HomeMy WebLinkAbout306 Loch Low Line7 2016
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 1 & - �b g 68
Documented Construction Value: $ g. 000
Job Address: 306 LOcti LOW W <AA0rn/LL 32773Historic District: Yes ❑ No ❑
Parcel ID: 10- Zo - 3 o , S C - os o - oo y O Residential [Commercial ❑
Type of Work: New Ef Addition 9 Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: Lodl cr-e.+-,
Plan Review Contact Person: &I I t.c,1+e,- I ke,u 1 n Title:
Phone: Y01- 678 -OS coo Fax: Yo7- G its --5S6u Email: i� ► I (y w c-_-) S v1, - FI- c.o u
(A'M10„0 Property Owner Information
Name %o�y 'Petra hi-,' Phone: Ll�31d 2Z!
Street: Set: _ Lech Lyj L ne Resident of property?: yeS
City, State Zip: 5,k A, ,5 Pe- ?Z773
01
Contractor Information
Name -fiat 011'e- l_5y0qr.pr Phone: AOIC7 I' - O 5-0 a
Street: 30os 1;r6a9 rad • Fax: y6 J '-C 7ff -Y-5-C43
City, State Zip: 0#4tr- .71-74'Z State License No.: SGLo_srG 7 76
Q Architect/Engineer Information
Name: 1 ' ' G": d L Phone:
Street: 4✓ / A Fax:
City, St, Zip:
E-mail:
Bonding Company: Mortgage Lender:
Address: 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. l 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: 5t° Edition (2014) Florida Building Code
Revised: June 30, 2015 Pennit 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 of this county, andithere may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of pennit 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 work will
be done in compliance with all applicable laws regulating construction and zoning.
Z�07' ge%/%/ --z ZOId
Signature o wner/A ate Signature of Contractor/Agent Date
tl� r4 Ple 1
Pnnt Owner/Agent'g Name P ntractor/Agent's N e
r ure of No =fa flonda -•
Isr'*IA a e 4
,r'pv oVq'' ,, o,av ,, JESSIE SANIIAGO
+°• •�`
Notary Public State o1 Florida
•I,. My Comm. Expires Sep 2, 2017�•.` = Notary Public State of Florida
+, �? Commission # FF 050565
is moo; My Comm. Expires Sep 2.2017
of •�,,• aOv n o,, Commission # FF 050565
n„a ,
Owner/Agent is Perso or Contractor/Agent is ersonall Known to a or
ProducedD yp Produced ID Type o
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas[] Roof ❑
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑
Jots•
APPROVALS: ZONING: `Z—���LGs� UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
Ok to install screen room with concrete as shown on plan. Meets area and dimension regulations for SR -
1A zoning district.
Revised. June 30, 2015 Permit Application
SCPA Parcel View: 10-20-30-5CT-OJ00-0040
Page 1 of 2
• Property Record Card
Cane Mem. CFA Parcel: 10-20-30-5CT-OJ00-0040
ANWR Owner: PERROTTI ANTHONY JR & TERESA
scn�s�o`ecouxn r•�a+la^ Property Address: 306 LOCH LOW LN SANFORD, FL 32773
Parcel Information
Parcel
10-20-30-5CT-OJ00-0040
Owner
PERROTTI ANTHONY JR & TERESA
Property Address
306 LOCH LOW LN SANFORD, FL 32773
Mailing
306 LOCH LOW LN SANFORD, FL 32773-5506
Subdivision Name
HIDDEN LAKE UNIT 1-C
Tax District
S1-SANFORD
DOR Use Code
01 -SINGLE FAMILY
Exemptions
00-HOMESTEAD(2010)
+ 1156 4�S
S r07.95
�O� N
M Off• 3
ti
111.10 108.76
Seminole County GIS
Value Summary
Tax Amount without SOH:
$1
2017 Work
$E
Tax Estimator
Values
Valuation Method
; Cost/Marke
Number of Buildings
1
Depreciated Bldg Value
$73,888
Depreciated EXFT Value
'$461
Land Value (Market)
$21,000
Land Value Ag
Taxing Authority
Just/Market Value "
$95,349
Portability Adj
Schools $67,750 $25,000
Save Our Homes Adj
$27,599
'T
Amendment 1 Adj �
P&G Adj ----- — -- ----t
$0 -- -
Assessed Value
$67,750
Tax Amount without SOH:
$1
2016 Tax Bill Amount
$E
Tax Estimator
FT N 76 DEG 58 MIN 42 SEC W
Save Our Homes Savings:
$4
Does NOT INCLUDE Non Ad Valorem Ac
Legal Description
LOT 4 (LESS BEG S 60 DEG 57
MIN 23 SEC W 115.064 FT OF
NW COR RUN S 1 DEG 53 MIN
43 SEC W 67.833 FT W 12.392
FT N 76 DEG 58 MIN 42 SEC W
189.149 FT N 25 FT E
198.919 FT TO BEG) & BEG SW
COR LOT 3 RUN N 13 DEG 20
MIN 41 SEC E 109.659 FT ELY
ON CURVE 10.934 FT S 19 DEG
15 MIN 4 SEC W 105.41 FT TO
BEG BLK J
HIDDEN LAKE UNIT 1-C
PB 17 PG 56
Taxes
Taxing Authority
Assessment Value
Exempt Values
Ta
Schools $67,750 $25,000
City Sanford $67,750 $42,750
http://parceidetaii.scpafl.org/ParceiDetaillnfo.aspx?P[D=l 020305CTOJ000040
11/30/2016
12/07/2016 WED 12:52 FAX
Feu; 00778.6580
Toll Frae:1.800-wlywilips
Reg. a Rx1oe
FL uR a SC=l;
®004/005
07 2016
MAIN OFFICE
PA :.P005 Forsyth Road
:WlrttprPark, Florida 32792
(407) 67B-oso0
ltlas, IntttallsHon, Show Room
Order No -51f Primary Phone 374 ~ 3/fq .6 ZZJ Referred By: 107&Me1
Date 11 44-1�z_pzjySecondary Phone_
This Is a contract between Superior Aluminum Installations, Inc. and 7,071 If a rohi
(theCustomeQ, who resides at 306 zrA Le.a 4,ne n1 � J c xrd , LL zip _3C773
As used In this contract, the words seller, we, us, and our refer to Superior Aluminum Installations, hie. and the words you, your and buyer
refer to the Customer. Measurements and dimensions are approximate for purpose of determining price. All dimensions shown are intended
to be exterior (outside) dimensions. Final dimensions are Subject to modifications to conform to standard factory fabrication, engineering,
anddTYPE � d
ng code.We agree to iumtsh all labor and material necessary to Install the following describe
ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37,
FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE
MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO
ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM
1S KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUB-
CONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR
MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO
YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CON-
TRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR
MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR
PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS,
OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY
HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS
CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS
REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY
PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER".
FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED
THATYOU CONSULT AN ATTORNEY.
FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND
PAYMENT MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON
A PROJECT PERFORMED UNDER THIS CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW
BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUTTHE RECOVERY FUND AND FILING A CLAIM, CONTACTTHE FLORIDA
CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS:
Division of Professions - Oonstnrotlon Industry Licensing Board • 194D North Monroe Street. Tallahassee. FL 32399.1039, Phone: 850.487.1385
BUYER'S RIGHT TO CANCEL: Homeowner Three Day R ightTo Canoe!- 0 you do rd want the goods and/or servioss as stipulated on Otis sw ed cc, it
you maycancel this agreement by malling a notice to the seller (Superior Aluminum Inslaliations, Inc.). The notice must indicate that you
do not want the goods and/or services and must be postmarked before midnight of the thlyd business day after you sign this agreement.
TOTAL
113 DEPOSIT WTH ORDER
1%11C� TERMS: CASH or CHECK
14 ON LAYOUT J(9jjEjjP'/ FINANCING
IM ON INSTALLATION TO INSTALLER dstC� .4 �'Y�R MAAND
GUARA
WORKMANSHIP OUARANTEEO
It after going through the normal channel of operations, you are dissatisfied or have any unresolved problems, please
call and ask for me personallyat407-W-MG6 Timothy Orle, President / Superior Aluminium Installations, Inc.
THE INSTALLATION WILL BE COMPLETE ON OR ABOUT W % rd (J&ICS Af'lrl 11PrA_ r7,
IT 13 UNDERSTOOD BY YOU THAT THE FOLLOWING CONTINGENCIES COULD MATERIALLY CHANGE THE ESTIMATED COMPLETION DATE STATED
ABOVE: CUSTOMEWS INABILITY TO OBTAIN OR QUALIFY FOR FINANCING; INCLEMENT WEATHER; STRIKES OR OTHER LABOR DISRUPTIONS;
NON-AVAILABILITY OF MATERIALS; ENGINEERING: PERMITTING; ACTS OF GOD.
BY SIGNING BELOW, YOU ACKNOWLEDGE TI4AT YOU OWN THE ABOVE PROPERTY AND THAT YOU AGREE TO ALLTERMS OF THIS CONTRACT.
THIS CONTRACT IS SUBJECT TO FINAL APPROVAL. OF SUPERIOR ALUMINUM INSTALLATIONS, INC. MANAGEMENT AND SUPERIOR ALUMINUM
INSTALLATIONS, INC. RESERVES THE RIGHT TO CANCEL THIS CONTRACT AT ANYTIME P RTO START OF WORK
Q� . c
Date JZI-7/rd& Ciatonar t �s)�'�',► �' 1 y C� �filW
sa»s aeprauntatM . %��/'/l cusmme► - -
REv ane of r
Date:
SEM/NOLE COUNTY MOLT/ IUR/SD/CT/ONAL
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
11/21/16
I hereby name and appoint:
Kevin Gervais
an agent of: Superior 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:
License Holder Name: Timothy Orie
State License Number:
SCC056770
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF 0'4a (A—Q
11/21/17
The foregoing instrument was acknowledged before me this 21 day of n-t)I.,�
20 16 , by TI f',0 J 0rie who isqJ• personally known to me or
O who has produced
and who did (did not) take an oath.
Qom- �
Signature of Notary
Deneha Ruth Lb*
NOTARY PUBLIC
STATE OF FLORIDA
FF937222
Expires 8124/2018
as identification
T 42� billy)
Print or type Notary name
Notary Public - State of - ler v`
Commission No.
My Commission Expires: d 1 ?_zl % 1 a
THIS INSTRUMJNT PREPAR�p BY:
Name: 5 of + u
Address oo Rd.
4/ ,.A-et
NOTICE OF COMMENCEMENT
Permit Number:
Parcel ID Number. /O - ZO - 30 S CT - OJOb 00 q0
MARYANHE MORSEr SENIHOLE COUNTY
C!_ERK OF CIRCUIT COURT & COMPTROLLER
Bit 8820 Fo 124.8 (1P9,.0
CLERK'S Y 2016127276
RECORDED 12/08/2016 09:23:2 4111
RECORDING FEES $10.00
RECORDED BY hdavorz
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal
2. GENERAL DESCRIPTION OF IMPROVEMENT:
of the property and street address If available)
Gi
fs
3. OWNER INFORMATION t OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR �E IMPROVEMENT:
Name and address:l'1/�1'j ry 'Er30G Z=k f'~ Letµ. So,lbr'Ir, 9 U773
Interest in property: Ow n-ff
Fee Simple Title Holder (if other than owner listed above) Name:
Address:
4. CONTRACTOR: Name: SUPERIOR ALUMINUM Phone Number: 407-678-0500
Address: 3005 FORSYTH RD. WINTER PARK, FL 32792
S. SURETY (If applicable, a
Address:
of the payment bond is attached): Name:
6. LENDER: Name: 4 P I f Phone Number.
Address:
Amount of Bond:
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name'. �/ Phone Number:
8. In addition, Owner designates
of
to receive a copy of the Lienors 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 I, 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.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and
belief.
