2730 River Landing Dr 17-2536 (screen room)ECEIE CITY OF SANFORD BUILDING &
FIRE PREVENTION A
8 2017 PERMIT APPLICATION BY:
Application No: 7 S 2(o Documented
Construction Value: $ 2200.00 Job
Address: 2730 River Landing Drive Historic District: Yes No Parcel
ID: 26-19-30-5SY-0000-1530 Residential ® Commercial Type
of Work: New Addition Alteration Repair Demo Change of Use Move Description
of Work: screen room with 3" Elite panel roof on existing slab Plan
Review Contact Person: Donald G. Geissler, Jr Phone:
407 461-9929 Name
Frank & Tracey Martinko Street:
2730 River Landing Drive Title:
President Fax:
407 365-3194 Email: sunstatesiding@aol.com Property
Owner Information City,
State Zip: Sanford, FL 32771 Phone:
407 754-4973 Resident
of property? : yes Contractor
Information Name
Donald G. Geissler, Jr Sun State Siding, Inc Phone: 407 830-7778 Street:
510 Lake Lenelle Drive Fax: 407 365-3194 City,
State Zip: Chuluota, FL 32766 State License No.: SCC048423 Architect/
Engineer Information Name:
Craig Gunderson Florida Engineering LLC Phone: 941 391-5980 Street:
4456 Tamiami Trail, B14 Fax: 941 979-8195 City,
St, Zip: Port Charlotte, FL 33980 E-mail: contact@flengineeringllc.com 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. 4 FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5' Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application 777"'
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 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.
C : M., < .0 -7 a t r--7
Signatureoo ' — e_r/Agen at
P7inOwn'er/ice shame
46, - 71///l
Signature of Notary -State of Florida Date
ANOREA SANDERS
My COMMISSION 0 FF921054
EXPIRES NovQmber 08. 2019
Ik/)3se-0+53 Fw.M.nu ays«Nes.:on
Owner/Agent is V Personally Known o e or
Produced fD Type of ID
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
7
Notary Public State of Florida
Lori A Forrest
My Commission FF 993138
or w Expires 07/09/2020
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps.
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: 2.. - UTILITIES:
ENGINEERING:
COMMENTS:
f19.
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 'OF
Ok to install screen room with 3" elite panel roof on existing slab as shown on plan. The screenenclosureshallbeconstructedwithsamedesign, material and -style as the others in the nearby and
adjacent building.
Revised: June 30, 2015 Permit Application
SCPA Parcel View: 26-19-30-5SY-0000-1530 http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=2619305 SYO...
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plpla%
Parcel Information
Property Record Card
Parcel: 26-19-30-5SY-0000-1530
Owner: MARTINKO FRANK W & TRACEY L
Property Address: 2730 RIVER LANDING DR SANFORD, FL 32771
Parcel 26-19-30-5SY-0000-1530
Owner MARTINKO FRANK W & TRACEY L
Property Address 2730 RIVER LANDING DR SANFORD, FL 32771
Mailing 2730 RIVER LANDING DR SANFORD, FL 32771
Subdivision Name RIVERVIEW TOWNHOMES PHASE II
Tax District S1-SANFORD
DOR Use Code 0103-TOWNHOME
Exemptions 00-HOMESTEAD(2016)
Value Summary
Valuation Method
Number of Buildings
Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market)
Land Value Ag
T —
Just/Market Value **
Portability Adj
Save Our Homes Adj
Amendment 1 Adj
P&G Adj
Assessed Value
Tax Amount wi
2016 Tax
Ta
Save Our Hom,
Does NOT INCLUDE Nor
j Legal Description
LOT 153
RIVERVIEW TOWNHOMES PHASE II
PB75PGS51-58
Taxes
Taxing Authority Assessment Value Exempt Values
County General Fund 148,054
i --- - --- -- _.------_-- -
Schools 148,054 j
iCitySanford 148,054-
SJWM(Saint Johns Water Management) 148,054
County Bonds 148,054 j
Sales
1 of 2 5/30/17, 11:40 AM
L.
