HomeMy WebLinkAbout421 Elliott Ave (3)CITY OF SANFORD
BUILDING & FIRE PREVENTION
4 PERMIT APPLICATION
Application No: d 5�
aDocumented Construction Value: $ %/ j ��5 (
�v Job Address: 117 D*fi a Historic District: Yes ❑ No ❑
Parcel ID: J3 D - PF 31 - 6�7S =6006 - 6 AFL(O Residential Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration Repair •❑ Demo ❑ Change of Use ❑ Move El
Description of Work: %nLSO 'e, eigiA0 SCleef) _2 C,4Q5V 6+akk.•
Plan Review Contact Person: (� Sel)-eZ Title: ( wyn) .
Phone: , Rio ,-) 7 c3r-- ((61Y1 ,5— Fax: 2&,�;- 6 b U67 Email: 6t Af)6-Hr L,,-�ai'�40ez e /um,a)m Co�j
Name
Street:
City, S1
nformation
Phone: 7 6-7- ff 6 d- -�,/
Resident of property? : 7._�
Contractor Information
Name C �'e���ill��l)iJ� Phone:
Street: oo 45� f n, Fax: J D
City, State Zip: 00'1-X9 3 State License No.:
Architect/Engineer Information
Name: l)) Je—,h&d Phone: ima
Street: Y .'/U J V /�� I Cc r) G' Gy Fk �l Fax: 3
City, St, Zip: �Jt�ICCIi��%, /-" (✓ �D E-mail: n
Bonding Company: Mortgage Lender: V�i
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. 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: 51' 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 of this county, and there may be additional permits required from other governmental entities such "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 work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature of .tor/Agent Date
Pri l�Contractor/Agent's Name
Sig 1aatr&efN6tftf
:.teA ANNETl E lid EA.TON
n
MY COMMISSION #FF119937
EXPIRES May 20, 2018
(407) 308-0153 Florida Notar , .fvice.com
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ . Gas ❑ Roof ❑
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
Flood Zone:
# of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads
APPROVALS:' ZONING: -3 `24o-1116 LITIES:
ENGINEERING:
COMMENTS:
FIRE:
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING:
x 14' (392 square foot) screen room and a
Ok to remove existing screen enclosure and install new 28
30' x 15' (450 square foot) elite roof.
Revised: June 30, 2015 Permit Application
2/6/2018 SCPA Parcel View: 30-19-31-525-0000-0440
blrnan.crl Property Record Card
f(P►Parcel: 30-19-31-525-0000-0440
w�dircc�u�nxaocta Property Address: 421 ELLIOTT AVE SANFORD, FL 32771-2225
Parcel Information i Value Summary
__----_- _._----------------------.._._-__.._.._,
Parcel
30-19-31-525-0000-0440
Owner
COCHRAN, GREGORY M
COCHRAN, ANDREA K
Property Address
421 ELLIOTT AVE SANFORD, FL 32771-2225---
Mailing
421 ELLIOTT AVE SANFORD, FL 32771-2225
Subdivision Name
FORT MELLON
Tax District
S1-SANFORD
DOR Use Code
01-SINGLE FAMILY _
Exemptions
00-HOMESTEAD(2011)
is
Legal Description
LOTS 44 45 + N 20 FT OF
LOT 46
FORT MELLON
PB3PG69
Taxes
11M
2018 Working
Values
2017 Certified
Values
Valuation Method
Number of Buildings
i Cost/Market
T 1
Cost/Market
! 1
Depreciated Bldg Value
Depreciated EXFT Value
$160,457
$2,000
I $151,113
i $2,000 -
Land Value (Market)
--- _.-.... - ...... _
j $41,160 -
$41,160
Land Value Ag
Just/Market Value "�
$203,617
i $194,273
Portability Adj
-
Save Our Homes Adj
$62,326
$55,888
--- - ---
Amendment 1 Adj
P&G Adj$0�---
$0
-
Assessed Value
$141,291 $138,385
Tax Amount without SOH:
$2,911.00
2017 Tax Bill Amount
$1,847.00
Tax Estimator
r
Save Our Homes Savings:
$1,064.00
