106 Garden Ct - BR17-000278 - GazeboBUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: / /2 — a L
Documented Construction Value: $ -30c.)C)
Job Address: historic District: Yes F1 No,3
Parcel I D: Residential O CommercialEl
Type ofWork: New AdditionEl AlterationEl Repair -El DcmoE1 Change of UseEl Move El Description of Work: (
A t\ ZX_ "10 Plan Review Contact
Person: Title: Phone: Fax: Email:
Property Owner Information
Name „ tz-F
Phone: i4<'Tj -) cztj ' Street: t0<; -
IM — izzr'-'V — Residentof property? I'j '7
1 City, State Zip: IrL, om City, State
Zip:
WRI State License
No.:
Architect/En ineer
Information r Name: - N r
iPhone: " ' 5 (,\,o (as IR-x Street: Fax: City, St, Zip:
E - to
ail: OA ON, Bonding Company: Mortgage Lender: 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 COMMENCEMENTMUST BE RECORDED AA `D 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 counnienced prior to the issuance
of permit and that all work will be performed to meet standards of all laws regulating construction u in this jurisdiction. Iunderstand
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: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit
Apt)lication
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 fl;cre may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance ofperi-nit is verification that I will notify the owner ofthe property of the requirements of Florida Lien Law, FS 711
The City of' Sanford requires payment of 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 char -es figured off the executed contract eweed the actual C0flStJ-L1Cti0t1 V,'flUC,
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.
Signa gent Date
Print Owner/Agent's Narne
signature ofNotary-State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID __ Type of ID
signature ofContractor/Agent Date
Print Contractor/Agent's Name
Signature ol'Notary-State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID __ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building 0 Electrical 04 Mechanical [] PlumbingE] Gas F] Roof [:]
Construction Typc:V&_ Occupancy Use: R3 Flood Zone:
Total Sq Ft of Bldg: --AqD--- Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps dJA Plumbing - # of Fixtures A
Fire Sprinkler Permit: Yes E] No of Heads Fire Alarm Permit: Yes [J No
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING---iC 2-IIA-X(o
COMMENTS:
Revisc& June 30, 2015 Permit Application
a
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
I understand that state law requires construction to be done by a licensed contractor and have applied for
an owner -builder permit nuclei- an exemption from the law. The exemption specifies that 1, as the owner of
the, property listed, may act as my own contractor with certain restrictions even though I do not have a
license.
I understand that building pernrits are not required to be signed by a property owner unless lie or she is
responsible for the construction and is not hiring a licensed contractor to assume responsibility.
I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
n his or her name instead of my own name, I also understand that a contractor is required by law to be
licensed in Florida and to list his or her license numbers on all permit and contracts.
I understand that Inlay build or improve a one -fancily or two -fatuity residence or a farm outbuilding. I
may also build or improve a commercial building if the costs do not exceed $75,000. The building or
residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
tpk lease. If a building or residence that I have built or substantially improved myself is sold or leased within
in I year after the construction is complete, the law will presume that I built or substantially improved it
for sale or lease, which violates this exemption.
rI understand that, as tyre owner• -builder, I rzrust provide direct, crnsite supervision of`the ecrnstrtrction.
r7t,"
rP_
I understand that I may riot hire an unlicensed individual person to act as my contractor or to Supervise
persons working on my building or residence, It is my responsibility to ensure that the persons whom I
employ have the licenses required by law and by city ordinance.
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
and materials. 1, as air owner -builder, may be held liable and subjected to serious financial risk for any
injuries sustained by an unlicensed person or his or her employees while working on my property. My
Homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -
builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is
not licensed to perform the work being done. Any person working on my building who Is not licensed
must work under my direct supervision and must be employed by me, which means that I must
comply with laws requiring the withholding of federal income tax and social security contributions
under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
for the employee. I understand that my failure to follow these laws may subject me to serious financial
risk,
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
abide by all applicable laws and requirements that govern owner -builders as well as employers. I also
understand that the construction must comply with all applicable laws, ordinances, building codes, and
zonine reaulations.
ell,
I am of aware of construction practices and I have access to the Florida Building Codes.
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
fliOl Construction Industry Licensing Board at 1-850-487-1395 or at www.iilytlorida.coi-n/dbpi-/pi-o/cilb/ for
more information about licensed contractors.
