HomeMy WebLinkAbout120 Bella Rose CirCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: / U7s S
Documented Construction Value: S T3 W..
Job Address: A;o 'Relp pd-p C.,>z(,lQ, Historic District: Yes No
Parcel ID:
Type of Work:
Description of Work:
Plan Review Contact Person/
I:
Phone: t4t+ __M out
Residential Commercial
Property Owner Information
Name I ijP (A 1 ' Phone:
Street: /00 Resident of property?
City, State ZipEpoD :9, ontractor
Information q64
Name1LAIllaS• Phone: b Street: G
Fax: q6-4 3V9 qM City, State
Zip: State License No.:d Arch itectlEngineer
Information Name: 76mixix,
Phone:q`(7/
5A
326d Street: Fax:
City, St,
Zip: U 1 E-mail: Al UA)lnoma 2 u, -fly? MG) V 06 . ILO In- 1.3
Bonding Company:
Address: Mortgage
Lender:
Address: WARNING
TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application
is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,
heaters, tanks, and air conditioners, etc. FBC 105.
3 Shall be inscribed with the date of application and the code in effect as of that date: 5u' Edition (2014) Florida Building Code ti J 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 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 ]CC 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 info
bD done in compliance with all applicable laws regulating
Tcont
Sign re o wnerlAgent Date Signature of
VOTARY PUBLIC
STATE OF FLORIDA.
Comm# EE155667
Expires 1 /2412016
Owner/Agent is _ P sonally Known to Me or
Produced ID
is
of ID 21 4_4
Print
ation is accurate and that all work will
zoning.
6—1 r
Date
vyt IV f/X."P ; ofar; MARK BELEW Signature
of Notary -State of Florio _.4'_P F.-
7- _D l@tary Public - State of Florida NceoMy
Comm. Expires Dec 27, 2016 Fo1
q Commission # EE 860951 Contractor/
Age t is Personally Known to Me or Produced
ID 1. Type of ID -t.- QL- 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: 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:
Zee
worik l COMMENTS:
10 lY)S Q 13I X D, , r h l l'I') Itf msgItXr 1'O4' (/s 99.
f' bi iiModd 20` reaV- 4540CP, and Revised:
June 30, 2015 Permit Application
CONTRACTORS INVOICE
s
WORK PERFORMED AT:
TO:
ao ncl1r=1I&aSA C-izd c
DATE YOUR WORK ORDER NO. OUR BID NO.
DESCRIPTIONoOwokk PERFORMED
wA I K o ry i rr,, ii -Qf1 ZoJ - w4k
AAk
1 . - i- --, 35 - - • 1 . fill '
1
1 Ied1NL7A iJ
t r l
All Material is guaranteed to be as specified, and the above work was performed in accordance with the drawings and specifications
provided for the above work and was completed in a substantial workmanlike manner for the agreed sum of
This is a Partial Full invoice due and payable by:
Month
Dollars ($ ).
Day Year
in accordance with our Agreement Proposal No. Dated
Month Day Year
NC3822 CONTRACTORS INVOICE.
THIS INST U E P EABED BY;
Name:K
Address: -Jl r,-% (T4.Ls-4A1M4,t4t' F-V
W-.•.• • 1 v • -.
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number:
MARYANNE MORSEA SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMrTROLLER
BK 8524 Pq 1043 (11'9s )
CLERK'S A 2015087469
RECORDED 08/10/` 015 02:r-1:19 PM
RECORDING FEES $10-00
RECORDED BY .ieckenro
Parcel ID Number: Q"1 "I "3 -S- O A-d 606
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.
Legal_fieracrip)ion of the grope fty and
i ao `>3 ii A Fa eJ c e .s',iXrn1) i'i r-k-441
GENERAL DESC IPTIO OF IMPROVEMENT: p
ON:
Address: 1 c1U ISe I I iA ICO S P V
Fee Simple Title Holder (if other than owner) Na
Arlrtraee•
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)(b), Florida Statutes.
Name:
Address:
In addition to himself, Owner Designates of
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date 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 pe
of
s of a ury; I declare t t have read the foregoing and that the facts stated in it are true
o t be t my o le ge and bet' f.