SUN STATE SIDING, INC.
510 LAKE LENELLE DRIVE
CHULUOTA, FL 32766
407 830-7778 phone
407 365-3194 fax
Submitted to:
Tracey Martinko
2730 River Landing Drive
Sanford, FL 32771
407 764-4973
ticmartinko(agmail.com
State License SCC048423
PROPOSAL# 1
DATE 2/02/2017
Job Location:
SAME
Riverview Lot 153
We propose to furnish 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 $ 2,200.00
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 is 36"
Site specific, engineer stamped plans & City of Sanford permit $ 300.00
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: $ 2,500.00
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, tornado, 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 90 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.
U
J
Printed Name -(`G C i - 4"t c-
CONTRACTOR: SUN STATE SIDING
DESIGN CRITERIA: RECORD COPY
APPLICABLE CODES, REGULATIONS & STANDARDS:
IT HE 2014 FLORIDA BUILDING CODE, 5TH EDITION SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CHAPTER 23, WOOD AND
AA ASM 35 and AA ADM 1
2. ASCE 7-10.
WIND LOADS
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1.
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.3.1 EQUIVALENT BASIC WIND SPEED: 130
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C
3. SCREENED ROOF ENCLOSURE TABLE 2002.4
FOUNDATION DESIGN
FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING
OTHER DETERIORATION.
SPECIFICATIONS
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN
THE SCREEN ENCLOSURE SCOPEOF NOT, BY ONE OR MORE
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
APPLICABLE:
a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING COMPONENTS:
i. PORTLAND CEMENT TYPE 1 - ASTM C 150
ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33
iii. AIR ENTRAINING+/- 1%-ASTM C 260
iv. WATER REDUCING AGENT - ASTM C 494
V. CLEAN PORTABLE WATER
vi. OTHER ADMIXTURES NOT PERMITTED
b. METAL ACCESSORIES SHALL CONFORM TO:
i. REINFORCING BARS - ASTM A615, GRADE 60
ii. WELDED WIRE FABRIC - ASTM A185
c. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
OR MORE THAN 5. WATER ADDED AFTER BATCHING IS NOT
PERMITTED.
d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
INCLUDING HOT WHEATHER RECOMMENDATIONS.
e. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE
ARE FOR TERMITES 1N COMPLIANCE WITH THE FBC.
g. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER.
2. ALUMINUM EXTRUSIONS SHALL BE 6005T5 ALLOY.
3. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED.
4. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
5. ALL SELF MATING.BEAM SECTIONS ARE TO BE STITCHED WITH
12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER
6. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
7. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4101.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
8. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
9..DOOR LOCATION SHALL BE DETERMINED BY CONTRACTOR IN
THE FIELD.
10. ROOF BRACING SHALL BE A MINIMUM 2°x2"x.050".
11. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT
12. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL &
EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE,
EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
OR EQUAL) TYP. ALL LOCATIONS
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REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
s- n' 11
DATE
13. INTEGRITY OF STRUCTURE SHALL NOT BE SANFORD BUILDING DIVISIONCOMPROMISEDw/ THE ATTACHMENT OF THE
PROPOSED STRUCTURE A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
SCALE: NTS 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
v1t-DING
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HOLLOW SECTIONS
2 X 2: 2"X2"X0.044"
2 X 3: 2"X3"X0.050"
2 X 4: 2"X4"X0.050"
2 X 5: 2"X5"X0.050".
OPEN BACK SECTIONS
1 X 2: 1 "X2"X0.044"
1 X3: 1"X3"X0.045"
SNAP SECTIONS
2 X 2 SNAP 2"X2"X0.045"
2 X 3 SNAP: 2"X3"X0.050"
2 X 4 SNAP: 2"X4"X0.045"
SELF MATING (SMB)
2 X 4 SMB: 2"X4"X0:044"X0.100"
2 X 5 SMB: 2"X5"X0050"X0.100" 2
X 6 SMB: 2"X6"X0.050"X0.120" 2
X 7 SMB: 2"X7X0.057X0.120" 2
X 8 SMB: 2"X8"X0.072"X0.124". 2
X 9 SMB: 2"X9"X0.072"X0.124" 2
X 10 SMB: 2"X10"X0.092"X0.398" CHANNELS
1.
