HomeMy WebLinkAbout105 Pamala Ct 17-429; PATIO COVERYk
CITY OF SANFORD
BUILDING & FIRE PREVENTION
FEB 14 2017
k6
PERMIT APPLICATION
b:_ Application No: ' 9
Documented Construction
o
Value: $9•
Job Address: a G' 'Historic District: Yes No
Residential VCommercial
Type of Work: New RrAddition AlterationEl Repair Demo Change of Use Move
Description of Work: i2ec -t q /mak//' /--a
Plan Review Contact Person: Exo4zTitle: 6-k "02 -ME,
Phone: 01'4L9-Gk 60 0 Fax:W-.2 /2.21
Parcel ID: IK) -1`1- w ) /oL.- LAX )( )—
Property Owner Information
Name /G ilJ.ylooC Phone:
Street: Resident of property?: i e— ew//f
City, State Zip: SC L0F l
j
Contractor Information
Name(4.1 op Phone: Phone: y49''gG1'0000
Street: S` Gw N %wG •y- Fax: JW! '- &6,2 -,/ 2 A f
City, State Zip: '4 y State License No.: SCG I _f// (49s_?n
Architect/Engineer Information
Nffi, ame:
Street: qqbl
City, St, Zip: bc- a EL
Bonding Company:
Address:
Phone: Ci (Y) —
p )
34" 1 `1 C
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. i understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, J
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: 5t" Edition (2014) Florida Building Code \
7
Revised: June 30, 2015 Permit Application
NOTICE: In addition Wthe 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 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 cel
be done in compliance wi all
Signature of
that all of the foregoing information is accurate and that all work will
livable laws regulating construction and zoning.
S—ignature of Notary -State of Florida Date
of Florida
Allen nNotaryResi
Fa R
My Co963351
Expire
Owne t
Produced ID Type of ID
to * or
U Ire,use
eq)3 17)
Sfgri-af—ure of Contractor/Agent Dat
Print C ntractor/Agent' Name
ST'
3 17
gnature of Notary -State of Florida ate
0-'"Y`'L SAMANTHA ERNST
MY COMMISSION #FF119964
d!. EXPIRES May 6, 2018
407) 398-0153 Florida 2 taryService.comConracorAgentisPersonally =own to Me or
Produced ID Type of .ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Buildings Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: UTILITIES:
ENGINEERING: FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: —.,F Z,-1- t-?
COMMENTS: Ok J3 o&hal1 (5,XW G(Jmbhum iYlcUtct.J 1roo-4
Revised: June 30, 2015 Permit Application
SCPA Parcel View: 33-19-30-512-0000-0260
IAA\
i...
SF.'eo+gtYi 90Lkm.. Ks.Crr aa+e
Parcel Information
Page 1 of 2
Property Record Card
Parcel: 33-19-30-512-0000-0260
Owner: WILLCOX E DIANE
Property Address: 105 PAMALA CT SANFORD, FL 32771
Parcel ' 33-19-30-512-0000-0260
i Owner, WILLCOX E DIANE
Property Address 105 PAMALA CT SANFORD, FL 32771
Mailing 1418 N ORANGE AVE SANFORD, FL 32771- !
r .-_ —_
n_._ _ _.
i Subdivision Name 1 PAMALA OAKS
Tax District : S1 SANFORD
F . DOR Use Code 01 SINGLE FAMILY
Exemptions 1
Legal Description
2017 Working
LOT 26
PAMALA OAKS
desValI
PB 47 PG 46
Cost/Market -
Taxes
Number of Buildings
j Taxing Authority
j Depreciated Bldg Value 99,702
County General Fund
Depreciated EXFT Value
Schools
0022
I City Sanford
23,500
SJWM(Saint Johns Water Management)
j Land Value Ag
County Bonds
Sales
123,202
Description Dat
WARRANTY DEED 10/1
1 QUITCLAIM DEED 1!1!
WARRANTY DEED 6!1!
i WARRANTY DEED 10/1
WARRANTY
DEEDT
811!
SPECIAL WARRANTY DEED 811!
i WARRANTY DEED 6/1/
Find Comparable Sales I
2016 Tax Bill Amount $2,390.00
Land
Frontage De
Does NOT INCLUDE Non Ad Valorem Assessments I
000
Building Information
Value Summary
2008
2006
2001
1996
1996
2017 Working 2016 Certified j
Values des ValI
i Valuation Method Cost/Market - Cost/Market
Number of Buildings 1
j Depreciated Bldg Value 99,702 95,707 t
Depreciated EXFT Value
06311 0022
1 Land Value (Market) 23,500 23,500
j Land Value Ag
147,100 '+ Yes
Just/Market Value ` 123,202 119,207 '
Portability Adj
03119
E
Save Our Homes Adj 0 0 I
I Amendment 1 Adj ... 0 _.. . o
PB G Adj SO 0 ,
Assessed Value 123,202 119,207
Tax Amount without SOH: $2,390.00
2016 Tax Bill Amount $2,390.00
Tax Estimator
Save Our Homes Savings: $0.00 f
i
Does NOT INCLUDE Non Ad Valorem Assessments I
2008
2006
2001
1996
1996
3 Amount
M
QualifiedBook
f
Page
12015 08846 1773 80,000 ' Yes
06957 0097 100, No
06311 0022 69,900 t No
2004 05488 1355 147,100 '+ Yes
04189 1072 88,800 Yes
03119 0571 76,4W: Yes
03103 0206 36,0 ; No
p h. i Units Units Price
Vacnmp
Improved
Improved
Improved
Improved
Improved
Land Value f
23,50000 $23,500 1
http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=33193051200000260 1/25/2017
DuLando Screen & Awning, Inc. >
835 Sunshine Lane
Altamonte Springs, Florida 32714
Phone: (407) 862-6060 Fax: (407) 862-1221
DulandoScreen@gmail.com
Date
P/!'1414CG 01/y ' iaiiGES Legal Description:
Y IRAM
I
r _ f
u v
B,RIEFDESCRIPTION...r
MENmoiMIME
Rol
pool
MEMEMEM MEN NONNI
MEMEREM N V Cl !NMI
r®®Rol
mommo mmomm
MINI
OMNI
SIMMEMNEEM 041o • • I [?A
MENNEN No mmommi
MENNEN t®I
No MENEM moommool
PAVERS
WINDOVa I
OVERHANG
0 !3/c3a w MAI
BEAMZ n
DESCRIPTION d_ , _r _
C/g—.