(Signature of Owner or Lessee; or Ownels or Lessee's (Pdnt Name and protide Signatory'e T►ge=ce)
Authorized Ofricer/Dtrertor/Partner/Manager)
State ot`VJQ�Ida County of i
The foregoing Instrument was acknowledged before me this ! day of 20
by► 6�/ IeOM-lir Who is personally known tome 0 OR
Mime of person making statement
who has produced identificationo4type of Identification produced:
Deneha Ruth Link
NOTA
� T o NOTARY PUBLIC G
STATE OF FLORIDA
Comm#FF937222 VMRED COPY-M&ROAWWRME ?y
11b
Expires 8124/2019 CLERKOGTIIR UR AND i N
rnMPT nh i GD I'f O
.acmnv k L A •+h��i.........
Guw+
BY DEPUTY 0 8 2016
RECORD COPY
lis.S.UPERIOR
ALUMINUM INSTALLATIONS, INC.
COVER SHEET
Florida Building Code 2014 -5th Edition
AAF Guide to Aluminum Construction 2010
Residential- Max Wind Speed 130 mph/ Exposure B
2015 Florida Statutes 489.113 Section 9 (b)
States any structure under 1200 sq.ft. does not
require an engineer's signature.
For the purpose of issuing building permits,
local building officials shall accept such drawings,
specifications, or plans when submitted by any
licensed contractor.
A cu --1-I ec> , ox
aS % 't>0-rf %I*,-- cA-j11ta C -Me is ?.t -Q v 'e*>p
v PuLAc-c r,>,o¢.S *-j A" &k sr -1 rc
-'yfRvcttlRE C4vye)
1"-113 (3) (4L) r-vFAbA 5rMM
REVIEWED FOR CODE COMPLIANCE
5F
PLANS EXAMINER
DATE
SANFORD BUILDING 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
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
#16-3268
Guide to Aluminum
Construction in
High -Wind Areas
ASCE7 Supplement
to the 2010 Guide
Published by the Aluminum Association of Florida
3165 McCrory Place, Suite 185 • Orlando, FL 32803
www.aaof.org • info@aaof.org
V2010
ALLOWABLE SPANS for Primary Members N Screen Wats (Posts/Cobrnns)
Wind Zone = 140 MPH Design Pressure:
FOR Screen Mesh: 18/14
wo
cc
cr
18.5
Chapter 2 - Screen Rooms
Alloy: 600575/606176
Post /Column
4'-0'
lead Widths or Spaang
4'-6" 51•0" 5'•6"
6'-0"
6'-6"
7'-0"
ALLOWABLE SPANS for Pririary Members In Sween Wags (Posts/Columns)
81-0'
2" X 2" X 0.046" X 0.046" Hollow
5'-3"(1)
Tabes 203d
4'-8"(1)
4'-6"(1)
Wind Zane =
130
MPH
3'-10'(1)
Design Pressure:
15.8
PSF
Exposure B
a
0
6'-6"(I)
FOR Screen Mesh:
18/14
5-10'(1)
S -T(1)
S-5"(1)
2" X 3" X 0.05" X 0.05" Snap
8'-3"(1)
Mean Roof Heigh ? 30 R
0
7'-0"(1)
Alloy: 600575/606176
6'-5"(1)
load Width or Spacing
6'-0"(1)
5'-l0"(1)
2" X 4" X 0.050" X 0.050" Hollow
8'-11"(1)
8'-4"(1)
LL
7'-T(1)
Post /Column
4'-0"
9'-6"
S-0'
7•6"
6'-0'
6'•6"
7'-0'
7'�i'
8'-0"
O
z
T-9"(1)
2" X 2" X 0.096" X 0.096" Mellow
5'-8"(1)
S-4"(1)
S-i"(1)
4'-10"(1)
4'-T(1)
4'-5"(1)
4'-3"(1)
4'-2"(1)
4'-0"(1)
0
6'-8'(1)
2" X 3" X O.OS' X 0.05" Hollow
8'-3'(1)
T-30"(1)
T-5"(1)
T-1"(1)
6'-9"(1)
6'-6"(1)
6'-3"(1)
6'-1"(1)
5'-10"(1)
a
u
2"X5"X0.05"X0.116" SMB
2" X 3" X 0.05' X 0.05" Snap
8'-11"(1)
8'-5"(1)
7-11'(1)
T-7"(1)
7'-3"(1)
6'-11"(1)
6'-9"(1)
6'-6"(1)
6'-3"(1)
0
10'-5'(1)
2" X 4" X 0.050" X 0.050" Hollow
9'-T(1)
9'-0'(1)