I am aware of, and consent to, an owner -builder building perrint applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
information that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department ol'Business and
Professional Regulation and the building department may be unable to assist you with any financial lossIn
that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if in unlicensed contractor or employee of an
individual or firm is injured while working on your property, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
coverage.
Property Address* i?_06
Ak do hereby state that I am qualified
and capable of performing the requested construction involved with the permit application filed and agree to the
conditions sDecified above.
MW
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding I year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing work that requires licensure under
the permit issued.
1191MMM
REQUIRED INSPECTION SEQUENCE
Footer Setback
el / Tie Beam / Fill Down Cell
on Rough In
nspection
Final Solar
Final Utility Buildiag
Final Door
Final Window 777777777 71
Final Screen Room
Final
Final Single Family Residence
Final
REVISED: June 2014
Electric UndeLground
Fo ter I Slab Steel Bond
Electricljough
T.U. a
Pre -Power Final
Electric Final:.
Alpine, an ITW Company
2400 Lake Orange Drive Suite 150 Orlando Ff. 32837
Florida Engineering Certificate of Authorization Number: 0 278
I"lorida Certificate of Product Approval n FL 1999
Page I of I Document ID AV W S408-Z0520 1024 17
rrass Fabricator: Accu-Span Truss Co any
Job Identification: 14662-/GAZEBO -- 106 GARDEN ST. SANFORD, FL (14662-/G
Truss Count: 3
N4 odel Code: Florida Building Code Sth Edition (2014)
fruss Criteria: TPI-2007(STD)
Engineering Sofi—Ire: Alpine Software,Version 16.01.
Structural Engineer of' Record: The identity of the structural FOR did not exist as of
Address: the seal date per section 61GI5-31.003(5a) of the FAC
minirpurn Design Loads: Roof - 37.0 PSF @ 1.25 Duration
Floor - N/A
Wind - 139 MPH ASCE 7-10 -Closed
N otes:
1. Determination as to the suitability of these truss components for the
structure is the responsibility of the building designer/engineer of
record, as defined in ANSUTPI 1
2. The drawing date shown on this index sheet nust netch the date shown
on the individual truss co orient drawing.
0. As shom on attached drawings; the drawing nunber is preceded by: HCUSR404,
Ref — Description Pra Linq# Date _
35107--A—1 16355047 12/20/16
2 35108--A2 16365048 12/20/16
335109--A3 163,5504912/20/16
9/1 K I is kf r
Oeea
S/0 NA1.
This documenthas been electronically signed
and seated using a Digital Signature, Printed
copies without an original signature must be
verified usingthe original electronic version.
12/20/2016
Dotiglas Herhirig
Truss Design Engineer-
400 Lake Cirangge Dr, Suite 150
Orlando FL, '12837
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MEN
14662-/GAZEBO -- 106 GARDEN ST, SANFORD, EL - Al)
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
But chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on AFRS with additional C&C member
design.
Calculated horizontal deflection is 0.11" due to live load and 0.14"
due to dead load.
U4 (A5R) H4 (A5R) -
0
Design Crit. FBC2014Res/TPI-2007(STD)
PLT TYP. gave FT/RT=O%(O%)/10(0) 15.
WARNING!* READ AND FOLLOW ALL NOTES ON THIS DRAW] NO!
S RT TIJ ISH -M RRA M TD ALL COXTPACTORS INCLUDING THE MTALLERS
1
c c
r!r1t3 x
lug Mr6 s_ ti P n_ y ached I h heng G cfic si',s34 t a 3>roparly
irey !.. s#xewz £'vr Farrza 1 r a4 w st,a i I M1 g,r+q aidatl przr °
ALd •
63 0> B10 ppl GI A G!Y YI d A h h- r
f IrmN,N IE Crasjn3, any•vailu c x:elbu, itl the truss i
R. ! -i iSfOA Tfie r { 3ePP iy is ,csr Y, em
TronTarmarcew,th A45i f,; A- r Tor —1 d ASPP r+3.
AN iiVd COPJDA:dY `- nklat lea s n .ir-«3, T ssas. Ar al on this drsslWp or p listing this d—Ing, IrM3oatss se..pus of Profss 1-1 engl s rl. responsiC3liiY sole iY for the deal ge aFmxn, The suitability aeM use of this drswirag for anY sirucwra 4s
24COL e.0Ora eDr S.ne 150 respansibi liey of the 8u,ldia9 De i51ne po. ANSI>TP! i Soe.2.