Total 22L?5
Less Down Payment — O
Balance Due Upon Completion XqC
Balance Payable Upon Completion Unless Otherwise Specified
NOTICE TO BUYER: (a) Do not sign this before you read both side t contains any blank spaces. (b) You are entitled to an exact copy of which was delivered to and receipt
is hereby acknowledged by buyer.
By signing, owner acknowled ad' the provis n pri d on rever a side of this job order.
Accepted this / day of 201_
Own
Dulando Scr
Owner
Submitted By
Street Address " //b jlj G 4yDate Signed
City c 0 _ ,.7 i Approved By
WARRANTY
All material and workmanship performedby DuLando Screen & Awning, Inc., is warranted for one full year, from date of invoice against any defective material or workmanship.
Due to Florida's unique soil conditions, settling of the deck is a common occurrence. If stress or hairline cracks appear, they are not covered under warranty. These are beyond
our control. Deck cracks that exceed the following: Maximum allowable horizontal or vertical separations should not exceed 1/8 inch unless at expansion joints where horizontal
and vertical separation of up to 114 inch are acceptable. Homeowner is responsible for any utilities or irrigation relocation.
REQUIRED INSPECTION SEQUENCE !!
BP# 2!? Address: Oo%
UILd9 NG PERIVII I ELECTRICAL IP. RM IT'_
Iain Max Insjpection Descri tion Iain Max Ins ection Deser ption
Footer / Setback Electric Underground
Stemwall Footer / Slab Steel Bond
Foundation / Form Board Survey Electric Rough
Slab / Mono Slab Prepour T.U.G.
Lintel / Tie Beam / Fill / Down Cell Pre -Power Final
Sheathing — Walls Electric Final
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
REVISED: June 2014
1 Il L` CY1t11 v"9;'1.19 L^-P4R` 1 1'8Ii9.t
y;, i •: 7_325-,Z,
Min Max Inns ection Descri tions
Mechanical Rough
Mechanical Final
Min I Max I Inspection Descripti
Gas Underground
Gas Rough
Gas Final
RECORD COPY
KLUNUMSCRE-
Plan Types:
Screen Room
FPool Screen/Cage (Removable Screen , Remove screen when wind speed exceeds 75 MPH)
F] Pool Screen/Cage (Non -Removable Screen - Designed to withstand actual Wind Speed)
19Car
Port
Patio Cover
Other:
Reference: 4 C NewM Revision Date: ,,- I
Project Address: 6 S c`A ,,7 qqJ
City:
Contractor Name: iyy j
Address' £}
ulattdo Screen & Awning, Inc. .
835 Sunshine Lane
Chu i City: Altamonte Springs, FL 32714
Zip Cade: 407-862-6060
Phone/Fax: www•DulandoScMM.com
Email:
Choose One: Mail Pick Up Fed Ex*0 `_l No of Copies
For FedEx option got to www. urninumscreendesi n.-com and `provide FedEx account #)
Payment: Check Credit Card *
For Credit Card option go to www.aluminumscreendesign.com to pay by credit card)
Engineering prepared by:
g
Engineer: Michael Thompson, MSc, P.E. (P.E. #47509}
4401 Vineland Road Suite A6, Orlando, FL 32811
Office: 407-734-1470 Celk 407-721-2292 gV1LD
Project Manager: Paul Thomas 386-479-9504 Fax: 888-923-8281 G'
Email: aluminumscreendesign@yahoo.com
Website: www.aluminumscreendesi nxom CA#30930 SANFORC
REVIEWED FOR CODE COMPLIANCE
O
A' RTtv1
PLANS EXAMINER # 1 7— 4 2 9
DATE
f lFO C spa na rnNr DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDF ANY OF THE PROVISIONS OF THE TECHNICAL FEB t . 2 ti
EG, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTEROFERRORSINPLANS, BY: LIEOUIRINC A CORRECTION
CONSTRUCTION OR VIOLATIONS OF THIS CODE
9i
ultimate Wird Speed (mph): 1 Exposed Category: C Risk Category: 1
Screen Room:
Insulated Pan Roof
Fascia Wall: Block Conventional
Uprights x Top Plate x Kick Plate
Pool Screen/Cage:
Dome Gable Mansard
Gutter Wall: Biock] Conventional
Beams x Uprights x Purlin x
CarPort:
Insulated Pan
Fascia Wall: Block Conventional
Beams x Post x
Patio Cover:
Insulated Pan
Fascia Wall: Bloc 2Conventional
Beams .__ x Post x'
Concrete:
Existing New: 4" Slab Pier Ribbon Footer x Pavers
Other:
I
Note: In the event that there is a conflict with the design plans and general nates 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.
i
L,
L' of.
05 ri
h file event of a n I ot In member sizes shP18hsandtheg9neralUfilkethenotes, the Contra Own on
are sti im, r4A
Member size 1eq
must
uirements.
ALUMINUM auREEN DESIGN 3" C CHANNEL IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS
6" FROM ENDS 24" O.C. & TO'3" INSULATED ROOF WITH (6 )910 1" PER SIDE 6
EXTRUDED GUTTER IS ATTACHED TO
3" INSULATED ROOF WITH 910 1" 6" EXTRUDED FASCIA IS ATTACHED TO
FROM ENDS 24" O.C. 3" INSULATED ROOF WITH #10 1" 6"
FROM ENDS 24" O.C.