B'-T(1)
8'-2"(1)
T-10"(1)
7'-6"(1)
T-3'(1)
7-0'(1)
6'-9"(1)
a
f
2" X 4" x 0.05"X 0.05" Snap
10'-T(i)
!0'-0"(1)
9'-6"(1)
9'-1"(1)
8'-8"(1)
8'-4"(1)
8'-0"(1)
7-9"(1)
7'-6"(1)
z
1T-11'(2)
2" X 5" X 0.050" X 0.050" Hollow
91-11"(1)
9'-4"(1)
8'-10'(1)
8'-5"(1)
8'-1"(1)
T-�3"(1)
7-6"(1)
T-3"(1)
7'-0"(1)
20'-T'(2)
2"X 10"X.092"X.389" SMB
2"X4"X0.046"X0.10" SMB
8'-9"(1)
8'-3"(1)
T-10"(1)
T-6"(1)
T•2"(1)
6'-11'(1)
6'-8"(1)
6'-5'(1)
6'-2'(1)
J
a
W
9'-4"(1)
2"XS"X0.05"X0.116"SMB
10'-8'(1)
10'-1'(1)
9'-T(1)
9'-1'(1)
8'-9"(1)
8'-5"(1)
8'-1"(1)
7'-10"(1)
7'-7'(1)
S
H
11'-4"(1)
2"X6"X0.05"X0.12" SMB
10'-5'(2)
11'-3'(1)
10'-8"(1)
10'-2"(1)
9'-9"(1)
9'-4"(1)
9'-0"(])
8'-9"(1)
8'-S'(1)
O
2"X7'X0.055"X0.12'SM8
13'-3"(1)
12'-6'(1)
11'-10"(1)
11'-3'(i)
10'-10"(1)
10'-5"(1)
10'-0'(1)
9'-8"(1)
9'-4"(1)
z
O
2'X8X.072"X0.224" SMB
29'-8"(2)
23'-3"(2)
22'-1"(2)
21'-1"(2)
20'-2"(2)
19'-4"(2)
18'-8'(2)
18'-0'(2)
1T-S(2)
Ln
�_
2"X9"X.082"X.306" SMB
31'-6"(2)
29'•8"(2)
28'-2"(2)
26'-10"(2)
25-8"(2)
24'-8"(2)
23'-10'(2) 22'-11"(2)
22'-3'(2)
2"Xl0'X.092"X.389' SMB
37-11"(2) 35-10"(Z) 33'-11'(2)
32'-5"(2)
31'-0"(2)
291-10'(2)
28'-9"(2)
2T-9"(2)
26'-10"(2)
z
3" X 3" X 0.090" Hollow
10'-8'(1)
10'-1'(1)
9'-6"(1)
9'-1'(1)
8'-8"(1)
8'•4"(1)
8'•1'(1)
7-T(l)
T-6"(1)
rW
3" X 3" X 0.125' Hollow
14'-1"(1)
13'-6"(1)
12'-10"(1)
12'-2"(1)
I1'-8"(1)
11'-3'
G
cc3
W
x
F
5
0
2
F
3.
s
a
z
s
O
W
O
x
z
0
v
0
a
W
W
m
O
r
O
z
0
0
N
O
'a
O
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Page 2 - 54
ALLOWABLE SPANS for Primary Members N Screen Wats (Posts/Cobrnns)
Wind Zone = 140 MPH Design Pressure:
FOR Screen Mesh: 18/14
wo
cc
cr
18.5
Table 203e
PSF Exposure B
Mean Root Heigh ? 30 R
Alloy: 600575/606176
Post /Column
4'-0'
lead Widths or Spaang
4'-6" 51•0" 5'•6"
6'-0"
6'-6"
7'-0"
7'(�'
81-0'
2" X 2" X 0.046" X 0.046" Hollow
5'-3"(1)
4'-11"(1)
4'-8"(1)
4'-6"(1)
4'-3"(1)
4'-1'(1)
3'-11"(1)
3'-10'(1)
3'-8"(1)
2" X 3" X 0.05" X 0.05" Hollow
T-8"(1)
7'-3"(1)
6'-10"(1)
6'-6"(I)
6'-3'(1)
6'-0"(1)
5-10'(1)
S -T(1)
S-5"(1)
2" X 3" X 0.05" X 0.05" Snap
8'-3"(1)
T-9"(1)
7'�"(1)
7'-0"(1)
6'-9"(1)
6'-5"(1)
6'-3"(1)
6'-0"(1)
5'-l0"(1)
2" X 4" X 0.050" X 0.050" Hollow
8'-11"(1)
8'-4"(1)
7'-11"(1)
7'-T(1)
T-3"(1)
6'-11"(1)
6'-9"(1)
6'-6"(1)
2' X 4^ X 0.05" X 0.05' Snap
9'-10"(1)
9'-3"(1)
8'-10'(1)
8'-0'(1)
T-9"(1)
7'-5"(1)
T-2"(1)
6'-I1"(1)
2" X 5" X 0.050" x 0.050" Hollow
9'-2"(1)
8'•8"(1)
8'-3'(1)
7-10"(1)
T-6'(1)
T-2"(1)
6'-11'(1)
6'-8'(1)
6'-6"(1)
2"X4"X0.046"X0.10"SMB
8'-1"(1)
7'-8"(1)
T-3"(1)
6'-11'(lj
6'-8'(1)
6'�"(1)
6'-2"(1)
5-11'(1)
5'-9"(1)
2"X5"X0.05"X0.116" SMB
9'-11"(1)
9'-4"(1)
8'-10"(1)
8'•5"(1)
8'-1"(1)
7'-9"(1)
T-6"(1)
T-3'(1)
6'-11"(1)
2"X6"X0.05"Xo.12" SMB
10'-5'(1)
9'-11"(1)
9'-S(1)
9'-0"(1)
6'-8"(1)
8'�"(1)
8'-1"(1)
r-10"(1)
2"X7'X0.055"X0.12" SMB
12'-3"(1)
11'-T(1)
LO' -0"(1)
9'-T'(1)
9'-3"(1)
8'-11"(2)
8'-8'(2)
2'7(8X.072"X0.224'SMB
22'-10"(2)
21'-7"(2)
20'•5'(2)
19'-6"(2)
I8'-8"(2)
1T-11'(2)
17'-3"(2)
16'-8"(2)