Onmco,FL _8 ! " 3 h gs ral oe a rrr ro .
I'iti ALPINF: - sp—r— caa,; TPI! ,rnro. n c,arg: K CA; 8sbc indusx. y. r,.o,s; IBC: aam-. ceza. ,erG
10-0-0
10 TkL/-/5/-/-/R/-
Tj LL 20.0 PSF
DL 7.0 PSF
DL 10.0 PSF
LL 0.0 PSF
TOT.LD. 37.0 PSF
D11R . FAC . 1.25
SPACING 24 , 0''
1 6
FROM MT
t i
THIS DW". PREPARED FROM COMPUTER INPUT {'DADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
14662-/GAZEBO -- 106 GARDEN ST, SANFORD, FL - A2)
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bet chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Filler 2x4 SP #2 Dense
Lumber value set "1313" uses design values approved 1/30/2013 by ALEC
Bottom chord checked for 10.00 psf non -concurrent live load.
NOTE: LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" D.C.
MAX. INCLUDING A LATERAL BRACE AT CHORD ENDS.
IF END WALL IS NOT BUILT TO THE CEILING,
THIS TRUSS DESIGN IS NOT VALID UNLESS BOTTOM CHORD IS PROPERLY
BRACED. BRACING SYSTEM TO BE DESIGNED AND PROVIDED BY OTHERS,
NIZ10P1113WAIII
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located
anywhere in roof, RISK CAT 11, EXP C, wind TO DL=4.2 psf, wind DO
DL=5.0 psf. GCpi(+/-)=0,18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Laterally brace BC at 24" OC in lieu of rigid ceiling. Laterally braceBCabovefillerat24" OC.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50,
2X4(A1)- 5X6= 2X4 (Al
10-0-0 10-0-0
20-0-0 Over Continuous Support -
R=83 PLF U=24 PLF W=20-0-0
RL=5/-5 PLF Ok *A
Note: All Plates Are 2X4 Except As Shown,
Design Crit: FBC2014Res/TPI-2007(STD)
PILT TYP, Wave FT/RT=O%(0%)/10(0) 15 1. .061.2 QT 1 L/-/5/-/-/R/- Scale =.3125"/Ft,
WARNINGI — READ AND FOLLOW ALL NOTES ON THIS DRAMINGI 0I- -IS O—ING TO ALL —1-7— M—ING -E 11 TALIERS, T LL 20.O PSF REF R408-- 35108
2, "'1 'I"Z' '7' .'2 CIL 7.0 PSF DATE 12/20/16
tl TE DL 10.0 PSF DRW HCUSR408 16355048
97 310, A-I, f—, .-I p-1—
L LL O O PSF HC ENG KD/DFMN, I.A l I IIV S- Id 4 OR\ ALP
co""yA17 ........ 1% TOT.LD. 37.0 PSF SEQN- 996206
A —1 Drill q or - p1W I Istl off d-iW. lodIcIO— ac—pto- of prof-Vi-1 VogliJng
1.1y roi' -.1
8 Oi DoIi, ANSJ/TP1 1 Soo 2. NAIL IDUR.FAC. 1.25 1 FROM MTr
ThI" .Febi I ity I - If il d iO, I- tOt /L
LAe Omng D, 150
Oflrdcl, FL 32837 th " j P- 7 1., 1FT, COA .0 178 1 ALIINF TPIICC' SPACING 24,0" JREF- 1VWS408 Z05 12/
2012016
THIS CAR PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR.
14662-/GAZEBO -- 106 GARDEN ST. SANFORD, FL - A3
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SIR #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SIR #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSO
Truss designed to support 1-0-0 top chord outlookers and cladding load
not to exceed 3,60 PSF one face and 24.0" span opposite face. Top
chord must not be cut or notched.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1,50.
E
3X6(A1)- 3X6(A1)=
i 1
1
R=878 U=281 W=7.625"
RL=121/-121
Note: All Plates Are 2X4 Except As Shown.
