HomeMy WebLinkAbout210 Justin Way - BR18-002831 - BACK PORCH ADDITIONCITY OF
SkNFORD
FIRE DEPARTMENT
Building & Fire Prevention Division
PERMIT APPLICATION
J-
Application No: 83
Documented Construction Value: $ 5'000
01
Job Address: .210 R E+- r) W 2I 50KEDk4 F/ .22±M Historic District: Yes No Parcell):
Residential [-Commercial Type
of Work: New Addition' Alteration Repair Demo Change of Use Move Description
of Work:,., , r i.-.c Ae1 1 TIOtJ Plan
Review Contact Person: * C101odla L- Hrznand CZ Title: Phone:
CWI-)6'10 80 9 C, • Fax: RRFIW T.TreProperty
Owner Information Name
CIAOCJIG L. LIP-t hdyrC1P vStreet:
a zU WV1 W" City,
State Zip: S n G-c+ 9 ?J3 Name
Street:
City,
State Zip: Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Phone:
C. c.K q-) G=f0R08S Resident
of property? : Contractor
Information Phone:
Fax:
State
License No.: Architect/
Engineer Information Phone:
Fax:
E-
mail: 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 611 Edition (2017) Florida Building Code Revised
January I, 2018 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time ofsubmittal.
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.
lEKE
ignature of Owner/Agent Date
ClovdICL L. HononCletz
Print finer/Agent's Name
7 5-1g
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature o Da]
23
Signature of Notary -State of Florida Date
ANNETTE BLANDC1vPU•i i Notary PUDIIG State o1 Fl
Commission # GG 0606
My Comm. E10911 Jan 16,
Owner/A e t ersona ly Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID Type of ID Produced 1D Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
see- /
APPROVALS: ZONING: 7.2- -20/B J r UTILITIES:
01
ENGINEERING: FIRE:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:: 7r= t$
COMMENTS: Ok SAAWA or+
Revised January I, 2018 Permit Application
SCPA Parcel View: 10-20-30-501-0000-0650 Page 1 of 2
Aft'\CIA Property Record Card
PAPPkMR Parcel: 10.20-30-501.0000-0650
raoraoouwrv.wana Property Address: 210 JUSTIN WAY SANFORD, FL 32773
Parcel Information
Parcel 10-20-3D-501-0000.0650
Owner(s) PIERNANDEZ, CLAUDIA L
Property Address 210 JUSTIN WAY SANFORD. FL 32773
Mailing 210 JUSTIN WAY SANFORD, FL 32773
Subdivision Name GROVEVIEW VILLAGE
Tax District S7-SANFORD
DOR Use Code 01-SINGLE FAMILY
Exemptions
9r.
00'
r
s9 4'
So
111.11 ole C my GIS
Legal Description
LOT65
GROVEVIEW VILLAGE
PB 19 PGS 4 TO 6
Taxes
Value Summary
2018 Working 2017 Certified
e
Valuation Method o I !oh(
Number of B IWI
Depreciated Bldt
Depreciated EXF
Land Value (Mai 61A
Land Value Ag jW" 6'07{ Just/Market Val
Portability Adj
Save Our Homes Adj r.--
Amendment 1 Adj 12,328 5,566
P&G Adj 0 Iso
Assessed Value 127,656 116,051
Tax Amount without SOH: $2,246.00
2017 Tax Bill Amount $2,246.00
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 127,656 0 127,656
Schools 139,984 0 139,984
City Santoro 127,656 0 127,656
SJWM(Saint Johns Water Management) 127,656 0 127,656
County Bonds 127,656 s0 127.656
Sales
Description Date Book Page Amount Qualified Vadlmp
QUIT CLAIM DEED 5/1/2017 09058 0767 100 No Improved
WARRANTY DEED 511/2006 06248 1618 235,0D0 Yes Improved
WARRANTY DEED 611/2005 05796 0157 161,0D0 Yes Improved
CERTIFICATE OF TITLE 5/1/2005 05732 1853 136.700 No Improved
WARRANTY DEED 5/1/2004 05418 0843 146,000 Yes Improved
QUIT CLAIM DEED 5/1/1996 03078 0234 100 No Improved
WARRANTY DEED 9/1/1988 02024 1685 78,900 Yes Improved
WARRANTY DEED 1/1/1988 01921 1227 74,0D0 Yes Improved
WARRANTY DEED 9/1/1982 101411 0497 55,500 Yes Improved
WARRANTY DEED 8/1/1981 1 01352 1517 478.800 No Vacant
Page 1 of 2 (11 Items) [1] j
Find Comparable Sales
Land
http://parceidetail.scpafl.org/ParcelDetailInfo.aspx?PID=l 0203050100000650 6/25/2018
REQUIRED INSPECTION SEQUENCE
BM 19 - 7- S I Address:
Ma Max Ins eetion IIDeseri tibn
p Footer / Setback
Siemwall
Foundation / Form Board.Surve
Slab /' Mono Slab Pre our
Lintel / Tie Beam / FilI / Down Cell
Sheathing — Walls-
Zo Sheathing— Roof
0 Roof Dry In
p Frame
sO Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
1 Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final' Door
Final Window
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final.
Pre -Demo
Final Demo
Final Single Family Residence
Final Building Other
min max lln3 ection IIDesen don
Electric. Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
1 eloo Electric Final
i fiL..L'.PY`.iQtI ILQY, ot`.t'r.'1 ,•?%.i.$.+°>?
y:.:yt- ..iss:ri, ,,^:k.. ?:'. -•.
IIIln Max IInS ection IIDescrn tionY
Mechanical Rough
Mechanical Final.
IOl[in max rmslgection IIDescri tion
Gas Underground
Gas Rough
Gas- Final
REVISED: June 2014
Revision
Response to Conlmento,(
Permit
Project Address: oC
Co
IV , IV }7T 1 )
Contact: C q) 70" Tb0 9S
Ph: C t -) (SV —0y Email:
ClaudIcL2 (Z—W• Trades
encompassed in revision: Building
Plumbing
Electrical
Mechanical
Life
Safety Waste
Water Department
Utilities
Waste
Water Planning
Engineering
Fire
Prevention Building
JUL
2 3 203 Submittal
Date Fax:
e
City of Sanford Building &
Fire Prevention Division Ph:
407.688.5150 Fax: 407.688.5152 Email:
building@sanfordfl.gov General
description of revision: ROUTING
INFORMATION Approvals
p11°ORp CITY OF
Sk 4FORDc O
aBUILDING DIVISION
PLAN REVIEW COMMENTS
Application Number: 18-2831 Date: 07/17/2018
Project Description: Addition Contact Name: Claudia
Address: 210 Justin Way Contact Email: Claudia25(a)me.com
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review. The comments noted in this review 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 in letter form are not permitted. All references to FBC Chapter I are as
amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies ofaffected plan sheets and/or
supplemental information as requester! Permit submittals will not be accepted without two copies.
COMMENTS:
I . Submit two (2) copies Florida Product Approval and corresponding installation instructions for the windows, sliding door,
roofing material and underlayment.
FBC107
2. Electric receptacles are required along the existing house walls to meet spacing requirements. The plans do not indicate any
electrical receptacles along this wall. Please revise the electrical page to show the required receptacles.
FBC 107.
Any error or omission in this plan review shall not be construed to grant approval of any violation ofany of the adopted codes or municipal
ordinances ofthis jurisdiction.
Office meetinPs with lire plans examiner to discuss comments will require an appointment, arranzed by phone or email prior to arrival.
Respectfully,
Steve Fiorey, CBO
Deputy Building Official
i•
L
I
L
C
OWNER BUILDER STATEMENT/AFFIDAVIT
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.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
I understand that state law requires construction to be done by a licensed contractor and have applied for
an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of
the property listed, may act as my own contractor with certain restrictions even though 1 do not have a
tLpll
license.
I understand that building permits are not required to be signed by a property owner unless he or she is
LP responsible for the construction and is not hiring a licensed contractor to assume responsibility.
1 understand that, as an owner -builder, I am the responsible party of record on a permit. 1 understand that 1
may protect myself from potential financial risk by hiring a licensed contractor and having the -permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
iL r r
1
licensed in Florida and to list his or her license numbers on all permit and contracts.
I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. 1
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
lease. If a building or residence that I have built or substantially improved myself is sold or leased within
L 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.
I understand that, as the owner -builder, I must provide direct, onsite supervision ofthe construction.
I understand that I may not 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 1
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 an 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 1 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.
Rev. 9. l 4.2009
I
Ll
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
y understand that the construction must comply with all applicable laws, ordinances, building codes, and
zoning regulations.
1 am of aware of construction practices and 1 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. 1 also understand that 1 may contact the Florida
Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for'
more information about licensed contractors.
1 am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that 1 am the party legally and financially responsible for the proposed construction activity at the address
h p listed below.
1 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.
L
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 of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
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 an 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: T)I n ""I ` `^- (::- 1 ? 2-3-_-
1, C (Cr vd l o`, L. H-L"1 r a vn d e4 . , 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 specified above.
ate
Form of Identification
Must be Photo ID)
2 5 Is -
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 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.
Rev. 9.14.2009
RECORD COPY
JUN 2 5 20
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
L.L • Ls -
DATE
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE 4
I-ICENSE 1*0 PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE,
ASIDE ANY OF THE PROVIf
CODES, NOR SHALL ISSUM
THE BUILDING OFFICIA
REQUIRING A CORRECTIC
CONSTRUCTION OR VIO
0V1LDlv&
SANFORD
F'°ARTN'+•c'
1A-2831
Addition at: 210 Justin Way, Sanford, FL 32773
CONSTRUCTION TYPE: VB CODE:
LOADS: 2017 Florida Building, Mechanical and Plumbing Codes
Floor National Electrical Code 2014 Edition
Live Loads: 40 psf Florida Accessibility Code
Dead Loads: 20 psf Applicable NFPA, State, Federal and local codes and ordinances
Soil Bearing Pressure: 2,500 psi
Roof and Wind Loads DESIGN PARAMETERS:
Roof Live Load: 20 psf _ This structure has been designed to meet or exceed the 140 mph
Roof Dead Load: 12 psf Vult wind load requirements of The 2017 Edition of the Florida
Risk Category:11 Building Code, Chapter 16.
Basic Wind Speed, Vult: 140 mph
Wind Exposure: B
Surface Roughness: B
Enclosed Building
A 11d tt a rJ 3oG
1\GiIIVY1. 6rVl1N1GW Jul NIVJJ
hatched area including existing
pool deck or any other slab
under cross hatched concrete.
Existing Partial/Demolition Plan
Scale 1/4" = F-0"
00
I —
Dining Kitchen
Bedroom
DD
F-3 '
Existing
Slabs at FsamelevelIDenotes #5 bar
concrete 12" long, set in epoxy,
I5" min. embed.
F-1 F-2
Q F-3
Denotes #5 bar
12" long, set in epoxy 4" st
spaced @ 6', and 1' alo7ine
from comers, 5" min.
embed.
