HomeMy WebLinkAbout111 Brierwood Dr; 17-3133; GARAGE ROOFOCT 2 5- 2017 CITY OF SANFORD
I BUILDING $ FIRE PREVENTION
D PERMIT APPLICATION
Application No: -' 3 3
0 oAocumented Construction Value: $
Job Address: i a - l,(oeJ i_ S17 ) Historic District: Yes NoE
Parcel ID: 33 - I Q - 30 - 50 a- 0 Goo- Qb 20 Residentialo Commercial
Type of Work: New Addition AlterationX RepainO Demo Change of Use Move
Description of Work: rr-c- dCMY-4 Plan
Review Contact Person: "Do i( &r Title: 1" RS- Phone: "
d Fax•
Email• U-
2 S3 T i c f-. COY-, I
Property
Owner Information @ -I" J' I G) .0 d-M Name
1 1 lQr `c hi Phone: (A 0-7- 1-7 - Street:
Resident of property? City,
State Zip: Contractor
Information Name
I I M6_ Lj "boll {dG( Phone: - Street:
IS OO i1. Fax: City,
State Zip: orlQi,O L ,s2aw State License No.: CGLOTs 19q Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Architect/
Engineer Information Phone:
Fax:
E-
mail: KI
Mortgage Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, beaters, tanks, and air conditioners, etc. ,I FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised:
June 30, 2015 / ti
L__7 Permit
Application
s-' 1-i
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is, issued.
of Owner/Agent
IT: I certify that all of the foregoing information is accurate and that all work will
with all applicable laws regulating construction and zoning.
6
Date
q,?b' 1 16 --)
A It S' _ M 63C4
Print Owner/Agent's Name
7
S?natuYe of Notary -State of Florida Date
Laws Alweftowskl
NOTMY PUBLIC
STATE OF FLONDA
O nown to Me or
Produ ExPWW
Signature of Co actor/Agent `` Dat
ar; S i1
Print Coniractor/ ent's Name
Signature of Notary -State of (rie
SMAWN 13ER000IST
Commitl9ion # FF 2a2a06
My commission ExPlres 06.21.2019
4 T Bonded Through
Natlonol Notary Assoc.
Contractor/Agent is P nown to e or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building g Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
WASTE WATER:
BUILDING: SF t,,D-M. t'%
Revised: June 30, 2015 Permit Application
SCPA Parcel View: 33-19-30-502-OG00-0080 Page 1 of 2
Property Record Card
oarld JOmson, CFA
Parcel: 33-19-30-502-OG00-0080
AMER Owner: MEARA MARK S & MARCIA
ri.oca5n
Property Address: 111 BRIERWOOD DR SANFORD, FL 32771
Parcel Information
Parcel 33-19-30-502-OG00-0080
Owner MEARA MARK S & MARCIA
Property Address 111 BRIERWOOD DR SANFORD, FL 32771
Mailing 111 BRIERWOOD DR SANFORD, FL 32771-3672
Subdivision Name IDYLLWILDE OF LOCH ARBOR SECTION-5
Tax District S1-SANFORD
DOR Use Code 01-SINGLE FAMILY
Exemptions 00-HOMESTEAD(2005) _
Value Summary
2018 Working 2017 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 146,020 137,465
Depreciated EXFT Value 2,447 2,497
Land Value (Market) 37,500 37,500
Land Value Ag
Just/Market Value *'$185,967 177,462
Portability Adj
Save Our Homes Adj 50,224 44,511
Amendment 1 Adj 0'--___„_..,
P&G Adj 0 0
Assessed Value 135,743 132,951
Tax Amount without SOH: $2,591.29
2017 Tax Bill Amount $1,743.74
Tax Estimator
Save Our Homes Savings: $847.55
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 8 BLOCK G
IDYLLWILDE OF LOCH ARBOR
SEC 5
PB 19 PG 46
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 135,743 G $50,000 85,743