16'-2"(2)
2")(9"X.082"X.306" SMB
29'-2"(Z)
2T-6'(2)
26'-1"(2)
24'-10"(2) 23'-10"(2) 22'-10'(2)
22'-0"(2)
21'-3"(2)
20'-T'(2)
2"X 10"X.092"X.389" SMB
35'-2"(2)
33'-2'(2)
31'-5"(2)
29'-11"(2)
28'-9"(2)
2T-7"(2)
26'-T(2)
25-8"(2)
24'-10"(2)
3" X 3" X 0.090" Hollow
9'-10"(1)
9'-4"(1)
B'-10"(1)
8'•5"(1)
8'-1"(1)
7'-9"(1)
7'-5"(1)
T -2'(I)
6'-I1"(1)
3" X 3" X 0.125' Hollow
13'-3"(1)
12'-6'(1)
11'-10"(1)
11'-4"(1)
(1)
10'-5'(2)
10'-5"(2)
ld-1"(2)
ALLOWABLE SPANS for Primary Members N Screen Wats (Posts/Cobrnns)
Wind Zone = 140 MPH Design Pressure:
FOR Screen Mesh: 18/14
wo
cc
cr
18.5
Table 203e
PSF Exposure B
Mean Root Heigh ? 30 R
Alloy: 600575/606176
Post /Column
4'-0'
lead Widths or Spaang
4'-6" 51•0" 5'•6"
6'-0"
6'-6"
7'-0"
7'(�'
81-0'
2" X 2" X 0.046" X 0.046" Hollow
5'-3"(1)
4'-11"(1)
4'-8"(1)
4'-6"(1)
4'-3"(1)
4'-1'(1)
3'-11"(1)
3'-10'(1)
3'-8"(1)
2" X 3" X 0.05" X 0.05" Hollow
T-8"(1)
7'-3"(1)
6'-10"(1)
6'-6"(I)
6'-3'(1)
6'-0"(1)
5-10'(1)
S -T(1)
S-5"(1)
2" X 3" X 0.05" X 0.05" Snap
8'-3"(1)
T-9"(1)
7'�"(1)
7'-0"(1)
6'-9"(1)
6'-5"(1)
6'-3"(1)
6'-0"(1)
5'-l0"(1)
2" X 4" X 0.050" X 0.050" Hollow
8'-11"(1)
8'-4"(1)
7'-11"(1)
7'-T(1)
T-3"(1)
6'-11"(1)
6'-9"(1)
6'-6"(1)
2' X 4^ X 0.05" X 0.05' Snap
9'-10"(1)
9'-3"(1)
8'-10'(1)
8'-0'(1)
T-9"(1)
7'-5"(1)
T-2"(1)
6'-I1"(1)
2" X 5" X 0.050" x 0.050" Hollow
9'-2"(1)
8'•8"(1)
8'-3'(1)
7-10"(1)
T-6'(1)
T-2"(1)
6'-11'(1)
6'-8'(1)
6'-6"(1)
2"X4"X0.046"X0.10"SMB
8'-1"(1)
7'-8"(1)
T-3"(1)
6'-11'(lj
6'-8'(1)
6'�"(1)
6'-2"(1)
5-11'(1)
5'-9"(1)
2"X5"X0.05"X0.116" SMB
9'-11"(1)
9'-4"(1)
8'-10"(1)
8'•5"(1)
8'-1"(1)
7'-9"(1)
T-6"(1)
T-3'(1)
6'-11"(1)
2"X6"X0.05"Xo.12" SMB
10'-5'(1)
9'-11"(1)
9'-S(1)
9'-0"(1)
6'-8"(1)
8'�"(1)
8'-1"(1)
r-10"(1)
2"X7'X0.055"X0.12" SMB
12'-3"(1)
11'-T(1)
LO' -0"(1)
9'-T'(1)
9'-3"(1)
8'-11"(2)
8'-8'(2)
2'7(8X.072"X0.224'SMB
22'-10"(2)
21'-7"(2)
20'•5'(2)
19'-6"(2)
I8'-8"(2)
1T-11'(2)
17'-3"(2)
16'-8"(2)
16'-2"(2)
2")(9"X.082"X.306" SMB
29'-2"(Z)
2T-6'(2)
26'-1"(2)
24'-10"(2) 23'-10"(2) 22'-10'(2)
22'-0"(2)
21'-3"(2)
20'-T'(2)
2"X 10"X.092"X.389" SMB
35'-2"(2)
33'-2'(2)
31'-5"(2)
29'-11"(2)
28'-9"(2)
2T-7"(2)
26'-T(2)
25-8"(2)
24'-10"(2)
3" X 3" X 0.090" Hollow
9'-10"(1)
9'-4"(1)
B'-10"(1)
8'•5"(1)
8'-1"(1)
7'-9"(1)
7'-5"(1)
T -2'(I)
6'-I1"(1)
3" X 3" X 0.125' Hollow
13'-3"(1)
12'-6'(1)
11'-10"(1)
11'-4"(1)
10'-10"(1)
10'-5'(2)
30'-0"(2)
9'-8"(2)
9'-4'(2)
Chapter 2 - Screen Rooms
X 2" OB @ PERIMETER
z N #1 : USE 'LONG LAG SCREWS INTO
g W HOST AND '/ 0 X 2�/a" LONG CONCRETE SCREWS
INTO NCRETE R MASONRY CONSTRUCTION
W (1" EMB ME TYPICAL) SPACING 24" O.C. AND WITHIN
°C 6" OF EA RPENDICULAR MEMBER
1" X 1" /16" GLES 2" LONG WITH 2-#8 X 1/2" LONG
N S.M.S T EACH TYPICAL EACH SIDE, TOP &BOTTOM)
O
HOST STRUCTURE EyE
CONNECTION WITH EXPOSED FASTENERS
1" X 2" OB @ PERIMETER \
Z REFER TO NOTE #1 - THIS SHEET
2- # 10 S.M.S. FROM INSIDE FACE OF
Lu 1 X 2 OB INTO SCREW SPLINES OF 1 X 2
US
cc OB (I" EMBEDMENT MINIMUM.)