F-I F-2
Foundation Plan
2T-84" I I Scale 1/4" = 1'-0"
r 31'-84"
Q
5'fi4" — 5'-32"
r 31'-84"
1 1VV1 1 14La1
Scale 1/4" = P-0"
Footer Types S4" Threaded anchor, Frame wall
6" embed, at corneas, Drill & #5, 5"
or 48" o.c. r
maa., w/ 2" square Fermbexl min. ([t 6 C.
washer gg slab
245 rebarl
II - - I •
F-1
a
2 t5 rebate, 3"
bottom clear.
F•2
Exumg b
dab #S rchr
t
1 f— s'•s' 'v
F-3
WINDOW AND DOOR ATTACHMENT NOTES
Window and door assemblies to conform FBC 2017 (6th Edition) Chapter 3 Section R301.2(2)
2x PT bucks/nailer shall extend beyond interior face of window, fasten buck to masonry w/ J"x3"
Tapcons 6" from edges and 16" o,c, max.
Bucks less than 2x to be fastened with cut nails or equivalent, structural connections of window to
structure by others in this case.
Bldg. with Exposure B and Ult. Wind Speed 140 mph
Sf Pos. Pr. Neg. Pr. Sf Pos. Pr. Neg. Pr.
Zone 4
A 10 35.30 38.20
Zone 5
F 10 35.30 47.20
B 20 33.70 36.70 G 20 33.70 44.00
C 50 31.60 34.60 H 50 31.60 39.80
D 1 1001 30.00 33.00 I 1100 1 30.00 1 .36.70
E 1 500 1 26.30 1-26.30 1 K 15001 26.30 1 -29.30
Q
3
o
y N
Wind Pressures as Per The Florida Building Code 2017 Edition (Components dt Cladding)
Window Schedule
Window Frame
Type Size Type Remarks
35SH
W1 53"x63" Wood Egress
W2 5 Wood 24SH5/850
Door Schedule
Door
Type Size Remarks
DI 2' 6" x 6' 8" Interior
D2 5' 0" x 6' 8" Interior bifold
Exterior slidingD36' 0" x 6' 8" glass door
Rear View
Scale 1/4" = 1'-0"
Bearing T 91/2"
1ram"
Left View
Scale 1/4" = 1'-0"
Open
Right View
Scale 1/4" = 1'-0"
Step 1
r.
s
Attach sill strip with top edge level with rough
sill-, extend beyond edge of rough opening at
least 8". Secure all building paper or similar
approved flashing material with galvanized
noils or power driven staples.
Step 3
Step 2 ,
I \
ate
WINDOW 111
Attach jamb strips with side edge even
with rough—jomb froming. Start strip
1 " below lower edge of sill strip and
extend 4" above lower edge of lintel.
Step 4
C
l2 min.
overlop
A
Commencing at the bottom(sole plate) of the
Install window into rough opening with sill wall, loy building paper under sill strip.
and jamb flanges over previously installed Cut any excess building paper that may extend
flashing. Attach head flashing over the above the sill flonge line on each side of
window flange. opening (shown as dashed line). Do not cut
building paper horizontally so the paper
will lop over the jamb strips. Install successive
lines of building paper (B,C,D etc) over jamb
and head flanges, lopping each course.
WINDOW FLASHING DETAIL
Door Similar)
Existing
4e
a^
MrA
R-30 insulation
Rolled roofing over —
15# felt and U CDX plywood,
or 16" OSB nailed w/
8d common nails 4" o.c.
short side, 6" o.c. long
Aluminum side and 12" o.c. in field.
drip edge
4-1Od nails, 2x4 with
typ. 4-1 Od nails
to each
Alum. fascia 2x8 rafter J 2x4
Vented alum. 2-10d nails 4" o.c. kicker
soffit @ 16" extension
splice
ceiling
Simpson MTS20 2-2x4 drywall
w/14-10d nails to late
PT structural
sheathing over
water resistive
barrier
2x4 bottom plate.
Pressure treated
PP
2" drywall
over R-13
insulation and
2x4 at 24" O.C.
Wall Typical Section
Scale 1/4" = 1'-0"
Rolled roofing over
15# felt and 11 CDX plywood,
or 16" OSB nailed w/
8d common nails 4" o.c.
short side, 6" o.c. long
Aluminum side and 12" o.c. in field.
drip edge
truss
2,500 psi concrete footer
over 6 mil. poly vapor
barrier on clean compacted
and termite trated fill
4-10d nails, 2x4 with
typ. 4-1 Od nails
to each
Alum. fascia 2x8 rafter 2x4
Vented alum.F240d nails 4" o.c. kicker
soffit 16" extension
lice%"
ceilingSimpsonMTS20drywall
w/14-IOd nails, moisture
each roofrafter -x6 header
resistant
4x4 PT post Simpson RPBZ (inside comer)
w/ 2-1/4" Titen screws
at base and 4-1/4"xl%
SDS screws at post
i
Existing
1—J 2,500 psi concrete slab with
fibermesh or 6x610/10 WWF over
Typical Section at Post 6 mil. poly vapor barrier on clean
Scale 1/4" =1'-0" compacted and termite trated fill
Blocking ® 36" o.c.
Roof SLeafts Laywt
Not to kale
I
e
t
ROOF DECK NAIL SPACING
ZONE EDGE Fffi.D
1 6' 8'
2 4• 6'
3 4' 4'
NAILS
Zone 1, 2 and 3 8d
Medronically Driven Nash
AcogAW As Follows:
Min. Shale Du. 0.113'
Addition
wall framing
Simpson 1-RPBZ at
inside comer of post
w/2-3/8" anchor bolt
and%4"xl% Simpson
SDS screws
Simpson HH4 -
w/ 9-16d at M's
and 4-16d at wall,
typ. at post
2-2x6 beam
Details at Open Porch
Scale 1/4" = 1'-0"
Exist. block wall
2x's typ
1/2" AB 48" o.c.
6" min. embed.
Simpson SP2 top
Simpson SP1 bot.
Simpson LSTA15
Simpson SP1 -
top and hot.
Simpson SP4
each stud
HEADER SCHEDULE
2-2x's coon. glued and nailed w/ 16d 12' omni% 1/2• plywood flitch
3-2x's com glued andnailed w/ 20d 131 o.c. both aides using 1/Y plywood flitch between26
OPENING
WIDTH
BEARING WALL NUMBER
OR SHEAR WALL OF JACKS NON BEARING WALL
Of01 to 3' 01 2x6's 1 2x4's
3' 1 • to S0' 2xn 1 2x4's
5111to7'0' 2xlas 2 2x61
7111to9(r 2x12s 2 2x81
Typical Load Bearing Wall Opening Detail
Exist. block wall
2x8 roof
rafter
Simpson LUC26Z
w/6-16d at post and
4-10dxl % nails at
2x6
4x4 PT 4x4 PT ---
post post
Details at Open Porch
Scale 1/4" = F-0"
Simpson LUC26Z a = 4' 1
w/4-1/40" Tapcon
at block wall and
4-1Odx1%2 nails at
2x6
2x6 rafter
at end only
Top of 2x6 8'-1"
Cover 2x6 and
20 roof rafter
with PT rated
sheathing w/
IOd nails 12" o.c.
Wall Sheathing Nail Spacing
Zone Edge Field
1 4" 4"
2 6" 8"
Nails Zone 1 and 2 8d
2-2)'s min.
at comers
Electric Plan
Scale 1/4' -1'-0'
F-I0o
NOTES:
I -Rafter spacing max 2' o.c
2-All lumber SYP grade 2.
3-All lumber exposed to thr
to be pressure treated.
4-All lumber in contact will
masonry to be pressure tree
5-Provide 2x4 blocking at a
rafters at mid span.
Roof Framing Layout
Scale 1 /4' - Nr
elements
i concrete or
ted.
I
Electrical Legend
D Smoke Detector
interconnected, with backup battery)
220 volt outlet
tb Duplex convinience outlet
6,F Are fault outlet
Electric junction box above ceiling for future fixture
Q TEL Telephone
Wall switch
3 Three way switch
Duplex outlet w/ ground fault interrupter
GFI Outlet w/ ground fault interrupter
WPQp GFI weather proof outlet w/ ground fault interrupter
Ceiling mounted light fixture
Wall mounted light fixture
Spot light fixture
Ceiling fan
with light
e- Television cable
02 Carbon Monoxide Aland
00
SCOPE OF WOIM:
2 NEW WALL AIR CONDITIONERS
FOR NEW ADD" AREA
DD .
Li
O
y
Ix
WALLAIR
CONDITIONS 2W CFM
O
CONDENSATE DPA
WO CFM
n
WALL .]
Mechanical Plan CONDMW tE DRAM
Seale 1/4" - V-O"
O b
u 3
IIVAC PLAN NOTES
C
f-
o
PROWDE CONDo15ATE DRWN. TERMINATE IN A GRASSY OR LANDSCAPE AREA . A MINIMUM OF 12' FROM 714E BUILDRIO. rQ N
LL I WAO16Ni1 7WOMU CeMAleet Wind— Al, Gndttlen"r eed /Meter
Prod et S~Kf a IeM
Gera LennUt : A (fak
rZ
CaePne ANneereee: E.3 Lu E
t o0no • Two z m
Wrtee. , I'ri W
a
N
O
to
RECORD COPY
FORM R40N017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: 210 JUSTIN WAY Builder Name:
Street: 210 JUSTIN WAY Permit Office:
City, State, Zip: SANFORD , FL, 32773 Permit Number.
2 8 3 1 nSANFORDOwner:. Jurisdiction: - nde(FloridaDesignLocation: FL, Orlando County:: Sem Climate Zone 2)
ARTti
1. New construction or existing Addition 9. Wall Types(684.4 sgft.) Insulation
2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 684.40 ft2
b. N/A R= ft2
3. Number of units, if multiple family 1 c. N/A R= ft=
4. Number of Bedroonv(Bedrms In Addition) 1(0) d. N/A R= ft'
10. Ceiling Types (306.2 sgft.) Insulation Area
5. Is this a worst case? No a. Knee Wall (Vented) R=30.0 306.17 ft'
6. Conditioned floor area above grade (ft') 306.170013427 b. N/A R= ft=
Conditioned floor area below grade (ft) 0 c. N/A
11. Ducts
R= ft'
R ft2
7. Windows(39.8 sqft.) Description Area
a. U-Factor. Sgl, U=0.40 39.75 Its
SHGC: SHGC--0.25
b. U-Factor N/A fP 12. Cooling systems kBtu/hr Efficiency
SHGC: a. PTAC and Room Unit 10.6 EER:14.00
c. U-Factor. N/A 1tz
SHGC: 13. Heating systems kBtu/hr Efficiency
d. U-Factor. N/A ft' a. Window/Wall Heat Pump 10.6 HSPF:14.00
SHGC:
Area Weighted Average Overhang Depth: 1.333 ft.