5"x2.125"x 1.5"x.045 2"
x3.125"x2"x.045 DETAIL
A ALUMINUM
INTERNAL OR EXTERNAL RECEIVING
CHANNEL w/(4) #10x.75" INTO
GIRT OR PURLIN & (2) #14x.75" 4) #
10 x 1-1/2" SMS INTO INTO
BEAM OR UPRIGHT 0.062 ANGLE SCREW
BOSSES CLIPS
MAYBE USED PURLIN,
GIRT, HEADER
OR SILL UPRIGHT,
BEAM -SNAP, I.
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CHAIR RAIL PER PLAN cn
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X 1-1/2" SMS 18"
O/C -- EXISTING
CONCRETE TYPICAL SIDE WALL DETAIL:
SCREEN ROOM END WALL SCALE:
NTS 1/
8"x2"x2"x ANGLE -SELF-
MATING OR SNAP
SECTION TYP. 5032
H-32 ANGLE 2 -#
12 SMS INTO COLUMN Vx2" O.B. BASE PLATE-TYP. \ 1/
4" MASONRY ANCHOR EACH o o ANGLE -
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MIN. CONC.' ANCHOR.
EMBEDMENT I
MIN
4"SLAB 3000 PSI 2"
MIN. INCREASE DISTANCE CONC.
w/FIBERMESH WHEN GREATER THAN 2x4 UPRIGHT
IS USED, CONC.
FOOTING BELOW SIDE VIEW NOTE:
WHERE
PAVERS ARE PRESENT USE 5/16" TAPCON
XL (RED HEAD MFG.) MASONRY ANCHORS
TO PENETRATE UNDERLYING CONCRETE
FOOTING 2-1/4" (MIN.) 1/
4" MASONRY ANCHOR AT
EACH ANGLE 2 - #12 SMS 1/
4' TAPCON XL (RED HEAD MFG. OR EQUAL) 2
@ lx2 BASE 2
@'SLAB (BEYOND) 1
k2" BASE PLATE ANCHORED TO
CONC w/ 1/4" MASONRY X
Tg i ANCHOR 6" MAX EACH SIDE OF
POS'AND 24" O.C. MAX t.
CONC.
FOOTING BELOW FRONT VIEW - NOTE:
FOR
2Sc3 UPRIGHT TO DECK USE DETAIL "
B" - 2"X4" OR LARGER SELF MATING (1) 1/4" MASONRY ANCHOR @ BASE PLATE E/S UPRIGHT
TO DECK DETAILS SCALE: NTS NING
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PANELS SMS 5/
8"
NEO-WASHER-(3) PER PAN 12" /C
12" O/C FOR COMPOSITE PANELS 12 x
PANEL THICKNESS SMS PLUS 1" LG.) W/ 1-
ld' NEO- WASHER @ 12" O/C 12 x
2" SMS 12' O/
C (internal) COVER END PANEL 040 x
3" BEAM PER
PL U-header" 2) 1/
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PI AN WHERE MIDPOINT
ALTERNATES FOR DECK ATTACHMENT COL. IS
INDICATED SMB -PER
DETAIL B CHAIR RAIL
PER PLAN FASTEN PER
DE AI 1/8" X 3" RECEIVING CHANNEL WHERE PAVERS
ARE PRESENT INSURE 2) 1/4" X 2" QUICKSET INTO CONC. PENETRATION INTO
UNDERLYING CONC. OF 1 1/2" MI 2) #14 X 9/16" EIS COL. WHERE KICK
PLATE IS INDICATED 1/8" X 2 X 2 X COL SIZE ANGLE FASTEN W/#
10 X 9/16" SMS. 2) 1/4" X 2" QUICKSET INTO CONC. 8" O/
C AT PERIMETER 2)#14 X 9/16" E/S COL. FORWOODDECKALL. .. FASTENERS
TO
DECK 1/4"
X 2 1/2" GALV. LAG BOLT DETAIL: SCREEN
ROOM FRONT WALL SCALE: NTS
4 t 153 q% I
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Land Surveyors
769 Douglas Avenue, Altamonte Springs, Florida 32714 (407)788-8808
Aismber of the Ronda Swveykfg and kf pm Soo* and Ameriean congress on Surveying and MwPbs
Map of Survey
Lot 152>
0
Tract A'
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Lot
160 N
89'57104' W 190.00 425.