Design Crit: FBC2014es/TPI-2007(STD)
PLT TYP. Wave FT/RT=O%(O%)/10(0) 15.:
Lf t I+READ AND FOLLOW ALL MITES ON THIS DRAIN I
IMPORTANT" FURNISH THIS ORAWIM TO ALL RACTIAIM MWOING TTlE INSTALLERS
f1 T q, - b rsq h. di ^9 - rrg _ i i - ,C Hr g R ' r :'rd
irhe i ¢a CSi L I _ f pr t Se y 1 y TPi ai WTCA) .cy p 5
II3 B]
sec P fl -r9 f. - i i i 11 6 rcP Y' n9 FF+- bCSI< 13 d iie '
i1fl Pf { b! A Pli P! h t t '.s rM - d d
d i bF 1TA 8--,1 G £ ! ! 1 t
RkS ITFi 1,
AN tiVi C0MP.4i4Y
A seel on this d Irp or wr pap II tinq this tl Irq, IntlV Dies —ptam, of prof-5-1 wvlrrosrin
espaera ib1I1ty solely Par tM tleslgn sham. The suitebil#ty arA use of this tlrawirg fos arty strueT.ure #a
di Omix,Dc Eve150 resPo+z%1.iI itY of #w Ruiitl - G¢. —, per ANSIfiP1 1 Sec 2.
vd=V hL 2$37
y COA.0'78 ALPINE- wxw.sipine .a.cos' TPI mew.-F :ns vr9; WTCA wwe hs`irw.sx.ry .on, IC_ ........ e.orq
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design,
Calculated horizontal deflection is 0.13" due to live load and 0.14"
due to dead load.
Bottom chord checked for 10,00 psf non -concurrent live load..
i
3-71-15
I
1000
4-
U=281 =7,625"
1.Of 06 .2 TY: I/-/5/-/-/R/- Scale=.3125"/Ft.
TIC LL
j DL
20.0 PSF
7.1 PSF
REF R40f3-- 35109
DATE 12/20/16
t OL 10.O PSF f DR HCUSR408 16355049
LL 0.0 PSF HC-ENG KD/DF
i I0T.LD. 37.0 PSF I SEQN- 996215
S DUR . FAC . 1.25 FROM MT
SPACING 24,0" JREF- 1VWS408_Z05
12/20/2016
SUPPORT REPORT 10B DESCRIPTION: 14662
WIND CODE: ASCE 7-10 WIND MPH: 139 BLDG TYPE: CLOSED
TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND TRUSS
DLSC SPAN-ft SIZE -in, 1YPE XLOC-ft. YLOC-ft, MAX.+# MAX.-# UPLFT.-# PROFILE
Al 20,000 7.625 WALL 0,000 10.000 829 247
Al 20.000 7.625 WALL 19.365 10.000 829 247
m_._______________________________..____..______._-____________._..___._____-___-_______________-_________
A2 20.000 240.000 WALL 0.000 10.000 1660 480
A3 20,000 7.625 WALL 0.000 10.000 878 281
A3 20.000 7.625 W41- 19,365 10.000 878 281
n
t °+
W
M=9,M 07,9=11-MMMMMM
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Certified By
FL5325-R6
Revision
2014
Approved
SDP Inc.
410-130 Bridgeland Ave
Toronto,
866) 747-4035 Ext 4
sdipede@sdp-pi-oducts.com
Sandra Di Pecle
sdipede@sdp-products.com
Sandro Di Rede
410-130 Bridgeland Ave
Toronto
416) 780-1700
sandrodipede@belinet.ca
Sandra Di Rode
410-130 Bridgeland Ave
Toronto
416) 780-1700
sandrodipecle@bellnet,ca
Roofing
Underlayments
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Harcicopy Received
91131offiffilmllm
PE-59166
Intertek Testing Services NA, Inc.
11/18/2017
John W. Knezevich, PE
Validation Checklist - Flardcopy Received
EL532-5 —R6 LQL!21E01 C I Nieminen.odf Sections
from the Code 1507.
2.3 1507.