* Does NOT INCLUDE Non Ad Valorem
Assessments
Seminole County GIS I
Taxing Authority
Assessment Value Exempt Values
Taxable Value
County General Fund
,291
Schools
-
T---------$141,291 ;
$25,000
$$96
,291
City Sanford
$141,291 I
$50,000
$91,291
SJWM(Saint Johns Water Management)
j $141,291
$50,000
$91,291 l
County Bonds
; $141,291 {
$50,000 j
$91,291
Sales
' Description
Date
Book
Page
Amount
Qualified
Vac/Imp
WARRANTY DEED
1 10/1/2017
i 09011
0746
j
$73,100 No
Improved
WARRANTY DEED
j 12/1/2010
; 07497
! 0518
$168,000 Yes
Improved
WARRANTY DEED
11/1/2004
05518
0259
$206,000 I Yes
Improved
WARRANTY DEED
_
7/1/1990
02202
2002
1
$132,500 Yes
i Improved
QUIT CLAIM DEED
2/1/1989
1 02059
0829
$100 1 No
Improved
WARRANTY DEED
8/1/1986
± 01764
- 1414 1
$125,000 ,'. Yes
Improved '-
Find Comparawo sales
Land
Method Frontage Depth
Units i Units Price i Land Value
FRONT FOOT & DEPTH 140.00 138.00) 0 ! $300.00 ! $41,160
http://parceldetaii.scpafl.org/Parce[Detailinfo.aspx?PID=30193152500000440 1/2
Office/Warehouse/Showroom 116 Servicing
720 N. Volusia Avenue Volusia/Flagler
Orange City, FL 32763 E.D SENEZ Seminole/Orange/Lake
Phone 386-775-4915 ALUMINUM SPECIALISTS, INC. Osceola/Sumter/Marion
Fax: 386-775-0089 "ESTABLISHED 1980"
Toll Free: 855-775-4915 RX-0059404
CONTRACT SUBMITTEDTO:
HOME PHONE:
N07� $��! d 9�
DATE:
1/4WI ff
NAME:
10 A21t (.er-, 1Arj
HIS WORK:
CELLO'
STREET: (,� t /�
! AIL L /07 AVt. ,
HER WORK:
CELL:
CITY: //++
.7 ,,j ro a-rz,
STATE:
a
ZIP:
EMAIL:
MA2 aG e (V?A Z k 6C-j+aAfj, 6VM
SUBDIVISION:
YEAR BUILT:
HIS BIRTHDAY:
HER BIRTHDAY:
ANNIVERSARY:
jype of Estimate:
Screen Room ❑ Glass Room ❑ Acrylic Room ❑ Lanai ❑ Replacement Windows ❑ Gutters
❑ Soffit/Fascia ❑ Vinyl Room ❑ Pool Cage ❑ Vinyl Siding ❑ Hurricane Panels ❑ Gutter Protection
❑ Other:
)( Color #1 etz Oil- fi� ❑ Color #2
Details:
RE ^t'` U VC , � X � S � � �►� .SL�'L.j�.�N �N C L.v S r, ��' � �nr � Nk>f<r'12� � Rev. � �:
l �v 5 �Ac d_ A 2 8' X �'� i 5 EOM w r4la A 30 IS PZo o r.
v� �uvF (TA�J �EAnA� �/00 6A H)
�`� � kt�.tc �.A��. w►` fN zo
36
iNc�.fAQES ta�,Mu�✓m4
v� �k���-,� �1��.�.�1�w �' /.�st,��.��+f,�.�
or re,,,,,
, w,2AfI 4- M WU�JOc7l� , �! f3 � a r► „v im
✓
VAIS�UCK ( }0 I�,GJ�1404�a /,V Pam,"CC%
r �}
rAM 3kAM�
C� yt7U lN�+dwra Fv2 �n� o✓,as.- ate oV��'��t.��, ,
yup /,VCJ_J,0d0 +10 Rr_Mv✓C Fit' t �v� Ruda
Total Price:
12 - f I4 W G EK5 roa- F,ZNA 1. by S 4A4c 33% Deposit:
„ Draw:
I
F
Final Payment
This notice is to ensure that every item discussed during our sales presentation and all understandings arrived at with our Sales Consultant have been included in the sales
price and noted on the contract. IF YOU ARE UNSURE OF ANYTHING, please take the time now to clarify the items in question. Please verify thaLall verbal commitments
are noted somewhere in the contract package. Any agreements with any other contractor (such as concrete or electrical work) will be strictly between the homeowner and the
other contractor, unless price is included in our price.
"Buyers right to cancel" You may cancel this agreement by mailing a written notice by certified mail or telegram to the seller postmarked no later than midnight of the third
business day after this agreement was signed. You may use this page as the notice by writing "I hereby cancel" at the bottom and adding your name and address.
