , ( 1 ! i
j•
I ! I £ i + t I , ! I I '
3Ya1 { I' I j I I' 1 I I IIn
t I ,9j1
I oo .WA(Z.' .Gift:._-• _._'----'-- -- •-' - - _ '
11__-MM.-J_
l-
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1-_
l /-,_..._ _M'..- (-.. ___.. •.... I ! ,,gg.Y_I.:..11... SC1 15 A1r'I.N. ;l r .. ' I : ! I DXa
cu.{° GENCvA • - I : - • '- - '-- - -:-• -- ' - ' . i . i i I IG.," KI LAiC
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1 ! i- i __ i . . ' _. ! ' i .; I _I ! ! I i
i I _ j_ _ J 1 ....i- •, - - - ' ' I
1 ! - - ! - I In the event of a conflict m!memoer'sices snows on
the plans and the.general notes; the'contradar mullutilizethemorestringentmembersizerequire i -
ALUMINUM SCREEN DESIGN EXTRUDED FASCIA IS ATTACHED TO 3" C CHANNEL IS ATTACHED THRU FASCIA 04TO RAFTER TARS WITH #10 2" 6" FROM
3" INSULATED ROOF WITH 910 1" 6" ENDS 24" O.C. & TO 3- INSULATED ROOF WITH (6) #10 1" PER SIDE
FROM ENDS 24" O.C.
EXTRUDED GUTTER IS ATTACHED
3" INSULATED ROOF WITH #10 1" 6"
FROM ENDS 24" O.C.
ROOF IS ATTACHED TO FRONT WALL
WITH (4) #10 4" PER PANEL
2X2 POST .046 OR GREATER
2 HINGE
2X2 FRONT WALL TOP PLATE
HINGE LOCATIONS
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24"
KICK PLATE IS ATTACHED TO STRUCTURE
WITH #10 1" 6" FROM ENDS 18" O.C.
ALUMINUMSCREENDESIGN.COM
ALUMINUMSCREENDESIGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) #10 3",
CAPRI CLIPPED WITH (4) #10 1" PER CLIP
BLIND CLIPPED WITH (4) 910 1 " PER CLIP
1 X2 IS ATTACHED TO FRONT WALL
WITH #10 2" 6" FROM ENDS 24" O.C.
CHAIR RAIL IS ATTACHED TO UPRIGHTS
WITH EITHER:
BLIND SCREWED WITH (3) #10 3" OR,
CAPRI CLIPPED WITH (4) # 10 1 " PER CLIP OR
BLIND CLIPPED WITH (4) #10 1" PER CLIP
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) #10 2" OR,
CAPRI CLIPPED WITH (4) #10 1" PER CLIP &
BLIND CLIPPED WITH (4) 910 1" PERCLIP
DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER. ALLOY IS 6005-T5
ALL TAPCONS SHALT. PROVIDE MINIMUM OF 11/8" CONCRETE EMBEDMENT DEPTH
INSULATED ROOF IS ATTACHED TO
IUNUNUM STRUCTURE WITH # 10 4"
X2 SIDE WALL TOP PLATE
I X2 IS ATTACHED TO BLOCK STRUCTURE
WITH 2-1/4" X 1/4" TAPCONS 6" FROM
ENDS 24" O.C.
3X2 SIDE WALL UPRIGHTS
2" X 2" X 1/8" ANGLE IS ATTACHED TO
UPRIGHT W/ (2) #10 1" & INTO CONCRETE
2X2 CHAIR RAIL
IX2 IS ATTACHED TO CONCRETE
WITH 2-1/4" X 1/4" TAPCONS
5" X 1/4" IF THRU PAVERS)
6" FROM ENDS 24" O.C.
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION)
FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 130 MPH
FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT. FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1.
CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE. FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS
MICHAEL THOMPS
4401 VINELAND RO
SUITE A6
10, FL 32811
P.E. # 47509
La CA#30930
1
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit #
Project Location Address
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging
Sliding
Sectional
Roll U
Automatic
Other
2. Windows
Single Hun
Horizontal Slider
Casement
Double Hun
Fixed
Awnin
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
ShinalesRoofing
tiles Roofing
Insulation
Waterproofing
Built
up roofing - System
Modified
Bitumen Single
Ply Roof Systems
Roofing
slate Cements/
Adhesives /
Coating
Liquid
Applied Roofing
Systems Roof
Tile adhesive
Spray
Applied Polyurethane
Roofing
E.