2.4
1507.2.8
150733
1507.4.5.1
1507.4.5.2
1507.5.3
1507.7.3
1507.83
1507.93
1507.9.5
1518.4
1523.6.5.2.1
1523.6.5.2.9
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
mamma Products
FL # Model, Number or Name
5325.1 PALISADE Roofing
Underlayments
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant. N/A
Design Pressure: N/A
Other. 1.) PALISADE is for use in non-HVHZ and HVHZ
jurisdictions, 2.) PALISADE SA -HT is not for use in
HVHZ. 3.) Refer to ER Section 5 for Limits of Use,
Description
Synthetic Roofing Underlayments
Installation Instructions
FL5325 R6 II -) I, 04 FINAL ER SDP UNDERLAYMENj5_EL5325_
R6.pdf
Verified By: Robert plierninten PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
FL5325 R6 AE 2015 04 FINAL ER SDP UNDFlal AMPNITS FL5325-
fj6. df
Created by Independent Third Party: Yes
Contact Us :: 1-601 Blair Stone Road Tdllajjasj(,g_fL 2Z,191) ftnv L,95(-_487-1824
I he State of Florida is an AA/EEO employee Eriv_acX tat , e t :: Aecessivai Carded _Ijt4t Lnient
Under Florida law, email addresses are public, records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487,1395, 'Pursuant to Section
455.275(t), Honda Statutes, effective October 1, 2012, licensees licensed under Charter 455, FS. must provide the Department with an email address if they have one.
The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an small address which can be made available to the public. to determine if you are a licensee under Chapter 455,
ES., please click here . Product
Approval Accepts: CA *
9 RR M
TRINITY I ERD
EVALUATION REPORT
SDP, Inc.
maim
OXFORD, CT 06478
Date of Issuance: 07/03/2009
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable mks and regulations governing the use of
construction materials inthe State ufFlorida, The documentation submitted hasbeenreviewmdbynmbert Nieminer\P.G.for use of
the product under the Florida Building Code and Florida Building Code, Residential Volume The products described herein have
been evaluated for compliance with the 5"' Edition (2014) Florida Building Code sections noted herein. LAusuma: Labeling
shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE:
This Evaluation Report is valid until such time an the named product(s) changes, the referenced Quality Assurance
documentation changes, or provisions of the Code that relate to the product change, Acceptance ofthis Evaluation Report
by the named client constitutes agreement to notify Robert Nieminen,PIifthe product changes orthe referenced Quality Assurance
documentation changes. Tdn(tyJERD requires a complete review of this Evaluation Report relative toupdated Code
requirements with each Code Cycle. AovEmnaeMsmr: The Evaluation Report
number preceded by the words "TMn|tyiERD Evaluated" may be displayed in advertising literature. If any
portion of the Evaluation Report is displayed, then it shall be done in its entirety. mspscnow: Upon request, a
copy of this entire Evaluation Report shall be provided to the user by the manufacturer o/ its distributors and shall be
available for inspection at the job site at the request of the Building Official. Prepared by: Robert J.
Kn.Nhemn7nem,
P.E. Florida Registration No. 59/*
aFlorida nCA^xF1w83 The faccionle,seal appearing was =
thori=by Robertmerninen, P.E.=uwmpom This does
not serve ",°"°mmro"sawsigned document. Signed, sealed hardcopieshave been
transmitted mthe W" Procinct Approval Administrator and to
the naneed client CERTIFICATION OF INDEPENDENCE: 1. Trinity |cno
does not have
nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products nevaluates. 2 Trinity I
ERD is not
owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nienrinen, P.E. does
not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being
issued. 4, Robert Nierninen, P.E. does
not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. s This isa building code
evaluation.
Neither Trinity |smonor Robert wieminen, p.s.ae' inany way, the Designer ofRecord for any project onwhich this Evaluation Report, o,previous versions thereof,
is/was used for permitting n,design guidance unless retained
ERDTRINITY!
