HomeMy WebLinkAbout2592 River Landing DrC
JUL 0 a 26i
D BY: - OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: ' Documented Construction Value: $ 2350.00
Job Address: 2592 River Landing Drive Historic District: Yes No [3
Parcel ID: 26-19-30-5SY-0000-0920 Zoning:
Description of Work: screen room with 3" Elite panel roof on existing slab
Plan Review Contact Person: Don Geissler Title: President
Phone: 407 461-9929 Fag: 407 365-3194 E-mail: sunstatesiding@aol.com
Property Owner Information
Name Ruth Florman Phone: 720 870-5427
Street: 5601 S. Sicily Circle Resident of property? : yes
City, State Zip: Aurora, CO 80015
Contractor Information
Name Sun State Siding, Inc Phone: 407 830-7778
Street. 510 Lake Lenelle Drive Fag: 407 365-3194
City, State Zip: Chuluota, FL 32766 State License No.: SCCO48423
Architect/Engineer Information
Name: Aluminum Screen Design Michael Thompson Phone: 407 529-3300
Street: 5200 Vineland Road, #250 Fax: 888 923-8181
City, St, Zip: Orlando, FL 32811 E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
PERMIT INFORMATION
Building Permit
Square Footage: Construction Type: No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical Plumbing
New Service — No. of AMPS: New Construction - No. of Fixtures:
Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads:
0)
J
Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes.
REV 07.14
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.
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.
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.
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. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent Date
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L. 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. _
APPROVALS: ZONING: :Z—%- TILITIES:
ENGINEERING: FIRE:
A 0 1-4, ._ )_ 1,-iL-15
Signature of Contractor/Agent Date
2
of Notary -State pfF fc's Nblaly Public - State of Florida
My Comm. Expires Jul 9, 2016
nde?e Commission #r EE 192806
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Bonded Through National Notary Assn.
Contractor/Agent is / Personally Known to Me or
Produced ID _,'Type of ID
WASTE WATER:
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Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes.
REV 07.14
n,n ex;SiI
Revision
Response to Comments
Permit # 5- 2:2-8
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
1 F,mM buildin nfordfl.gov
JUL 2 8 2015
Submittal Date
Y:
Project Address: 2'592- R tVCr
Contact: -D:5h
Ph: 'Av-1 L\c.e - 00k 2Cfl
Email:1 cVir'( o' O D`•CdY,
Trades encompassed in revision:
Fax: 401
General description of revision:
Building ) YCViSCc` Q1 S
Plumbing
Electrical 2 CurrCyl - fLg
Mechanical •' 'v
Life Safety
Waste Water
ROUTING INFORMATION
Approvals
A'*re- .
Bio, fg
Department
Utilities
Waste Water
Planning
Engineering
Fire Prevention
0 Building
ROUTING INFORMATION
Approvals
A'*re- .
Bio, fg
CITY OF SANFORD
BUILDING AND FIRE PREVENTION DIVISION
300 N. PARK AVENUE
SANFORD,, FLORIDA 32772
PHONE: 407.688.5150
FAx: 407.688.5152
PLAN REVIEW COMMENTS
Application Number: 15-2283
Date: July 14, 2015
Contact Person: Don Geissler
Contact Fax Number:
Contact E-mail Address: sunstatesiding(i aol.com
Project Description: Screen Room
Job Address: 2592 River Landing Dr
The following is a list of the areas of the submitted plans that contained violations of the codes adopted by
the City of Sanford and enforced by the Building Division. The violations noted must be addressed before
the plans can be approved. Changes to plans shall be submitted on the same size format as the original
submittal. Changes to construction documents that require an Architect or Engineer's seal must be
submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental
information as requested.
COMMENTS:
1. The plans have been designed under the incorrect building code. The current building code, as of June
30, 2015, is the 5t' Edition 2014 Florida Building Code. Please revise the plans to indicate compliance with
the current building codes. Any plans submitted on or after June 30, 2015 are required to be in compliance
with the new 5' edition of the Florida Building Code.
FBC 107
2. The Florida Product Approval must be approved under the 2014 Florida Building Code.
FBC 107
No plan review has been conducted.
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of
the adopted codes or municipal ordinances of this jurisdiction.
Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at
steve.fiorey@sanfordfl.gov .
Respectfully,
Steve Fiorey
Residential Plans Examiner
1-
SUN STATE SIDING, INC.