P.S. Roof Panels
Roof
Vents Other
u inumr lurr; a I. June
2014
Catbgory / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
En ineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature //,/5;
Applicant's Name
Please Print)
June 2014
3/19/2018 Florida Building Code Online
r
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Unks I Search I
lida
r ®Product Approval
I. USER: Public User
Product ARoroval Menu > Application Detail
OFFICE OF THE FL # FL7561-R4
SECRETARY _
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived i
Product Manufacturer Elite Aluminum Corporation
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
954)949-3200
dk@dokimengineering.net
Authorized Signature Do Kim
dk@dokimengineering.net
Technical Representative Bruce Peacock
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
954) 949-3200
bpeacock@elitealuminum.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Products Introduced as a Result of New Technology
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
j Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Do Kim, P.E.
the Evaluation Report
Florida License PE-49497
Quality Assurance Entity QAI Laboratories
Quality Assurance Contract Expiration Date 12/30/2022
Validated By CBUCK Engineering
6 Validation Checklist - Hardcopy Received
Certificate of Independence FL7561 R4 COI Cert of Indenendence.pd
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vca/o2bRBYM6sOHgAjmo%3d 1/2
3/19/2018 Florida Building Code Online
Product Approval Method Method 2 Option B
Date Submitted 08/15/2017
Date Validated 08/16/2017
Date Pending FBC Approval 08/20/2017
Date Approved 10/10/2017
Summary of Products
FL # Model, Number or Name Description
7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1lb EPS Composite Panel, 3"/4"/6"x0.032x1lb
Panels EPS Composite Panel, 3"/4"/6"x0.024"x2lb EPS Composite
Panel, 3"/4"/6"x0.030"x2lb EPS Composite Panel,
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL7561 R4 II 2017 FBC-Elite Aluminum Corp Install
Approved for use outside HVHZ: Yes Instruct.R.d1
Impact Resistant: No Verified By: Do Kim, P.E. PE 49497
Design Pressure: +80/-80 Created by Independent Third Parry: Yes
Other: In HVHZ, not to be used in structures considered Evaluation Reports
living areas per FBC Section 1616 unless impact protection is FL7561 R4 AE FL 7561 Evaluation Reeort-2017 FBC.p&
Created by Independent Third Party: Yesprovided. See installation drawing for nominal allowable design
pressures and spans.
Bsck Next
Contact Us : • 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487.1824
The State of Florida Is an AA/EEO employer. Qqylight 2007-2013 State of Florida.:: Prlvacv Statement :: Accessiblllty Statement : • Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. 'Pursuant to Section
455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it they have
one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine of you are a licensee under Chapter 4SS, F.S.,
please click tag.
Product Approval Accepts:
FINE IM-E-401,®
Credit Card
Safe
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc°/a2bRBYM6sOHgAjmoa/o3d 2/2
ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (PS0.
3' x 0.024 x 1 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)l
MAX. ALLOWABLE SPAN (FT)
L/80 L/120 L/180 L/240
10 1617 1176
13.47
13A3 14.10
20 1311 1 22 1035
30 10.70 10.78 941 660
40 922 922
30 617 W7 3.79
60 740 0.99
70 6a1 31
1
4' x 0.024 x 1 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSr)l
MAX. ALLOWABLE SPAN (FT)
L/80 L/180 L/240
10 two 17.17 1633
20 ISA1 11F.977,
1101 13.95
30 12.50 12.50 1139
10 10.97 Ia97 660
0 9.92 9.92 941 62Z
60 913 913 731 16.
0 SSB IA7
a aim 642 3b.
6' x 0.024 x 1 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS),
NET I MAX. ALLOWABLE SPAN (FT)
3' x 0.032 x 1 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80 I L/120 I L/180 L/240
10 17.50 17.50 1691 1596
20 16,64 IS96 14 1
30 1117 1406 1121 636
40 1369 12.16 036 436
50 teze t026 sal a 6
60 10.