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: PALISADE" Roof Underlayments, as produced by SUP, Inc., have demonstrated compliance with the
intent of the following sections of the Florida Building Code through testing in accordance with the applicable sections of the
following Standards. Compliance is Subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
FINEEMETMITTIT11%
Section Property Standard Year
1507,23, 1507.2.8,1507.4.5J, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006
1507A.5.2, 1507.53,1507.5,3,2, on Heating
1.507,73,15073.3.2,1507.8.3,
1507.8.3.2, 1507,93,1507.93.2,
1507.9.5, 1518.4
1518.4 Unrolling, Pliability, Behavior on Heating, ASTM D2626 2004
Breaking Strength, Water Vapor,
Perrueance
1507.2.4, 1507.53 Unrolling, Thickness, Max Load, Elongation ASTM D1970 2009
at Break, Adhesion, Thermal Stability, Low
Temp Flex,'Tear Resistance, Moisture
Vapor Permeance, Self-Sealability
150733 Installation Practice FRSA/TRI April 2012 (04-12) 201.2
15216.5.2,1 Dimensional Stability, Tear Resistance, TAS 104 1995
Breaking Strength, Water Absorption, Low
Temp Flex, UV Exposure, Accelerated
Aging, Cyclic Elongation, Water Vapor
Transmission
1523.651.9 Comparative Rupture TAS 117, Appendix B 1995
TAS 110 Accelerated Weathering TAS 110 2000
I REFERENCES:
Entit Examination Reference Date
ERD (TST6049) Physical Properties 54240,10,06 10/03/2006
ERD (TS16049) Physical Properties & Rupture 50404C.12,05-R2 02/23/2009
ERD (TST6049) Accelerated Weathering 537000.06JI 06/14/2011
ICC-ES (EVL2396) IBC/IRC Compliance ESR-1847 03/01/201S
Miami -Dade (CER1592) HVHZ Compliance 11-0714.05 11/10/2011
ITS-ET1_/WH (QUA1673) Quality Control Inspection Report 11/18/2014
4. PRODUCT DESCRIPTION:
4.1 Mechanicallyg h
4.1.1 PALISADE" is a synthetic roofing underlayment comprised of a polyolef in -coated, woven construction with dual skid
resistant surfaces. PALISADE" is acceptable for use in non-HVHZ and HVHZ jurisdictions, Refer to Limits of Use herein,
4.2 S f-AdheUnUnd erlamerits:
42.1 PALISADE" SA -HT is a self -adhering roofing underlayment comprised of a polyolefin-coated, woven construction with skid
resistant upper surface and self -adhering bottom surface. PALISADE" SA -HT is not for rise in HVHZ. Refer to Limits of
Use herein. Exterior
Research and Design, LLC. Evaluation Report 519010.07,09-112 Certificate
of Authorization #9503 FL5325-R6 Revision
2: 04/29/2015 Page
2 of 5
SA This ha building code evaluation. Neither niokv|snonor Robert mieminon P.E. are, inany way, the Designer of Record for
any project on which this am}vahon Report, orprevious versions thereof, is/was used for permitting or design guidance unless
retained specifically for that purpose 5.2 Non-
HVHZ Jurisdictions: 5.21 Fire
Classification isnot part v(this report; refer mcurrent Approved Roofing Materials Directory for fire ratings ofthis product. 5.2.2 PALISADE"
Roof
Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If
not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for
the prepared roof covering. 5.2.3 Allowable Roof
Covers: ME Allowable Substrates: PALISADE'" SA -
HT adhered ,mplywood
urmmechanically attadhadpAuSxoc=. 525 Exposure Limitations: PALISADE'" shall not be
left exposed for
longer than 180-days after installation. pxuSxos'" SA -HT shall not bcleft exposed
for longer than 30'daysafter installation 5.3 HVIHIZ Jurisdictions: 53A PxusAoc~SA-HT ionot
for use inyvoz. 53.
2 Fire Classification is not part of this Laboratory
Report; refer to current Approved Roofing Materials Directory for fire ratings ofthis product. 5.33 This Evaluation is for prepared
roofing applications, minimum deck
requirements shall be compliant with applicable pocsact/ons. 53.4 nxusAms=shall not beapplied inhot asphalt. 5.
3.5
PALISADE'" shall be installed in strict compliance with the requirements
for AITM o2I5' Type U or AGTKd D2626 underlayment in Section 1518 for the type of prepared roof covering to be
installed, 5.36 PALISADE" may be used with asphalt shingles, tile roofs (base layer
only), non-structural metal roofing / metal shingles, quarry slate, slate -type shingles and wood shakes &shingles. For tile roof applications,
PALISADE'" shall be mechanically attached as an anchor sheet
in accordance with Section 6.4 herein, followed bvramkunwMetal and Tile undedavment(mOAza-0486,O7).GAF undernoofz(moAza-oo4.
o)or CertainTeedRint|astic SACap <NVxz4'O724,1G>. 53.7 If pAusxos= is not specifically listed
in the prepared roof covering wO^` this
report may be submitted tothe xnJ or Miami -Dade Product Control Dept., along with fire classification information, for their consideration. 5.18 PALISADE'"
underlayment shall not be left exposed for longer than 180-days after installation.
sA All products listed herein shall have quality assurance audit in accordance with F.A.C.
Rule 61G20-3 requirements. Exterior Research and Design, uc Evaluation Rewms190muz09-R2 e*ificmofAmmmizatior*9503 a5325-R6 Revision o:uv/
o9/zuzs Page 3ws
N,
RINITY ERD
6A PALISADE'" Roof Underlayments shall be installed in accordance with SDP published installation requirements subject
to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application, and prime the substrate with Elastocol Stick.