Owner s Signature Owners Printed Name
Florida Statute 713.13(1)(g):," The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead "
yq 1-
t/ State of fa County
of ( nI-~--5 The
fo
goi g instrument was knowledge efore me this d by /'Q
L'L Cti.•(/(/. Name persGn
making statement/ OR who
has produced identification L6 of identifi t KELLY
LEE NOTARY PUBLIC
S STATE
OF FLORiDA Comm# EE155667
s4NCE M0
Expires 1 /24/2016 1 C ('
ay
Oof ,20/\ Who is
personally k wn to me tin t5 •
vOiN
11. W 0
z
2Q
t RECORD COPY
I* Ian Types:
ti Screen Room
Pool Screen%CageREVIEWED FOR CODE COMPLIANCE
Car Port
PLANS EXAMIN R
Patio Cover — Ss. 13-1
Other: DATE
ProjectAdd ss•lab 6ell VQS O Uq0 t
city: 7"
e
9, ? )9 t - 5 a3
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND N0T 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
Contractor Name: 1 Io-')Lpw` NP4. -j(-
1?'01LD1/V'0
Address: -5 'S py*-x
SANFORD
City:
l
AARTN F'
dip Code: `3"'3` ` q # 1 2Phone/Fax: L/0'J kil a 5- 5 4 5
Email: Z....o, Q MA t A d1,G
Choose One: Mail Pick Up F d Ex*[:] No of Copies
For- FedEx option go to vA%,w.alum tnumscreendesig .com and provide FedEx account: t)
Payment: Check[—] Credit Card
F(,r Credit Card option go to www.alum.inumscreendesign.com to pay by credit card)
Engineering prepared by:
Engineer: Michael Thompson, MSc, P.E. (P.E. # 47509)
5200 Vineland Road- Suite 250 Orlando, FL 32811
Off 407-529-3300 Cell 407-721-9992
Project Manager: Paul Thomas 386-479-9504 Fax 888-923-8181
Email: aluminumscreendesign(<Dyahoo.com
Website: www.aluminumscreendesign.com CA030930
6.
yvT'",T^-X ` - , .o, •-.t a' F i . f ih t _ "; ° , .:s., i,: F .., ,.J a 4.7 4
Ultimate Wind Speed (mph): Ll Exposed Category:
Screen Roo
Insulated Pan Roof
Fascia UVall: Block Gonven#ioy al
Uprights' X Top Plate' X ick Plat
axa
Pool Screen/Cage :
Domey ble Mansard
Gaatter l lall: ck ElConventional
Beams X Uprig X Purlin X_
Car Port:
Ins ted Pan
Fascia l: Block Conventional
Beams X ost X
Patio' Cover:
Ins Pan[]
Fascia 11i1a Block Conventional
Beams X st X
C Risk Category:.
NQ
0u_D/Nc
SANFORD
15 -2545
Concrete:
Existi ' New 4" lab[-] Pier Ribbon Footer X Pavers
Other:
Note: In the event that there is a conflict with the design plans and the 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.
RJOA DAIUMI'NUM SCREEN DESIGN
DO 5 AlUnIen"f'. Cn lIVUdaL% CagljIc—_Zing
General Notes & Design Standards
Screen Patio Room Enclosure)
The following are general design standards. More stringent design standards may be noted on the plans. In the event
of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more
stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction.
Design Codes:
Florida Building Code 2014 (51 Edition)
Aluminum Design Manual 2010
ASCE 7-10
Design Loads:
Pursuant to FBC Chapters 16 & 20
Ultimate Wind: -130 MPH (FBC Table 2002.4)
Risk Category: -See attach site specific plan sheet (FBC Table 1604.5)
Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3)
Additional Load requirements:
Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using
the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically
downward along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind
pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any
member, not occurring simultaneously with wind load.
Design Basis:
Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor
General Requirements:
Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of
information shown as correct and obligates himself to any expense, real or implied, arising from their use.
A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the
contractor and must be submitted to the engineer for approval.
The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify
all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or
structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans
prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the
review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall
bear no responsibility or liability for the construction of premises and accuracy of the drawings.
aFoundationandEarthwork:
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
5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310
www.aluminumscreendesign.com
ALUMINUM SCMN DESIGN03ASDA1U;-.Kf..%UM & CUBXtluG°Udn Enrgidarzricrla
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.
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'-9" 2 x 2 Purlins = 7'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 10'-0"
2 x 3 Chair Rail = 9'-0" 2 x 3 Purlins = 9'-0" 2 x 3 Wind Brace = 9'-0" 2 x 4 Wind Brace = 10'-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'/4"
ReinforcinLy 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.
SANFORD
O
OARTM
15'2545-
Hole Alignment:
Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips
and foreign matter between contacting surfaces shall be removed before assembly.