Area Weighted Average SHGC: 0.250 14. Hot water systems - Supplemental for addition
a. Electric Cap: 40 gallons8. Floor Types (306.2 sgft.) Insulation Area EF: 0.920
a. Slab -On -Grade Edge Insulation R=0.0 306.17 ft° b. Conservation features
b. WA R= ft2 None
c. N/A R= ft' 15. Credits CF, WHF
Glass/Floor Area: 0.130
Total Proposed Modified Loads: 10.16 PASSTotalBaselineLoads: 13.43
1 hereby certify that the plans and specifications covered by Review of the plans and o'iRB.sTq
this calculation are in compliance with the Florida Energy
Code.
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
PREPARED BY: IVAN J VILA Before construction is completed
DATE: 2018-O6-22 this building will be inspected for c
compliance with Section 553.908
I hereby certify that this building, as designed, is in compliance Florida Statutes.
with the Florida Energy Code. c D M g'
OWNER/AGENT: BUILDING OFFICIAL:
DATE: DATE:
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed In accordance with R403.3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with fit402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 5.00 ACH50 (11402.4.1.2).
61=018 10*42 AM EnergyGauge® USA - RaRes2017 Section R405.4.1 Compliant Software Page 1 of 4
FEIRM RAQ&2617
PROJECT
fBuildingType: r Name:
nits:
r Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
210 JUSTIN WAY Bedrooms: 1
User Conditioned Area: 306
Total Stories: 1
1 Worst Case: No
Rotate Angle: 0
Cross Ventilation: No
Whole House Fan: Yes
Single-family
Addition
Address Type: Street Address
Lot #
Block/Subdivision:
PlatBook:
Street: 210 JUSTIN WAY
County: Seminole
City, State, Tip: SANFORD ,
FL, 32773
CLIMATE
J Design Location
Design Temp
TMY Site 97.5 % 2.5 %
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Orlando FL ORLANDO_INTL_AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Block1 306.1700 2449.4
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Main 306.17 2449.4 No 2 1 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter R-Value Area Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio Main 70 ft 0 306.17 ft' — 0 0 1
ROOF
J # Type
Root Gable Roof
Materials Area Area Color
Solar SA Emitt Emitt Deck Pitch
Absor. Tested Tested Insul. (deg)
1 Gable or shed Composition shingles 323 ft' SO ft° Medium 0.75 No 0.9 No 0 18.4
ATTIC
J# Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 306.17 ft2 N N
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Free Truss Type
1 Knee Wall (Vented) Main 30 Batt 306.17 ft' 0.11 Wood
6/22/201810:42 AM EnergyGauge® USA - FleRes2017 Section R405.4.1 Compliant Software Page 2 of 4
EADU RAHL049
WALLA
Adjacent Space Cavity Width Height Sheathing Framing Solar Below
1
2
3
4
N
S
E
W
Exterior Frame - Wood
Exterior Frame - Wood
Exterior Frame - Wood
Exterior Frame - Wood
Main 13 11 0.5 8 0
Main 13 11 0.5 8 0
Main 13 31 8.75 8 0
Main 13 31 8.75 8 0
88.3 ft=
88.3 ft'
253.9 ft'
253.9 ft2
0 0.01
0 0.01
0 0.01
0 0.01
0
0
0
0
DOORS
Omt Door Type Space Storms U-Value
Ft
Width
In FHeightln
Area
1 S Insulated Main Metal .46 6 6 8 40 ft2
WINDOWS
Orientation shown is the entered Proposed orientation.
Wall
Omt ID Frame Panes NFRC U-Factor SHGC Imp Area
Overhang
Depth Separation Int Shade Screening
1 W
2 W
4 Vinyl Single (Clear)
4 Vinyl Single (Clear)
Yes 0.4 0.25 N 17.7 ft2
Yes 0.4 0.25 N 22.1 ft2
1 ft 4 in 1 ft 4 in
1 ft 4 in 1 ft 4 in
IECC 2012
IECC 2012
None
None
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000254 204.1 11.21 21.07 1855 5
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Main 0.92 40 gal 40 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
Collector
System Model # Collector Model # Area
Storage
Volume FEF
None None ft2
6/221201610:42 AM EnergyGauge® USA - FlaRe92017 Section R405A.1 Compliant Software Page 3 of 4
rnD&A OAArLon47
TEMPERATURES
Programabte Thermostat: N Ceiling Fans:
Coding Jan
Heating Jan H Feb
Feb
Mar
Mar E Apr [ ] May [X]
y l ]
Jun
Jun
Jul
Jul
X] AugX] Aug SepSe (] Oct
Oct
Nov
CX] Novoi
Dec
Venting Jan Feb Mar X) A I 1 M [ 1 Jun I 1 Jul 1 Aug 1 Sep [Xl xl Dec
TThemnostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Coding (WD) AM 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5
PM 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5
Cooling (WEH) AM 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5
PM 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5
Heating(WD) AM
PM
68
68
68
68
68
68
68
68
68
68
68
68
68
68
68
68
68
68
68
68
68
68
68
68
Heating (WEH) AM
PM
68
68
68
68
68
68
68
68
68
68
68
68
68
68
68
68
68
68
68
68
68
68
68
68
MECHANICAL VENTILATION
Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Coding System
None 0 0 0 1 - WindowMall Heat Pum 0%1 - PTAC and Room Unit
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FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 76
The lower the EnergyPerformance Index, the more efficient the home.
210 JUSTIN WAY, SANFORD, FL, 32773
1. New constriction or epsting
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (M
7. Windows" Description
a. U-Factor. Sgl, U=0.40
SHGC: SHGC=0.25
b. U-Factor. N/A
SHGC:
c. U-Factor. N/A
SHGC:
d. U-Factor- N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
Addition
Single—family
1
1(0)
No
306
Area
39.75 f?
ft'
fe
ft=
8. Floor Types Insulation
a. Slab -On -Grade Edge Insulation R=0.0
b. NIA R=
c. NIA R=
1.333 ft.
0.250
Area
306.17 ft=
ft
ft'
9. Wall Types
a. Frame - Wood, Exterior
b. N/A
c. N/A
d. N/A
10. Ceiling Types
a. Knee Wall (Vented)
b. N/A
c. N/A
11. Ducts
12. Cooling systems
a. PTAC and Room Unit
13. Heating systems
a. Window/Wall Heat Pump
Insulation
R=13.0
R=
R=
R=
Insulation
R=30.0
R=
R=
Area
684.40 ft'
1N
ft'
fN
Area
306.17 ft'
ft'
fix
R ft=
kBtuthr Efficiency
10.6 EER:14.00
kBtu/hr Efficiency
10.6 HSPF:14.00
14. Hot water systems - Supplemental for addition
a. Electric Cap: 40 gallons
EF: 0.92
b. Conservation features
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:
Address of New Home:
Date:
City/FL Zip:
CF, WHF
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at
techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of
certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building
Commission's support staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
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Florida Building Code, Energy Conservation, eth Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 210 JUSTIN WAY Permit Number.
SANFORD,FL,32773
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 (Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085. Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains infomkation indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shag verily that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 fir leakage (Mandatory). The building thermal envelope shall be constructed to Omit air leakage in accordance with the requirements of
Sections R402.4.1 through R402A.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply wfM Section C402.5.
R402.4.1 Building thermal envelope. The building thermal envelope shag comply with Sections R402.4.1.1 and R402.4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturers instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Tones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSURESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined In Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3Xf), (g) or (I) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing Is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be dosed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be dosed, but not sealed beyond
intended infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shag be dosed and sealed.
5. Heating and cooling systems, it installed at the time of thetest, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. Newwood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tightfitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air IeakageYVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 Us/m2), and swinging doors no more than 0.5 dm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited. independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
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MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air duds provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated In accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and duds in the room insulated in accordance with Section R403. The combustion air dud shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed Ilghtlng. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary hest (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All duds, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered duds or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet dud tightness criteria below.
Dud tightness shall be verified by testing in accordance with ANSIIRESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set font in Sedan 489.105(3)(f), (g) or (), Florida Statutes, to be 'substantially leak free in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Dud testing (Mandatory). Duds shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturers air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturers air handler enclosure. Registers shall be taped or otherwise sealed during the
test
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C)
or below 55'F (13'C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated wafer circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403AIA Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403AII Hest two systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
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MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps Installed on both the Inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3'% inches (89 nun) in the hot water distribution line and cold water line located as dose as possible
to the storage tank.
R403.S.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service waterfieating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100'F to 140'F (WC to 60'C).
R403.5.6.12 Shut down. A separate switch or a dearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of
combustion types of service water -heating systems to be turned off.
R403.5.62 Waterdreating equipment. Water -heating equipment installed in residential units shall meet the minimum eificiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water4mbrig category. Saar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.62.1 Solar water4veating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with a lift angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole4house mechanical ventilation system fen efficacy. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1. The design air charge per hour minimums for residential buildings in ASHRAE 62.2. Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pods or spas.
if ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
Insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Hastlng and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
Indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY a
CFMIWATT)
AIRFLOW RATE MAXIMU
CFM)
Range hoods Any 2.8 cfnVwatt Any
In -line fan Any 2.8 cfrnhvatt Any
Bathroom, utility room 10 1.4 cftnlwatt 90
Bathroom, utility room 90 2.8 cimMratt Any
For SI: 1 din = 28.3 Umin. a. When tested in accordance with HVI Standard 916
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MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that Its total capacity Is not less
than the calculated total bad but not more than 1.15 times greater than the total bad calculated according to the procedure selected in
Section 403.7, or the closest available sae provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the bad calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains it the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multiple4amily residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible bad but not less than 80 percent of that load.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the coding requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements tabulated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional bads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space coding or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base bad periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC--Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (IWC), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall rot change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built4n time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste4wat-recovery pod heating systems.
3. Where pumps are powered exclusively from o"te renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site-reoovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oilfired pool and spa heaters. All gas- and oil -fired pod and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
61=01810:44 AM EnergyGauge® USA - FlaRes2017 - FBC Oth Edition (2017) Complla Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat pump pod heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandator%he energy consumption of electric -powered portable spas shall be controlled by the
requirements ofAPSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights.
6/2=01810:44 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5
Residential System Sizing Calculation
Summary
Project Title:
210 JUSTIN WAY 210 JUSTIN WAY
SANFORD, FL 32773
6/22/2018
Location for weather data: Orlando, FL - Defaults: Latitude(28.43) Altilude(118 ft.) Temp Range(M)
Humidity data: Interior RH 50% Outdoor wet bulb 76F Humidity differen r.