50 N
89 57'04' W 494.74 PCP CIL
River Landing Drive 34'
R/W)Tract B•Access RV I- 2—r-.36 DESCRIPTION
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PreventionCityofSanford
Building and Fire
Product Approval Specification Form
Permit #
Project Location Address 2730 River Landing Drive Sanford, FL 32771
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging
Sliding
Sectional
Roll U
Automatic
Other
2. Windows
Single Hun
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
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adhesive
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Elite Aluminum Corp 3" foam core 5500-R4.1
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June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
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6. Skylights
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7. Structural
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Applicant's Signature
Applicant's Name
Please Print)
June 2014.
Pow 441.,D G . 61iFl 5 st-CR ax
Florida Building Code Online https:Hfloridabuilding. org/pr/pr_app_dtl.aspx?param=wGEV XQwtDq...
a7:c+ra asa i erot a
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Product Approval Menu > Product or Application Search > Application List > 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@dokimengineering.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@elitealuminum.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or
Florida Professional Engineer
11Evaluation 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 QAI Laboratories Quality
Assurance Contract Expiration Date 12/31/2018 Validated
By Jorge A. Pomerantz, P.E. Certificate
of Independence Validation
Checklist - Hardcopy Received FL5500
R4 COI Indep.pdf 1
of 2 5/30/17, 12:04 PM
Florida Building Code Online https:Hfloridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDq...
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
Summary of Products
Florida Licensed Professional Engineer or Architect
FL5500 R4 Equiv Equiv.pdf
104.11.2
1709.3
Method 2 Option B
02/26/2015
03/08/2015
03/09/2015
04/15/2015
FL # I Model, Number or Name I Description
5500.1 I Aluminum / Aluminum Roof Panels l
EPS Foam Core Composite Patio Roof Panels
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5500 R4 II Dwg.pdf
Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE00465
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.pdf
combinations. FL5500 R4 AE Test _Reports l.pdf
FL5500 R4 AE Test Reports_2.pdf
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
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supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you
Chapter 455, F.S., please click here .
Product Approval Accepts:
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2 of 2 5/30/17, 12:04 PM
EPS FOAM CORE ROOF PANELS
ALUMINUM / ALUMINUM SKIN
J
MAXIMUM ALLOWABLE CLEAR SPAN TABLES:
3" Panels 4" Panels 6" Panels
Live Load Deflection 0.024" 0.032" 0.024- I 0.032" 0.024" 1 0.032"
tor Upliftl Limit Alum Skin Alum Skin Alum Skint Alum Skin Alum Skin Alum Skin
I 1-lb EPS 1-Ib EPS 1-Ib EPS 1-Ib EPS 14b EPS 1-lb EPS
1OP-f 1 L / 120 14'-0" 16'-3" IT-O" 19'.0" 23'-2" i 23'-9"
12 psf L / 120 13'-2" 15'-3" 1T-12" 1T-11" 21'-1" 22' S"
14 Ps f L 1120 12'-7" 14' 6" W'-V 17.-0" 20'-8" 21'4"
16 Psf L 1120 11'-12" IT-10" 16'-4" 16-3" 191AT 20'4"
18 Psf L / 120 11'-6" 13'-4" 15'-8" ! 15'-8" 19'-0" 19W"
20 psf L / 120 11'-2" 12'-10" 15'-2" 16-l" 18'-4" I 18,-11"
24 psf L 1120 10'-fi' 12'-l" 14'-3" 1 14'-3" 17'-3" i T-5"
28 psf 1 120 9'-11" 11' 6" 13-5" 13'-6" 16'-5' 1 16'-2"