510 LAKE LENELLE DRIVE
CHULUOTA, FL 32766
407 830-7778 phone
407 365-3194 fax
Submitted to:
Ruth Florman
5601 S. Sicily Circle
Aurora, CO 80015
rf82859(cDvahoo.com
720 870-5427
PROPOSAL
State License SCC048423
R-E-CED
JUL 0 8 NIS
BY:
PROPOSAL# 1
DATE 6/03/2015
Job Location:
2592 River Landing Drive
Sanford, FL 32771
RV Lot 92
We propose to fumish all the materials and perform all the labor necessary for the completion of:
Furnish and install screen room on existing slab with 3" Elite panel roof $ 2,350.00
with 12" overhang, extruded drip edge fascia, 14' of 6" gutter and (1) 3 x 4 downspout,
1) 3' 0" x 6' 8" screen door, 18 x 14 charcoal screen, finish caulk.
Chair rail height 36"
Price includes site specific, engineer stamped plans & City of Sanford permit
All material is guaranteed to be as specified and the above work to be performed in accordance with the drawings
and specifications submitted for the above work and completed in a substantial workmanlike manner for the
sum of: $ 2,350.00
With payments to be made as follows: FULL PAYMENT UPON COMPLETION (We accept cash or check only)
Any alteration or deviation from the above specifications involving extra cost will be executed only upon written orders
and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays
beyond our control. Owner to carry fire, tomado, and other necessary insurance upon the above work.
Workman's Compensation and Public Liability insurance on above work to be taken out by Sun State Siding, Inc.
THERE WILL BE A $50.00 BOOKKEEPING CHARGE IF THE INVOICE IS NOT PAID IN 30 DAYS.
Submitted by DONALD G. GEISSLER, JR., PRESIDENT
This proposal may be withdrawn by us if not accepted within 60 days.
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to perform the work
specified. Payment will be made as outlined above.
ffwo
Printed Name • kuru E—Lcig-t-ytmy
RMCM IrELIP
JUL 0 S 2015
BY.-- - City of Sanford
Aluminum Structures Permit Application Checklist
All permit application packages must be complete prior to acceptance. You must check each box
to the left or indicate n/a on this submittal. A complete application package shall include the
following:
Building Permit Application completed, signed and notarized. Application must include
correct address and complete parcel I.D. number.
6a' Copy of a contract, signed by the contractor and the property owner, indicating the documented
construction value of the project.
0 Copy of applicable contractor's license issued by the State of Florida.
1Z A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the
contractor.
D/ Certificate of insurance indicating worker's compensation insurance coverage and naming the
City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued
by the State of Florida (must be submitted with each application if contractor is the applicant).
Completed and Signed Owner Builder Statement / Affidavit (if the owner is the applicant).
S1 Two (2) site plans indicating proposed location.
Two (2) copies of the signed and sealed engineered drawings. blind design data required on
drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I
buildings OR Two (2) copies of previously mastered filed plans. Indicate all details and options
that apply.
Two (2) copies of a site specific layout for the structure with minimum 1/8" per foot scale.
Include all framing sizes and Types. Include any electrical devices to be added.
f Two (2) copies of Florida Product Approval, including manufacturer installation instructions
and product evaluation reports, for composite or elite roofing systems. (If applicable)
For Sunrooms — must designate specific Sunroom Category on the signed and sealed plans, in
accordance with FBCR R301.2.1.1.2
These guidelines were compiled to assist the applicant in preparing an aluminum structure permit
application and may not be complete. The applicant is required to meet all City of Sanford, state, and
federal code requirements.
Revised: February 2015
Y
Plan Types::
Screen Room
Pool Screen/Cage
Car Port REVIEWED FOR CODE COMFLIANCE
Patio Cover —
PLANS EXAMINER
Other: '1'4 -( --
DATE
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
Reference:. New7 Revision Date: 6/22/15
Project Address: 2592 River Landing Drive
City: Sanford, FL 32771, -
Contractor Name: Sun State Siding, Inc
Address: 510 Lake Lenelle Drive # 15 2 2 8 3
City: Chuluota, FL
Zip Code: 32766 SANFORD
Phone/Fax: 407 830-7778 ofc/407 461-9926 cell/407 365-3194 fax °FPAR
Email: sunstatesiding@aol.com
Choose One: Mail ZPick Up Fed Ex* 2 No of Copies
For FedEx option go to sticvw.aluminumscreendesign.com and provide FedEx account #)
Payments Check Credit Card'"
or Credit Card option go to ww.aluminumscreendesign.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 407-721-2292
Project Manager. Paul Thomas 386-479-9504 Fax 888-923-8181
Email: aluminumscreendesignn(&yahoo.com
Website: www.aluminumscreendesi nqcomCA#30930
ALUMINUM SCREEN DESIGN
END 00 A 5 Aluminum & Gonstructi•on Engineering
Ultimate Wind Speed (mphj: 130 Exposed Category: C Risk Category
Screen Room:
Insulated 0 Pan Roof
Fascia 21 Wall: Block Conventional
Uprights 2 Xs Top Plate 2 X2 Kick Plate
Pool Screen/Cage
Dome Gable Mansard
Gutter Wall: Block Conventional
Beams X Uprights X Purlin X
Car Port:
Insulated Pan
Fascia Wall: Block Conventional
Beams X Post X
Patio Cover:
Insulated Pan
Fascia Wall: Block Conventional
Beams X Post- X
1
Concrete:
Existing 0 New: 4"Slag 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.