a�C
REFER TO NOTE #1 - THIS SHEET
tnN
O
HOST -STRUCTURE ELEMENTS '
CONNECTION WITH CONCEALED FASTENERS
PARTIAL ELEVATIONS / 1" X 2" TO 1" X 2" CONNECTIONS
'�_l 2
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
0
Chapter 2 - Screen Rooms
1 X 2 OB @ PERIMETER 1 X B@ PERIMETER
FASTEN PER NOTE #1 \ N PER NOTE #1
_2" " HOLLOW %RECOWNGXCHANNEL
1 \
1" X 1" /8" ANGLES
( OF GIRT DEPTH
S 1/2") WITH POST /
2- #8 X 1/2" LONG S.M.S.
AT EACH LEG. (TYPICAL
TOP & BOTTOM)
CONNECTION W/ EXPOSED FASTENERS
1 X 2 OB @ PERIMETER
FASTEN PER NOTE #I
GIRT (DETERMINED
BY TABLE)
NOTE #1 : USE 1/4"0 X 3" LONG LAG SCR"S INTO
WOOD HOST AND 1/e"0 X 2'/0" LONG ON
SCREWS INTO CONCRETE OR MASONRY
CONSTRUCTION (1" EMBEDMENT TYPICAL)
SPACING 24" O.C. AND WITHIN
6" OF EACH PERPENDICULAR MEMBER
12- # 10 S.M.S. FROM INSIDE FACE
OF 1 X 2 08 INTO SCREW SPLINES
OF HOLLOW GIRT (1" EMBEDMENT
T MINIMUM.)
CONNECTION W/CONCEALED FASTENERS
PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2 CONNECTIONS
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
2
1" x 1" x 1/e
2" LONG wr
S.M.S. AT EP
(TYPICAL EA
Chapter 2 - Screen Rooms
CONNECTION W/ EXPOSED FASTENERS
4 - # 10 S.M.S. FROM INSIDE FACE OF
POST INTO SCREW SPLINES OF HOLLOW
GIRT (1-1/2" EMBEDMENT MINIMUM) —
GIRT OR
CHAIR RAIL
SELF MATING POST
CONNECTION W/ CONCEALED FASTENERS
GIRT TO POST CONNECT-IGN ` f C5
2
Page 2 - 15 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 2 - Screen Rooms
ROOF PANELS (SELECT
PER TABLE 201)
%moi i � � � �i �� � i� i i� i♦
I
0 X t S.M.S.O
S.M.S. INTO
2" X 2" X.046"J SCREW BOSSES
CONTINUOUS
HOLLOW POST
HOLLOW POSTS W/ 2" X 2" HEADER
ROOF PAN
(� PER TABLE 201)
a a s e a s m a e e ®c s s o s a a
(4)-# 10 X 4"
2" X 2" X.046" S.M.S. INTO
SCREW BOSSES
SELF -MATING POST
2X2
POSTS TO SIDE WALL HEADER CONNECTION C6
(PARTIAL ELEVATIONS @ WALL FACE) 2
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 2 - Screen Rooms
4 EACH # 12 SMS 5/8.0 20 GAUGE
STEEL WASHE VANIZED OR 304
STAINLESS)0/ BONDED SELF-SEALINGe-
MAMWOR APPROVED EQUIVALENT)
PER ROAM
3" RISER ROOF PANEL
(SELECT FROM TABLE 201)
BEAM
/ SECTION
ROOF PANEL FASTENING DETAIL #1 C2
(3" RISER PANELS) 2
1/4" 0 THRU BOLT W/ I -pr- 1,1L�IA
0 10" O.C. (TYPICAL) - 3/8" 0 BOL
REQ'D FOR 6" THICK ROOF PANELS
C
77 C)0 go
cr , , C O
l0
— v —
CONTINUOUS ANGLE
2" X 2" X 1/8" FOR EDGE BEAMS
FOR INTERMEDIATE BEAMS
2" X 2" X 3/16" THICK
W/ #14 SMS 0 6" O.C. (TYPICAL)
COMPOSITE ROOF PANEL
(SELECT FROM TABLE 201)
NOTE. THE 2"X2-XI/8" CONTINUOUS ANGLE MAY
BEAM SELECTED FROM TABLE BE ELIMINATED BY BOLTING THE COMPOSITE
202 (MAY BE HOLLOW OR PANELS THRU THE SUPPORTING BEAM
SELF-MATING/LAP EXTRUSION
SECTION
ROOF PANEL FASTENING DETAIL #2 C2
(COMPOSITE PANELS) 2
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 PaS
Chapter 2 - Screen Rooms
COMPOSITE ROOF PANEL
(REFER TO TABLE 201)
RECEIVING CHANNEL WITH
#14 X 3/4" S.M.S. @ 10" O.C.
TOP AND BOTTOM
J w
r.,0 0v
FASTEN TO FASCIA WITH
1/."0 X ZIA" LAGS 12" ON CENTER
ALONG HEADER
NOTE: FASCIA MU ' NOMINAL,
1" NOMINAL FASCIA MAY B
AUGMENTED TO 2".