Winter design temperature(TMY3 99%) 36 F Summer design temperature(TMY3 99%) 93 F
Winter setpoint 70 F Summer setpoint 75 F
Winter temperature difference 34 F Summer temperature difference 18 F
Total heating load calculation 6582 Stuh Total cooling load calculation 5734 Btuh
Submitted heating capacity of calc Btuh Submitted cooling capacity of calc Btuh
Total (Window/Wall Heat Pump) 161.0 10600 Sensible (SHR = 0.85) 178.0 9010
Heat Pump + Auxiliary(O.OkW) 161.0 10600 Latent 237.0 1590
Total Window/Wall Heat Pump) 184.9 10600
WINTER CALCULATIONS
Winter Heatina Load (for 306
Load component Load
Window total 40 sgft 541 Stuh
Wall total 605 sgft 1825 Btuh
Door total 40 sgft 626 Btuh
Ceiling total 306 sgft 332 Btuh
Floor total 306 sgft 2808 Btuh
Infiltration 12 cfm 452 Btuh
Duct loss 0 Btuh
Subtotal 6582 Btuh
Ventilation 0 cfm 0 Btuh
TOTAL HEAT LOSS 6582 Btuh
SUMMER CALCULATIONS
Summer Coolina Load (for 306 sgft
Load comDonent Load
Window total 40 sgft 1107 Btuh
Wall total 605 sgft 1315 Btuh
Door total 40 sgft 383 Btuh
Ceiling total 306 sgft 419 Btuh
Floor total 0 Btuh
Infiltration 9 cfrn 179 Btuh
Internal gain 1660 Btuh
Duct gain 0 Btuh
Sens. Ventilation 0 cfm 0 Btuh
Blower Load 0 Btuh
Total sensible gain 5063 Btuh
Latent gain(ducts) 0 Btuh
Latent gain(infiltration) 271 Btuh
Latent gain(ventilation) 0 Btuh
Latent gain(inlemal/occupants/other) 400 Btuh
Total latent gain 6T1 Btuh
TOTAL HEAT GAIN ST34 Btuh
r.ww h
naHUFl.:r
IJEIIS(22.:
3ocrs(6.7%)
Ir61(7.'i'.I
EnergyGaugeO System Sizing
PREPARED BY: IVAN J VILA
DATE: 2018-06-22
EnergyGauge® / USRCZB v6.0
Cellir,+3s(i"h)
rldindo s(1? 3'b)
atentini(7.1T4)
Inil 3ir,(2'.trh)
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: 210 JUSTIN WAY Builder Name:
Street: 210 JUSTIN WAY Permit Office:
City, State, Zip: SANFORD , FL, 32773 Permit Number.
Owner Jurisdiction:
Design Location: FL, Orlando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used asa sealing material.
requirements Breaks or joints in the air barrier shall be sealed.
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
Ceiling/attic the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls
Walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at arty exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage sub loor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
fly) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspaoe walls
Shafts,penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
cavities shall be filled by insulation that on
Narrow cavities installation readily conforms to the available cavity
Garage separation Air sealing shall be provided between the garage and conditioned spac Rs.
Recessed lighting Recessed light fodures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
ShoweHtub The air barrio installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be seated to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
a. In audition, inspection of iog wares snarl tie in aowroanoe viol rime inuvwiuuu we
6/22/2018 10:45 AM EnergyGauge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
FORM R405-2017 Envelope Leakage Test Report Performance
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Performance Method
Project Name: 210 JUSTIN WAY Builder Name:
Street: • 210 JUSTIN WAY Permit Office:
City, State, Zip: SANFORD , FL, 32773 Permit Number.
Design Location: FL, Orlando Jurisdiction:
Cond. Floor Area:: 306 sq.fL Cond. Volume: 2449 cu ft.
Envelope Leakage Test Results
Regression Data:
C: n:
Sinnla nr Multi Point Test Data
R:
HOUSE PRESSURE FLOW:
1 Pa cfm
2 Pa cfm
3 Pa cfm
4 Pa ctm
5 Pa cfm
6 Pa cfm
Leakage Characteristics
Required ACH(50) from
FORM R405-2017 :
Tested ACH(50)' :
Tested leakage must be less than or equal to the
required ACH(50) shown on Form R405-2017 for
this building. If the tested ACH(50) is less than 3
the building must have a mechanical ventilation
system.
R402A.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour
in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted byeitherindividualsasdefinedinSection553.905) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (t) or anapprovedthirdparty. A written report of tine results of the test shall be signed by the party conductingthe test and provided to the code official. Testing
shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stare doors shall be dosed, but riot sealed, beyond the intended weatherstripping or other
infiltration control measures;
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be dosed, but not sealed beyond intended infiltration
control measures:
3. Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed;
5. Heating and cooling systems, if installed at the time of the test, shall be turned oft and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
I hereby certify that the above envelope leakage
performance results demonstrate compliance
With Florida Energy Code requirements in
accordance With Section R402A.1.2.
SIGNATURE:
PRINTED NAME:
DATE:
Testing shall be conducted by either
individuals as defined in Section
553.993(5) or (7), Florida Statutes or
individuals licensed as set forth in
Section 489.105(3)(f), (g), or (i) or an
approved thins party. A written report of
the results of the test shall be signed
by the third party conducting the test
and provided to the code official.
BUILDING OFFICIAL:
DATE:
6122/201810:46 AM EnergyGauge® USA - FlaRes2017 - Section R405A.1 Compliant Software Page 1 of 1
FORM R405-2017
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
This checklist
A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, a -ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (one page) and an input summary checklist that can
be used for field verification (usually four pages/may be greater).
Energy Performance Level (EPL) Display Card (one page)
HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
Mandatory Requirements (five pages)
Requiredprior to CO for the Performance Method:
0 AirBarrier and Insulation Inspection Component Criteria checklist (Table R402.4. 1. 1 -
one page)
A completed Envelope Leakage Test Report (usually one page)
D If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
EnergyGauge®- USRCZB WO6i22/201810:39:38 AM Page 1 of 1
EA41NOLE C
01026-
SOUNTY Ftc)
w,ysNARRu C 0(1 RECORD
COPY REVISED
6/20/18 Building
Division Product
Approval Form 8_ 2 e 3 1 Address: ' luSfIn WCA / F (Z, Permit# # 0v1LD1N6
Product
approval information can be obtained at the following sources: hftp://www.floridabuildin-g.org, hftp://www.miamidade.gov/buildin-q/pc-search app asp OR directly from the manufacturer. SANFORD The
following information must be available on the jobsite for inspections: `"gRTr" 1.
This entire product approval form, stamped as "Reviewed" by Seminole County. 2. A copy of the manufacturers installation details and requirements for each product. 3. All replacement windows and doors are required to meet 6'^ Edition FBC (Energy) Table 402.1.2. (Residential) / 6t^ Edition FBC (Energy) Table 402.4 (Commercial). 4.
A layout of dwelling or structure indicating type and size of window(s) and / or door(s) to be replaced with location anduseofroom(s). TYPE
Fill
in blank for others) SWINGING
MANUFACTURER
MODEL # / SERIES DOORS
ZELDVVEd
Ula 4 r" to FLORIDA
APPROVAL # MIAMI / DADE INCLUDE
DECIMAL N.O.A O
SLIDING
OVERHEAD
WINDOWS
DOES
WINDOW REPLACEMENT INVOLVE LATH REPAIR: YES Q NO SINGLE
HUNG yt,), J)r1 a 0 Sv 5ri-tel L'I G'jj DOUBLE
HUNG HORIZONTAL
SLIDING CASEMENT
FIXED
SKYLIGHT
MULLION
IF
ALUMINUM
SOFFIT
VINYL
SHINGLESrim6erhne,
ROOFING
H.
r FL inijq METAL
TILE
SINGLE
PLY RIDGE
VENTS OFF
RIDGE VENTS COMPONENTSWALL
DOES
SIDING REPLACEMENT INVOLVE WATER BARRIEWBUILDING WRAP REPLACEMENT: SIDING
YES Q NO Q UW&
LLINGS ORIGINALLY DESIGNED AND BUILT WITH EMERGENCY RESCUE OPENING FOR BEDROOMS MUST
MAINTAIN AN EQUAL OR GREATER WINDOW OPENING AREA THAN THE EXISTING WINDOW
I F . 1DESCRIPTION: - -' - - 1
LOT 65, GROVEVIEW VILLADE, ACCORDING TO THE PLAT THEREOF AS RECORDED INPLATBOOK19. PAGES 4-8 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD, RECORD COPY
off
aw,
LOT 66 /
Rmcr caws a
I.r r< OF Inc
0`
1s.11 i0O
s
POOL
LOT 56
IV
nN
30.sr
a
CONCRETE
DRIVEWAY 26.1Z' 41 j
LOT 65
1,
y JUL zo
L
o C sSv 6r c /aSt
j
5-t•,
o
y I _ — —
J
Vp1099 t11.tt a 1tia 1Jl
S179" r0 •"
afDRi or well
s .000
6.53. LOT 64
SURVEYOR'S NOTES:
BEARINGS AS SHOWN HEREON ARE BASED ON THE
NORTH LINE OF LOT 651HAVWG AN ASSUMED
BEARING OF N6V27'OD'W.
UNDERGROUND AND\OR NON -VISIBLE IMPROVEMENTS
WERE NOT LOCATED AND\OR SHOWN HEREON.
DIREC71ONS, DISTANCES AND CURVE INFORMATION SHOW"
HEREON REPRESENT PLAT OR RECORD DIMENSIONS.
THIS SURVEYOR HAS NOT DONE ANY TITLE RESEARCH.
DATE OF SURVEY: 5-9-95.
INTEGRITY Donald A. NovaeNPAI1N1DTai
2919 No mcm Lone
C 9fety Pat n. 32792-4317
Teghant (407) 657-259
a DUALITY fcank (407) 657-7933
N
HANNG ERMINED THE FLOOD INSURANCE RATE MAP
PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT
AGENCY, IT IS THE OPINION OF THIS SURVEYM THAT
THE HEREON DESCRIBED PROPERTY LIES IN FLOOD
ZONE 'C'. DEFINED ON SAID F.I.R.M. AS AREA OF
MINIMAL FLOODING.
CERYWIED lb_
DWAYNE KINDELL k VIXKI DUMAN IONDELL
CENTENNIAL MORTGAGE SERVICES
NORTH AMERICAN MORTGAGE CO.
COMMCINWEA.TH i.AYO T%TLf INSUMANC,£ #'VAMANY
PG1L ! SHORT, P.A. 1..
No Is 10 CERFIrf TNT IL INYE KWOAIER A FIEL
ARKr W pC IAfRE0/ KZ0110 PlDYNry, FOR 1h
NRPOf[ IfXW asap, IMF THIS 10VIN, IS
iE WSENIAIIIN W TINT SU 0 AND If n TK NIMINI
TEIIMICAL STAMDARtS KRVXff TO O CUTER 616-1rwllwAO11NIsrgAntout. r • lJl
f WACId A. N"r, Iw ds Cecen:. r454e
Mur. Am w is vinnn m1reva rnur,cc
I v NameTHIS INSTRU (
tENT
pREArED Y: 7
Address:
o NOTICE
OF COMMENCEMENT State
of Florida County
of Seminole GRANT
MALOYr SEMINOLE COUNTY CLERK.
OF CIRCUIT COURT 6 COMPTROLLER BK.