ONASDALUMINUM SCREEN DESIGN
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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.
Desien Codes:
Florida Building Code 2014 (51 Edition)
Aluminum Design Manual 2010
ASCE 7-10
Desien 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.
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
5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310
www.aluminumscreendesign.com
Zo AIUM# £)'M SCREEN DESIGN
Llsitnit.;let s trcielien Engti`ru-drirl
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 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.
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"
Reinforcine 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 Al 85 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.
Hole Alienment:
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
AILIMINUM SCREEN DESIGN
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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
Max Beam
Span & Max
Column Insulated Roof
Beam -Size Spacing Column -Size Max Column -Height Pan Roof Span Span
3' - 3" Spans 13'-
2X3 2X3 61-01
1
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".
5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310
www.aluminumscreendesign.com
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51.0 LAKE LENELLE DRIVE
CHULUOTA, FL 32766--""
DONALD,G. GEISSLER„JR. c -v, SCC048423 V(
407 830-7778 PHONE/407 365-31 FAX _
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ALUMINUM SCREEN DESIGN. EXTRUDED FASCIA IS ATTACHED TO 3" C CHANNEL IS ATTACHED THRU FASCIA INTO RAFTER TAMS WITH 910 2" 6" FROM
3" INSULATED ROOF WITH #10 1" 6" ENDS 24" O.C. & TO 3" INSULATED ROOF WITH (6) 910 V 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) 910 4" PER PANEL ,
2X3 FRONT WALL TOP PLATE
2X2 POST .046 OR GREATER
HINGE LOCATIONS
I
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
0" to 36"
2 HINGE DOOR L
EACH DOOR IS SCREWED INTO UPRIGHTS WITH 410 1" 6" FROM ENDS 24" O.0
KICK PLATE IS ATTACHED TO STRUCTURE
WITH #10 1" 6" FROM ENDS 18" O.C.
ALUM]NUMSCREENDESIGN.COM
ALUMINUMS CREENDE S IGN
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",
CAPRI CLIPPED WITH (4) #10 1" PER CLIP
BLIND CLIPPED WITH (4) #10 1" PER CLIP
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) #10 2",
CAPRI CLIPPED WITH (4) #10 1" PER CLIP
T TA !nr TnnT T% rr7TTLT /A\ 441 A 1 ff DUD OT TD
DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH
INSULATED ROOF IS ATTACHED TO
JLUMINUM 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.
2X4 SIDE WALL UPRIGHTS
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.
@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION)
PHONE #: 386-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND
SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK C
FAX #: 888-923-8181 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
5200 VINELAND RD.
SUITE 250
FL32811
E.' # 47509
CA#30930,
ALUMINUM SCREEN DESIGNEXTRUDED FASCIA IS ATTACHED TO 3" C CHANNEL IS ATTACHED THRU FASCIA INTO RAFTER TAILS WITH #10 2" 6- FROM
3" INSULATED ROOF WITH #10 1" 6" ENDS 24. O.C. & TO 3- INSULATEDROOF WITH (6) #101- 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 ,
2X3 FRONT WALL TOP PLATE
2X2 POST .046 OR GREATER
HINGE LOCATIONS
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
0" to 36"
2 HINGE DOOR
EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 1" 6" FROM ENDS 24" O.0
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
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",
CAPRI CLIPPED WITH (4) #10 1" PER CLIP
BLIND CLIPPED WITH (4) 910 1" PER CLIP
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) #10 2",
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 BLOCK STRUCTURE
WITH 2-1/4" X 1/4" TAPCONS 6" FROM
ENDS 24" O.C.
2X4 SIDE WALL
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.
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
SUITE 250
@YAHOO•COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION
PHONE # : 386-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND O O; 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. # 47509
FAX #: 8 88-923 -8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION'
CONTRACTOR SHALL NOTIFY THE ENGINEER RvRAEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS ,?CA#3 093 0.