70 927 6.46
BO 730 436
4' x 0.032 x 1 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF>1
MAX. ALLOWABLE SPAN (FT)
L/BO L/120 L/180 L/240
10 20.30 1120.30 20.11 1924
20 1961 I 192. 1749 13.74
30 ISO 1.4 1447 I221
40 167E 1174 1221 8.74
30 Is" I3,99 96Z 523
60 1384 1224 740 1.73
0 12-40 10.49 1
so 10.95 a71 1.73
6' x 0.032 x 1 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80 L/120 L/180 L/240
10 2140 24,00 ZIAO 23.2
zo 331 E321 alaz 20z2
30 ealo 2163 1942 17A2
10 2046 2043 1742 1382
50 196E 16..7 1462 1062
60 1039 I 1 Z A2
70 17.14 1130 982 1Ze
00 1191 1172 7.42 142
3' x 0.024 x 2 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80 L/120 L/180 L/240
10 1933 Is" Ia31 17.66
I611 0" 1636 Is"
30 1680 1636 1441 12.16
10 1 19 1346 IE.16 986
so 1419 13.76 ION 726
60 1287 1? 46 037 4zr
70 11.37 11.16 6" 2A7
In 1026 986 4.67
4' x 0.024 x 2 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET I MAX. ALLOWABLE SPAN (FT) ALLOWABLE
LOAD (PSF)1 I L/80 I L/120 I L/I80 L/240
6' x 0.024 x 2 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80 L/120 L/180 L/240
10 Z393 2193 2349 2360
20 Z3m E2.46
30 2247 22.47 2ZIII
ZL75 2175 2133Wevoe21A22019
60 2029 EU 19 1 NL3107019.37 1937 1879N1937
GENERAL NOTES
1. Composite panels shall be constructed using type 3003-H154aluminum facings. I or2 PCF ASTM C-573 carpenter brad EPS
adhere toaluminum facings with Ashland Chemical 20200 ISO grip. Fabrication to be by Elite pond products only in
accordance with approved fabrication methods.
2. Elite roofpanels maintain a UL 1715 (int) clan V(ern) rating and ale NER-501 approved
3. This specifialion has been designed and shall be fabricated in accordance with the requirements ofthe Florida Building Cade
66 Edition (FOC). composite panels comply with Chapter 7 Section 720, Chapter 8 Section $03, Class A interior finish. and
Chapter 26 Section 2603. All local building code amendments shell beadhered to as required.
4. The designer shell determine by accepted engineering ptictive the allowable loads for site spanfic load conditions (including
bad combinations) using the data from the allowable loads tables and spins in thisapproval.
5. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ. In HVHZ, this product shell be used
in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVHZ
requirements we met.
6 Safety factor of 2.0 has been used to develop allowable loads and spans from testing in aaordence to ale Guidelines for
Aluminum StructuresPart I old conforms to the FBC Chapter 16end 20.
7. Testinghas beenconducted in accordance toASTM E72-05: Strength Test ofPanels for Building Construction.
8. Reference testreporo: HETI.05.1988. HETI-06r2104. HEn-062066. HETI-06.2105. HETI. 6.2067. HETI-05.1002, HETI-
06.2107, HETI-05-1987, HETI-06-2069, HEfI-06r2070. HETI.W2071, HETI-05-1994, HETI-05.1991, HEn.06.2072,
HE n-06-2073, HETI46.2074, HE1I-05-1996, HErl-05A989. HETI-05-1993, HETI-05-1985, HETI-05-1995, HETI-05.
1990. HETI.05.1997. HETI-05-2037, HETI-05.2029, HET145.2039, HETI-05-2030, HETI-05-2041, HETI-05.2048, HETI-
05-2036. HETI-05-2031. HETI-05.2038. HETI-05.2065. HETI-05-2040, HETI-05.2042.
9. Linear interpolation shall be allowed for figures within the tables shown.
10. Panels with fan beams shall be considered equivalent tosimilar panels without fan beams. Design professionals may include
3' x 0.030 x 2 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80 L/120 L/180 L/240
t0 nil Z023 19.12 I"I
20 19A2 7181 1738 163s
30 17.93 17.38 15.73 1329
10 16s3 1. 13s9 11.13
50 I5,74 1542 IEAS 6.97
60 1464 1389 1021 W
70 a-1266 ILA 106
out IP-46 11.43 W 160
4' x 0.030 x 2 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80 L/120 L/180 L/240
10 21.17 Z1.17 2.47 2.37
20 2314 2364 E141 Z3It
30 2. 7 2 7 21.90 IAI
40 ZL51 NN 2039 1991
30 ZM45 20,45 lass 16AO
60 19.39 1939 1737 H.70
0 1033 18.7 1 12.59
80 I7z6 1726 1435 1a49
6' x 0.030 x 2 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80 L/180 L/240
t0 Z.00 24 D0 2181
20 23.63 E33/ 22.I1
30 22.91 2239 2183
0 izza E1:112.