3X3 POSTS ARE ATTACHED
ROOF IS ATTACHED TO FRONT WALL TO 2X6 BEAM 2 3/8" X 3 1/2"
WITH (4) 910 4" PER PANEL CARRIAGE BOLTS TYP.
3X3 POST IS ATTACHED TO
BRACKET WITH 13/8" X 3
1 1111 - A n T i A -- Tl ll T TGA
BRACKET FROM 3X3 IS ATTACHED
TO CONCRETE WITH 2 1/4" X 2"
TAPCONS TYP.
ALUMINUMSCREENDESIGN.COM DESIGN, STATEMENT MICHAEL THOMPSON
ALUMINUM SC-,REENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 440 1 VINEL,AND TOAD
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH
5 E A6@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET,THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORLANDO FL 3281 1PHONE: 407-747-1470 OF THE 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. P,E, #'47509FAX: 407-734-1790 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 3 0
Boundary
Survey
SX"'.
OO
105 PAMALA COURT
SANFORD, FLORIDA 32771 1'= 29
PAMALA COURT
LEGAL DESCRIPTION: (AS FURNISHED)
OFF
LOT 26, PAMALA OAKS, ACCORDING TO THE PLAT THEREOF, 7PER
0.9'
50' PLATTED RIGHT-OF-WAY
FND 1@' —Clw — — — — —
FLOOD ZONE INFORMATION
IRON ROD 5' LANDSCAPE! FND V2'
ASPHALT ROADWAY
IRON ROD
WOOD FENCE PLAT BOUNDARY -
N89°56'52"W 40.00' (P)
C - Calculated PB - Plat Book
PC - Point of Curvature
O Z CONC CURB
OFF
NOT PLATTED
S89035133"E4
CB - Concrete Block
CM - Concrete Monument POB
N •
DRAFTER: HWA
CONC -Comet
POC--Pantof
Ccoml"
mencement
39.90' (M)
APPROVED: BHH
COV - - Covered PP Power Pole
D DescriptionPRC - Pant of Reverse Curvature
a
N
DE-DrainageEasencent PRM--PermanMentReeteerrence
SCALE: 1"= 20' um
DUE - Drainage 8 UtWrty Es"
S89056'52"E 40.05' (M)
DS - Driveway
R -Radius
ESMT -Easement
RAO -Radial
FFE - Finished Floor Elevation RFC - Reber 8 CapRFD - Roofed
S89e56'52"E
DIANE WILLCOX FND Found UE - Utility Easement BOARD OF.PROFESSIONAL .LAND SURVEYORS IN CHAPTER 5,F1T FLORIDA
40.00'(P)
ADMINISTRATIVE CODE. FURTHER, THIS DOCUMENT IS ELECTRONICALLY SIGNED AND
S89056'52"E 40.00' (P) WALK
N8D -Nail 8 Disk
Wood/PVC Fence SJ -17 OF THE FLORIDA ADMINISTRATIVE CODE.
ONLINE
FND NAIL
OHU - Overhead Utility LimNOTES - ORB Official Records Book
FND 112'
1. Strmy k Daad m Ie9d d peon as wpFeal by ren DATE SIGNED: 02/02/17
FND 112'
8 DISK IRON ROD
1Mc«r OW—r"r FAC. Vt.'W nof«
IRON ROD
NW CORNER
SURVEYOR'S NAME: BILL H. HYATT LS4636
DEAL LAND SURVEYING, LLC LB 8121B. Feas"..annip kiwr daremmed
S. W undagreurd krerevemantn m *uclu se "«a lorded by the suniry,
I-_
l • ° -'
A- at—lm tided
e.TNBeever ndndeaua.BaAmamemPeFeraa
LOT 27
NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURET. Arya,Fde rant«dreinlieldlomea,sas ao«o>a a7b-I Deal Land Surveying, LLC
1530 Tropic Park Drive
Sanford, FL 32773
AND AUTHENTICATED ELECTRONIC SEAL '
THIS SURVEY IS PREPARED FOR THE EXCLUSIVE
USE AND BENEFIT OF THE PARTIES LISTED HEREON. DATE REVISION DATE REVISION
LIABILITY TO THIRD PARTIES MAY NOT BE 407-8783796
41 10' UE
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ADDRESSO
OO
105 PAMALA COURT
SANFORD, FLORIDA 32771 1'= 29
0.4'
LEGAL DESCRIPTION: (AS FURNISHED)
OFF
LOT 26, PAMALA OAKS, ACCORDING TO THE PLAT THEREOF, 7PER
0.9'
0.7
OFF
FND 1@' —Clw — — — — —
FLOOD ZONE INFORMATION
IRON ROD 5' LANDSCAPE! FND V2'
SIDEWALK EASEME T IRON ROD
WOOD FENCE PLAT BOUNDARY -
N89°56'52"W 40.00' (P)
C - Calculated PB - Plat Book
PC - Point of Curvature
N89°30'37"W 39.79' (M)
OFF
NOT PLATTED Tit
CB - Concrete Block
CM - Concrete Monument POB LAST 09128/
07MBER
21170 0065F
DRAFTER: HWA
0
ADDRESSO
Z
105 PAMALA COURT
SANFORD, FLORIDA 32771 1'= 29
GRAPHIC SCALE
LEGAL DESCRIPTION: (AS FURNISHED)
20
LOT 26, PAMALA OAKS, ACCORDING TO THE PLAT THEREOF, 7PERASRECORDEDINPLATBOOK47, PAGE 46, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA -
BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH RIGHT OF WAY LINE OF PAMALA COURT, BEING N$9"56'52W, PLAT
LIST OF POSSIBLE ENCROACHMENTS: NONE VISIBLE --
LEGEND FLOOD ZONE INFORMATION
DLS #: 17-01-0146 FOR INFORMATIONAL PURPOSES ONLY)
CLIENT M 105 PAMALA A/C Air Conditioner P Plat
C - Calculated PB - Plat Book
PC - Point of Curvature SUBJECT PROPERTY SHOWN HEREON APPEARS TO BE LOCATED IN
FIELD DATE: 02101/17 Q Centedine
PI - Pont of Intersection FLOOD ZONE X, AREA OUTSIDE OF THE 100 YEAR FLOODPLAIN,
CB - Concrete Block
CM - Concrete Monument POB LAST 09128/
07MBER
21170 0065F
DRAFTER: HWA
CONC -Comet
POC--Pantof
Ccoml"
mencement REVISION DATE
APPROVED: BHH
COV - - Covered PP Power Pole