ALUMINUM SCREEN DESIGN.
2 HINGE
2X2 POST .046 OR GREATER
HINGE LOCATIONS
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.
FILL IN DETAIL
BOTTOM PLATE IS ATTACHED TO
OCONCRETE WITH 2-1/4" X 1/4" TAPCON
5" X 2-1/4" IF THRU PAVERS)
6" FROM ENDS 24" O.C.
ALUMINUM FRAME IS ATTACHED
TO BLOCK WITH 2-1/4" X 1/4"
10 2" IF TO WOOD STRUCTURE)
6" FROM ENDS 24" O.C.
2X2 ANGLE IS ATTACHED TO
ALUNIINUM FRAME WITH 2 #10 1"
12-1/4" X 1/4" TAPCON PER SIDE
CHAIR RAIL & UPRIGHTS ARE ATTACHED
WITH EITHER:
O BLIND SCREWED WITH (3) #10 3",
CAPRI CLIPPED WITH (4) 910 1" PER CLIP
BLIND CLIPPED WITH (4) #10 1" PER CLIP
O KICK PLATE IS ATTACHED TO STRUCTURE
WITH #10 1" 6" FROM ENDS 18" O.C.
ALUNIINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 5200 VINELAND RD. ALSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH -SUITE 250
@Q
iIT
AHOO • COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) Q ,' O FL 32811
PHONE #: 386-320-0256 SPEEDS OF 130 NTH
THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND
PH (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 E. # 47509
FAX #: 888-923-8181 C
CONTRACTOR SHALLNOTIFY THE ENGINEER MMEDIATELY SHOULD SITE CONDITIONS
DIFFIELD
VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE,
ERFROM
CONRICATION
STRUCTION PLANS 9CA#30930,
I';Florida;Ruilding Code Online
F
Be si ess t fe si a al= ions ,
Pi011(id(Je klttMe€ltd BCIS Home Log In User Registration Hot Topics
31usines+/'l
Product ApprovalProfessignalUSER: Public User
Regulation
https://floridabuilding.orgfpr/pr app_dtl.aspx?param=wGEVXQwtDq...
Submit Surcharge Stats & Facts Publications FBC Staff SCIS Site Map Links Search
ProduApproval Menu > Product or Aoolkatlon search > AooEcation Lst > Application Detail
FL # FL5500-R4
Application Type Revision
Code Version 2014
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@doldmengineering.net
Authorized Signature Frank Bennardo
frank@engexp.com
Technical Representative Bruce Peacock
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
954)949-3200
bpeacock@elltealuminum.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
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 Frank L. Bennardo, P.E.
the Evaluation Report
Florida License PE -0046549
Quality Assurance Entity Quality Auditing Institute Ltd.
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Jorge A. Pomerantz, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL5500 114 COI Indep.pdf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL5500 R4 Equiv Eguiv.pdf
1 of 2 7/14/2015 12:09 PD
i FloridaoBuilding Code Online https:Hfloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDq...
Sections from the Code
104.11.2
1709.3
Product Approval Method Method 2 Option B
Date Submitted 02/26/2015
Date Validated 03/08/2015
Date Pending FBC Approval 03/09/2015
Date Approved 04/15/2015
Summary of Products
FL # i. Model, Number or Name Description
5500.1 - Aluminum / Aluminum Roof Panels ` EPS Foam Core Composite Patio Roof Panels
1
Limits of Use Installation Instructions
I Approved for use in HVHZ: No FL5500 R4 II DWD.Ddf
i Approved for use outside HVHZ: Yes i Verified By: Frank L. Bennardo, P.E. PE0046549
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: For outdoor patio construction only. For use outside FL5500 R4 AE Eval.pdf
the HVHZ. See installation drawing for allowable span/load FL5500 R4 AE NOA 11092607.Ddf
combinations. FL5500 R4 AE Test Reports i.pdf
FL5500 R4 AE Test Reports 2.pdf
I Created by Independent Third Party: Yes
Back Next
Contact Us :: 1940 North Monroe Street Talahe«ee FL 32399 2hOne, BSO -487-1824
The State of Florida is an WEED employer. ropyrhht 2007-2013 state of Florida.:: a*vaCy Statem:: Accessb By Statement :: Refund Statement
Under Florida law, email addresses are pubic records. ifyou do not want your e-mail address released in response to a public -records request, do not send electronic
mall to this entity. instead, contact the office try 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 emads provided maybe used for official communication with the licensee. However email addresses are public record. ff 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 Yyou area licensee under Chapter
455, F.S., please tick hem.