The Parties understand and agree that the contractor shall not be liable for delays caused by strike or other labor disputes, weather conditions, delays in obtaining materials,
acts of God or other causes beyond the company's control
In the event that Ed Senez Aluminum Specialists, Inc. is unable to obtain all of the required permits or approvals from any and all regulatory authorities having
jurisdiction over the property in order„to commence construction within 90 days of this contract, the contractor has the option of canceling the contact, refunding the deposit and each
will have no further obligation to the other. Upon cancellation of the contract, purchaser will have the option to re -write a new contract at the current price.
Owner acknowledges that the contractor has agreed to furnish only the materials, improvements, labor and services set forth above and that any additional
materials, improvements, labor and services will require additional payments and an additional contract.
Owner further acknowledges and they have read this entire contract, they fully understand all of the terms contained herein, that they have been given an exact and fully
completed copy hereof, and this contract is subject to the final acceptance of the seller.
TERMS: A finance charge of 1 1/2% per month which is an annual percentage rate of 18%, will be added to all accounts 5 days past due. Any costs incurred as a result of non-
payment of invoice including court costs and attorney's fees will be sustained by the customer. Customer accepts full responsibility for property and injury occurring while work
is done under customer's direction. Employees of Ed Senez Aluminum Specialists, Inc. are fully covered by Worker's Compensation and General Liability Insurance for all work
done under the direction of Ed Senez Aluminum Specialists, Inc.
Ed Senez Aluminum Specialists, Inc. accepts no responsibility for any written and/ox verbal., aim! (s) not depicted within this contract.
Labor Warranty -Lifetime Authorized Signature _ J _ Et�ts,�
Material Factory Warranty _ NOTE: This proposal I ma�y-b withdrawn by us if not accepted within 3a days
I-ArcgfUncr of Tontrart
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as
specified. Payment will be made as outlined above.
Signature
%�
Date .Signature
//V
Ed SeMez Aluminum Specialists. Inc.
72ON.VOLWS\AAVENUE " ORANGE CITY, FL32763
1 1 lereby acknowledge receipt of a copy of the above statement as
required by Florida Statute 713.015 and Linder penalty of peljUry I
represent to Ed Senez Aluminum Specialists, Inc. that I am one of the
is -
Signed: Dated:
Signed: ��,��'�rA^
`���������^ &������k�.
Ed Senaz Aluminum Specialists, inc. gives Q Lifetime Labor Warranty on all now installs, This warranty dno8 not cover the
° Repairs ioanother company's install
° Willful abuse tothe mobahmlorinstall byhomeowner
° Normal wear and tear
° Negligence nrfailure 1opnmidenormal maintenance and cleaning
" Damages caused by 'act of na1une`auuh als h^e. |ighining, vv|ndstormn, haU urcthor�euse�
beyondthe control of Ed SenozA|uminum Specialists, |nr
VVegive Uhiswarranty beoaucSowig are inour installation and our EdSarlezA|uminumSpeoieUsts' Inc- will
not be liable for any damages in breach of this warranty or any implied warnanty.Tkis oomp|eka|y ����neo the, �arrunty cf Ed
BnnezA|uminu[n Specialists, Inc. any implied warranty will not be extended beyond the terms vvriften above.
This is e Labor (!nata||odion)Warranty only, ail maLehed warranties are factory only and not given orimp|iad by Ed Gen�z
THIS INS MENT PRE D BY: ?iRtyhlT I'i�al.l�`f r SF i°IIhIC)LE C:QUhf i` t
Name: CLERK OF CIRCUIT COURT & CONPTROLLE:R
Address: C t E;t; `C1T�. E's "'2�, is€F`"�"
c. CLERK'S Y 2018028139
u RECORDED I;i:; 114- -201 :€1t:,i•:?� .;' t°il°I
RLC(IRDING FEES i$10 i_Ifi
NOTICE OF COMMENCEMENT RECORDED BY=r_(tenrij
Permit Number: Parcel ID Number.3 U " I '1 n
- , :i ) 0 6 0 " G L%VZ)
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 PROFERT%(Legal description of the prpperty an 2qaddress if available)
Z. GENERA4DESCRIPTIONQFIMPROVEMENT:_
3. OWNER INFORMA
Name and address:
Interest in property:
Fee Simple Title Holder (if other than owner listed above) Name:
Address:
4. CONTRACTOR: Name: CCN�1`Jt C (� Phone Number,
Address:— � 19/U,5tf6 A (f, Z'
5. SURETY (If applicable, a copy of the payment bond is attached): Name:
6. LENDER:
Address:
Phone Number.