D DescriptionPRC - Pant of Reverse Curvature
SURVEYOR'S_ CERTIFICATEDE-DrainageEasencent PRM--PermanMentReeteerrence
SCALE: 1"= 20' um
DUE - Drainage 8 UtWrty Es"
I HEREBY CERTIFY THAT THIS SKETCH OF SURVEY WAS MADE UNDER MY
RESPONSIBLE CHARGE AND TO THE BEST OF MY KNOWLEDGE AND BELIEF SAID
1
SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA
DS - Driveway
R -Radius
ESMT -Easement
RAO -Radial
FFE - Finished Floor Elevation RFC - Reber 8 CapRFD - Roofed
CERTIFIED TO: AS FURNISHED
DIANE WILLCOX FND Found UE - Utility Easement BOARD OF.PROFESSIONAL .LAND SURVEYORS IN CHAPTER 5,F1T FLORIDA
IP koro
L - Length (Arc)
WM - Water Meter ADMINISTRATIVE CODE. FURTHER, THIS DOCUMENT IS ELECTRONICALLY SIGNED AND
M - Measured -
Delta (Central Angle) SEALED PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES AND CHAPTER
N8D -Nail 8 Disk
Wood/PVC Fence SJ -17 OF THE FLORIDA ADMINISTRATIVE CODE.
NR • Non•Radisl -
o' Chain Link Fence
OHU - Overhead Utility LimNOTES - ORB Official Records Book
1y,r, DATE OF FIELDWORK: 02/01/17
1. Strmy k Daad m Ie9d d peon as wpFeal by ren DATE SIGNED: 02/02/17
2-AbW aaoedles lova riot been reworded 1« gas, ov ,le end/«
himm1Mc«r OW—r"r FAC. Vt.'W nof«
np,ma-war "t'am'e' arer e"n "'oe' u"'em'aea p'b' h "w"aa• ftilnrontise«r nate rb be,oU- ro era ae.er« am aaorar SURVEYOR'S NAME: BILL H. HYATT LS4636
DEAL LAND SURVEYING, LLC LB 8121B. Feas"..annip kiwr daremmed
S. W undagreurd krerevemantn m *uclu se "«a lorded by the suniry,
I-_
A- at—lm tided
e.TNBeever ndndeaua.BaAmamemPeFeraa FOR ALL INQUIRIES CONTACT:
NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURET. Arya,Fde rant«dreinlieldlomea,sas ao«o>a a7b-I Deal Land Surveying, LLC
1530 Tropic Park Drive
Sanford, FL 32773
AND AUTHENTICATED ELECTRONIC SEAL '
THIS SURVEY IS PREPARED FOR THE EXCLUSIVE
USE AND BENEFIT OF THE PARTIES LISTED HEREON. DATE REVISION DATE REVISION
LIABILITY TO THIRD PARTIES MAY NOT BE 407-8783796
TRANSFERRED OR ASSIGNED. INFOaOdeallandsurveying.com
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Regulation
rnduct 4gprovAl M .nil > PrM 1jct Or ADDllsatlon SPnrch > 9f t7 L Lor1111I > AppllGtlon Detsil
FL s FL5500=R4
Application Type Revision
Code Version
2014
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Elite Aluminum Corporation
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
954)949-3200
dk@dokimengineering.net
Frank Bennardo
frank@engexp.com
Bruce Peacock
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
954) 949-3200
bpeacock@elitealuminum.com
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report • Hardcopy Received
Frank L. Bennardo, P.E.
PE -0046549
Quality Auditing Institute Ltd.
12/31/2018
Jorge A. Pomerantz, P.E.
Validation Checklist • Hardcopy Received
FL5500_39 _S._IP41-€Q..R
ECEIE
Florida Licensed Professional Engine r r Architect
FL5500_34_Eguiv_ iv Q&tf FEB 14 2017
BY:
E
104.11.2
1709.3
Product Approval Method Method 2 Option B
Date Submitted 02/26/2015
Date Validated 03/08/2015
Date Pending FBC Approval 03/09/2015
Date Approved 04/15/2015
Suof Products
FL # Model, Number or Name Description
5500.1. Aluminum/ Aluminum Roof Panels EPS Foam Core Composite Patio Roof Panels
Limits of Use Installation Instructions j
Approved for use in HVHZ: No FL5500_R4,j]_D&g i&
Approved for use outside HVHZ; Yes Verified By: Frank L. Bennardo, P.E. PE0046549
Impact Resistant- No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
l Other: For outdoor patio constructlon only. For use outside FL5500 R4 AE_Eval, pg
the HVHZ. See installation drawing for allowable span/load FL5500 R4 AAE_NOA_11092607.r)d
combinations. FL5500R4 _AA_Iqg_Reoorts_I_g f
i
FL550_AE_jW Reoorts_LQ_dff
f Created by Independent Third Party: Yes
OaUc WCx:
Contact Us :: 1940 North Monroe Street, Tdllahasse- FL 32399 Phone 850487-1824
The State of Florida is an AA/EEO employer. CApyright 2007-2013 Srale Florida 1: Pnvacv'Statement :: Accesslbllit6 Statement:: Refund_ Starn ..6r
Under Florida taw, email addresses are public records. If you do notwant 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 mail. If you have any questions, please contact 850,487.1395. 'Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. The emails 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 all email address which canbemade available to the public To determine if you are a licensee under Chapter 455, F.S., please dick here .