Schools 135,743 25,000 110,743
City Sanford
SJWM(Samt Johns Water Management)
135,743
135,743
50,000
50,000
85,743
85,743
County Bonds 135,743 50,000 85,743
Sales
Description Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 3/1/2004 05256 1286 177,000 Yes Improved
WARRANTY DEED 6/1/2000 03880 1803 __— 118 000 Yes Improved
WARRANTY DEED 5/1/1990 02180 0909 103 000 Yes Improved
WARRANTY DEED 3/1/1978 01161 1412 51,200 Yes Improved
Find Comparable Sates
Land —---
Method Frontage Depth Units Units Price Land Value
LOT 1 37,500.00 $37,500
Building Information
http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=3319305020G000080 10/25/2017
i
5j
y;&--2LYMPUS Olympus Insurance
4200 Northcorp Parkway, Suite 400
Palm Beach Gardens, FL 33410
Non-O&P Items
Non-O&P Items Subtotal
O&P Items Subtotal
Overhead
Coverage: Coverage A
Profit
Coverage: Coverage A
Material Sales Tax
Coverage: Coverage A
Total
@ 100.00% =
@ 100.00% =
@ 100.00% =
RCV
7,000.00
43,703.27
4,370.37
4,370.37
4,370.37
4,370.37
1,088.86
1,088.86
60,532.87
Deprec.
0.00
15,128.25
443.47
ACV
7,000.00
28,575.02
4,370.37
4,370.37
645.39
15,571.72 44,961.15
MEARA MARK
10/17/2017 Page:13
I
OLYMPUSOlympus Insurancet
4200 Northcorp Parkway, Suite 400
Palm Beach Gardens, FL 33410
Insured: Meara, Mark
Property:
Home: 111 Brierwood Dr
Sanford, FL 32771-3672
Claim Rep.: Kim Heuer
Estimator: Kim Heuer
Cell: (407) 467-1869
E-mail: Marciamearal6@gmail.com
Cellular: (651) 246-1875
Cellular: (651) 246-1875
Claim Number: OIC20170902715_ Policy Number: OL30096602-06 Type of Loss: 1372
41742
Date Contacted: 9/22/2017
Date of Loss: 9/10/2017 1:00 AM Date Received: 9/20/2017 4:45 PM
Date Inspected: 9/29/2017 Date Entered: 9/22/2017 4:48 PM
Date Est. Completed: 10/17/2017 2:48 PM
Price List: FLOR8X_SEP17
Restoration/Service/Remodel
Estimate: MEARA MARK
In the following pages you will find the estimated cost of repairs to your home using prices that are usual and customary in your
area. This estimate is based on the replacement cost of repairs, less your policy deductible and any depreciation, if applicable. If
Olympus does not exercise our option to repair, then we encourage you to work with a contractor of your choice in completing
these repairs. If you -or your contractor has any questions or concerns about this estimate, please contact me at your earliest
convenience. It is important to call me prior to repairs beginning, as all additional work must be pre -approved.
You may see your mortgage company listed on your payment. If so, you will need to contact your mortgage company to
determine their procedures for processing claims payments.
Thank you for insuring with Olympus Insurance Company. We appreciate your business.
ANY PERSON, WHO KNOWINGLY AND WITH INTENT TO INJURE, DEFRAUD OR DECEIVE ANY INSURANCE
COMPANY, FILES A STATEMENT OF CLAIM CONTAINING ANY FALSE, INCOMPLETE OR MISLEADING
INFORMATION, IS GUILTY OF A FELONY OF THE THIRD DEGREE"
N f f flf f f ff l f1f f lf f ff ff ffff f 9f
irfl.ti4iJi_t I_(JtifTH
1 lit:. OF r `i F'..'U1 i' iajUFZ z,: ti
1. P
Return to: (self addressed stamped envelope enclosed)
Timberland Builders, Inc.