5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310
www.aluminumscreendesign.com
DALUMMUM SCREEN DESIGN
Alumi&um X ez:ifuctfeli En9tt9sc_xfng
Beams & Uprizhts:
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
Max Beam
Span & Max
Column Insulated Roof
Beam -Size Spacing Column -Size Max Column -Height Pan Roof Span Span
3" Spans 13'-
2 X 3 6'-0" 2 X 3 8'-0" 6" 3" Spans 15'-0"
6" Spans 20'-0" 2 X 4 8'-6" 2 X 4 8'-0"
2 X 5 10'-0" 2 X 5 9'-0"
Knee Bracing:
Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and
length requirements.
Purlin•
Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall
not exceed 7'-2".
q,0iLD/Nc
SANFORD
10F'°
AR1 <, ~
15-2545
5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310
www.aluminumscreendesign.com
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EX'TRUDE FASCIA IS ATTACHED 3" C CHANNEL IS D TO WOOD STRUCTUREALUMINUMSCREENDESIGNT'INSULADTED ROOF WITH #10 11' 6T0 6" FROM ENDS 24" O.C. ITO 33" INSULATED ROOF WITH 6 #10 1" PERSIDEIDS
FROM ENDS 24" O.C.
EXTRUDED GUTTER IS ATTACHED
3" INSULATED ROOF WITH 910 1" 6"
FROM ENDS 24" O.C.
ROOF IS ATTACHED TO FRONT WALL
WITH (4) #10 4" PER PANEL ,
2X2 POST .046 OR GREATER
2 HINGE
HINGE LOCATIONS
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24"
KICK PLATE IS ATTACHED TO STRUCTURE
WITH#10 1" 6" FROM ENDS 18" O.C.
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) #10 3",
CAPRI CLIPPED WITH (4) #10 1" PER CLIP
BLIND CLIPPED WITH (4) #10 1" PER CLIP
INSULATED ROOF IS ATTACHED TO
JLUMINUM STRUCTURE WITH #10 4"
FROM ENDS 24" O.C.
SIDE WALL TOP PLATE
1X2 IS ATTACHED TO FRONT WALL
WITH #10 2" 6" FROM ENDS 24" O.C.
es
Cil
p cn 1X2 IS ATTACHED TO WOOD STRUCTURE
2a' > N WITH #10 2" 6" FROM ENDS 24" O.C.
O
DOOR JAMB SIDE
CHAIR RAIL IS ATTACHED TO UPRIGHTS
WITH EITHER --
BLIND SCREWED WITH (3) #10 3",
CAPRI CLIPPED WITH (4) #10 1" PER CLIP
BLIND CLIPPED WITH (4) #10 1" PER CLIP
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) 910 2",
CAPRI CLIPPED WITH (4) #10 1" PER CLIP
BLIND CLIPPED WITH (4) #10 1" PER CLIP
1X2 IS ATTACHED TO CONCRETE
WITH 2-1/4" X 1/4" TAPCONS
5" X 1/4" IF THRU PAVERS)
Git rD n-&,r L'),7T)C ')All n !'
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 5200 VINELAND RD. ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH
@Q YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION)
SUITE 250
PHONE #: 3 86-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORL.ANDO, FL 32811
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.
FA.X # : 8 88-923 -8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION . # 47509
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS #3 O93 O
e00- MAP OF SURVEY
DESCRIPTION
LOT 74, CELERY ESTATES NORTH, AS RECORDED IN PLAT BOOK 71, PAGES 38 THROUGH 45,
PJBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
I
I
LOT 86 LOT 85
FND. 518' IR
I S 89'50'10" -W 60.00' PLAT
Not S 89'55' 17" W 59.91 ' MEAS
LOT 73
FND. DRILL I
N01
240.00' PLAT
239.98' MEAS
FNO. N&D
LB 4596
roH
LO 1'4
30LP 3
40. V
2 STORY
BLOCK & FRAME
ADDRESS # 120
3'x3'
CP
18.3' 10.15'
7.
ar 16'
cn •• CONd.' •
4 PTY:
t 0' U,E •i. •. ' c
1 = N 89'50' 10" E 60.00' PLAT
N 89'49'54" E 59.99' MEAS
BELLA ROSA CIRCLE (50' R/W)
TRACT E" (PRIVATE INGRESS & EGRESS)
N
I
I LOT 84
Mo. 5/8" IR
NOS
PROVED PLANS
ENG. DEPT. 0 rr M
1b i -60 1S' x 30' .