Product Approval Accepts:
sccuritv,ti nuc.
a
ENGINEERING
January 29, 2015
Florida Department of Business and Professional Regulation
1940 North Monroe Street, Tallahassee FL 32399
Regarding: Elite Aluminum. Corporation
EPS Foam Core Composite Roof Panels
14-1438
To Whom It May. Concern:
Please be advised that the below -signed engineer does not have nor will acquire a
financial interest in the company manufacturing or distributing the product(s) for which an
evaluation report or validation certification has been prepared, as referenced above. This
engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above
and does not have any financial interest in any other entity involved in the approval process of
the above -noted product(s).
Restfully
es
o ..
t
E., Inc.
FL'•P'Ot'; .
Cert 0f AIWIYW9885
160 5W 12T11.AvENUE #106 DEERFIELD BEACH, FL 33442
n u n u e O CA - 7r- A_ n A an c. v• 0 C A_ 1 G A_ n n A 7
i- ENGI NEERLNG
1" ' '
A FRANK L BENNARDO P E INC INNOVATION
January 30, 2015
Florida Department of Business and Professional Regulation
1940 North Monroe Street, Tallahassee FL 32399
Regarding: Elite Aluminum Corporation
EPS Foam Core Roof Panels
Aluminum /Aluminum Skin
14-1438
To Whom It May Concern:
This office has reviewed test reports showing structural, performance of the above -noted
product. These test reports pertain to testing performed in accordance with ASTM E72-05
Standard Test Methods of Conducting Strength Tests of Panels. for Building Construction. This
standard has not been adopted in the Florida Building Code Fifth Edition (2014), but serves as an
applicable test method in accordance with sections 104.11.2 & 1709.3 for the purpose of
determini s ru Lural performance of this product.
Resp ctfullgC js;.
Al 0
rrattt,-•tstat to, .: ;
Inc.
FL PE Q046$,,'''
Cert ofAuth #9885
160 SW 12T" AVENUE #106 DEERFFIELD BEACH, FL 33442
PHONE: 954-354-0660 Fax: 954-354-0443
EPSTFO6--A MjCSUORE ROOF PANELS
M / ALUMINUM SKIN
AXIMUM ALLOWABLE CLEAR SPAN TABLES:
L I2ap
37 Pct l!'tU0 T. il' gT wr TVA- y -'.
L 12.03CLEARSPANTABLE
40 Pa[ "
ISO T g„ 0 6• 04 trp: :`•
USE 9_TINSTRUCTIONS: 44 PAT i/360 7•A' a•r or Iva r-4- ra'
210 0' w' 7.102 9' r N -a. •-1_ 1 t YiIDETHLMhkTYPEOFENCLOSURETOBECOVERED (OPEN, 46 Pq L I IM T3' B A i P ,J I •tr ZSCREENEDWAIIS. ON f UL LY ENCLOSED). _ ___L I2W t' __ T _ _s s„ 1r.r
3. UEtEAM1tiE THE Slit SPECIFIC RtQUIREO DESIGN WINO l2 Yd LI TDO 71' B7 - g•I g.)• iF'!•-it .1>Ti- PRESSURE FROVIOED BY SEPARATE INGINEEAING, BY A L 1240 B tv i r
LICENSED ENGINEER OR REGISTERED AROCIRCT,IN 56 PH L1180 0.11' 717 9. s- P.1• .I.s-
ACCUROANCE WON THE FLORIDA BUILDING COCE FIFTH
I I lea 4'-6' ,04'
t EDITION (3014). L(O80 B-9'. Ta D' P-2' 111 n -r no" S. FIND ALLOWABLE CCMFO5I TE PANEL QEtq SPAN IN TABLES 60 PIT LI.240 0.2' T•1` Q-1'-^_4'-1_ tv.l' rV.S- F FOR APPROPRIATE FANEL DNIN, FACING THICKNESS, µ0 EP$ -- -_ -
oaF DENSITY sKEDEFLECTION NOTES:
3
SEAL 10IhT I. USE EYE 20 FOR ALL MEMBERS SUPPORTING ROOFS OVER AN OPEN OR SCREEN-WALLRDCONTINUWSHWM.
CAUU:ING 7. USE ENCLOSED FOR All MEMBERS SUPPORTING ROOFS WITH A NON-FLA$TENED CEIUNCi OVERAN [NClUSCD ROOM.
USE 1/240 FOR ALL I4EMBFRS SUPPORTING ROOFS WITH A PLASTERED CEILINGOVER AH
1717
0"0"•2° ENCLOSED ROOM, PE0. FLORIDA tNt1101NG CODE Fit -IN kD1T10N (:011) TABLE EDOa,y.
3.. i OTHER CONSIDERATIONS: GRO55 4ECAON AT - --
Tn'R 7HTERLTSCK
1. HRUNI" OVtRNJVIG MAY DE UP TO T-0' W"M VALUES LIS IIERfIN, MAXIMUM
UhSUPPORTEU SIX OVERHANGIS 2591 IV LAST PANE? W1011l (1-<. Il" MAA FOR WPANELWIDTH). - I?%:._ROOF p1TCH SHALL DE AS PER BUIL OI NO CODE REOUIREMENISEPSROOFPANELSPANDETAIL:
0024 [N1 0,032 ALUMGS LXkWG4.MAX 'WIDTH PER INTEPL PANELTOPDBOTTOMFACIN
FODf MIN St OPT)
Ij Ef9 Cf AE (I APCs
I-[.F
CLEAR SPAN .. _ IJ INSIDE 701NSIDE- / _ OR DgIP
I CAP
NEPER TO AOOlT10NAL ENGINEERING $HECTS' DEP-M OVCANANG {
FOR IUADS, RODE CUNNEC TICMS, A SUPPcIRTING
DfpTtl _
STRUCTURE DETAILS (DY OTHERS). TNfS $MEET _ 36' FUX O!N AT ppM-S 25Y
CEATURES ALLOWABLE RCUF SPA115 OFILT. OF LAST PANEL. I',107M AT SIDES
OIH AT SIDES)
MAXIMUM ALLOWABLE
3'Penth A_Gu,c1a a P>Lnd
10. EXCEPT AS EXPRESSLY PRONDED HEREW, NO AOOITIO.VALCFN7IFICAT[OMS.ORpFfIflMAtiONS ARC INTENDED.
w LP•0 DARetia:n0024•.