COMPOSITE ROOF PANEL CONNECTION TO HOST FASCIA
EXISTING FASCIA
# 14 SMS 10" ON CENT
THRU RECEIVING CHA
INTO PANEL TOP AND
r�
WALL
0
rJ
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
u-
0
O
a
Z
• EXISTING MASONRY
• OR WOOD FRAMED
a
' HOST STRUCTURE
_
PERIMETER WALL
~
'
f
CL
z
3
W
S
H
F
WHERE PROXIMITY OF HOST EAVE PROHIBITS
o~c
INSTALLATION OF FASTENER INTO TOP OF PANEL,
a
FASTEN PANELS @ BOTTOM W/ 6 EACH #14 SMS
PER PANEL (THIS APPLIES ONLY TO MAXIMUM
p
ROOF PANEL SPAN OF 12' AND A ROOF HEIGHT
J
OF 8', ALL OTHER APPLICATIONS REQUIRE SITE
_
SPECIFIC ENGINEERING)
3
z_
c
EXISTING MASONRY OR
W
WOOD FRAMED HOST
a
STRUCTURE PERIMETER WALL
a
uj
EXTRUDED OR MINIMUM .040 THICKNESS
of
ROOF HEADER (A.ICA. RECEIVING CHANNEL)
WITH 1/4"0 X 21h" LONG LAG SCREWS FOR
z
LUMBER MOST 1 PER STUD - 3/8'V X 2'h"
LONG MASONRY SCREWS FOR MASONRY
N
HOST @ 16" O.C.cc
_
c�
a
rJ
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
PRODUCT APPROVAL COVER SHEET
CUSTOMER NAME: eer-of+l
CUSTOMER ADDRESS: �O(, Loc,l, (-0,„,)
MANUFACTURER PRODUCT APPROVAL NUMBER
6 1► �e, /Zoop- FL 75-61 R -3
Florida Building Code Online
C Cd:Waaraq �
eCIS Home Log In . user Repbtration
not Topa : suomd su�arye ' suits a FaW
Busines
cilt Approval
0USM: PUN
Professional
USM: PUNIC Wer
Regulation
®
F,ee,it •eererY Meng > rYeaua a •oeiau•n
Scan:n > Aooiranon Liu > AppnolMon 0WWI
FL #
FL7561-R3
Application Type
Revision
Code Version
2014
Application Status
Approved
Comments
Archived
Page 1 of 2
=WE
/J
Pu01Katlare : Fec SUIT � OC1S Sire Mao ' Unks : sm"
Product Manufacturer Site Aluminum Corporation
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
dk@dolomengsneering.net
Auttiorized Signature Do Kim
d kodokimengineering. net
Technical Representative Dan Cooke
Address/Phone/Emaid 1801 NW 64th Street
Ft. Lauderdale, FL 33309
(954)491-3700
elitealum0aol.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Introduce0 as a Result of New Technology
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Flonda Professional Engineer
✓. Evaluation Report - Hardcopy Received
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
Do Kim, P.E.
PE -49497
Quality Auditing -Institute Ltd.
11/30/2020
James L. Buckner, P.E. at CBUCK Engineering
Validation Checklist - Hardcopy Received
1709.2
http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuCe... 7/9/2015
Florida Building Code Online
Product Approval method Method 2 Option B
Date Submitted 04/30/2015
Date Validated 05/01/2015
Date Pending FBC Approval 05/10/2015
Date Approved 06/23/2015
Summary of products
r
Page 2 of 2
FLA
I Model, Number or Name
Description
7561.1
Aluminum/Aluminum Composite
3"/4"/6"x0.024"x1lb EPS Composite Panel,
Panels
3"/4"/6"x0.032x1lb 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
FL7S61 R3 Il EIRP FL7S61-R3 2014 FBC Installation
Approved for use outside MVMZ: Yes
Dwo.odf
Impact Resistant: No
Verified By: Do Kim, P.E. PE 49497
Design Pressure: +80/-80
Created by Independent Third Party: Yes
Other: In HVHZ, not to be used In structures considered
Evaluation Reports
living areas per FBC Section 1616 unless impact protection
FUS61 R3 AE Elite Alum FL7561-R3 2014 FBC
is provided. See installation drawing for nominal allowable
Evaluatlon.odf
design pressures and spans.
Created by Independent Third Party Yes
ONest
contact Us: - 19N Hart" Monroe Street. 7alhnesXe FL 32399 Phone: 850.467-1824
The State of Flora& d on AA/EEO emp"r, toovMht 2007.2013 Stale M Florida... Pnvacy Statement :: Access.oditV State,"rrc :: Rcnrnd Slatement
tinter Flondo law, even addresses are pudic records If you do not went vow e -recoil address reteased In response to a puWK-reWfdS reauest. Uo not Send
efeClrolrrc mad to this thirty. instead, contact the write by phone or by traditional mall. It you hive any due;Wns, please contact 650 057.1395. •owsWnt to
Section 4552751 1). Florida Statutes. effective October 1, 202, IKensm licensed under Chapter 455, G.S. nwst provide Me Department w Ur an enwd address if
they nave one he !marls provided may be used for of al commun Ouon wrtn the licensee. However enact addresses are DUDIK record. U you do not wish to
supply a personal address, Oaks* provide Ne Deparlirent wrtr. an entai address which can be matle available W the public. To detennure it you are a licensee under
Chapter 455. F.S., PIe4Se Ord hire .
Product Approval Accepts:
®®EEM
credit! eAFE
http://%krww.tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsgJkzX72BeuCe... 7/9/2015
DO KIM & ASSOCIATES, LLC
CONSULTING STRUCTURAL ENGINEERS
Florida Board of Engineers Certificate of Authorization No. 26887
Product Evaluation Report
Date: April 10, 2015
Report No.: FL# 7561-R3
Product Category: Roofing
Product sub -category: Products introduced as a Result of New 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 of Business and Professional Regulation Rule
61G20-3, 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, 5d' 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.