5CXeen room wAk
R 1 ;U[ abed r m'+. Mus+
a i YY12e.+ Min Imu Inn
o 20' reo"c se-oa Ck
O avid 1.5' Si
o SQ-k6CA-C C
3
LOT 75
O p
O O
FND. N&O
7LB 4596
1 —
DF,f OC71-41—LOT74 NOTEt UNDERGROUND UTILITIES AND FOUNDATIONS HAVE NOT BEEN SHOWN.
BOUNDARY SURVEY CERTIFIED TOI ROLANDA C. VILLIAMSI JP MORGAN FIELD DATE:APR. 5, 2013
CHASEI EQUILLIANCE CLOSING SERVICES, LLC. 1 OLD REPUBLIC NATIONAL SCALD 1'=20' 1 DRAWN BY, A. R.
TITLE INSURANCE COMPANY. BEARING STRUCTURE BASED ONI THE NDRTH
RIGHT OF WAY LINE OF BELLA ROSA CIRCLE.
THIS BUILDING/LOT IS IN FLOOD ZONE X, BASED ON FLOOD INSURANCE RATE 'MAP, NO.120289 0090 F. CITY OF SANFORD, FLORIDA.
LEGEND IR - IRON ROD
L - ARC LENGTH
Bc - BACK of CURB LB - LICENSE BUSINESS
CALC - CALCULATED MEAS - MEASURED
CENTERLINE MS - METAL SHED
G - CENTRAL ANGLE N&D - NAIL & DISK
CLF - CHAIN LINK FENCE NUMBER
CONC - CONCRETE OHE - OVERHEAD ELECTRICAL.
CBW - CONCRETE BLOCK WALL OL _ ON LINE
CM - CONCRETE MONUMENT POB _ POINT OF BEGINNING
CP - CONCRETE PAD POG - POINr OF COMMENCE&
CW - CONCRETE WALKWAY PC - POINT OF CURVATURE
COVD - COVERED Pp - POD POLE
DESC — DESCRIPTION P&M — PLAT & MEASURED
DW — DRIVEWAY R — RADIUS
DE — DRAINAGE EASEMENT R/W — RIGHT OF WAY
ESMT — EASEMENT TYP — TYPICAL
E/P — EDGE OF PAVEMENT UE — UTILITY EASEMENT
FFE - FINISHED FLOOR ELEVATION UB - UTILay BOX
FIND — FOUND WF _ WOOD FENCE
IRON PIPE GUY WIRE ANCHOR
M.A.P.
Land Surveying, Inc.
015 Curry Ford Rd.
Suite C
Orlando F1. 32812 Andrew, Perry, ,P
PH. 467 896 4557 Professional Su' veyar• *-Mapper 16124
FAX 407 277 3778 r+DT VAUD MWOUT THE SIGNATURE AND THE ORI(;NAL
RAISED SEAL, OR THE ELECTRONIC SIGMTURE AND SFAL
r.com LB ,#7084 OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER
7/1512015
Florida Building Code Online
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t, "' s, k-y+f,.o'iia - " — r ,-.t
BCIS Home Log In i User ' +• ..
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Business ' Registration Hot Topics ; Sub It Surcharge ; Stats & Facts Publications F f i
4
gCIS Site Ma ,Search
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Public User l'
gu!aii011 9 ,
Product Auo_ oval Many > Pmdtd ar Anolirt' c Anoia N-
i'llillpppp
UonDetailFL #.
RrAApplication
Type FL7561-R3 Code
Version Revision Application
Status 2014
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 Product
Approval Method Date
Submitted Date
Validated Date
Pending FBC Approval Date
Approved Elite
Aluminum Corporation 4650
Lyons Technology Parkway Coconut
Creek, FL 33073 954)
949-3200 dk@dokimengineering.
net Do
Kim dk@dokimengineering.
net Dan
Cooke 1801
NW 64th Street Ft.
Lauderdale, FL 33309 954)
491-3700 elitealum@aol.
com Roofing
Products
Introduced as a Result of New Technology Evaluation
Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer Evaluation
Report - Hardcopy Received Do
Kim, P.E. PE-
49497 Quality
Auditing -Institute Ltd. 11/
30/2020 James
L Buckner, P.E. at CBUCK Engineering Validation
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7/15/2015
Florida BUIding Code Online
FL #
Model, Number or Name
7561.1
Aluminum/Aluminum CompositePanels
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: YesImpactResistant: No
Design Pressure: +80/-80
Other: In HVHZ, not to be used in structures consideredlivingareasperFBCSection1616unlessimpactprotectionProvided. See installation drawing for nominal allowabledesignpressuresandspans.