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20•.A-
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OF 36SECTION760) OF THE FLORIDA 8U R0114G CODE FIFTH EOlT10N (2)111. CONTRACTOR SfNLLINYE4TICiATE Af10 CONfORM TO ALL LOCAL BUILDINGOCE. AMENDMENTS WHICH MAY APPLY. OESIGJ/.
20 WI L 112
2{pU
1.2- 13'-10'1C-
o ,
P -rI6' -It'
E. NO S4•TJD%,ENCREASE IN ALLOWASLE STRESS MAS BEEN USED INTHF. DESIGN 1 TN'T SYSTEM.
781>y L11302y1Li120 9'•11' IYb'
9>_•'-0'-LI l7 b' ITS
II4' 12 T
1p.S tP-
5'.5• f4.='
L I2ap
37 Pct l!'tU0 T. il' gT wr TVA- y -'.
L 12.03CLEARSPANTABLE
40 Pa[ "
ISO T g„ 0 6• 04 trp: :`•
USE 9_TINSTRUCTIONS: 44 PAT i/360 7•A' a•r or Iva r-4- ra'
210 0' w' 7.102 9' r N -a. •-1_ 1 t YiIDETHLMhkTYPEOFENCLOSURETOBECOVERED (OPEN, 46 Pq L I IM T3' B A i P ,J I •tr ZSCREENEDWAIIS. ON f UL LY ENCLOSED). _ ___L I2W t' __ T _ _s s„ 1r.r
3. UEtEAM1tiE THE Slit SPECIFIC RtQUIREO DESIGN WINO l2 Yd LI TDO 71' B7 - g•I g.)• iF'!•-it .1>Ti- PRESSURE FROVIOED BY SEPARATE INGINEEAING, BY A L 1240 B tv i r
LICENSED ENGINEER OR REGISTERED AROCIRCT,IN 56 PH L1180 0.11' 717 9. s- P.1• .I.s-
ACCUROANCE WON THE FLORIDA BUILDING COCE FIFTH
I I lea 4'-6' ,04'
t EDITION (3014). L(O80 B-9'. Ta D' P-2' 111 n -r no" S. FIND ALLOWABLE CCMFO5I TE PANEL QEtq SPAN IN TABLES 60 PIT LI.240 0.2' T•1` Q-1'-^_4'-1_ tv.l' rV.S- F FOR APPROPRIATE FANEL DNIN, FACING THICKNESS, µ0 EP$ -- -_ -
oaF DENSITY sKEDEFLECTION NOTES:
3
SEAL 10IhT I. USE EYE 20 FOR ALL MEMBERS SUPPORTING ROOFS OVER AN OPEN OR SCREEN-WALLRDCONTINUWSHWM.
CAUU:ING 7. USE ENCLOSEDFOR All MEMBERS SUPPORTING ROOFS WITH A NON-FLA$TENED CEIUNCi OVERAN [NClUSCD ROOM.
USE 1/240 FOR ALL I4EMBFRS SUPPORTING ROOFS WITH A PLASTERED CEILINGOVER AH
1717
0"0"•2° ENCLOSED ROOM, PE0. FLORIDA tNt1101NG CODE Fit -IN kD1T10N (:011) TABLE EDOa,y.
3.. i OTHER CONSIDERATIONS: GRO55 4ECAON AT - --
Tn'R 7HTERLTSCK
1. HRUNI" OVtRNJVIG MAY DE UP TO T-0' W"M VALUES LIS IIERfIN, MAXIMUM
UhSUPPORTEU SIX OVERHANGIS 2591 IV LAST PANE? W1011l (1-<. Il" MAA FOR WPANELWIDTH). - I?%:._ROOF p1TCH SHALL DE AS PER BUIL OI NO CODE REOUIREMENISEPSROOFPANELSPANDETAIL:
0024 [N1 0,032 ALUMGS LXkWG4.MAX 'WIDTH PER INTEPL PANELTOPDBOTTOMFACIN
FODf MIN St OPT)
Ij Ef9 Cf AE (I APCs
I-[.F
CLEAR SPAN .. _ IJ INSIDE 701NSIDE- / _ OR DgIP
I CAP
NEPER TO AOOlT10NAL ENGINEERING $HECTS' DEP-M OVCANANG {
FOR IUADS, RODE CUNNEC TICMS, A SUPPcIRTING
DfpTtl _
STRUCTURE DETAILS (DY OTHERS). TNfS $MEET _ 36' FUX O!N AT ppM-S 25Y
CEATURES ALLOWABLE RCUF SPA115 OFILT. OF LAST PANEL. I',107M AT SIDES
OIH AT SIDES)
MAXIMUM ALLOWABLE
DESIGN PRESSURES:
A$
IX yi ,1'a37
10. EXCEPT AS EXPRESSLY PRONDED HEREW, NO AOOITIO.VALCFN7IFICAT[OMS.ORpFfIflMAtiONS ARC INTENDED.
MOTE- IN CLEAR
SPAN TA9LES
DESIGN NOTES 1ltt
POSITIVE AND NEGATIVE DESIGN FRESSURES CAI.CULATEp spq USE W21N. THIS SYSTEM SHALL BE 4ETERNINEOat
9Y I( I ( BY OTHERS - A 108-SoECIfICBASISINACCORDANCEWITHTnECODE, SITE.SPECIFICPRESSUREREQUIRENEh15ASOETERMINED.LN u,.vlA000ROMCEWITH7-tu l.ND Ct1ABE LESS1609 0f TME FQQCQRIOA BUILDING CODE FIFTH EDITIONDE51[GN PRE SUREURE [ PA II VALUESAIt$TEO HEREIN PITEGAI III I i
L-3 j7EL'ITRIIL TURAL PgOPERTIES DERIVED FR ON CEgTIF1EO.iEST
NtPORTs Nbs HE[S'45 1909' •05.1987 05•{988, •05.1989.
M8LraW{
W
05.1990 .05.1991, -05 1992 -OS-1997; -05-1991, OS-1Y9S, 04.1996 Oa-1997,-062UB6, -O6-206),-06.2068:-OS-2069,
GENERAL GENERAL NOTES: lJQ c'IIG=?) sbt 01 °
t. THIS SPFCIT,CATION HAS EEEM DESIGNED x
3 ', PND SI/ALL 6EFABRIGTEDU4ACCOAOANCEWIMTMEpCQU1RiVoSItOP'THE FLORIDAFoofIFTHlDITION13014) FOR:USE OUTSIDE
r W
wD,`
IWILOICACUUE
INE HVMZ. DFIPOSIT6 SECTIONPANELS SHALL COMPLY WI1N CNAPTEA 7 SECT I[tf4 )j0, CNAF7ER B SE H BOT, CUSSA INTERIOR FINISH ANO SECT I(
3
C y -
OF 36SECTION760) OF THE FLORIDA 8U R0114G CODE FIFTH EOlT10N (2)111. CONTRACTOR SfNLLINYE4TICiATE Af10 CONfORM TO ALL LOCAL BUILDINGOCE. AMENDMENTS WHICH MAY APPLY. OESIGJ/.
b
C0.ITEAIA Bc'OAW ASSTATEDHEREINfurRDF2UtREADOIpOhAISITE-SPECIFIC SEATED
HARD
M IHG:.
E. NO S4•TJD%,ENCREASE IN ALLOWASLE STRESS MAS BEEN USED INTHF. DESIGN 1 TN'T SYSTEM. CH1. THE A0.CNITECT!ENCINEER OF RECORD FOR THE PROJECT
UFERSiRUCTURE WIIM WHICH TH(5 DESIGN IS USED 5f/All tlEIESPONSIBLEFOR.THE.IMEGAI r, OF ALL SUPPORT WG Z
SUNFACES 10DJISDESIGNWNICM5MA(L DE COORDINATED BY TME PEAMIITINGONTRACTOR. -
1. SEPARATE'SITE-SPECIf IC' SEALED ENGINEERING SHALL.BElEQU1RGqINOpOFR.TD DEVIATE FROM LOADS,
L L
DI'CCTION$, OR 5pµ$- OTRAINED HEREIN. -LINEAR "or BE, -*RN OF ITIE ALWSYAALE SPANHEREINSHALLN0TBE,-*RNIAB114fea CWYTALT QORTH15NGIfIEERFORKTERNATESPANCALCtMTLOA4ASMAYDEREQQVIAED. TME SYSTEM OE1AllE0 MERLIN IS GENERIC 13 MAYDOE$ AOT pROV10E. NFORMAl/qN O113d i o
Y
FOR A SPECIFIC SITE- FOR-StiE CDNOIiIOHS DIFFERENTROMTHECONOI710N5DETAILEDNCREIh, A L10FH5E0 09GItiEE"PIEGISIEREOARCHfTEIT
p 5F- a 0 k3
F•'• 3ayI
SHALL PREPARE SAE SFECIFIC
DOCUMENTSINEItoil
SE IN CONJUNCIIUN WITH THIS DOCUMENT.
OAD.TMECONTRACTO0. SHALL Y CON5ICFAR. P47551BLE IMPOSViG
10510 ..
i L: • U OY -
CADS WMIALTWI MAY7t1ST°IFYGEATER DESIGN R(OTFHLI.T
NISN
TFO
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aROOFLOADCRITERIASHALLBEPROPERLYANALYZEDBYAICENSEDENGINEEROR.gEGISTEAEO ARCHITECT,
EPS CORE CDNPOSITE lfl®lf,, A
ANEIS SHALL EE COPLSTRULIED USING ttK105.11154 ALUMINUM FCRH S, EXPANDED T°OLr5tt0.ENE FDAf1 I NALLiAVEM1UlDENSITY1DPCFA.YD &1ALa BE MANUFACTUREDALLEA faalJ
FACTU BYYPLASTFRODUCTS', L.LC PER MIAMI -DACE ul
HIf
RSION THEU
fflRJ
e ALIUMINUM FACING E(BYDASHWIi11150GRIISP782ADHESIVE LANDPECIALFABRICATIONSHALLBEINACCORDANCEWITHAPPROVEDASAICATIMETNg05
J
1
BY.14ANUFACTU0.ER FOR AU /AI1El5.