63 Non-HVHZ Jurisdictions:
6.3.1 PALISADE'":
Shall be installed in compliance with the requirements for ASTIVI D226, Type I or 11 underlayment in FBC Sections 1507
for the type of prepared roof covering to be installed.
63,1.1 Nan Tile A lications.-
PALISADE'" is installed horizontally with the printed side up, and with 3-inch horizontal laps and 6-inch vertical laps.
Overlaps must run with the flow of the water in a shingle pattern. The underlayment is only attached to the roof deck
with roofing nails (smooth or ring-shanked) having 1-inch minimum diameter plastic or steel caps compliant with FBC
1507.2.6, Cap nails are spaced at 6 inches on center at vertical laps, and at 11 inches on center at horizontal laps. In the
field area, apply fasteners at 13 inches spaced vertically and 22 inches on center horizontally. All caps (including nails)
must be fully flush with the underlayment surface. Do not install fasteners over unsupported areas/voids. Repair all
tears, holes, or damage to the underlayment. For slopes less than 4:12, use a full 20" half lap over the underlying
Course. Apply underlayment up all abutments at least 6 inches.
In non-HVHZ high wind regions where V,,,, > 181 mph MA > 140 mph) or exposure beyond 30 days, increase the
fastener density to cap nails spaced 3 inches on center at vertical laps, and at 5.5 inches on center at horizontal laps. In
the field area, apply fasteners at 6.5 inches spaced vertically and 11 inches on center horizontally. In addition, secure
laps by folding all laps over before nailing, or taping securely across lap seams using exterior grade sheathing tape, or
sealants Such as roofing cement (asbestos free meeting ASTMD4586), EPDM or butyl to seal laps.
6.3.1.2 Piy_System:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein using PALISADE"' as the
mechanically attached base ply in a 2 ply underlayment system, followed by Tarnko TW Metal and Tile Underlayment
FL12328), GAF UnderRoof 2 Polyester -Surfaced Leak Barrier (FL10626) or CertainTeed Flintlastic SA Cap (FL11288) as
the top layer.
For mechanically fastened the roofing, refer to SDP published installation instructions, but not less than FRSA/TRI April
2012 (04-12), Table 1.
631 PALISADE SA -HT'":
Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type
of prepared roof covering to be installed.
The installer is responsible to determine whether priming is required to ensure,. PALISADE'" SA -HT will stay adhered to
the substrate.
6.3.2.1 NarL - _Ti It,_AppIicafla ns:
PALISADE SA -HT- is installed horizontally with the printed side up, and with 3-inch horizontal laps and 6-inch vertical
laps. Starting at the low point, and with salvage edge at the high point, position horizontally a full roll or cut the
membrane into 10-15 ft. (3-5m) lengths and re —roll loosely. Peel back 1-2 ft. (300-600mm) of release film, align the
membrane, and continue to peel the release film from the rnembrane. Press the membrane in place with heavy hand
pressure. Apply uniform pressure to the membrane roll side and end laps to insure water tightness and bonding to the
substrate.
Always work from the low to the high point of the roof. Follow good roofing practice by orientating PALISADE -SA -HT'"
so side laps shed water. Apply the membrane in valleys before the membrane is applied to the eaves. For valley and
ridge application, peel the release film; center the sheet over the valley or ridge, drape, and press into in place. Work
the center of the valley or ridge outward in each direction. Following placement along the eaves, continue application
of the membrane up slope. If nailing of the membrane is necessary on steep slopes, especially during hot or cold
weather, back nail and cover the nails by overlapping with the next sheet.
Exterior Research and Design, I.I.C. Evaluation Report S19010.07.09-R2
Certificate ofAuthonzation #9503 FL5325-R6
Revision 2: 04/29/2015
Page 4 of 5
6
R3
Ic
TRINITY! E.
6,4 HVHZ Jurisdictions:
6.4A sum E 1: Underlayment mechanically fastened to deck
Deck Type 1: Wood, Non -Insulated
Deck Description: Min. 19/32" plywood or wood plank
Underlayment: One or more plies of PALISADEE"° with minimum 4" wide head laps and minimum 6" wide end
laps, mechanically fastened to deck.