0
2185 ZO83
50 2133 2110 1946
New 1987
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SIAPutTING STRUCTURE DETAIL aY
THIS OR ANY OTHER ENGINCEa
EPS ROOF PANEU SPAN DESCRIPTION
00 KIM I6ASSOCIATES. LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box loon
TYroA. FL 33670
TO (013)4974M
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Drawing No. -
FL-1001 SHEET IOFI
DO Kim & ASSOCIATES, LLC
CONSULTING STRUCTURAL ENGINEERS
Florida Board of Engineers Certificate of Authorization No. 26887
Product Evaluation Report
Date: August 10, 2017
Report No.: FL# 7561-R4
Product Category: Roofing
Product sub -category: Products Introduced as a Result ofNew Technology
Product Name: EPS Foam Core w/ Aluminum Skin Composite Panels
Manufacturer: Elite Aluminum Corporation
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
Phone: 800-421-0682
Scope:
This product evaluation report issued by Do Kim and Associates, LLC and Do Kim, P.E. for Elite
Aluminum Corporation is based on Florida Department ofBusiness and Professional Regulation Rule
61 G20-3.005 (2) Method 2 (b) of the State of Florida Product Approval. Re-evaluation of this product
shall be required following pertinent Florida Building Code modifications or updates.
Do Kim and Associates, LLC and Do Kim, P.E. do not have nor will acquire financial interest in the
company manufacturing or distributing the product or in any other entity involved in the approval process
of the product named herein.
This product has been evaluated for use in locations adhering to the Florida Building Code, 6's Edition
FBC) and where pressure and deflection requirements, as determined by Chapter 16 of the Florida
Building Code, do not exceed the design pressures as shown on the approval.
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Kim, P.E. FL #
49497 P.
O. Box 10039 813.857-9955 Tampa,
FL 33679 dk@dokimengineering.net Sheet
1 of 3
DO Kim & ASSOCIATES-p LLC
CONSULTING STRUCTURAL ENGINEERS
Supporting Documents
I. Code Compliance
a. The product assembly described herein has demonstrated compliance with the Florida
Building Code 6'h Edition (FBC), Section 1709.2.
2. Drawings:
a. Drawing No. FL-1001 titled "EPS Foam Core Composite Panels", Sheets 1 and 2
prepared by Do Kim and Associates, LLC., signed and sealed by Do Kim, P.E.
3. Testing
a. Testing per ASTM E72-05 as performed by Hurricane Engineering & Testing, Inc.
HETI), and reported in test report numbers HETI-05-1988, HETI-06-2104, HETT-06-
2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HETI-06-2107, HETI-05-1987,
HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991, HETI-
06-2072, HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993,
HETI-05-1985, HETI-05-1995, HETI-05-1990, HETI-05-1997, HETI-05-2037, HETI-
05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETT-05-2048, HETI-05-2036,
HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETT-05-2042.
4. Calculations
a. Panel performance engineering analysis for tested loading conditions have been prepared
based on comparative and/or rational analysis, prepared, and submitted by Do Kim, P.E.
5. Other
a. Quality Assurance Agreement verified with Quality Auditing -Institute, LTD. (QA1
Laboratories, LTD.) (FBC Organization ##QUA7628).
P.O. Box 10039 813.857-9955
Tampa, FL 33679 dk@dokimengineering.net
Sheet 2 of 3
DO Kim & A99013IATE8v LLC
CONSULTING STRUCTURAL ENGINEERS
Limitations and Condition of Use
1. Code Compliance
a. The product assembly described herein has demonstrated compliance with the Florida
Building Code 6'" Edition (FBC), Section 1709.2.
2. Large and small missile impact resistance has NOT been tested to or evaluated for in this
approval. In HVHZ, this product shall be used in structures "not to be considered living areas"
per Section 1616 unless impact resistance in accordance to the HVHZ requirements are met.
3. Each product listed above shall be installed in strict compliance with its respective Product
Evaluation Document and site -specific engineering along with all components noted herein.
4. Use of each product shall be in strict accordance with its Product Approval Evaluation and
Limitations of Use.
5. Composite panels shall be constructed using type 3003-H 154 aluminum facings, 1 or 2 PCF
ASTM C-578 Dyplast Products LLC brand EPS foam insulation (NOA No. 16-1129.05) adhere
to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel
products only in accordance with approved fabrication methods.
6. Elite roof panels maintain a UL 1715 (int) class `B' (ext) rating and are NER-501 approved.
7. This specification has been designed and shall be fabricated in accordance with the requirements
of the FBC, composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class
A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be
adhered to as required.
8. The 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.
9. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ (L/80
for spans < 12'-0" and L/180 for spans > 12%0").