Amount of Bond:
r-G 3,;-?) l
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by $ection
713.13(1)(a)7., Florida Statutes.
8. In addition, Owner designates
Phone Number:
of
to receive a copy of the Lienoes 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.
of Owner or Lessee, or Owner's or Lessee's nt Na d Provide Signatory's Title/Office) C=:)
Authorized Officer0rector/Partner/Manager) N
State of 't lW& . County of arjf1C't"
The foregoing instrument was acknowledged before me this W day of Fmouayl,
by i C ' 1 Who is personally known to me 0 OR
Name of person making statement (� 1
r�°yh;y
who has produced Identification ❑ type of identification produced: 1" u,.7L_
o
u
M(CHELLE SANDLFlSON
n - -
L7uui,r
y p°pG pdc Lary Public. Slate of Florida Note Signature
n U
Commissiontt FF 195946
pu,
M
My comm. expires Mar. 23. 2019
u n. v
w
•''"GAO
F�x•va
_.
w z,w
43U S,.^
y'
ODt
hen Room/Sun Roorsi/Fill in
11,Screen/Cage (Non-Rernovabfe Screen — Designed to withstand actual Wind Speed)
Port
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
DATE
Address: Lf D-rF e-,
A-
Da'
z
'Contractor Name:
SANFORD BUILDING
'-AddreW§,.
Eta SE ZAL U M I N U M
720 N. VOLUSIAAVE:
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
City:
ORANGE C1 I Y, FL 327eS
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY To VIOLATE, CANCEL, ALTER OR SET
-F'�
'21P Code.,
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
Phone/Fax:
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
Engineer: Michael Thompson, MSc, P.E. (P.E. # 47609)
4401 Vineland Road- Suite A6 Orlafido ' FL 32811
,Qffice:407-734-1470 Cell: 407-721-2292
Project Manager Paul Thomas 386-479-9504 Faz 8887923-8181
Email:
Website: CA#30930
POOGutterL
Dome El Gable Mansard
■
E Fascia[ Wall. BlockF-1 Conventional
la
Note: In the event that there is a ponfiict 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. (PE947509)
:4401 Vineland Road Suite A6, C d2ndo, FL 32811
(cA#30930)-Ph 407--734-1470I'Fax 407-734-1790
A 5
.,minor ... .(wL. _..n E e e
General Notes & Desilln 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.
Design Codes:
Florida Building Code 2017 (61 Edition)
Aluminum Design Manual 2015
ASCE 7-16
Design Loads:
Pursuant to FBC Chapters 16 & 20
Ultimate Wind: -130 MPH (FBC Table 2002.4) (35 psj)
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 I 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 the drawings.
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
AS a M S C
DA ninurr s jr_. ; on En g Cg
Structural Aluminum:
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum
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 '/4" 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 Chair 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 3/4"
Reinforcing 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
A5 DA .. r . n o s .. r .... u c- on e e n
Hole Alignment: l �c
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
8'4"
3" Spans 13'-
6"
3" Spans 15'-0"
6" Spans 20'-0"
2 X 4
8'-6"
2 X 4
8'-0"
2 x 5
1 10'-0"
2 x 5
9'-0"
2 X 6
1 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 15' 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 1'4' 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
�r412-1
Z, 3
F Fay,
In the event of a conflict in member sizes shown on
the plans and the general notes, the contractor must
utilize the more stringent member size requirements.
k
y2�3
I
ALUMINUM
SCREEN
EXTRUDED FASCIA IS ATTACHED TO
DESIGN6"
6" C CHANNEL IS ATTACHED THRU FASCIA INTO RAFTER TAILS WITH 910 2" 6" FROM
INSULATED ROOF WITH 910 1" 6"
ENDS 24" O.C. & TO 6" INSULATED ROOF WITH (6) #10 1" PER SIDE
FROM ENDS 24" O.C.
EXTRUDED GUTTER IS ATTACHED
6" INSULATED ROOF WITH #10 1" 6"
FROM ENDS 24" O.C.