Product Approval Accepts:
F 9:MN ---x 0
ltiurktrml
TrttCism
2 of 2 7/14/2015 12:08 PI
EPS FOAM CORE ROOF PANELS
ALUMINUM / ALUMINUM SKIN
MAYTIAl IM AI I.nWABLE CLEAR SPAN TABLES:
CLEAR SPAN TABLE
USE INSTRUCTIONS:
1. DETERMINE TYPE OF ENCLOSURE TO BE COVERED (OPEN,
SCREENED WALLS, OR FULLY ENCLOSED).
2. DETERMINE THE SITE SPECIFIC REQUIRED DESIGN WIND
PRESSURE PROVIDED BY SEPARATE ENGINEERING, BY A
LICENSED ENGINEER OR REGISTERED ARCHITECT, IN
ACCORDANCE WITH THE FLORIDA BUILDING CODE FIFTH
EDITION (2014).
3. FIND ALLOWABLE COMPOSITE PANEL CLEAR SPAN IN TABLES
FOR APPROPRIATE PANEL DEPTH, FACING THICKNESS, AND EPS
CORE DENSITY SELECTED.
SEALJOINT
CONTINUOUS
CAULKING
CROSS SECTION AT
7YPICATi7fNECf FTERCOCK
EPS ROOF PANEL SPAN DETAIL:
0.024' OR 0.032" ALUM I W MAX WIDTH PER INTERLOCKING PANEL
TOP &BOTTOM FACINGS 1/4" PER FOOT t41N SLOPE)
CLEAR SPAN (L) INSIDE TO INSIDE -
REFER TO ADDI ALNEERING SHEETSFORLOADS, ROONS, & SUPPORTINGSTRUCTUREDETERS). THIS SHEETCERTIFIESALOFSPANSONLY.
DEFLECTION NOTES: __
r
MAXIMUM ALLOWABLE
DESIGN PRESSURES:
AS NOTED IN CLEAR k4T TESPANTABLES
3"Pnncls 4"Panels G"Pnrwls
Live load Dokcllon 0.024" 0.032" 0.024• t 0.032" 0.024- i 0.032"
Ww Uplift; Limit Num Skin Alum Skin Alun Skin' Num Skin Alum Skin l Alum Skkl
U 0
t m 1)
14b EPS 1•Ib EPS 1.81 EPS 1•ib EPS 1 -@EPS I1•Ib EPS
PS' L112D 14'•0" 16'-3" f0'4r 15-0` 23•2 23'•0'
12 Pa L 11 20 13'-2" 16•3" tri 12' tr-H" 2r•9" 2Z -S'
14 Psf LI120 12'.r 14'-G" IT -t" it -0" 20'-8" I 21'J" 1
10 PSI I L1120 11'-12" 13'-10" IG*4" 10'•3" 10'-/D" S 20'-0"
IB PSI20PSI I Ll 120
L1120
11'•6'
11'•2'
iT-4"
12'-10"
15'•8" 15.0"
15'"2 15.1"
10'•0" 10'•7"
10'-4" ! 10'•11"
24 psf LI 120 10'•6" 12'•1" 14'•3" 14'•3" 1r-3" 1 Ir S'
26 psf L 11 20 0'•11' 11'•6" 10'-fi 13'•6" 1G-5' 10'•2"
32 PSI LI 120 0'-3" 11'-0" 12'•8" IS'"5" 15'•1'
CLEAR SPAN TABLE
USE INSTRUCTIONS:
1. DETERMINE TYPE OF ENCLOSURE TO BE COVERED (OPEN,
SCREENED WALLS, OR FULLY ENCLOSED).
2. DETERMINE THE SITE SPECIFIC REQUIRED DESIGN WIND
PRESSURE PROVIDED BY SEPARATE ENGINEERING, BY A
LICENSED ENGINEER OR REGISTERED ARCHITECT, IN
ACCORDANCE WITH THE FLORIDA BUILDING CODE FIFTH
EDITION (2014).
3. FIND ALLOWABLE COMPOSITE PANEL CLEAR SPAN IN TABLES
FOR APPROPRIATE PANEL DEPTH, FACING THICKNESS, AND EPS
CORE DENSITY SELECTED.
SEALJOINT
CONTINUOUS
CAULKING
CROSS SECTION AT
7YPICATi7fNECf FTERCOCK
EPS ROOF PANEL SPAN DETAIL:
0.024' OR 0.032" ALUM I W MAX WIDTH PER INTERLOCKING PANEL
TOP &BOTTOM FACINGS 1/4" PER FOOT t41N SLOPE)
CLEAR SPAN (L) INSIDE TO INSIDE -
REFER TO ADDI ALNEERING SHEETSFORLOADS, ROONS, & SUPPORTINGSTRUCTUREDETERS). THIS SHEETCERTIFIESALOFSPANSONLY.
