HomeMy WebLinkAbout165 Pinefield DrSGE-TV, Building & Fire Prevention Division
�qAR 6 2018 PERMIT APPLICATION
placation No:
6Y:
Documented Construction Value: $ '�-006,Ob
Job Address: U A jSjgnUQ1gJ rjf Historic District: Yes❑Noz
Parcel ID: 3dDdO )ap Residential Commercial
Type of Work: New10 Addition Alteration Repair Demo Change of Use❑ Move
Description of Work:
Plan Review Contact Person: L-jb
Phone: qP ? 3o q t 3,� ss Fax:
Property Owner Information
Name /
1 P ,, ^ 6
Phone: YP2-.30%--&21&
Street:
I
d
Resident of property?
City, State Zip:�"ed.El
Co tractor Information
Name
I
LOY,
`/
a ►� Phone: qO2-
Q'�
712--g9s'7
Street: (970
9
PP feat, A
tee. Fax:
City, State Zip: _0el,
F1 3013��
State License No.:
CQC 133 ''II
cCC i33�j3�
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: O� �, �� 3af��� E-mail: alum►m Ulvt StleCc�'1(��$l4 .c�rnr,
/ee►m
Bonding Company:
Address:
3;?Co ~ y —95—e ri
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. 1 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. 1 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: 61° Edition (2017) Florida Building Code
Revised: January 1, 2018 / ^ Q� /1 .CF Permit Application
/nil o rc C1
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 1 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.
/2'&` 2.6
Signs re of Contractor/Age Date
GRACIELA-GAGNE
MY COMMISSION # F:20!
985949
?a.a EXPIRES April25,° " : a11�Y6.ME�EER
(40%)398-0153 FbrideNofe m e`� Vie', NK�f�F}%�-0�i€_ fafe®1FI6tItja
66-e§E251
Owner/Agent is Personally Known to Me or Contract he „ &YMA !K*bw to Me or
fialFsfaiyA44:
Produced ID .� Type of ID Produced —Wag_ v
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas ❑ Roof ❑
Construction Type: Occupancy Use:
Total Sq Ft of Bldg:
Min. Occupancy Load:
New Construction: Electric - # of Amps.
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads
cia
A,
APPROVALS: ZONING: —� UTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
Flood Zone:
# of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING: 4. ((-( &
Ok to install 11' x 32' (352 s.f.) screen room as shown on plan. Meets area and dimension regulations for
approved PD.
Revised: January 1, 2018 Permit Application
REQUIRED INSPECTION SEQUENCE.
,PD4T.1[ .^ . i - _
i I��NiUL➢YmmG I�IEJf&I lfi iC
Mann Max ins eetn®n 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 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 Resfd'ence
Final. Building. (Other)
REVISED: June 2914
Address:
Min Mpg inspection IlDescr D�tn®nn
Electric. Underground
Footer [Slab Steel on
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Mann M��s�
I<nn§ ectfl®nn IlDe�en•n�ntn®�
Mechanical Rough `�'
Mechanical. Final.
In MaxIn
eetll.®ffi. nescIl'll tIloIIIl
Gas Underground
Gas Rough
Gas Final
THIS INS, EN PRERA.RED BY:
Name: St9:�1
Address:
i
IL
• ����1�1��11� • ' 11 ► 1
Permit Number:
Parcel ID Number:�3�— 1 "S15--0060--406
`j, fi : Ci 7: ! � i%UF i I-IFFRilhLER
J- r_
CLERK 16 -V"- 20180,/2355
it i::. {_%%U E.. %!-�f
.�''. •:
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
following information is provided in this Notice of Commencement.
of the DMDertv and
2. GE E DESCRIPTION OF PROVEMENT:
3. OWNER INFORMATION OF LES EE INFORMATION IF THE LESSEE NTRACTEDD FOR E IMPR_OVEMaE�NT:
Name and address: �d (J (� f�i 19Q �h ;e'(����/N7�
`� Interest in property: Owner
Fee Simple Title Holder (if other than owner listed above) Name: N/A
6
Address:
4. CONTRACTOR: Name: t _ Phone Number. �Q�_' 9S7
Address: to f 0 Z fft*j ne19. &L4 ' UK /14*1,66 I= I t
5. SURETY (if applicable, a copy of the payment bond is attached): Name: N/A
Address: Amount of Bond:
6. LENDER: Name: N/A Phone Number:
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
N/A Phone Number:
8. In addition, Owner designates N/A
Of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) .20—do—Is
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.
ature r or L e , or Owners or Lessee's (Print Name and Provide signato 's Title/Office)
A7zeO}rloar re r/Partner/Manager)
state of Florida County of _Lake
The foregoing Instrument was acknowledged before me this day of 20
by Who is personally known to meQ OR
Name of person making statement
who has produced Identification 2 type of identification produced: Drivers License# 1 ) -,�-5--'2-- 7 26
20 YPV=I - GRACIELA GAGNE
MY COMMISSION # FF985949 N ignature?c, EXPIRES April 25, 2020
(407) 398-0153 FlorldsNota $orvice.00m
RECORD COPY
atio Cover REVIEWED POR CODE COMPLIANCE
❑ ther: AC�7
PLANS EXAMINER
-- 14L I5
*Project Address: 165 Pinefield Dr
•
Sanford11 . : e
Contractor Name: Atlantic Roofing And Construction Company Inc
Aririnn 67R7 Haffner Ave SANFORD BUILDING DIVISION
,,City: Orlando
Zip :
-"Phone/Fax: 407-309-1325
"Email: bobwil.drscreens@Pgmail.corn
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
a 0 Pick Up ❑ - i#e ❑ Fed x-1 No of Copies
',(For FedEx option go to ez_'. f f. _ �; _ 1.0011 and provide FedEx account #)
nt•Check OF Credit Car ' ❑
'''(For Credit Card Option go to v , ? s` - u z t`' i a<> ? t:� z'i to paybycredo Card)
Engineering prepared by: W
Itiopi bcreelR�age :
Dome F-1 Gable❑ Mansard❑
Gutter 7 Fascia7 Wall: Block7 Conventional 7
Beams x Uprights —x Purlin —x Kick Plate
Car Port:
Insulated ❑ Pan❑
Gutter [7 FasciaF-1 all: BlockF-] Conventional F-1
Beams x Post x
�
Patio 6, -,,ove'Fr:
Insulated ❑ an F
Gutter F FasclaF Wall: Block[] Conventional F]
Beams x Post x
Cdn&etd:
ExistingE] New: 4"Slab F Pier F Ribbon Tooter X PaversEl
6" Thickened Edge F
Other:
Note: In the event that there is a conflict with the design plans and general notes and design standard, the contractor
shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication andfor
construction between the plans and the general notes and design standard.