ROOF IS ATTACHED TO FRONT WALL
WITH (4) 910 7" PER PANEL
2X2 POST .046 OR GREATER
StRaftl]
2X3 FRONT WALL TOP PLATE
HINGE LOCATIONS
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 1" 6" FROM ENDS 24" O.C.
KICK PLATE IS ATTACHED TO STRUCTURE
WITH 410 1" 6" FROM ENDS 18" O.C.
ALUMINUMSCREENDESIGN.COM
AL UMINU M S C R E END E S I GN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) 910 3",
CAPRI CLIPPED WITH (4) #10 1" PER CLIP
BLIND CLIPPED WITH (4) #10 1" PER CLIP
1X2 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) #10 1" PER CLIP
DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH
" INSULATED ROOF IS ATTACHED TO
.LUMINUM STRUCTURE WITH #10 7"
" FROM ENDS 24" O.C.
2X3 SIDE WALL TOP PLATE
1X2 IS ATTACHED TO BLOCK STRUCTURE
WITH 2-1/4" X 1/4" TAPCONS 6" FROM
ENDS 24" O.C.
2X3 SIDE WALL UPRIGHTS
2" X 2" X 1/8" ANGLE IS ATTACHED TO
UPRIGHT W/ (2) #10 1" & INTO CONCRETE
W/ 2-1/4" X 1/4" TAPCON
2X2 CHAIR RAIL
1X2 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 THOMPSON
4401 VINELAND ROAD
SUITE A6
RkAtd�)' 811
'P-1. # 47509
4.CA#30930
ri Ilda
<. Product Approval
USER: Public User
d_
Product Approval Menu > Product or ARplication Search >Ap
—12lication List > Application Detail
FL #
FL7561-R4
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
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
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Do Kim, P.E.
Evaluation Report
Florida License PE-49497
Quality Assurance Entity QAI Laboratories
Quality Assurance Contract Expiration Date 12/30/2022 ,
Validated By CBUCK Engineering
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL7561_R4_COI_Cert of Independence.pdf
1709.2
httnl/www.floridabuildinq.orq/pr/pr app dU.aspx?param=wGEVXQwtDgsgJkzX72BeuCecN82vc%2bRBYM6sOHgAjmo%3d 1/2
3/8/2018
Product Approval Method
Florida Building Code Online
Method 2 Option B
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products_
08/15/2017
08/16/2017
08/20/2017
10/10/2017
FL #
Model, Number or Name
Description
7561.1
i
Aluminum/Aluminum Composite
Panels
3"/4"/6"x0.024"x1lb EPS Composite Panel, 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
Approved for use in HVHZ• Yes
Approved for use outside HVHZ:IYes
Impact Resistant: No
Design Pressure: +80/-80
Other: In HVHZ, not to be used in structures considered living
areas per FBC Section 1616 unless impact protection is
provided. See installation drawing for nominal allowable design
Installation Instructions
FL756 _R4_13_2017 FBC-Elitg Aluminum Corp -Install
Instruct.pdf
Verified By: Do Kim, P.E. PE 49497
Created by Independent Third Party: Yes
Evaluation Reports
FL7561 R4_AE_FL 7561 Evaluation Report-2017 FB(: df
Created by Independent Third Party: Yes
pressures and spans.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. opvrieht 2007-2013 State of Florida.:: Edy r Statement :: Accessibility 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 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 have
one. 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 an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,
please click here .
Product Approval Accepts:
offlWORRIM
Credit
s
Safe
".. /A."..., nrn/nr/nr ann citLasnx?naram=wGEVXQwtDQSQJkZX72BeuCecN82vc%2bRBYM6sOHgAjmo%3d 2/2
DO Kim & ASSOCIATES9 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 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
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 h 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.
O,,Y,
�'�®,.
Nc, 49d9>
LU. `
=A0 SiATEpf �W
(c�,SFCORI4P �j� Tho—hos � eje oo:m[ ned. du.rahoor.
I rmPEonthbda=jn,,J)j9elSignenfRPlntedsoPWoof
cument fhb do. trot m ddered9gnedendsfxkda dMe
" �' sign s monD v Ofied on arty 6-onk coEles.
Do Kim, P.E.
FL #49497
P.O. Box 10039 813.857-9955
Tampa, FL 33679 dk@dokimengineering.net
Sheet 1 of 3
DO Kim & ASSOCIATESp LLC
CONSULTING STRUCTURAL ENGINEERS
Suuuortine Documents
1. Code Compliance
a. The product assembly described herein has demonstrated compliance with the Florida
Building Code 6t' Edition (FBC), Section 1709.2.