Description
3"/4"/6"x0.024"x1lb EPS Composite Panel, 3"/4"/6°x0.032xi1bEPSCompositePanel, 3"/4"/6"x0.024"x2lb EPS CompositePanel, 3"/4"/6"x0.030"x2lb EPS Composite Panel,
Installation Instructions —
FI.7 61 R3 II Elite 1:11 1-1 4 I rer
verified By Do Kim,94 Inrta tion Dt_ vnrjf
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Florida law, privaa tat m nt :: a mail
addresses are Public records. If you do not want your e-mail address releasedo a public-records ulic- tot request,
dond t send eler
mailtothisentity. Instead, contact the office by phone or by traditional mail. If you have an , plea e a
tact
8 0.487. 95'Purs ant to S donotsendelectronic 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must one. The emails provided may be used for official communication
with the licensee. However mail addresses are public recOd with 8Ifyoudomail notwish address
If they supply
a personal
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DO KIM & ASSOCIATES9 LLC
CONSULTING STRUCTURAL ENGINEERS
Florida Board of Engineers Certificate of Authorization No. 26887
Product Ev cluation Re ort
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 EliteAluminumCorporationisbasedonFloridaDepartmentofBusinessandProfessionalRegulationRule61G20-3, Method (2) (b) of the State of Florida Product Approval. Re-evaluation of this product shall berequiredfollowingpertinentFloridaBuildingCodemodificationsorupdates.
Do Kim and Associates, LLC and Do Kim, P.E. do not have nor will acquire financial interest in thecompanymanufacturingordistributingtheproductorinanyotherentityinvolvedintheapprovalprocessoftheproductnamedherein.
This product has been evaluated for use in locations adhering to the Florida Building Code, 50' EditionFBC) and where pressure and deflection requirements, as determined by Chapter 16 of the FloridaBuildingCode, do not exceed the design pressures as shown on the approval.
EWA.,
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0. STATE OF
so ..........a,,.
NAL
4-25-15
Do Kim, P.E.
FL 449497
P.O. Box 10039
Tampa, FL 33679
gUILD
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OVA •,
15 _2545
813.857-9955
dk@dokimengineering.net
Sheet 1 of 3
DO Kim & ASSOCIATES, LLCCONSULTINGSTRUCTURALENQINEERS
Limitations and Condition of Use
L Code Compliance
a.
The product assembly described herein has demonstrated compliance with the FloridaBuildingCode5d' Edition (FBC), Section 1709.2. 2•
Large and small missile impact resistance has NOT been tested to or evaluated for in thisapproval. 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 ProductEvaluationDocumentandsitespecificengineeringalongwithallcomponentsnotedherein. 4.
Use of each product shall be in strict accordance with its Product Approval Evaluation andLimitationsofUse.
5. Composite panels shall be constructed using type 3003-H154 aluminum facings, 1 or 2 PCFASTMC-578 carpenter brand EPS adhere to aluminum facings with Ashland Chemical 2020DISOgrip. Fabrication to be by Elite panel products only in accordance with approved fabricationmethods.
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 requirementsoftheFBC, composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, ClassAinteriorfinish, and Chapter 26 Section 2603. All local building code amendments shall beadheredtoasrequired.
8. The designer shall determine by accepted engineering practice the allowable loads for sitespecificloadconditions (including load combinations) using the data from the allowable loadstablesandspansinthisapproval.
9.
Deflection limits and allowable spans have been listed to meet FBC including the HVHZ (L/80forspans < 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. Allowable panel spans shall not exceed those listed in the tables of DWG. FL-1001.
15 -2545
P.O. Box 10039
Tampa, FL 33679 813.857-9955
dk@dokimengineering.net
Sheet 3 of 3
DO Kim & ASSOC1A.TESC, LLCCONSULTING,
ENGINEERS
SunAortin Documents
1. Code Compliance
a. The product assembly described herein has demonstrated compliance with the FloridaBuildingCodeSolEdition (FBC), Section 1709.2. 2. Drawings:
a. Drawing No. FL-1001 titled "EPS Foam Core Composite Panels", sheet 1-1, PreparedDoKimandAssociates, LLC., signed and sealed by Do Kim, P.E. 3. Testing P P d by
a.
Testing per ASTM E72-05 as performed by Hurricane Engineering 8i 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-05-1993HETI-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-05-2031, 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 prepared5. Other based on comparative and/or rational analysis, prepared, and submitted by Do Kim, P.E.
a.