9159 P9 1436 (1Pss) CLERK'
S : 2018072712 RECORDED
06/23/2018 11:28:57 AM RECORDING
FEES $10.00 RECORDED
BY,Ahhdevore Permit
Number. F Parcel ID Number: l0 • ZO, 3 ' S - V p00.O o j The
undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter
713, Florida Statutes, the following Information Is provided in this Notice of Commencement DESCRIPTION
OF PROPERTY: (Legal description of the property qnd street address O GENERAL
DESCRIPTION OF IMPROVEMENT: 16=
V-C c I:brCk% OWNER
INFORMATIO : Name,
clot 1t- L `' e Address: -
21 D -rUS'H r W CA-{ S u r t=o r Fee Simple
Title Holder (H other than owner) Name: Address: CONTRACTOR:
Name.•
0
k.,NJ-e C/ Address: Persons
within
the State of Florida Designated by Owner upon whom notice or other documents may be served as provided
by Section 713.13(1Hbh Florida Statutes. Name: Address.
In
addition
to himself, Owner Designates of To receive
a copy of the Lienors Notice as Provided In Section 713.
13(1)(b), Florida Statutes. Expiration Date
of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date
Is specified) WARNING TO
OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES,
AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF
YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING
WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties
of perjury, I declare that 1 have read the foregoing and that the facts stated in It are true to the
best of my knowledge and belief. Claudio- Lgvena
4e-rndnde7 owwo
sprddm owners pdnw Name Florida t,
bede 71ats(1 •The owner mup atpn tAe nobles ei eommenosmeM and no onedes may ba pemdded to el fin InNsaAarstead' State of
r I Ql l U a County of _ M; O LO I ' f_ The
foregoingInstrumentwasacknowledgedbeforemethisI.IL6, of0 by
aC%d r a L 4e f i (tZ . Whois personally known to me Name or
parson and ft ehtemerd r- OR who
has produced Identification type of Identification produced: r L l7 L f,.rrro,,''
yc
ANNETTE
BLAND Notary public -
State of Florida Commission 0
GO 0ON23 Notary swah- My Comm.
Explrsf Jan 16.2018 Book9159/Page1436
CFN#2018072712 Page 1 of 1
V. I 1
August 11, 2018
City of Sanford Building Department
300 N Park Ave.
Sanford, FL 32771
Att.: Building
RE: Permit No.: 18-2831 .
210 Justin Way, Sanford, FL
On the work u ie permit listed above, it is acceptable to leave the recently placed slab over a
previously placed slab with footer in lieu of removing sections of all existing slabs and installing new
footers as indicated in the plans.
For any questions regarding this letter, I can be contacted at 321-286-6103.
Sincerely,
PLO
Q ,vCENs.•t sji
No 40977
gip• ;. N.
IIl111111
Anibal Flores, P.E.
PE 40977
3730 Brookmyra Dr.
Orlando, FL 32837
This item has been
Electronically signed and
sealed by Anibal Flores PE
using a Digital Signature
and date. Printed copies
of this document are not
considered signed and
sealed and the signature
must be verified on any
electronic copies.
Anibal Flores r `Digitally signed by Anibal Flores
Date: 2018.08.12 10:45:43-04'00'
Revision ' City of Sanford
Response t Comments O SEP 10 2016 Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
UIJ? Email: building@sanfordfl.gov
Permit # Submittal Date \' Wthl be)r 10 .2018
Project Address: a l d ,TU S-41 h WM San g-d FL Z 2.1773
Contact: (1407 ) 6 I 0—M 8
Ph:
Email: l /both( ,)-5PhV-00VK
Trades encompassed in revision:
M—Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Department
Utilities
Waste Water
Planning
Engineering
Fire Prevention
Fax:
General description of revision:
632.
ROUTING INFORMATION
Approvals
0 Building _!G6 4.-)q• I
RECORD COPY
J•
F TM
1LIBERTY
gaf.com SBS Self -Adhering Roofing System
How Do I -Prepare for a Liberty- Project?
Before You Start... the installation of your new Liberty" SBS Sell -Adhering Roofing, do the following:
Read Instructions Thoroughly... and understand how the entire system works before starting your installation.
Understand The Materials... know when and where to use each component, why each is necessary, and the common mistakes to avoid.
Contact GAF Technical Services... at 1-800-ROOF-411 for detailed information on specific applications.
Do's And Don'ts... Liberty" SBS Self -Adhering Roofing Systems are designed to be installed over low -sloped roof decks.
Do Install On Roofs Between 1/2" And 6' Per Foot Incline... and backnail the Liberty" Cap Sheet when the slope is greater than
1" per foot. Contact GAF Technical Services at 1-800-ROOF-411 for fastening requirements specific to your project.
Do Install In Moderate Temperatures... between 45•F (70C) and 95°F (35•C), to assure proper adhesion and easier work conditions.
Do Install Over Clean, Smooth Surfaces... that are free of dirt, debris, and damage, or are otherwise unsuitable for installation.
Don't Work Alone... GAF recommends at least 2 people install Liberty" SBS Self -Adhering Roofing.
SAFETY FIRST... Protect yourself and others. Consider the following common-sense safet
Wear appropriate clothing, including protective footwear, eye wear, and gloves.
Be aware of your surroundings. Watch for power lines when working near ladders and use common sense on your job site.
Follow local building codes.
Bend at the knees. Never lift with your back.
Precautionary Note: The application instructions for this product require the use of primers, adhesives, or cements that contain
solvents. Apply solvent -based products ONLY as instructed. Excess application of solvent -based products may affect the performance
of this product, delay application of the cap sheet, cause surface blistering of the cap sheet, or result in the asphaff flowing, dripping, or
staining. You may notice unpleasant odors from the solvents, which will dissipate when the solvent -based product has dried.
EWear Glasses
Wear Gloves
02SCommonMistakes
and How to
Avoid Them
What Tools & Equipment Do I Need to Install a Liberty" Roof?
r
r .,
Trowel Gloves Hammer Utility Knife Weighted Roller Brush Tape Measure Caulk Gun Liberty' Installation Kit
Liberty'" Roof Materials... What Do I Need to Install a Quality Roof?
Liberty" Installation Kit... comes with enough primer and cement to install approximately 200 square feet of membrane.
Additional kits or.extra primer and cement may be purchased if necessary.
Liberty" Self -Adhering Base/Ply... is the base weatherproofing layer when applied over acceptable, prepared decks
or insulations. Each roll contains approximately 200 square feet. vN DING
Liberty" MA Mechanically Attached Base... is applied when the deck is unsuitable for self -adhered sheets or when a nailed
base sheet is preferred. Each roll contains approximately 200 square feet.
Liberty" Self -Adhered Cap... is the first line of defense from the weather. Each roll contains approximately 100 square feet. SANF R
Metal Flashing... for covering roof perimeter edges. Metal flashings are typically sold m 10-toot sections and must be primed G•') a`
with asphalt primer and allowed to dry before installation. FPAR1•
Everything Else... when measuring, note the size and number of vent pipes, and other flashings. Don't forget any nails, lumber,
or other additional materials that you may need.
Liberty'" Roof Systems... Which Roof is Right for Me?
2-Ply Lay -out (SA Base) 2-Ply Lay -out (MA Base) 3-Ply Lay -outREJ
EMVIKNO P
roomb=twl. n
ompuM0maTui
URTr
SSSEI/LY SKEET
uuirry,
a SSSE SKEET LOEKTY- CAP SKEET
Note: Single -ply application not shown; visit gaf.com for details if required.
r
STEP 1 - Preparing for a Liberty" Roof... Is the Surface Ready?
E• Remove All Existing Roofs... and determine the suitabilityof the existing roof deck. Alternately.
Liberty'r MA Mechanically Attached Base may be installedovercertain roof types or deck types not listed. Contact GAF Technical Services at 1-800-ROOF-411 for more information. 13
Inspect
The Deck... and determine what type of preparation is required. Replace damaged deck materials
as necessary. Install
Insulation (if desired)... using GAF DRILL-TEC'r screws and plates or GAF approved adhesives. Useminimum1/2 thick EnergyGuardTM Polyiso Insulation with approved fiberglass or paper facer. Acceptable
Decks 15/
32" Minimum Plywood.......... Apply light asphalt primer at 1/2 to 3/4 gal per 100 sq. ft. GAF
EnergyGuard'r Polylso Insulation.......... Install Liberty'"Self-Adhered Base/Ply Sheet directly to insulation., Other
Deck T es May Be Acce table.......... Contact GAF Technical Services at 1-800-ROOF-411 formoreinformaYtion. P
Common
Mistakes (and How to Avoid Them)... Q •
Poor Roof Drainage... can lead to leaks at the seams. Before installation, fix the roof deck at locations
where water remains after 48 hours. Not
Priming The Deck... or metal may lead to poor adhesion and is a leading cause of problems. STEP
2 - Installing Liberty" Base Sheet... Nailed Base or Adhered Base? E
1. Align Base Sheets... Starting at the lowest point of the roof where there are gutter or fascia edges, extendthebasesheetoveranddownthefascialullbehindthemetaledgeorgutterhelghl, fastened
along roof edge and along fascia 9" o.c. Minimum overhang is 1 . Begin with 1/2 width 19
11/16") sheets in 2-ply systems. Use 1/3 width (13 1/8") starter sheets in 3-ply systems and install ply (
interply sheet) starting with 112 width (19 11/16) sheets to maintain side lap offsets. 2.
Install MA Base Sheet (Where Required)... using nails with 1" cap heads. Fasten every 9" in the lap and
stagger 2 rows in the field every 18' (see Fastening detail). Cover the entire roof area. 3.
Install Self -Adhered Base Sheet... by aligning sheets properly before removingg the release liners. Roll outsheetandletitsitor "relax' for at least 30 minutes to minimize the potential for wrinkles that can form during
installation. Remove one side of the release liner at a time. 4.
Overlap Following Rows o1 Base Sheet... horizontally (side lap) by using the line found on the base sheet.
Remove release films from top and bottom half of sheet in turn, carefully rolling back into position tomaintainoverlap. Where no line is ppresent, overlap by 3'. Overlap vertically (end laps) by at least 6'. MakesureallendlapsareatleastIe- apart. 5.
Roll Base Sheet Into Place (Base Only)... using a weighted lawn or linoleum roller. This
improves adhesion to the deck and ensures properly sealed laps. NOTE:
A base sheet is not required: visit gaf.com for more information. Common
Mistakes (and How to Avoid Them)... Q•
Not Letting The Liberty'" Sheets Relax... can lead to wrinkles. In colder weather, the rolls require more timetoifallen. Not
Rolling The Base Sheets... Is a leading cause of opening laps. Always pay close attention to laps when rolling
the base sheets. STEP
3 - Installing Liberty`" Self -Adhered Cap Sheet... Where Do I Begin? 1.
Install Edge Flashing over the base sheet in a 1/8" bed of cement and stagger nail with two rows of roofing
nails, 3• o.c. Prime the face on the roof and allow to dry before installing cap sheet. 2.