2. Drawings:
a. Drawing No. FL- 1001'titled `BPS Foam Core Composite Panels", Sheets land 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, HETI-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=OS-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-05-2031, 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 comparativeand/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@dokiinengineering.net
Sheet 2 of 3
Do Kim & ASSOCIATESp ;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`h 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-H154 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
ELITE PANEL SPAN TABLES
3' x 0,024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
ALLOWABLE NET MAX. ALLOWABLE SPAN (FT)
LOAD (PSF)1 I L/80 I L/120 I L/180 I L/240
4' x 0.024 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
19.00 1
19,00
17.17
16.53
20
l5.01
15.01
15.01
1 .95
.... --3p. .. _..
...12.50
...-l2.Sp..
...1250-._...
11.38-... .
40
10.97
10-97
10.97
9.80
30
9.92
9.92
9.44
622
60
9.13
9.13
7.51
3M
70
B.S2
8.Se
3.58
lA7
80
8.02
11.02
3.64
-
6' x 0.024 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
23.00
21.24
21.47
2085
20
19.06
18A6
18A6
IBA6
3D
15,13
15.13
15.13
15.13
40
13.34
1114
13.34
13.31
50
12.10
12I0
I2.10
10.91
60
11.17
11A7
11.17
BA3
7D
10.44
10.44
1030
5.95
80
9.85
983
843
3A7
GENERAL. NOTES
1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
3' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
L13A➢ (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180 I
L/240
10
1750
1750
16.91
15.96
20
16.64
15.96
14.06
12.16
30
15.17
14.06
11.21
8.36
40
13.69
12.16
8.36
1.36
50
12.22
ID26
5.51
0.76
60
10.75
8.36
2.66
70
1 9.27
6.46
-
0
1 7.80
4.56
4' 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
20.50
20.50 1
20.11
1924
20
19.61
19.24 1
17.49
15.74
,. 30_..... _.,.
18.17.._
.17A9. ...
IIB7. _.._12.24
,.
40
16.72
1 5, 74
12.24
8.74
15.28
13.99
9.62
3.23
60
13.94
12.24
7AD
1.75
70
12.40
10.49
4.38
-
80
10.95
8.74
1.75
-
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
24.00
1 24A0
1 24A0
23.42
20
23,34
23.21
21.82
20.22
30
22.10
21.63
19.42
17.02
10
20.86
eU5
17.D2
13.82
58
19.62
18.47
14.62
10.62
60
18.38
16.89
IE.22
7.42
70
17.14
13.30
9.82
422
13.11
-le
7.42
1 1D2
3' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET I MAX. ALLOWABLE SPAN (FT)
4' x 0,024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/BO
L/120
L/180
L/240
30
21.97
21.97
21.32
20.97
20
20.77
20.77
19.56
18.76
19.371937
18.211836
1B36
16. 5
14.
17.16
17.16
14.99
12.13
M
13.96
15.96
13.24
9.93
14.75
14.75
11.58
7.72
13.55
13.53
9.93
5.31
6' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 I L/80 I L/120 I L/180 I L/240
1. Composite panels shall be constructed using type 3003-14154 aluminum facings, 1 or 2 PCF ASTM C-578 carpenter brand FPS
adhere to aluminum facings with Ashland Chemical 20201) ISO grip. Fabrication to be by Flite panel products only in
accordance with approved fabrication methods.
2. Elite roofpanels maintain a UL 1715 (int) class'B' (ext) rating and are NER-501 approved.
3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code
61h Edition (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.
4. 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.
5. Deflection limits and allowable spans have been listed to meet FBC including the H VIIZ. 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 HVLIZ
requirements are met.
6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for
Aluminum Structures Part 1 and conforms to the FBC Chapter 16 and 20.
7. Testing has been conducted in accordance to ASTM E72-05: Strength Test of Panels for Building Construction.
8. Reference test reports: HETI-05-1988, HETI-06-2104, HETI-06-2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HETI-
06-2107, HETI-05-1987, HETI-06-2069,1{F.TI-06-2070, LIETI-06.2071, HETI-05-1994, IIETI-05-1991, HETI-06-2072,
HETI-06-2073, IIETI-06-2074, HETI-05-1996, HETI-05-1989, IIETI-05-1993, HETI-05-1985, HETI-05.1995, HETI-05-
1990. HETI-05-1997, IIFTI-05-2037, HETI-05-2029, HETI-05.2039, HETI-05-2030, HE-1-1-05-2041, HETI-05-2048, HE'FI-
05-2036, IIETI-05-2031, HETI-05-2038, IIETI-05-2065, HETI-05-2040, FIE'I'1-05-2042.