DEFLECTION NOTES: __
r
MAXIMUM ALLOWABLE
DESIGN PRESSURES:
AS NOTED IN CLEAR k4T TESPANTABLES
DESIGN NOTES:
POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH
THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A ]OB -SPECIFIC
BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE-SPECIFIC
PRESSURE
AND CI AITTERE1609TOF
THES
AS EFLORIDA BVILD NG CODE IFTH EIT ONERMINEDINACCORDANEWIT. ASCE
W
W I i-
W
W J •., O
7 u' 'y, V 1
2014) SI IALL BE LESS THAN OR EQUALTO THE POSITIVE OR NEGATIVE
DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY
Z
IInn L
U F, w '
Q 2ASSHOWN. U 0
t m 1)
GENERAL NOTES: ZX iVp w
1. THIS SPCCIFiCATION HAS BEEN DESIGNED AND SHALL BE
FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA
w W w 3 ds • ;-
BUILDING CODE FIFTH EDITION (2014) FOR USE OUTSIDE THE HVI IZ.
t E ROOF SECTION0,
nER
Er
R . CLASS A INTERIOR FINISH, AND CHAPTERI2GrHnSECTION803 N° p
2. NO 33.1/3% INt
THE DESIGN OF THIS
3. THE ARCHITECT
SUPERSTRUCTURE WI
RESPONSIBLE FORTH
THIS DESIGN WHICH
CONTRACTOR.
4. SEPARATE 'SITE
REQUIRED IN ORDER
CONTAINED HEREIN.
TABLES LISTED HERE
ENGINEER FOR ALTEF
S. THE SYSTEM DT
1, USE L/120 FOR ALL MEMBERS SUPPORTING ROOFS OVER AN OPEN OR SCREEN -WALLED T
2. USE L/180 FOR ALL MEMBERS SUPPORTING ROOTS VITA A NON -PLASTERED CEILING OVER F/
AN ENCLOSED ROOM.
S.
3. USE L/240 FOR ALL MEMBERS SUPPORTING ROOFS WITH A PLASTERED CEILING OVER AN M
ENCLOSED ROOM, PER FLORIDA BUILDING CODE FIFTH EDITION (2014) TABLE 1604.3. A;
OTHER CONSIDERATIONS'
1. FRONT OVERHANG MAY BE UP TO 3'-0" WITH VALUES LISTED HEREIN. MAXIMUMUNSUPPORTEDSIDEOVERHANGIS2S% OF LAST PA14EL WIDTH (Lo. 12" MAX FOR 48"
PANEL WIDTH).
2. ROOF PITCH SHALL BE AS PER BUILDING CODE RE UIREMENT5
PANEL
OPTIONAL
GUTTER
OR DRIP
CAP
36" MAX O/H AT FRONT & 25%
OF LAST PANEL WIDTH AT SIDES
UP TO 12" MAX O/H AT SIDES)
r_UI
IN ALLOWABLE STRESS HAS BEEN USED IN
SEALED
kyr
TABLE VALUE DERIVATIONS:
TERING SHALL BE
DEFLECTIONS, OR SPANS
F THE ALLOWABLE SPAN
D, CONTACT THIS
AS MAY BE REQUIRED.
C AND DOES NOT PROVIDE
CONDITIONS DIFFERENT
ENSCD ENGINEER OR
PECIFIC DOCUMENTS FOR
IDER POSSIBLE IMPOSING
TO ANY CONCENTRATED
RITERIA. THIS
tOPERLY ANALYZED BY A
T. ONSTRUCTED USING, TYPE
YSTYRENE FOAM SHALL
IE MANUFACTURED BY
11-0926. 07(OR
1 SHALL BE ADHERED TO
DHESIVE(BY ASHLAND
1ANCE WITH APPROVED
t ALL PANELS.
ULATE OR PROTECT ALL
VENT ELECTROLYSIS.
TES STRUCTURAL DESIGN
BY CONTRACTOR, at. al.
ER FOR ALL COST &
FEES RESULTING FROM
CONSTRUCTION PRACTICES
STATE, B FEDERAL CODES
NO ADDITIONAL
ED. OR OTHER MARKINGS TO
4LIDATE THIS
PANEL PROPERTIES:
1. PANEL'STRUCTURAL PROPERTIES DERIVED FROM CERTIFIED TEST
REPORTS Nos. HETI-05-1985, -05-1987,-05-1908, -05.1989,
05.1990,-OS-1991,-05-1992,-OS-1993, -05-1994,-05-1995,
OS -1996, -OS -1997,-06-2066,-06-2067, -06-2068,-06-2069,
06.2070,-06-2071,-06-2072,-66.2073, 8 -06-2074 BY
HURRICANE ENGINEERING & TESTING, Inc.
2. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS
FOR GRAVITY LOADS AS WELL AS CALCULATIONS FOR PANEL
PROPERTIES.
a
yd
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1-1 0
sC m d4 m
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aozw mg°
5O
OS
67CLLJZ
ov O_o
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zy1.. w ! U 3 U1U
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U
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14-1438
1
4
P® E i R oTm PR DUCIT EVALUATION REPORT
ENGINEERING
EXPRE55R EXPERT
PRODUCT EVALUATION REPORT
January 30, 2015
Application Number: FL# 5500.1-R4
Project Number: 14-1438
Product Manufacturer: Elite Aluminum Corporation
Manufacturer Address: 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
Product Name & Description: EPS Foam Core Composite Roof Panels
Aluminum / Aluminum Skin
Scope of Evaluation:
This Product Evaluation Report is being issued in accordance with the requirements of the Florida
Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61 G20-
3.005, F.A.C., for statewide acceptance per Method 2(b). The product noted above has been tested
and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition
2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of
this product shall be required following pertinent Florida Building Code modifications or revisions.
Substantiating Data:
O PRODUCT EVALUATION DOCUMENTS
FLB drawing #14-1438 titled "EPS Foam Core Roof Panels", sheets 1-1, prepared by Frank L. Bennardo,
P.E., Inc., signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report.
TEST REPORTS
Uniform static structural performance has been tested in accordance with Section 1714.3 of the 2004
Florida Building Code per test standard ASTM E72-05 as evidenced in the following test reports by
Hurricane Engineering & Testing, Inc. (HETI):
3" Panels with 0.024" Aluminum Facing:
HETI -05-1988, HETI -05-1992, HETI -06-2066, HETI -06-2067, HETI -06-2068
3" Panels with 0.032" Aluminum Facing:
HETI -05-1993, HETI -05-1989
4" Panels with 0.024" Aluminum Facing:
HETI -05-1994, HETI -05-1987, HETI -06-2069, HETI -06-2070, 13
4 Panels with 0.032 Aluminum Facing: Orin
HETI -05-1985, HETI -05-1995 P
6' Panels with 0.024 Aluminum Facing:
HETI -05-1996, HETI -05-1991, HETI -06-2072, HETI -
06-2073, HETI -06-2074
6" Panels with 0.032" Aluminum Facing:
HETI -05-1997, HETI -05-1990
Metal tensile capacity has been determined in accordance with LI
ASTM E8-01 test standard per test report(s) #HETI-05-T337 (0.024" alumi
0.032" aluminum facing) by Hurricane Engineering & Testing, Inc. (HETI).
160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442
PHONE: 954-354-0660 FAX: 954-354-0443
WWW.ENGEXP.COM
ING
Elite aluminum Corp. — EPS Foam Core Composite Roof Panels
2015
STRUCTURAL ENGINEERING CALCULATIONS
Structural engineering calculations have been prepared which evaluate the product based on comparative
and/or rational analysis to qualify the following design criteria:
1. Maximum Allowable Size/Pressure Combinations
No 33% increase in allowable stress has been used in the design of each product.
Impact Resistance:
Large & Small Missile Impact Resistance has NOT been demonstrated as evidenced in previously listed
test reports, and is accounted for in the engineering design of this product.
Wind Load Resistance
Each product has been designed to resist combinations of wind loads, live loads, and dead loads as
indicated in the span schedule(s) on its respective Product Evaluation Document (i.e. engineering
drawing).
Installation
Each product listed above shall be installed in strict compliance with its respective Product Evaluation
Document (i.e. engineering drawing), along with all components noted therein.
Each product component shall be of the material specked in that product's respective Product Evaluation
Document (i.e. engineering drawing).
Limitations & Conditions of Use:
Use of each product shall be in strict accordance with its respective Product Evaluation Document (i.e.
engineering drawing) as noted herein for outdoor patio construction only.
All supporting host structures shall be designed to resist all superimposed loads and shall be of a material
listed in each product's respective anchor schedule. Host structure conditions which are not accounted
for in each products respective anchor schedule shall be designed for on a site-specific basis by a
registered professional engineer.
All components which are permanently installed shall be protected against corrosion, contamination, and
other such damage at all times.