Align Cap Sheet... 1/4" from the edge at the lowest point of the roof. Roll out and position full width (39 3/8") sheets with the selvage edge on the high side of the roof. Allow sheet to relax for
at least 30 minutes prior to installing. 3.
Overlap Following Rows... horizontally (side lap) by aligning with the bottom of the selvage edge. Vertical (end laps) must be overlapped by at least 6 and applied in a 1/8' bed of Matrix" 201 SIRS Flashing
Cement. Make sure all end laps are at least 18" apart and have clipped corners (see End Lap detail).
GAF recommends installing a bead of plastic cement along the step up length of the lap. 4.
Remove Release Films... from top to bottom hall of sheet in turn, carefully rolling back into position tomaintainoverlap. Remove selvage edge release film prior to installing bottom half of sheet and finishing
the side lap. au
AMFastening
End
Lap en.
w Ede. n.obe. ob. rn..e. er b ran- em n.mh.. m nrrM c~ rr..owu. men.urec.•W r .
c cwbw
r.
1acra 'LI.MrNeaoabeQecbW uer
en P—bw as
nuebe C-0 W.-
r•.c. r.p"N LbWr
er. eh.N P,.—
T.W.. W.W e.
g. r..•..lue. e.r W l.Peidu. hwol. Edge
Flashing We&
ue\ epi.eol Shingles
S.
Roll the Cap Sheet Into Place... using a weighted roller. This improves adhesion to the base sheet ro6io:ro.e. \ and
ensures properly sealed laps. Common
Mistakes (and How to Avoid Them)... sue" kn I
Ning mull NotPrimingtheEdgeMetal... can cause the cap sheet to peel away at the edges. Always prime eAeea edge
metal before installing cap sheet. nia Done • ""' • Not
Applying Cement at the End Laps... can cause laps to open. All locations where sheets extend olehingles. over
granules must be set in cement. , STEP
4 - CleaningU and Maintaining Your Liberty'" Roof... P9y" .. uhenr Remove
All Tools and Materials From the Roof... and make sure there is no debris that can slow or lliihlopmu.t stop
the flow of water. eneedupe EminimumofDispose
of Materials Properly... following all federal, state, and local laws. ecourses or Mrtrh't01 hemlum PPY••• 9 ehlogin. seane.hlepumenl Inspect
the Roof Annually... and remove any leaves, branches, or vegetation that may be present. rryWood pees Look
for other damage and repair if necessary. Keep
Gutters Clean... to ensure proper water flow and minimize the possibility of damaging ice dams. Shingle Tie -In MLIBERTT
02013
GAF 9/13 • k349 RESLB108 0•r•voine SBS Self -Adhering Roofing System
NEMO I etc.
Certificote of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
REPORTEVALUATION
GAF Evaluation Report 01506.04.08-R14
iCampus Drive F1.10626-1114
Parsippany, NJ 07054 Date of Issuance: 04/25/2008
800) 766-3412 Revision 14: 06/06/2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. 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 611 Edition (2027) Florida Building Code
sections noted herein.
DESCRIPTION: GAF Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until the named product(s) changes, the referenced Quality
Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMO I etc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOIetc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 11.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florido DC4 ANE1983
I ,syH 7if4 ••',i
rj : ie r;?•`';° The facsimile seal appearing was authorized by Robert
S•'•R••' '' ' Nieminen, P E on 06/05/2018 This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC does not have, nor does it intend to acquire, or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, 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 Nieminen, 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 is a building code evaluation. Neither NEMOletc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
4"
lk7NEMO I etc.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: GAF Roof Underlayments, as produced by GAF, have demonstrated compliance with the
following sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind Uplift FM 4474 2011
1507.1.1, R905.1.1 Exception Unrolling, Breaking Strength, ASTM D226 2009
Pliability
1507.1.1, R905.1.1 Exception Tear Strength ASTM D4533 2015
1507.2.3 / 1507.1.1 Physical Properties ASTM D6757 2016
1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical properties FRSA/TRI April 2012 (04-12) 2012
1507.11.2 Physical Properties ASTM D6164 2011
3. REFERENCES:
iniibf Examination Reference Date
ERD (TST 6049) Physical Properties R3360.02.07-2-R1 03/13/2007
ERD (TST 6049) Physical Properties G12110.12.08 12/02/2008
ERD (TST 6049) FRSA/TRI April 2012 (Slippage) G34150.08.11 11/14/2011
ERD (TST 6049) ASTM D6164 G40630.01.14-28 01/07/2014
ERD (TST 6049) ASTM D6164 G46160.09.14-3A 09/09/2014
ERD (TST 6049) ASTM D1970 GAF-SC13285.03.17-3 03/01/2017
ERD (TST 6049) ASTM D1970 GAF-SC13285.03.17-4 03/01/2017
PRI (TST 5878) Physical properties BRY-003-02-01 03/19/2002
PRI (TST 5878) ASTM D1970 GAF-026-02-01 03/26/2002
PRI (TST 5878) ASTM D1970 GAF-027-02-01 03/26/2002
PRI (TST 5878) Physical properties GAF-042-02-01 06/03/2005
PRI (TST 5878) Physical properties GAF-224-02-01 07/27/2009
PRI (TST 5878) ASTM D1970 GAF-238-02-01 03/03/2010
PRI (TST 5878) ASTM D1970 GAF-275-02-01 11/11/2010
PRI (TST 5878) Physical properties GAF-349-02-01 07/03/2012
PRI (TST 5878) Wind Uplift GAF-434-02-01 09/16/2013
PRI (TST 5878) Wind Uplift GAF-434-02-03 09/16/2013
PRI (TST 5878) Wind Uplift GAF-434-02-04 09/16/2013
PRI (TST 5878) FBC 1507.1.1 (Exception) GAF-818-02-01 12/05/2017
PRI (TST 5878) FBC 1507.1.1 (Exception) GAF-826-02-01 06/04/2018
PRI (TST 5878) FBC 1507.1.1 (Exception) GAF-847-02-01 06/04/2018
UL (TST 1740) Physical properties 02NK22569 06/04/2002
UL (TST 1740) ASTM D6757 IONK11990 05/18/2011
Miami -Dade (CER 1592) HVHZ compliance 16-1216.02 02/02/2017
Miami -Dade (CER 1592) HVHZ compliance 18-0119.15 02/22/2018
ICC-ES (EVL2396) IBC/IRC compliance ESR-2053 07/01/2017
ICC-ES (EVL2396) IBC/IRC compliance ESR-2808 07/01/2017
ICC-ES (EVL2396) IBC/IRC compliance ESR-1322 01/01/2018
ICC-ES (EVL2396) IBC/IRC compliance ESR-3286 02/01/2018
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (BC) 06/27/2017
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (CA) 07/07/2017
UL, I.I.C. (QUA 9625) Quality Control Inspect, File R10689 (GA) 02/02/2018
UL, LLC. (QUA 9625) Quality Control Inspect, File R10689 (IN) 01/10/2018
NEMO ETC, LLC Evaluation Report 01506.04.08-R14
Certificate oJAuthoriration#32455 67"EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R14
GAF Roof Underlayments; (OW) 766-3422 Revision 14: 06/05/2018
Page 2 of 11
ONEMOjetc.
iniLtf Examination Reference Date
UL, I.I.C. (QUA 9625) Quality Control Inspect, File R10689 (NC) 03/14/2018
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (OK) 06/20/2017
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (ON, QC) 05/18/2018
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (SC) 06/16/2017
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (TX) 05/24/2016
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (INDIA) 04/13/2018
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (LA) 04/23/2018
4.1 Self -Adhering Underlayments:
4.1.1 Liberty"" SBS Self -Adhering Base/Ply Sheet is a smooth -surfaced, fiberglass -reinforced, self -adhering SBS modified
bitumen roof underlayment; meets ASTM D1970.
4.1.2 StormGuard® Film Surfaced Leak Barrier is a film -surfaced, fiberglass -reinforced, self -adhering SBS modified
bitumen roof underlayment; meets ASTM D1970. StormGuard® Film Surfaced Leak Barrier is also used as a
secondary water barrier to seal roof decks.
4.1.3 WeatherWatch• Mineral Surfaced Leak Barrier is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS
modified bitumen roof underlayment; meets ASTM D3970. WeatherWatch• Mineral Surfaced Leak Barrier is also
used as a secondary water barrier to seal roof decks.
4.2 Mechanically Fastened Underlayments:
4.2.1 VersaShield• Fire -Resistant Roof Deck Protection is a non -asphaltic, fiberglass -based roof underlayment and/or
fire barrier; meets physical requirements of ASTM D6757.
4.2.2 Deck -Armor"" Premium Breathable Roof Deck Protection is a non -woven, spun -bonded polypropylene laminated
polyethylene scrim sheet roof underlayment, available in 48-inch or 54-inch roll widths; meets FBC 1507.1.1 &
R905.1.1(Exception).
4.2.3 RoofPro"" SBS-Modified All -Purpose Underlayment is a fiberglass -reinforced, SBS modified bitumen roof
underlayment; meets AC365.
4.2.4 Shingle -Mate® Roof Deck Protection is a fiberglass reinforced, asphaltic roof underlayment; meets FBC 1507.1.1 &
R905.1.1(Exception).
4.2.5 StormSafe"" Anchor Sheet is a polypropylene woven fabric which serves as an anchor sheet in two-ply roof
underlayment systems; meets FBC 1507.1.1 & R905.1.1(Exception).
4.2.6 Tiger Paw"" Roof Deck Protection is a non -woven, polypropylene reinforced, polymer coated roof underlayment;
meets FBC 1507.1.1 & R905.1.1(Exception).
4.3 Asphalt -Applied Underlayments:
4.3.1 Ruberoid® Mop Granule is a granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof
underlayment; meets ASTM D6164.
4.3.2 Ruberoid® Mop Granule FR is a granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof
underlayment; meets ASTM D6164.
NEMO ETC, LLC Evaluation Report 01506.04.08-R14
Certljcateo/AuthoRrotlon#32455 6'"EDITION 12017) FBC NON-HVHZ EVALUATION F1.10626-1114
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/Z018
Page 3 of 11
ONEMOletc.
5.1 This is a building code evaluation. Neither NEW ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer
of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting
or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test
report from accredited testing agency for fire ratings of this product.
5.4 GAF 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 Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
5.5.1
TABLE 1: ROOF COVEROPTIONS
Asphalt Foam -On Wood Slate or
Underlayment
Shingles Nail -On Tile rile Metal Shakes & Simulated
Shingles Slate
Deck -Armor'" Premium Breathable Contact Contact Contact
Roof Deck Protection Yes No No
GAF GAF GAF
RoofPro'" SBS-Modified All -Purpose
Underlayment Yes No No No Yes Yes
Shingle -Mate* Roof Deck Protection Yes No No No No No
Tiger Paw" Roof Deck Protection Yes No No
Contact Contact Contact
GAF GAF GAF
VersaShield® Fire -Resistant Roof Deck
Protection Yes No No No No No
Liberty'" SBS Self -Adhering Base/Ply
Sheet Yes No No No No No
StormGuard° Film Surfaced Leak
Barrier Yes No No Yes No No
WeatherWatch® Mineral Surfaced
Leak Barrier Yes No No No No No
Ruberoid® Mop Granule Yes Yes
Yes
No Yes Yes
See 5.5.1
Ruberoids Mop Granule FR Yes Yes
Yes
No Yes Yes
See 5.5.1
Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC, LLC Evaluation Report 01506.04.08-1114
Certi/kote ofAuthorization #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R14
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 4 of 11
4"
lk7NEMO I etc.