9. Linear interpolation shall be allowed for figures within the tables shown.
10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include
3' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)1 I L/80 I L/120 I L/180 I L/240
4' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET I MAX. ALLOWABLE SPAN (FT)
6' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET I MAX, ALLOWABLE SPAN CFT)
SEAL JOINT WITH
CONTINUOUS CAULKING
0000 000000
)0000000000r�
BOTTOM FAEINGS
OPTIONAL
GUTTER OR
DRIP CAP
SLOPE 4' MAX WIDTH INTERLOCKING
y ,11 PANEL (1/4'/FT MIN SLOPE)
MO�0-0-0-0-0- 52 EPS CORE ILB OR 2LB 0_0,0_0
ALUMINUM BOTTOM -' I
I FACINGS
Imo--- CLEAR SPAN (L> INSIDE 70 INSIDE
"0
00
DO
D.H.
ADD THICKNESS OF
WALL FOR TOTAL
PANEL SPAN,
00
00
00
O
00
00
36' MAX IN FRONT 8 25%
17' PANEL WIDTH M SIDES
(12' MAX AT SIDES)
ENGINEER OF RECORD TO PROVIDE
FOR ROOF CONNECTIONS t
SUPPORTING STRUCTURE DETAIL BY
THIS OR ANY OTHER ENGINEER.
EPS ROOF PANEL/ SPAN DESCRIPTION
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10008
Tampa, FL 33879
TaF. (813) 857.MS
Q
J >
Q
uj K
2m 7dza-
c � aW. 2 Q
�dCD M FMU
Q =)
U O LL m 7 w
C " Qa.
U _1 w
Lu
a O � V �
Q
IL CDin
V
W Q
LL
Q0. �� Ng.,"4T
DOVE'171i1(IM, P.E.'
FLA. REG. NUMBER 49497A y,
DO KIM 6 ASSOCIATES,LI((FO :
Drawing No. - FL-1001
SHEET 1 OF t
2P 1 e6-I3�
.4�
Ok to remove existing screen enclosure and
install new 28' x 14' (392 square foot) screen
room and a 30' x 15' (450 square foot) elite
roof.
BOUNDARY SURVEY
LEGAL DESCRIPRON: LOTS 44, 45 AND THE NORTH 20 FEET OF LOT 46, FORT MELLON, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT BOOK 3, PAGE(S) 69, OF 7HE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
SCALE: 1 "=30'
c -q4
15' ALLEY
h
s; o S00107'41 "W 139.77' (M) 140.00' (D) o boo 0
60.0' (P) 60.0' (P) 2010(D)'`
1.0 B. F17h 1.2
4
` N. 20'
LOT 44 : ` LOT 45 OF REMAINDER
LOT 46 LOT 46
Z 4'
:PORCH:
w ' •.'I2.6 •:::Jai•:•:
• • M J2.7 3QB Q
ONE STORY o
s w
LOT 43 2' " LOT 47
' 96 ' 29.4 r 6.0 h h
.. .Lo : ,r • ' .,PORCH: • 36.0
�...
30.8
Opp q9 00 ABC BRICK
Rl .
�cby :COaC.`: `' w
%PR
1r \�G•
BLOCK0 9 1 ry0
caRNER p ryry
N900000_Wo�� 60.0' (P) ': t7.4':..":~` 60.0' (P) "t7 .. 20.0' (D)'� 0' (D)
180.58' (P6:M) . : i.� 6.4 : i :. • 4,—
• .. ..
i . ••
NOOVO'00"E '.'; �;i4D;:to' (M) 140.00' (D) I
1 w I
N"
I I
ELUOTT AVENUE
(100' R/W)
•.