10. All supporting host structures shall be designed to resist all superimposed loads.
11. All components which are permanently installed shall be protected against corrosion,
contamination, and other such damage.
12. Size and Span Limitations:
a. Composite panels shall be limited to those specific panels listed in the DWG. FL-1001.
b. Panel spans shall not exceed those listed in the tables of DWG. FL-1001.
P.O. Box 10039 813.857-9955
Tampa, FL 33679 dk@dokimengineering.net
Sheet 3 of 3
LEGAL DESK IP ION: LOT 57, HIDDEN LAKE PHASE III -UNIT VI, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT BOOK 38 PAGE(S) 77 - 78 OF THE PUBLIC RECORDS OF
SEMINOLE COUNTY, FLORIDA.
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LEGEND:
CChCRETE
SET 1/2- RCBAR h CAP PSM 5567
fOUND PROPERTY CORNER
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0u—wv— OVEAmEAD Ulluty LLRCS
CERTIFIED T0: UNIVERSAL LARO TITLE. INC.
SIRST AMERICAN TITLE RISVRANCE COMPANY
hOtOBANC WORTGAIX CORPORATION
DONALD JOSEPH MEiTEN00RF
CYNTMIA LUCUX METTTENOORF
E:.Rr.CS SHOurt-i7-REON ARE BASED ON
OF EOCEWATER CIRCLE
9L NC N26.39'51'E PER KAT I.
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P . PLAT 4\,N . RICL r CF 'AAfPRVPERMANENTREFEREr.CE Vi;hdvEr,T -R - 1ROv aCCoC - PLAW. Or CURVAT,IRE iP - IRO,. PIPE03 - POVr 0i• 9EGINtANG C.V. CCNCPETCPTPCIVIOFTANGENTrfELEvFIr.;:•iE0 r,C7a • E'."c" L. E U0V EASEMENT OUE. - EIRAINACC A U-.r7Tv EASEVEW
NOTES:
1 '1,IS SURi•E1 IS BASED ON WE L".GAL
DESCa:P%I-'-)r, AS PPO'ODtO BY y: _LI-Mt
2. ]HIS S:JRVEYOR t--AS ROT ABSTRACTED
LAUD SNOwtI I•ERECN FQR EASEVEhTS. r-w-t5
OF IvAY OR RESTRICTIONS OF RECORD w-ICm
MAY AFiECT T:i_ TITLE OR LSE Gr
3. CO NOT RECOVSTRuCT PROBER— _ DES I
BVIL DISIC TIES
4. NO -GOING OR OVtRHA„ CS 'iA:E ?--Zl,
LOCATED EXCEPT AS SI-Crn.
5, ti0 IMPRO'TVr_NTS C4 IJTIL TIES -14vE 0:-,
LCCATED EXCEPT AS SHOWN.
o TFc15 SURsrEY IS T,OT VALID Yr11-,LIT
SIGNATURE ANO THE ORIC.NAL RAISED SEAL or A
JYrA
Jca r;o 'CA21S: GELD DATE: 0:/12/01 BRADLEY COX & ASSOCIATES
i5. R0nS:D: LAND SURVEYWC
C,iECx
9Y.
108 WESTWINO COURT
C.+EC1cED BY. e"C SANFORO. FLORIDA 32773
407) 323-9202
I HEREBY CCRTtrr ToAT WE NAVE PERFORMED A r,CLO
SJRIrtr Or THE-IEREa14 OESCgIBEC nACPCZT. THIS
3RAWING IS A REPWSENrATiGN OF 'HAT 56R,'E" 6.%0I
VEETS THC A•J:IYU4-CHNICA. STLN:;A2)S SET
BY TyE LORIDA BOARD Of PaCrissa- . ,At:G S_4%TrO+'S
AV YAPPERS h C APIER 'SIC: 7-6 F•OS•OA A'V_,:STIA'. ECOCr- P;RS:,AN: TO SEC';CN 472.C27. rLCi )A- S',ATLiS
RADLEY G. ZOX, FYSW. p 5567 ,GATE
REQUIRED INSPECTION SEQUENCE
RPit & , 7,C
BMI-MM 1PERMT
bun 1 1[aA IIns ection Descrij2don
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab /! Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing— Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window-
900 Final Screen.Room
Final Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Family Residence
Final Building Other
Address:
1 LEcrmc Q.1P9EQt1 TGT
mnn Max IIns ection Descriptiontionn
Electric. Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
ERMCAL lPa ME-T
Nun Mair IInns ecdonn Description
Mechanical Rough
Mechanical Final
min I 1[aA rims ectnon. Descri tion
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014