1500 N. Orange Blossom Trail
Orlando, FL 32804
This Instrument Prepared by:
Douglas Miller
1500 N. Orange Blossom Trail
Orlando, FL 32804
Property Appraisers Parcel Identification Number
33-19-30-502-0G00-0080
NOTICE of COMMENCEMENT
State of Florida
County of Seminole
The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with section 713.13
of the Florida Statutes, the following information is provided in this NOTICE of COMMENCEMENT.
1. Legal description of property: LOT 8 BLOCK G IDYLLWILDE OF LOCH ARBOR SEC 5 PB 19 PG 46
a. Sheet address of property: 111 Briarwood Drive Sanford FL 32771
2. Description of Improvements: Repair garage
3. Property Owner Name: Mark S. Meara
b. Property owner address: 111 Briarwood Drive Sanford FL 32771
c. Interest in property: Owner
Fee Simple THIS Holder Name: Same
4. Contractor Name: Timberland Builders, Inc.
b.Contractor Melling Address: 1500 N. Orange Blossom Trail Orlando, FL 32804
c. Telephone No. 407-872-0725 Fax No.
S. Surety Name: None Amt of Bond $ None
b.Surety Mailing Address: None
6. Lender Name: N/A
b. Lender Mailing Address: 1
7. Identity of person within the state of Florida designated by owner upon whom notices or other documents may be served:
a. Name and Address None
b. Telephone Number. _
8. Person within the State of Florida designated by Owner upon which notices and other document; may be served as
provided by Section 713.13(1)(a)7., Florida Statutes.
Name Serve Owner
Address Serve Address
In addition to himself, the Owner designates the following person to receive a copy of the Llenoes Notice as provided
In Section 713.13(1)(b), Florida Statutes.
Name Serve Owner
Address Serve Address
9. Expiration date of this Notice of Commencement: This Notice of Commencement expires in one year.
RNING TO OWNER: PA ENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
WOPER
YMENTS UNDER CHAPTER 713, PART I, SECTION 713.13 FLORIDA STATUES, AND CAN RESULT
FOR ROVEMENTS TO YOUR PROPERTY; A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
TE ORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN
EN ING WO OR RECORDING YOUR NOTICE OF
COMMENCEMENTX\
r
r+
Mark & Meara
gnature r Printed ulgnature of Owner
APPLY NOTARY SEAL HERE I have relied upon the following identification of the Affiam:
Lam Mwdrkpwllild
NOTARY PLISIX toai-cLr C j,
dary o"rb'[jrk'._" STATE
OFFLORIIA y Yy
yyyy pp a
a \rarrawr GGOO w• (_U.J C'U n l lX-/ ''' ti` 11.
Verification pursuant to section 92.626, Florida Statutes. Under penatties of pedury, I declare at ve rea a {h' foregoing
and that the facts stated In it are true to the best of my knowledge and beflef. V\
Timberland Builders, Inc.
1500 N. Orange Blossom Trail
Orlando, FL 32804
CGC057197
rn
WORK AUTHORIZATION
the undersigned owner or
authorized representative of the property known as t i bric cwocj
do q L T1 ) , has contracted with
Timberland Builders, Inc. and grant access to the property for the purpose of restoring the
property to its pre -loss condition. The undersigned agrees that the scope and the contract
amount of all work included in this contract will be determined by our estimate approved
by ,
G4 r of () i
Adjuster) (Insurance Company)
Contractor agrees to furnish all materials and labor necessary and required to restore the
subject property to its pre -loss condition as detailed in the attached scope of work. The
Contractor's work is limited to this scope and the contract is based upon Contractor's
standard building materials unless otherwise noted. All work performed will be
completed in a workmanlike manner and will conform to all existing building codes as of
the date of the contract. The Contractor reserves the right to correct any defective
workmanship or materials and provides a one year warranty from the date of completion.
Any changes in the scope of work or substitution of materials will only be executed upon
completion of the appropriate Change Order. Contract price reductions which result from
change orders deleting portions of our work will be calculated using the projected costs to
the contractor.
It is clearly understood that Timberland Builders is
an agent, neither express nor implied, of the aboy€
Payment will be due upon completion, or as
for im Builders
Date: , 2017
independent contractor and is not
company.
in the attached draw schedule.