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Liberty'" SBS Self -Adhering Base/Ply Sheet; StormGuard• Film Surfaced Leak Barrier and Weather Watch®
Mineral Surfaced Leak Barrier self -adhered to new untreated plywood or existing untreated ASTM D41
primed plywood.
Ruberoid• Mop Granule and Ruberoid• Mop Granule FR in hot asphalt to ASTM D41 primed structural
concrete.
5.6.2 Bond to Mechanically Attached*Base Laver:
Liberty'" SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier and WeatherWatch®
Mineral Surfaced Leak Barrier self -adhered to ASTM D226, Type II felt
Ruberoid® Mop Granule and Ruberoid® Mop Granule FR in hot asphalt to GAFGLAS® #80 Ultima'" Base Sheet
or Ruberoid• 20 Smooth.
5.6.3 Bond to Other Substrate Types:
ASTM D41 primed metal (flashing metal, valley metal, etc.)
5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications:
FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -
on or mortar -set tile systems, where the underlayment forms part of the load -path. The following wind uplift
limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in
foam -on or mortar -set tile applications. Maximum Design Pressure is the result of testing for wind load
resistance based on allowable wind loads and reflects the ultimate passing pressure divided by 2 (the 2 to 1
margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A,
Table 1A or FBC 1609 for determination of design wind loads.
1 Maximum Design Pressure = -45 psf.
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Layer: GAFGLAS® #80 Ultima'" Base Sheet or Ruberoid• 20 Smooth mechanically attached with 12 ga., min.
1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 9-inch o.c. at the
4-inch wide side laps and 9-inch o.c. at two (2), equally spaced, staggered center in the field of the
sheet.
Top Layer: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type
IV hot asphalt at 20 to 25 Ibs/square.
2 Maximum Design Pressure = -75 psf.
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Layer: GAFGLAS® #80 Ultima'" Base Sheet or Ruberoid® 20 Smooth mechanically attached with 12 ga., min.
1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 8-inch o.c. at the
4-inch wide side laps and 8-inch o.c. at three (3), equally spaced, staggered center in the field of the
sheet.
Top Layer: Ruberoid° Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type
IV hot asphalt at 20 to 25 Ibs/square.
3 Maximum Design Pressure = -442.5 psf.
Deck: Min. 2,500 psi structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction
Base Layer: GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, GAFGLAS #80 Ultima Base Sheet, GAFGLAS Ply 4,
Tri-Ply Ply 4 or GAFGLAS Flex Ply 6 applied in full mopping of ASTM D312, Type IV hot asphalt at 20
to 25 Ibs/square.
Top Layer: Ruberoid• Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type
IV hot asphalt at 20 to 25 Ibs/square.
NEMO ETC, LLC Evaluation Report 01506.04.08-R14
Cerdfic#teoJAuthorirotion#324SS 6'"EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R14
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 5 of 12
ONEMOletc.
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or
exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table J.A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment
density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used
methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117.
Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention
Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
5.7.1 Deck -Armor'"" Premium Breathable Roof Deck Protection; RoofPro` SBS-Modified All -Purpose Underlayment;
Shingle -Mate* Roof Deck Protection; StormSafe'" Anchor Sheet and Tiger Paw'" Roof Deck Protection shall not
be left exposed for longer than 30-days after installation.
5.7.2
5.7.3
5.8
6.1
6.2
6.3
6.4
6.5
6.5.1
6.5.2
VersaShield® Fire -Resistant Roof Deck Protection, Ruberoid* Mop Granule and Ruberoid® Mop Granule FR shall
not be left exposed for longer than 180-days after installation.
Liberty'" SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier and WeatherWatch® Mineral
Surfaced Leak Barrier shall not be left exposed for longer than 30-days after installation.
Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012104-12)):
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
TABLE 2: TILE SLIPPAGE LirvilTATIONS FOR DIREcT-DECK TILE INSTALLATIONS
Underlayment Tile Profile Staging Method
Maximum
Slope
Flat Max. 10-tile stack 4:12
Flat Max. 6-tile stack (4 over 2) 5:12Ruberoid° Mop Granule
Lugged Max. 10-tile stack 5:12
Flat or Lugged Max. 6-tile stack (4 over 2) 5:12
Ruberoid• Mop Granule FR Lugged Max. 10-tile stack 4:12
GAF Roof Underlayments shall be installed in accordance with GAF published installation instructions subject to
the Limitations set forth in Section 5 herein and the specifics noted below.
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 (if applicable).
Install self -adhering underlayments when ambient temperatures are minimum 45'F and rising.
All metal surfaces shall be primed with Matrix'" 307 Premium Asphalt Primer or alternate GAF accepted ASTM
D41 primer prior to application of self -adhering membranes.
I Deck -Armor'" Premium Breathable Roof Deck Protection: I
Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width for
double -layer applications.
Minimum fasteners shall be 1-inch diameter plastic -capped corrosion resistant nails or 1-inch diameter plastic -
capped, corrosion resistant staples.
Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails
where the ultimate design wind speed, V,,,,, equals or exceeds 150 mph.
NEMO ETC, LLC Evaluation Report 01506.04.08-1114
CertiJkateo/Authoriration#32455 6'"EDITION (2027) FBC NON-HVHZ EVALUATION F1.10626-1114
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 6 of 11
ONEMOjetc.
6.5.3 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of liberty'" SBS Self -Adhering
Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof" 2 Polyester -Surfaced Leak Barrier or
WeatherWatch• Mineral Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves,
valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the
underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install
the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the
underlayment.
6.5.4 Non -Tile Roof Installations:
Single Laver; Roof Slope > 4:12:
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12-
inch o.c. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure
all end laps are staggered at least 3-feet apart.
Double Laver; 2:12 < Roof Slope < 4:12:
If leak barrier (6.3.3) is not used, install a half -width sheet at the eave prior to subsequent courses. Starting at
the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12-inch o.c. in
two, equally spaced, staggered center rows.
Continue upslope in a similar manner, with minimum 25.5-inch side -laps for 48-inch wide rolls (resulting in
maximum 22.5-inch exposure) or minimum 28.5-inch side -laps for 54-inch wide rolls (resulting in maximum 25.5-
inch exposure) and minimum 6-inch end -laps. Fasten 6-inch o.c. along the low edge and end laps and 12-inch o.c.
in two, equally spaced, staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart.
6.6 Tiger Paw"' Roof Deck Protection:
6.6.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width for
double -layer applications.
6.6.2 Minimum fasteners shall be 1-inch diameter plastic -capped corrosion resistant nails or 1-inch diameter plastic -
capped, corrosion resistant staples.
Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails
where the ultimate design wind speed, V,,,r, equals or exceeds 150 mph.
6.6.3 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty'" SBS Self -Adhering
Base/Ply Sheet; StormGuard• Film Surfaced Leak Barrier; UnderRoof " 2 Polyester -Surfaced Leak Barrier or
WeatherWatchm Mineral Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves,
valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the
underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install
the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the
underlayment.
6.6.4 Non -Tile Roof Installations:
Single Laver; Roof Slope > 4:12:
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12-
inch o.c. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure
all end laps are staggered at least 3-feet apart.
NEMO ETC, LLC Evaluation Report 01506.04.08-1134
Certificate ofAuthorization #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL30626-1114
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/OS/2018
Page 7 of 11
ONEMOjetc.
Double Laver; 2:12 < Roof Slone < 4:12:
If leak barrier (6.4.3) is not used, install a half -width sheet at the eave prior to subsequent courses. Starting at
the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12-inch o.c. in
two, equally spaced, staggered center rows.
Continue upslope in a similar manner, with minimum 25.5-inch side -laps (resulting in maximum 22.5-inch
exposure) and minimum 6-inch end -laps. Fasten 6-inch o.c. along the low edge and end laps and 12-inch o.c. in
two, equally spaced, staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart.
6.7 StormSafe"' Anchor Sheet:
6.7.1 StormSafe'" Anchor Sheet is limited to use as a mechanically attached base layer in 2-ply underlayment systems.
6.7.2 Minimum fasteners shall be 1-inch diameter plastic- or steel -capped corrosion resistant nails; corrosion -resistant
nails & 1-5/8-inch tin -caps; or Drill-Tec screws and plates.
Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails
where the ultimate design wind speed, V,,,t, equals or exceeds 150 mph.
6.7.3 Non -Tile Roof Installations:
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12-
inch o.c. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure
all end laps are staggered at least 3-feet apart.
One the same day, install Liberty'" SBS Self -Adhering Base/Ply; StormGuard• Film Surfaced Leak Barrier or
WeatherWatch® Mineral Surfaced Leak Barrier over the StormSafe'" Anchor Sheet.
6.8 RoofPro'" SBS-Modred All -Purpose Underlayment and Shingle -Mateo Roof Deck Protection:
6.8.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed. No hammer tacks or staples are
permitted.
Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails
where the ultimate design wind speed, V„,,, equals or exceeds 150 mph.
6.8.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of liberty'" SBS Self -Adhering
Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier or WeatherWatch• Mineral Surfaced Leak Barrier at
vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and
valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment,
leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed
decking. At other areas, install the leak barrier over the underlayment.
6.9 VersaShield® Fire -Resistant Roof Deck Protection:
6.9.1 Shall be installed in compliance with the codified requirements for ASTM D6757 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed. No hammer tacks or staples are permitted.
6.9.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty'" SBS Self -Adhering
Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier or WeatherWatch• Mineral Surfaced at vulnerable
leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys, install
the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to
8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At
other areas, install the leak barrier over the underlayment.
NEMO ETC, LLC Evaluation Report 01S06.04.08-R34
CertificateoJAuthariration432455 67NEDITION (2017) FBC NON-HVHZ EVALUATION F1.10626-1114
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 8 of 11
ONEMOletc.
6.10 Liberty'" SBS.Self,Adhering Base/PIy:Sheet:
6.10.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.107 The minimum and maximum roof slopes are Yz:12 and 6:12, respectively. Back -nailing is required when slope is
1:12 or greater. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. within 3-
inch side laps.
6.10.3 Non -Tile Applications:
Shall be fully self -adhered to the substrates noted in Section 5.6. For direct -bond to deck applications plywood
shall be primed with MatrixTM 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer at Y: to
gallon per square.
Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage
edge upslope and for minimum 2-inch overhang at eaves and rakes. Roll out sheet and allow to 'relax' for min. 30
minutes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the
eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip
edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of MatrixTM 201
Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Ensure all end laps are staggered at least 18-inch apart.