Fastening: HVHZ Approved nails and tin caps 6" o.c. at lap and three equally spaced staggered rows 12"
o.c. In the field.
Surfacing: HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles or slate.
6.4.2 System IEL21: Base underlayroiLnt mechanically _fastened to deck to la er adheredp
Deck Type 1: Wood, Non -Insulated
Deck Description: Min. 19/32" plywood or wood plank
Base Layer: One or more plies of PALISADE'" with minimum 4" wide head laps and minimum 6" wide end
laps, mechanically fastened to deck,
Fastening: HVHZ Approved nails and tin caps 6" o.c. at lap and three equally spaced staggered rows 12"
o.c, in the field.
lop Layer: Tarnko TW Metal and Tile Underlayment (NOA 12-0406,07), GAF UnderRoof 2 (NOA 13-
1104.11) or CertainTeed Flintlastic SA Cap (NOA 14-0724.16), self -adhered to the base layer.
See current FBC HVHZ approval for installation guidelines and limits of use of top layer.
Surfacing: HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles, slate or tile.
Note: For the applications, AHJ shall verify that top layer underlayments listed herein hold current
HVHZ product Approval arid/or Miami -Dade NOA for use as a the underlayment.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
MANUFACTURING PLANTS:
Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 0,A requirements.
QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc. — ETL/Warnock Hersey — QUA1673; (905) 678-4913
END OF EVALUATION REPORT -
Exterior Research and Design, L-C. Evaluation Report 519010.07.09-112
Certificate of Authorization #9503 FL5325-R6
Revision 2:04/29/2015
Page 5 of 5
SHINGLE LOADING
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ENGINEERING, SPECIAL CCNSIDERATIONS FOR MECHANICAL EIY'IaMENT
AND; OR PLUMBING (AND THEIR CiNaNECTisNS) IN TRUSS SPACE I
MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT
PRIOR TO FABRICAnON
CD Al r CTH S COMPANY IS A TRUSS MANUFACTURER WHOSERESPONSIBILITIESARELIMITEDTOTHOSEDESCRIBED IN WTCA
t_'B85 DESIGN RESPONSIBILITIES', ACCORDINGLY, 1T DISCLAIMS
RESPONSSfUTIES AND/OR LIABELITY FOR THE CONSEZUCTION
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TRUSSES ARE CAUfsONED TO SEEK PRCAESSIONAL ACMCE
REGA§ tG ERECTION BRACING WHICH IS ALWAYS REGIAPED TO
PREVENT TOPPLING AND ISOM ONO DURING ERECTION; AND
L r PERMANENT #T BRACING WHICH MAY BE PEYaj O N S£* CCIC
APPIdCA S SEE OWDE TJ L. OUG PRAGZ FOR HXNDLNG, 2 1 INSTALUNIC RESTRAINING & SPAONG OF METAL PLATE CONNECTED
Y#".AFD TRUSSES PECOMMENDA ONS'
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a • "`. t TRUSSES SHAU,. BE VISTALIZO IN A 5 RA£ AiT AND PLUMB
r2 POSIOGN WERE NO SHEATHING S A.PF',ED DIRECTLY "^ P
AAND/TR BOTTOM CHOIRDS THEY SHALL RE SPACES, AS SP .F:6D
AT THE E ONEERED "`E&ON, TRUSSES SPIA.L BE HA,,'DL D WTH
r-1 REASONABLE CAPE SPRING ERECGON TO PREVENT DAMAGE OR
S PEPSONAv .Njl4Y:
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APPROVAL OF THIS TRUSSSS LAYOUT S
Lij NECESSARY BEFORE FABRICATION .AN BEGIN,
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AND BEARING t NDIT,CGNS, ACCEPTANCE O
THIS LAYOUT ASSUMES TOTAL RESPOINSIBILITY. L.L.
cn TRUSSES WILL BE BUILT PER THIS LAYOUT,
GO
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2 ROCiF I ; FLOOR
TRU S ;S 'TRUSSES
d CCU —SPAN TRUSS CO. m 467-321--1440; 386-872-50981352-557-4901
fir L.. 3Ii? Cs`B,''C7 )D % OIRNI ND 1,F::iCH / MA', CO'l FE
CUSTOMER
T A CONSTRUCTION
JOB NAME
GAZEBO 2 C' X 22'
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SCALE DATE IDRA'WN BY JOSS NUMBER
12-20-$6MIKE Ti