Engineer: Michael Thompson, MSc;
P.E. (PE#47509)
4401 Vineland Road Suite AS, Orlando, FL 32811
(CA#30930)-Ph 407-734-11470/Fax 407-734-1790
E S iG
,.ngg� ..e ,,
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 2017 (6' Edition)
Aluminum Design Manual 2015
ASCE 7-10
Design Loads:
Pursuant to FBC Chapters 16 & 20
Ultimate Wind: -130 MPH (FBC Table 2002.4) (35 psfl
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.
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
Coef£ 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
'yASO , � ems; .�.�r„ � ir,c 'i Er.y
Structural Aluminum:
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum l� It�
design.
All aluminum shall be 6005-TS (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 B18.6.4 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 1/4"
Reinforcing Steel:
Conform to ACI 3IS 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.aluminumsereendesign.com
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.
Beams & Uprights:
In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more
stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations
prior to ordering materials, fabrication and/or construction.
130 MPH
PRIMARY BEAMS & COLUMNS -SCREEN & PATIO ROOM ENCLOSURES
ROOF PANELS
Beam -Size
Max Beam
Span & Max
Column
Spacing
Column -Size
Max Column -Height
Pan Roof Span
Insulated Roof
Span
2 X 3
6'-0"
2 X 3
8'-0"
3" Spans 13'-
6"
3" Spans 15'-0"
6" Spans 20'-0"
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'-0" along the side, 3'-0" along the front and 1/2" along the front interface
between the super gutter and the attached pool cage knee riser wall. Maximum deflection shall be limited to L/80.
Edge Distance:
Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or tooter.
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
� rile
�iPS Yitt �
)YMh4civl� �.w�
er
izes
shown on
1n the event of a cA@n I raQeiremen.a
r ctes,lhegcontracto mus
the oana end the g
utilize the more stringz�`jt mp.mhQr aize
.cam.._... (3141 —___ `-(.._---� 401 _.._..
IRIV.4rs
,"fixrf
3 -SIDEWALK
-
Ok to install 11' x 32' (352 s.f.) screen room as
shown on plan. Meets area and dimension
regulations for approved PD.
} sei�lr+ t
E
i
ESQUEMATIC PLAN
SCALE:
1�4
EtU�z,zI
TRUDED FASCIA IS ATTACHED
3" C CHANNEL IS
TACHED
ALUMINUM SCREEN DESIGN3'XINSULATED ROOF WITH # 0 11' 6T0 6" FROM END NDS 24" O.C. & TO 3T INSULATED ROOF WITH 6H 10 /1" PER SIDE
FROM ENDS 24" O.C.
EXTRUDED GUTTER IS ATTACHED
3" INSULATED ROOF WITH #10 1" 6"
FROM ENDS 24" O.C.
ROOF IS ATTACHED TO FRONT WALL
WITH (4) #10 4" PER PANEL
2X2 POST .046 OR GREATER
2 HINGE
2X3 FRONT WALL TOP PLATE,
HINGE LOCATIONS
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24"
KICK PLATE IS ATTACHED TO STRUCTURE
WITH #10 1" 6" FROM ENDS 18" O.C.
ALUMINUMSCREENDESIGN. COM
AL UMINUM S C RE ENDE S I GN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) #10 3",
CAPRI CLIPPED WITH (4) #10 1" PER CLIP
BLIND CLIPPED WITH (4) #10 1" PER CLIP
1X2 IS ATTACHED TO FRONT WALL
WITH 910 2" 6" FROM ENDS 24" O.C.
CHAIR RAIL IS ATTACHED TO UPRIGHTS
WITH EITHER:
BLIND SCREWED WITH (3) 910 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) 910 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
ALUMINUM STRUCTURE WITH #10 4"
" FROM ENDS 24" O.C.
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.
MICHAEL THOMPSON
4401 VINELAND ROAD
SUITE A6
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) ANDO, FL 32811
FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 130 MPH
(FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. P.E. # 47509
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 - CA43 093 0
Do Kim & A890CIATES, 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
61 G20-3, 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, 5'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.
ft.O/F7
-•. Q SIAM OF %�
T''..
NAI Co
,,,.. 4-25-15
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 & ABSOCIATE89 LLC
CONSULTING STRUCTURAL ENGINEERS
Supporting Documents
1. Code Compliance
a. The product assembly described herein has demonstrated compliance with the Florida
Building Code 5`' 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, 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-05-1.996, HETI-05-1.989, HETI-05-1993,
HETI-05-1985, HETI-05-1995, HETI-05-1990, HETI-05-1997, HETI-05-2037, HETI-
05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, 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 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
1. 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-H154 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 1.715 (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. 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