Use a weighted lawn or linoleum roller to ensure complete adhesion to the substrate. Use a hand roller to firmly
bond side and end laps.
6.11 r StormGuard° Film;Suifaced LeakrBarrier:
6.11.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.11.2 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c.
within 3-inch side laps.
6.11.3 Non -Tile Applications:
Shall be fully self -adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets
properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch
overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the
overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to
substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch
troweling of Matrix"' 201 Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Ensure all end laps are staggered at least 18-inch apart.
Use a hand roller to firmly bond side and end laps.
NEW ETC, LLC Evaluation Report 01506.04.08-R14
Certificate of Authorirotion#32455 e"EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R34
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 9 of 11
ONEMOletc.
6.12 WeatherWatch° Mineral Surfaced Leak Barrier:
6.12.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.12'2 WeatherWatch® Mineral Surfaced Leak Barrier may be installed as a secondary water barrier using minimum fl-
inch wide rolls to seal plywood deck joints prior to installation of the primary underlayment system.
6.12.3 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c.
within 4-inch side laps.
6.12.4 Non -Tile Applications:
Shall be fully self -adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets
properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch
overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the
overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to
substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch
troweling of Matrix' 201 Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Ensure all end laps are staggered at least 18-feet apart.
Use a hand roller to firmly bond side and end laps.
6.13 Ruberoid° Mop Granule; Ruberoid° Mop Granule FR:
6.13.1 Ruberoid® Mop Granule or Ruberoid® Mop Granule FR shall be installed in compliance with current GAF
published installation requirements.
6.13.2 For use in tile applications, Ruberoid• Mop Granule or Ruberoid• Mop Granule FR are for use as an alternate to
Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-
12) beneath mechanically fastened the roof systems or the Hot Asphalt applied "Cap Sheet" in the 'Two Ply
System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems.
6.13.3 Fully adhere in ASTM D312, Type IV hot -asphalt to the substrates noted in Section 5.6. Side laps shall be
minimum 4-inch and end -laps minimum 6-inch wide, and offset end -laps minimum 3-feet from course to course.
Side and end -laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending
approximately 3/8-inch beyond the lap edge.
6.13.4 Consult GAF instructions regarding back -nailing requirements.
6.14 Tile Staltinft (Ruberoid® Mop Granule: Ruberoid° Mop Granule FR):
6.14.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment.
Refer to Table 2 herein, and GAF published requirements for tile staging.
6.14.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be
used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or
nail -boards, to prevent tile sliding and/or damage to the underlayment during the loading process.
NEMO ETC, LLC Evaluation Report 01506.04.08-R14
CertifcateclAuthorkotion#32455 C"EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R14
GAF Roof Underlayments;1800) 766.3422 Revision 14: 06/OS/2018
Page 10 of 11
ONEMOjetc.
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product.
Contact the noted CA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements.
The following plants have qualified products under their respective physical properties specifications.
Plant Specification Products .
Charleston, SC FBC 1507.1.1 (Exception) Tiger Paw'" Roof Deck Protection
Conover, NC ASTM D6757 VersaShield° Fire -Resistant Roof Deck Protection
Dadra, India FBC 1507.1.1 (Exception) Tiger Paw'" Roof Deck Protection
Fontana, CA AC165 RoofPro'" SBS-Modified All -Purpose Underlayment
Homer, LA FBC 1507.1.1 (Exception) Tiger Paw'" Roof Deck Protection (WIP)
McGregor, TX FBC 1507.1.1 (Exception) Shingle -Mate® Roof Deck Protection
Mission, BC FBC 1507.1.1 (Exception) Tiger Paw" Roof Deck Protection
Mt. Vernon, IN ASTM D1970 Liberty'" SBS Self -Adhering Base/Ply Sheet; StormGuard° Film Surfaced
Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier
North Bay, Ontario FBC 1507.1.1 (Exception)
Deck -Armor'" Premium Breathable Roof Deck Protection, StormSafe'"
Anchor Sheet, Tiger Paw'" Roof Deck Protection (conversion)
Pryor, OK FBC 1507.1.1 (Exception) Shingle -Mate® Roof Deck Protection
Savannah, GA
ASTM D1970 StormGuard° Film Surfaced Leak Barrier; WeatherWatch® Mineral
Surfaced Leak Barrier
ASTM D6164 Ruberoid° Mop Granule; Ruberoid• Mop Granule FR
UL, LLC. — QUA9625; (847) 664-3281
END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 01506.04.08-R14
Certificate of Authorization a32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R14
GAF Roof Underlayments; (8W) 766-3411 Revision 14: 06/05/2018
Page 11 of 11
REVISED 1/2/18
SEMINOLE COUNTY
rtoe,D%S NATUM CHOICE
Product Approval Form
Building Division
Address: Q10 J). -H n wail Ibno rd FL 3.2r7r73 Permit #
Product approval information can be obtained at the following sources: http://www.floridabuilding.org,
http://www.miamidade.gov/building/pc-search app.asp OR directly from the manufacturer.
The following information must be available on the jobsite for inspections:
1. This entire product approval form, stamped as "Reviewed" by Seminole County.
2. A copy of the manufacturer's installation details and requirements for each product.
3. All replacement windows and doors are required to meet 61' Edition FBC (Energy) Table 402.1.1.
4. A layout of dwelling or structure indicating type and size of window(s) and / or door(s) to be replaced with location
and use of room(s).
TYPE MANUFAC=
Fill in blank for others
SWINGING
MODEL # I SERIES
DOORS
FLORIDA APPROVAL 7F77!IAMl
INCLUDE DECIMAL
DADE
N.O.A
SLIDING
OVERHEAD
WINDOWS
DOES WINDOW REPLACEMENT INVOLVE LATH REPAIR: YES NO L_j
SINGLE HUNG
DOUBLE HUNG
HORIZONTAL SLIDING
CASEMENT
FIXED 1Nc
SKYLIGHT
MULLION
ALUMINUM
SOFFIT
VINYL
SHINGLES
ROOFING
METAL
TILE
SINGLE PLY 3}0 U r Li b e r+ EL 6 26 —1Z1
POOR —Vt&&MAQU0A1
DOES SIDING REPLACEMENT
Shoe+
INVOLVE WATER
Liber
WALL COMPONENTS
BARRIER/BUILDING
L IvGz6 — tzl
WRAP REPLACEMENT: YES 0 NO 0
SIDING
DWELLINGS ORIGINALLY DESIGNED AND BUILT WITH EMERGENCY RESCUE OPENING FOR
BEDROOMS MUST MAINTAIN AN EQUAL OR GREATER WINDOW OPENING AREA THAN EXISTING WINDOW
1101 FAST FIRST STF EEr SAWCF4) FL 32771-146e R-long (a0) 665-705o FAX (407)es5-74es
Reviision o
Response to Comments SEP 1 1 2018
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
P_ermit # 1 — ( S 3 I _Submittal Date
Project Address:
Contact: CX .L' a —
Ph:
Email: C I o, oil, a- L J
Trades encompassed in revision:
Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Department
D Utilities
Waste Water
Planning
Engineering
Fire Prevention
0 Building
Fax:
vlv CZ. 1 - C.o
General description of revision:
ROUTING INFORMATION
Approvals
yFORp CITY OF
Sk 40RDU \\
BUILDINGDIVISION
FST. 18
PLAN REVIEW COMMENTS
Application Number: 18-2831 Date: 09/24/2018
Project Description: Addition Contact Name: Claudia
Address: 210 Justin Way Contact Email: Claudia25ia)me.com
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review. The comments noted in this review 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 in letter form are not permitted. All references to FBC Chapter 1 are as
amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two conies of affected Plan sheets and/or
supplemental information as requester. Permit submittals will not be accented without two conies.
REVISION COMMENTS:
1. The revision plans for the open porch are required to be wet -sealed by the engineer. Only electronically submitted plans are
approved to be digitally signed & sealed.
FBC 107
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.
Ofrce meetings with the Plans examiner to discuss comments will require an appointment. arranged by Phone or email Prior to arrival.
Respectfully,
Steve Fiorey, CBO
Deputy Building Official
Revision O City of Sanford
Response to Comments O SEP 3 2018 Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # 18 • a F3 3 I Submittal Date em (- 09- 0 / 8
Project Address: 0 S ti Yl \N Cu 4
Contact: C AI r tip '1C e
Ph: C G -to 10 FS Fax:
Email: C ICL A I&.2_<P Vne CO
Trades encompassed in revision: General description of revision:
13- Building ^4 P-" P
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Department
Utilities
Waste Water
Planning
Engineering
Fire Prevention
0 Building
ROUTING INFORMATION
Approvals
RECORD COPY
Bedroom
2x6 24" o.c. to
match slope of
addition with the
same roof covering
2-2x l 2's-
w/ %2" flitch
1'-4"
Dining
Current addition
27-8q"
ING
0"
S 019PARVTS30C
Kitchen
4'-,
Bedroom
E.-
Exterior loose floor paver area.
Remove pavers and concrete deck
necessary to install footers and posts
N under the pavers. Install pavers back
O0 over top offooters.
144 Framing similar Roof Covered Porch Foundation Plannails14-lOdx1Y2 to additionnails
Scale 1/4" = 1'-0"
Wrap post w/
3/2" PT plywood,
moisture barrier,
metal lath and
3/4" painted stucco
finish
3-16d each end
Simpson HH4 '-2x4 ceiling
w/ 9-16d at beam joist 16" o.
and 4-16d at post, w/ Y2" m Ast Lire
and Simpson MTS 16 resistant bo
w/ 14-10dxl%2 Exist' Painted
at post and beams siding nablockwall2x12w/ 2-
edges of 2x8'-2"
Paver surface
Simpson MPBZ
Typical at Open Porch
Scale 1/4" = 1'-0"
e-0?" 8
O
PT TxT by 2'
t (n'P) in depth
footer
Open Porch Left View
Scale 1/4" = 1'-0"
Exterior loose floor
paver area. Remove pavers
necessary to install footers
and posts under the pavers.
Install pavers back over
top of footers.
Pavers See typical
section for
1anchoring
3-layers of o
5 each way N
o
1 2'-0" f—*
Open Porch Footer Details
Scale: nts
r`Ar-
a, I!;;
N 0 cr izM
lr- 'eW e
a^
fp/1
Oy
a
Current addition Addition roof
rafters, provide
2x blocking at
location of open
porch beam
bN
Blocking N 2-2x12 w/
Y2' flitch
F
Nf'1
Vl
Open Porch Roof Framing Layout NOTES:
Scale vas -1'-0' I -Rafter spacing max 2' o.c.
2-All lumber SYP grade 2.
SDIN
3-AlI lumber exposed to the elements i
0v ' to be pressure treated. c o
4-All lumber in contact with concrete or "'
SANFORD masonry to be pressure treated.
2.l$= 5-Provide 2x4 blocking at all
bFpAR rafters at mid span. So
N UP
t O '^ e
Ar
0N
O_
O
3 E
A d
a
u
v 00
LW