00 �GE7igt,/'j1
� o.a
9 � E
O�
Al L
4-25-15
Do Kim, P.E.
FL #49497
P.O. Box 10039 813.857-9955
Tampa. FL 33679 dk@dokimengineering.net
Sheet I of 3
DO KIM & ASSOCIATES, LLC
CONSULTING STRUCTURAL ENGINEERS
Supporting Documents
I. Code Compliance
a. The product assembly described herein has demonstrated compliance with the Florida
Building Code 5d' Edition (FBC), Section 1709.2.
2. Drawings:
a. Drawing No. FL -1001 titled " EPS Foam Core Composite Panels", sheet 1-1, 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, HETI-06-
2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HETT-06-2107, NETT -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,
HETT-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, HETI-05-2048, HETI-05-2036,
HETI-05-203 1, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-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. (QAI
Laboratories, LTD.) (FBC Organization #QUA7628).
P.O. Box 10039 813.857-9955
Tampa, FL 33679 dk@dokimengineering.net
Sheet 2 of 3
DO KIM & ASSOCIATES, LLC
CONSULTING STRUCTURAL ENGINEERS
Limitations and Condition of Use
I. Code Compliance
a. The product assembly described herein has demonstrated compliance with the Florida
Building Code 5" 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 carpenter brand EPS adhere to aluminum facings with Ashland Chemical 2020D
ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication
methods.
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/I 80 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 contusion,
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. Allowable 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
ELITE PANEL SPAN TABLES
3' x OW4 a I LI) LT'S I'ANt,LS
(ALL11YARI i N EAR SPAN CHARTS)
rn I
At LL V4
LUAU (PS. I'
MAX. ALLOWABI C VAN (F h
L/Av L. la^0 /140 L/240
/if0
1
-Tiff-
1
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_
R-
NII
_T"_ -t - -P r -
ii ii
1
T
0'ST-%37--,M;-.]
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DESCRIPTION = ` ' TE'PTe
A portion of LOT 1, SE= J, BIDOM XApm UNIT 1-C, as r000rded in plat Sock 17, pages SS
and 56, of the public Records of Ssalnols County, Florida; described as follows#
Beginning at the Southwest corner of said LOr 1, rum M 11020111' t along the West lot line
of said LOT 3, a distance of 109.659 feet to the Northwest corner of said LOT 1, said Corner
being on a curve concave Northarly, and having a radius of 50.00 foots thence from a tangent
bearing of 9 76019.19' If run sastorly•alonq the aro of said curve 10.934 toot through a
central angle of 12°11117's thaws rum S 19015101' W 105.11 test to the point of beginning,
NID LOT 1, 81= J, SIDD= LAZZ UNIT 1-C as recorded is plat Book 17, pages SS and 56 of the
Public boords of Seminole County, Florida, loss faros the Northwest corner of said LOT 1,
said point also being on the Soutbwestarly right-of-way of Loch Low Lane, run S 60°57127' W
along the Northwesterly property line of said LOT 1, 113.061 toot to the point of beginnings
thence run S 01051111' W 67.511 test to a point on this South line of said Xor 6, said point
being 111.096 feet ff 59011106.5' W fr= the Southeast corner of said LOT 1, thance sus N
59011.06.5• W along said South line of wr 1, 12.192 feet, thence run H 760S8'12' W along
the Southwastarly line of said Lor 1, 159.119 foot, thence run North along the Westarly line
Of said LOT d, 25.00 feat, thence rum But 195.919 feet to the point of bsglan' S.
APPRO X- WATER EDC•�F /O-3/-69
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SWAGGERTY LAND
SURVEYING 9 INC.
3550 S.R. 46 W.
SANFORD, FLORIDA 32771
4107) 322-4630
Ok to install screen room with concrete as
shown on plan. Meets area and dimension
regulations for SR -1A zoning district.
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HEREON WAS MADC OM ACC 1RDANCE TO THE
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DATE OF: SURVEYM: IN TN[ STAT: OF FLORIDA
!H Ill OIl .IND CH. 1 : HI'. -5 I.A.C.
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FLORIDA BUILDING CODE 2014- 5TH EDITION
AFF GUIDE TO ALUMINUM CONSTRUCTION 2010
RESIDENTIAL- MAX MANO SPEEO-130 MPHAXPOSURE "B"
2015 FLORIDA STATUTE 489.113 SECTION 9 (B)
STATES:
'ANY STRUCTURE UNDER 1,200 SQUARE FEET DOES NOT REQUIRED AN
ENGINEER'S SIGNATURE. FOR THE PURPOSE OF ISSUING BUILDING PERMITS,
LOCAL BUILDING OFFICIALS SHALL ACCEPT SUCH DRAWINGS, SPECIFICATIONS,
OR PLANS WHEN SUBMITTED BY ANY LICENSES CONTRACTOR.
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E TO ALUMINUM CONSTRUCTION 2010
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tUCTURE UNDER 1,200 SQUARE FEET DOES NOT REWIRED AN
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NEW 4" CONCRETE SLAB, 6" THICKENED EDGE,
3000 PSI w/ FIBERMESH.
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REQUIRED INSPECTION SEQUENCE
BP# IG , Address:
BUILDING PERMIT
Min Max Inspection Description
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 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
ELECTRICAL PERMIT
Min I Max I Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
MECHANICAL PERMIT
Min Max Inspection Description
Mechanical Rough
Mechanical Final
Min Max Inspection Description
Gas Underground
Gas Rough .
Gas Final