Quality Assurance Agreement verified with Quality Auditing -Institute, LTD. (QAILaboratories, LTD.) (FBC Organization #QUA7628).
1S-2545
P.O. Box 10039
813.857-9955Tampa, FL 33679
dk@dokimengineering.net
Sheet 2 of 3
L_1-11C rHNLL brAN IABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to de •
3' x 0.032 x 1 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET
MAX. ALLOWABLE SPAN (FT) ALLOWABLE
LOAD (PSF)1 ILL/Rn I npn .,en ,
4' x 0.032 x 1 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET
MAX. ALLOWABLE SPAN (FT) ALLOWABLE
LOAD (PSF)1 I /an I I ------7
6' x 0.032 x 1 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET
MAX. ALLOWABLE SPAN (FT) ALLOWABLE
LOAD (PSF)t VRn I i1 n
rive Ultlmate loads (psf) 3' x 0.024 x e - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET
MAX, ALLOWABLE SPAN (FT) ALLOWABLE
LOAD (PSF)1 I /Rn t n _
4' x 0,024 x 2 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET
MAX, ALLOWABLE SPAN (FT) ALLOWABLE
LOAD (PSF)1 I I isln I I .- I
6' x 0,024 x 2 - LB EPS PANELS
ALLOWABLE CLEAR SPAN CHARTS)
NET
MAX, ALLOWABLE SPAN (FT) ALLOWABLE
LOAD CPSF)1 II. /Rn t non
GENERAL NOTES -- L—
1 . Composite panels shall be constructed using type 3003-1-1154 aluminum facings, I or 2 PCF ASTM C-578 carpenter brand EPSadheretoaluminumfacingswithAshlandChemical2020DISOgrip. Fabrication to he by Elite panel products only inaccordancewithapprovedfabricationmethods.
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 ofthe Florida Building Code511Edition (1-'BC), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, andChapter26Section2603. 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 (includingloadcombinations) 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 IIVfIZ. In FIVI17 this product shall be usedinstructures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the Hv! IZrequirementsaremet.
6. Safety factor of2.0 has been use to develop allowable loads and spans from testing in accordance to the Guidelines forAluminumStructuresPartIandconfornnstotheFBCChapter16and20.
7. Testing has been conducted in accordance to ASrM Ii72-05: Strength Test of Panels for Building Construction. 8. Reference test reports: I IETI-05-1988,1I1i 1'1-06-2104, I1L'1'1-06-2066, 11E"1'1-06-2105, I IE'1'1-06-2067, IILTI-05-1002, 1IG11- 06-2107,FIETI-05-1987,IIETI-06-2069,IIETI-06-2070.(IETI-06-2071,IIETI-05-1994,IIETI-05-1991,IIETI-00-2072, HETI-06-2073, HETI-06-2074, HE1'1-05-1996, FIE"ri-05-1989. IiliTI-05-1993, I IE"f1-05-1985, IIli1'I-OS-1995, IIE"1"1-05- 1990, HETI-05-1997, HI_'TI-05-2037. 111a1-05-2029, IIE7'I-05-2039, I IETI-05-2030, HE"I'l-05-2041, 111:1'1-05-2048. IIIi"I'1- 05-2036, IETI-05.2031, I1111-1-05-2038, I ir:7"1-05-2065, FIETI-05-2040, I IETI-05-2042. 9. Linear interpolation shall he allowed f'or figures within the tables shown.
10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may includethestrengthofthefallbeamtoexceedshownfiguresasnarto1'sitr-cor"ir :.,.-
DO KIM
ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33678
Tel: (813) 857-9855
ISSUED FOR PRODUCT
APPROVAL
ISSUED FOR 2007
PRODUCT APPROVAL
ISSUED FOR 2010 FBC
PRODUCT APPROVAL
SSUED F 501
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APPROVAL
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ROOF PANEL/ SPAN DESCRIPTION Drawing No. - FL-1001 SHEET
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BP#
REQUIRED INSPECTION SEQUENCE
1 °5 - 2 5 4 5
Address: 2-O co t
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
Stemwall
Slab / Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Mobile Home Tie Down
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Family Residence
Final Building (Other)
ELECTRICAL PERMIT
Min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
PLUMBING / GAS PERMIT
Min Max Inspection Description
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
Gas Underground
Gas Rough
Gas Final
MECHANICAL PERMIT
Min Max Inspection Description
Mechanical Rough
Mechanical Final
REVISED: June 2014