MECCJNIRCTOM ISRe SPOHSIBLEINSUUTE OR PROTECT ALEMBERSFR(> - , .. .,
ICA'WHI""15 CALICO FO R. By LOCAL, ST AT'E,DFEDERAL CODESfiFROMOEVU17IO11SOfIHlSPLAN, IX yi ,1'a37
10. EXCEPT AS EXPRESSLY PRONDED HEREW, NO AOOITIO.VALCFN7IFICAT[OMS.ORpFfIflMAtiONS ARC INTENDED.
11. ALTERATIONS, S, ADDITIONS; NIGMUGnTWG, OR OTHER MAgKINGSTOIM15000UMtN1ARENOTPERMITTEDANOI.VVA[IDATE THIS S 4 1
CERTIFICATIONI If •,
TABLE VALUE DERIVATIONS:4){!!.l•Gf
e ANEL PNOYQ0.TIE$, .. clrwc ,Nawt.0N,.4ty+
L-3 j7EL'ITRIIL TURAL PgOPERTIES DERIVED FR ON CEgTIF1EO.iEST
NtPORTs Nbs HE[S'45 1909' •05.1987 05•{988, •05.1989. 14_1,}38
05.1990 .05.1991, -05 1992 -OS-1997; -05-1991, OS-1Y9S, 04.1996 Oa-1997,-062UB6, -O6-206),-06.2068:-OS-2069,
06-2070, -D6.20.. -06.2072, -06-2072, b -a6-7074 Br K 4TSSE)L±?N,'
HURRICANE ENGINEERING b TESTING, fnc.
7. PANEL DEAD LOADS CAVE BEEN FACTORED INTO CALCULATIONSFORGRAVITYLCA05ASWELLASCALCUT.ATION5 FOR TANK V -3PROPERTIES. -
a
ENGINEERING EXPRESS®
PRODUCT EVALUATION REPORT
ENGINEERING EXPRESS EXPERT
PRODUCT EVALUATION REPORT
January 30, 2015
Application Number: FL# 5500.1-R4
Project Number: 14-1438
Product Manufacturer: Elite Aluminum Corporation
Manufacturer Address: 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
Product Name & Description: EPS Foam Core Composite Roof Panels
Aluminum / Aluminum Skin
Scope of Evaluation:
This Product Evaluation Report is being issued in accordance with the requirements of the Florida
Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20-
3.005, F.A.C., for statewide acceptance per Method 2(b). The product noted above has been tested
and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition
2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of
this product shall be required following pertinent Florida Building Code modifications or revisions.
Substantiating Data:
PRODUCT EVALUATION DOCUMENTS
FLB drawing #14-1438 titled "EPS Foam Core Roof Panels", sheets 1-1, prepared by Frank L.Bennardo,
P.E., Inc., signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report.
TEST REPORTS
Uniform static structural performance has been tested in accordance with Section 1714.3 of the 2004
Florida Building Code per test standard ASTM E72-05 as evidenced in.the following test reports by
Hurricane Engineering & Testing, Inc. (HETI):
3" Panels with 0.024" Aluminum Facing:
HETI -05-1988, HETI -05-1992, HETI -06-2066, HETI -06-2067, HETI -06-2068
3" Panels with 0.032° Aluminum Facing:
HETI -05-1993, HETI -05-1989
4" Panels with 0.024' Aluminum Facing: `` L. BE/j/,9
HETI -05-1994, HETI -05-1987, HETI -06-2069, HETI -06-2070, 6• ••,'90 '';
4" Panels with 0.032" Aluminum Facing: O i>:n i eer's Seal lid farHETI -05-1985, HETI -05-1995 na
ages
9
6" Panels with 0.024' Aluminum Facing:
HETI -05-1996, HETI -05-1991, HETI -06-2072, HETI -
06-2073, HETI -06-2074"FEB 5 ;'`\1
6" Panels with 0.032" Aluminum Facing; —
HETI -05-1997, HETI -05-1990 '
Frank 'r ppfl' J
PE004g I!9885
Metal tensile capacity has been determined in accordance with
ASTM E8-01 test standard per test report(s) #HETI-05-T337 (0.024" aluminum facing) & #HETI-05-T338
0.032" aluminum facing) by Hurricane Engineering & Testing, Inc. (HETI).
160 SW 12T" AVENUE * 105 DEERFIELD BEACH, FL 33442
PHONE:954-354-0660 FAX: 954-354-0443
ENGINEERING
EXPRESS=
Elite aluminum Corp. — EPS Foam Core Composite Roof Panels
January 30, 2015
STRUCTURAL ENGINEERING CALCULATIONS
Structural engineering calculations have been prepared which evaluate the product based on comparative
and/or rational analysis to qualify the following design criteria:
1. Maximum Allowable Size/Pressure Combinations
No 33% increase in allowable stress has been used in the design of each product.
Impact Resistance:
Large & Small Missile Impact Resistance has NOT been demonstrated as evidenced in previously listed
test reports, and is accounted for in the engineering design of this product.
Wind Load Resistance
Each product has been designed to. resist combinations of wind loads, live loads, and dead toads as
indicated in the span schedules) on its respective Product Evaluation Document (i.e. engineering
drawing),
installation
Each product listed above shall be installed in strict compliance with its respective Product Evaluation
Document (i.e. engineering drawing), along with all components noted therein.
Each product component shall be of the material specified in that product's respective Product Evaluation
Document (i.e. engineering drawing).
Limitations & Conditions of Use:
Use of each product shall be in strict accordance with its respective Product. Evaluation Document (i.e.
engineering drawing) as noted herein for outdoor patio construction only.
All supporting host structures shall be designed to resist all superimposed loads and shalt be of a material
listed in each product's respective anchor schedule, Host structure conditions which are not accounted
for in each product's respective anchor schedule shall be designed for on a site-specific basis by aregisteredprofessionalengineer.
All components which are permanently installed shall be protected against corrosion, contamination, and
other such damage at all times.
Each product has been designed for use outside the High Velocity Hurricane Zone (HVHZ).
Product shall be fabricated using expanded polystyrene insulating foam manufactured by Dyp(ast
Products, Inc. as listed in Miami -Dade Notice of Acceptance # 11-0926.07,(or the current version of this
NOA).
160 SW 12r".AVENUE #106 DEERFIELD BEACH, FL33442
PHONE: 954-354-0660 FAX: 954-354-0443
WWW.ENGEXP.COM
i