32 Psf L / 120 T-3" 1 V-0" IT-S" 12'-7" 15'.5" 1 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.
SEAL JOINT
CONTINUOUS `
CAULKING
I
l-
awp 000000aoo o°aoo a0000
CROSS SECTION AT
TYPiCAr1A19ECiNTERCOCK
EPS ROOF PANEL SPAN DETAIL:
0.024" OR 0.032" ALUM 4' MAX WIDTH PER INTERLOCKING PANELTOP & BOTTOM FACINGS (1/4" PER FOOT MIN SLOPE)
DEFLECTION NOTES:
1. USE L/120 FOR ALL MEMBERS SUPPORTING ROOFS OVER AN OPEN OR SCREEN -WALLED
ROOM.
2. USE L/180 FOR ALL MEMBERS SUPPORTING ROOFS WITH A NON -PLASTERED CEILING OVER
AN ENCLOSED ROOM.
3. USE L/240 FOR ALL MEMBERS SUPPORTING ROOFS WITH A PLASTERED CEILING OVER AN
ENCLOSED ROOM, PER FLORIDA BUILDING CODE FIFTH EDITION (2014) TABLE 1604.3.
OTHER CONSIDERATIONS:
1. FRONT OVERHANG MAY BE UP TO 3'-0" WITH VALUES LISTED HEREIN. MAXIMUM
UNSUPPORTED SIDE OVERHANG IS 25% OF LAST PANEL WIDTH (i.e. 12" MAX FOR 48"
PANEL WIDTH).
2. ROOF PITCH SHALL BE AS PER BUILDING CODE REQUIREMENTS
CLEAR SPAN (L) INSIDE TO INSIDE
PANEL
REFER TO ADDITIONAL ENGINEERING SHEETS DEPTH
FOR
To
ROOF CONNECTIONS, &SUPPORTING
STRUCTURE DETAILS (BY OTHERS). THIS SHEET
CERTIFIES ALLOWABLE ROOF SPANS ONLY.
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)
aaacaliti
lt+lierr,,,!/ '
I,a/JBEPdNAk
MAXIMUM ALLOWABLE
DESIGN PRESSURES:
AS NOTED IN CLEAR
SPAN TABLES l'ATE
DESIGN NOTES: 'F
POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH
F
r 11r
THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC
4,Np>8rc`
1
ClJj `r101 E zBASISINACCORDANCEWITHTHEGOVERNINGCODE. SITE -SPECIFIC rrnn O
PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE
7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE FIFTH EDITION
w ^, W VJ ] w P U 0 J3
2014) SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE Z f}.. w
DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY L > G w a
AS SHOWN. a = m W 0GENERALNOTES: z%
1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE
booW
FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE FIFTH EDITION (2014) FOR USE OUTSIDE THE HVHZ.
COMPOSITE ROOF PANELS SHALL COMPLY WITH CHAPTER 7 SECTION 720,
V7 y
aCHAPTER8SECTION803, CLASS A INTERIOR FINISH, AND CHAPTER 26
SECTION 2603 OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014).
p
CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING
a
CODE AMENDMENTS WHICH MAY APPLY. DESIGN CRITERIA BEYOND AS
ySTATEDHEREINMAYREQUIREADDITIONALSITE -SPECIFIC SEALED
ENGINEERING.
2, NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN 3
THE DESIGN OF THIS SYSTEM,
3, THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT iSUPERSTRUCTUREWITHWHICHTHISDESIGNISUSEDSHALLBEzZ o
RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO
THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING
f...l O z
CONTRACTOR.
4. SEPARATE 'SITE -SPECIFIC SEALED ENGINEERING SHALL BE
i- i
F- 0
Q z
k
LL p x LL
REQUIRED IN ORDER TO DEVIATE FROM LOADS, DEFLECTIONS, OR SPANS J U Y O V'
CONTAINED HEREIN. LINEAR INTERPOLATION OF THE ALLOWABLE SPAN Q ~ TABLES LISTED HEREIN SHALL NOT BE PERMITTED. CONTACT THIS O Z OwENGINEERFORALTERNATESPANCALCULATIONSASMAYBEREQUIRED.
5. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE
INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT
w 0 zO U uki f
o O j
z
FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR J O o
a w
OU 0-0
REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR W V 0 u gUUSEINCONJUNCTIONWITHTHISDOCUMENT.
THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING
a O
p (- 6. LOADS ON ROOF, INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LULOADSWHICHMAYJUSTIFYGREATERDESIGNCRITERIA. THIS
ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED BY A c 0
G
0 O
LICENSED ENGINEER OR REGISTERED ARCHITECT.
a7, EPS CORE COMPOSITE PANELS SHALL BE CONSTRUCTED USING TYPE
3105-H354 ALUMINUM FACINGS, EXPANDED POLYSTYRENE FOAM SHALL c
vt p
w w
HAVE TYPICAL DENSITY OF 1.0 PCF AND SHALL BE MANUFACTURED BY
DYPLAST PRODUCTS, LLC PER MIAMI-DADE NOA #11-0926.07 (OR Q W a
CURRENT VERSION OF THIS NOA. THE EPS FOAM SHALL BE ADHERED TO
THE ALUMINUM FACING WITH ISOGRIP SP 202 ADHESIVE (BY ASHLAND
SPECIALTY. FABRICATION SHALL BE IN ACCORDANCE WITH APPROVED
FABRICATION METHODS BY MANUFACTURER FOR ALL PANELS,
INSULATES.THE CONTRACTOR IS RESPONSIBLE TO OR PROTECT ALL
MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. o a S @
9. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN
m
AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al.
INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & d
DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM
MATERIAL FABRICATION, SYSTEM ERECTION,& CONSTRUCTION PRACTICES
BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES a v rc c 3
FROM DEVIATIONS OF THIS PLAN. i
10. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.'e@
11. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO LL R5
THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS
CERTIFICATION. x
v
p fn sdNBe
TABLE VALUE DERIVATIONS: E13 11 14-a`
PANEL PROPERTIES:
C0Pn1cnTFWKL85W
14-14381. PANEL STRUCTURAL PROPERTIES DERIVED FROM CERTIFIED TEST
REPORTS Nos. HETI-05-1985,-05-1987,-05-1988,-05-1989,
05-1990,-05:1991,-05-1992,-05-1993,-05-1994,-05-1995,
05-1996,-051997,-06-2066,-06-2067,-06-2068,-06-2069,
scalE: N.T. s.
SAGE DESCRISTION
06-2070,-06-2071,-06-2072,-06-2073, &-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.
REQUIRED INSPECTION SEQUENCE
address: 3"1 3
PUILIDING PERMIT
Min Max .. Inspection Description
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
ELECTRICALPERMIT Min
Max Ins ection Descri tion Electric
Underground Footer /
Slab Steel Bond Electric
Rough T.
U.G. Pre -
Power Final Electric
Final Min
Max Inspection DeselCi tion Plumbing
Underground Plumbing
Sewer Plumbing
Tub Set Plumbing
Final miCHAIVICAi, .
PERMIT . Min Max
Ins ection Description Mechanical Rough
Mechanical Final
min 1Max
Gas Unde
Gas Roug
Gas Final
REVISED: June
2014