Each product has been designed for use outside the High Velocity Hurricane Zone (HVHZ).
Product shall be fabricated using expanded polystyrene insulating foam manufactured by Dyplast
Products, Inc. as listed in Miami -Dade Notice of Acceptance # 11-0926.07 (or the current version of this
NOA).
160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442
PHONE: 954-354-0660 FAX: 954-354-0443
WWW.ENGEXP.COM
Land Surveyors
769 Douglas Avenue, Altamonte Springs, Florida. 32794 (407)788"8808
tKernberorrhe F7arlda Srnvaybrg ane McPPlns t3aeleq andAmeriean Congress on SwvaYm9 and Mapp(n9
Map of Survey
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CIL River Landing Drive
wWWas) Tract S"Atxess APPROVED PLANS".
LEGAL DESCRIPTION
Lots 92,93,94,95,96,97,98, Riverview Toxmhomes Phase Ih
a=nsvmLMpW9tereatasm=dedinpblbook atpaga(si -
ofdl0 pub60 nxords otSmdno/e Gounty, lima.
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General Notes:
1. ThB is a etxNJDaRr9rrverPe rarmed In tr,e r rd orL PRaPoSED.
2Noawlal,sudaaorsubsadaceutildYlnslaBaSaras undergmrmdknprovemonfsot
wbadocefaerW W aoWhmants Harry, were heated
3.8uBdng ttes shown am ro the estetiorurYnished founda5orr surface ortormtward. ,
4. Ekrati0ra5 drawn faerCOr4 Harry; erre a5srrarad erred>.cc aa,(einod riom "pprnwd
brasauCJorr phns provfdedby the CaerX caress omanvue noted, arrd areshoam
only ro depict thetroposad aractualddlerence to elevation raraima ro the sssumod
temporary nenMma rk strewn AW=
S The MM hereon )s subject to aff easemants msaiwhons, mshirbans, and
fthisd-aWorrecadwhelltetdep' orrotonthisdo awLNosearcho the
Pahk Records has been made bythb d5m
The kgardesaipt err sAown Hereon is as rumahedby client
7. Potted and measvmd dilances and dbecSorm am tba same unkss dhetwlse rated.
a Copies of survoy maybo made forme odgmal transaction any.
Denotes )5'kw tad Nod! plasWcap marked L84997, brSFkw rod whh
radpbs0c cap madmd'l4rtbuss Comet. unless othenvlu noted
O Deno =AcLP. (FermanamcanrmtpobU
w Demtes AarmanorrtRe/emncm Mmwnent
2009 Herz E Assodateslne A9 dghts reserved
tkra &As,eWras tae.
ENG. DEPT.
1 Ok to install screen room with 3" elite panel e
F°"`rs Sid, roof on existing slab as shown on plan. The
mo screen enclosure shall be constructed with
wa,tl daknl same design, material and style as the others in
papvedbyEw
the nearby and adjacent building.
Legend
8 Temp rryacadammk OGRE 05-WRecoad EWk
da8a7r)Pa FWBWk
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Sketch of Legal Description
Mt -m This is Not a Surveyae)orNa a+az
iarand rwaraaunn sola
Prepared for.' 701 Hamrs
lab SZV"bW. 07.Do501
scow l •-40•
plot Pim Ptrtbmud: 05-27.09
Flnarsr"vey-
Ravl km'
REQUIRED INSPECTION SEQUENCE
BP# /S- 2-283
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
Building Ceiling Air Barrier
Insulation Roof (Com'1)
Building Ceiling Grid
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Solar
Pre -Demo
Final Demo
Final Single Family Residence
Final Commercial —New
Final Commercial — Addition / Alteration
Final Commercial — Change of Use
Final Building (Other)
REVISED: June 2014
Address: ZSQZ IZ lEp- CAt4,t.,•3cs
ELECTRICAL PERMIT
Min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Ceiling Rough
Electric Wall Rough
Electric Rough
Pre -Power Final
Temporary Pole
Electric Final
PLUMBING PERMIT
Min Max Inspection Description
Roof Storm Drain Rough
Plumbing Underground
Plumbing 2nd Rough
Plumbing Tubset
Plumbing Sewer
Plumbing Grease Trap Rough
Plumbing Steam / Chill Water Rough
Plumbing Final
MECHANICAL PERMIT
Min Max Inspection Description
Mechanical Rough
Mechanical Fire Damper Framing
Mechanical Ceiling Rough
Mechanical Fire Damper Annular Space
Mechanical Insulation Wrap
Mechanical Fire Damper Angle
Light / Water Test Ck Welds
Mechanical Grease Duct Wrap
Mechanical Final