RIGHT—OF—WAY LINE CEN BARB INRE FENCE MVD FENCE b'ca' CHAT PLASA} E
CRLIN£
COSMOPOLITANA/C
— AIR CONDITIONER I.R. — IRON ROD P.O.0 — POINT OF COMMENCEMENT
TITLE AGENCY,
A — CENTRAL ANGLE I.R.C. — IRON ROD dt CAP PO:t — POINT ON LINE
BLK — BLOCK L — ARC LENGTH P R.rE — POINT OF REVERSE CURVE
C.B.C.—CHORD BEARING L.B. —LAND SURVEYING BUSINESS +•�PRM.F:kj PERMANENT REFERENCE
C.B.S. — CONCRETE BLOCK STRUCTURE L.S. — LAND SURVEYOR MONUMENT
T/Y
C.M. — CONCRETE MONUMENT M — MEASURED P.T. — POINT OF TANGENT
1 (�
INC.
CONC. — CONCRETE N — NORTH R — RADIUS
D — DEED NQD — NAIL AND DISK R/W — RIGHT OF WAY
D.E. — DRAINAGE EASEMENT P — PLAT $/W — SIDEWALK
E — EAST AC. — POINT OF CURVATURE S — SOUTH
F.F.E. — nNISHED FLOOR ELEVA77ON FIX= — POINT OF COMPOUND CURVATURE U.E. — U71LITY EASEMENT
FND — FOUND P.CP. — PERMANENT CONTROL POINT — HE. T
ID. — IDEN71F7CA7ION P.L — PROPERTY LINE W.f.. WI70D FRAME S7RUC7URE
-
I.P. — IRON PIPE P.O.B. — POINT OF BEGINNING 0 - 112' O.R.C. PSM L8/7371
DRAWN BY.'
CHECKED BY.
NOAM4;
M P
B R E TT
BEARINGS SHOWN HEREON ARE BASED UPON
1) 19 based on the lega eserlpHan as prodded by
THE CENTERLINE OF ELLIOTT AVENUE BEING
N00 00'00' E ASSUMED
2) w has not abstracted th land shown hereon for
CERTIFIED TO.
ntA rights of way or restrict 9 of record which may
MARK COCHRAN
the file or use of the land
3) struct property lines IronCOSMOPOLITAN
SEMINOLE MONEY TREE
4)t7ng owrhon n oeo except os shownOLD
TITLE AGENCY, INC.
'ro n ut"'s haw been aced except a96)
REPUBLIC NATIONAL TITLE INSURANCE COMPANY
Long Surveying, Inc.
y Is at wild without the signo re and the orig/nolCOMMUN/1Y
N0:
Specializing in Residential Surveying"
seal of Rarldo Ikensed Surveyor d Mapper
120289
LB No. 7371
I c / that this surw wo mode under m
h y y
drrectlon and that It meets the minimum t chnica standards
PANEL- SUFFIX: F.I.R.M. DATE•
0070 F 09/28/07
143 Villa Di Este Terrace #113
Lake Ma FL 32746
Mary,
of 6fF1orldolAd nistrativeode`I
°Mc �sh In
FLOOD ZONE.
PP Chapter�G17
X
Office 407-330-9717 or 407-330IV716
Pursuant to section 472.027, nor statutes
Fax 407-330-9775
SURVEY No. FIELD DA7E.•
A f1 A 0 A ^ 1 /-r) /1 rl
www7 rinil:cri7FUFvaNf: ! /TIVf'
RIEQURIEIlD INSPECTION ON SEQUENCE
Bpff- I . 12<Sc
i Rum1DMKG PIBRMT
Min
Max
I ns ecdon Descid >t on.
Footer / Setback
Stemwall
Foundation / Form Board. Survey
Slab ! Mono Slab Pre our
Lintel / Tie Beam / FilI / Down Cell
Sheathing— galls
Sheathing— Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrocic
Lath Inspection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building -
Final Door
Final Window -
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final.
Pre -Demo
Final Demo
Final Single Family- Residence
Final. Building. Other
.Address: c.uot-►
Nun
Max
Ins2ecdon,Descri2tion
Electric. Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
. ,
.:. '
MIln
�,�� tStII��.�'.. 'ti AJ\>'il/""LWit Z!.kN,V�':t .Gn�inv�l. .{.i 7 .IF Rspf�'C�7Sfy?
11:1 a �) "�l,+1�Cx"''�( pKa';4��!"ts.+,„,�•�F4` �',.NMa.'4'
`�'€lt`".i..S.�7.. ...V&:L�'r?.Sai K^UstL. L"!il nr' a.
Max I[ns2eettion Desc:! >tn®n
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
h
Mnn
Max
Ilnnsectionn I[Desc rnjnfn®nn
Mechanical Rough
Mechanical. Final.
Min
max
rhsg2ectieu.11Descri iflon
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014