1
Authorized Representative
RECORD COPY
Meara Residence
111 Brierwood Dr.
Sanford, FL 32771
October 24, 2017
WILLIAM F. STUHRIKE, PhD, P.E.
FLORIDA P.E. #22150 12215 REBECCA'S RUN DR. WINTER GARDEN, FL. 34787
407) 920-3119
CITY OF SANFORD BUILDING DIVISION
TIMBERLAND BUILDERS
Attn: Doug Miller
1500 North Orange Blossom Trail
Orlando, FL
32804
RE: TREE DAMAGE REPAIR
Meara Residence
111 Brierwood Dr.
Sanford, FL
32771
ENGINEERING
October 24, 2017
REVIEWED POR CODE COMPLIANCE
PLANS EXAMINER
JAI -Z_t,.•-7
DATE
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING CA CORRECTION OF ERRORS IN PLANS,
DI REd 1 ITV IV
TION OR VIOLATIONS OF THIS CODE
The front corner of the garage was damaged by a tree impact during the recent
hurricane. The location of this damage is identified in the site plan provided as
Attachment "A". The damage to the Meara residence located at 111 Brierwood Dr.,
Sanford, FL (32771) includes several of the manufactured roof trusses and a section of
the masonry wall. In accordance with the FLORIDA BUILDING CODE 5TH EDITION
2014) EXISTING BUILDINGS, the following classification is established for the repair of
this identified tree impact damage. In accordance with Section 502.1, the proposed
effort "is to be considered a repair". Further, since this structure has not sustained
substantial structural damage" in accordance with Section 404 Repairs, Section (B)
404.4 applies. This section provides that "For damage less than substantial structural
damage, repairs shall be allowed that restore the building to its pre -damage state,
based on material properties and design strengths applicable at the time of original
construction. New structural members and connections used for this repair shall comply
with the provisions of FLORIDA BUILDING CODE 5TH EDITION BUILDING for new
buildings of similar structure, purpose and location." The following specific steps detail
the requirements for the repair of this damaged structure.
William F. Stuhrke, PhD, P.E.
Stat of F 'da PE # 22150 # 1 i- 3 1 3 3
G
Meara Residence
111 Brierwood Dr.
Sanford, FL 32771
October 24, 2017
ENGINEERING REPAIR DIRECTION
This Engineering Repair Direction provides for the repair of the damaged structures in
full compliance with the requirements of the FLORIDA BUILDING CODE 5T" EDITION
2014), including the FLORIDA BUILDING CODE, BUILDING, the FLORIDA BUILDING
CODE, RESIDENTIAL and the FLORIDA BUILDING CODE, EXISTING BUILDINGS.
The following specific directions are provided for the repair and restoration of the
damage identified in the exterior bearing wall structure and roof of the Meara residence
located at 111 Brierwood Dr., Sanford, FL (32771). The specific directions are provided
relative to the wall section shown in Attachment "B" and the partial floor plan provided
as Attachment "C
Shorinq — Prior to demolition and removal of the damaged structures, shoring
must be provided to ensure that the roof, roof structures and the precast garage
door header are adequately supported during the repair and restoration.
Demolition — Upon removal of the damaged portions of the roof structure and the
damaged section of masonry wall as identified in Attachment "C", the full extent
of the damaged roof and masonry wall structures will be identified. All the
structurally damaged wood material is to be removed and replaced. Based on the
preliminary evaluation, this will involve the removal and replacement of a number
of the manufactured wood roof trusses, the masonry wall between the garage
door opening and the front corner as well as a minimum of four feet of masonry
material along the front wall adjacent to this damaged corner.
Masonry Wall Rebuild — The damaged masonry material as identified in
Attachment "C" is to be removed from the lintel to the slab. The damaged
masonry concrete block material is to be removed such that only full 16" concrete
block masonry units are removed, providing for an interlocking of the rebuilt wall
structure into the existing undamaged masonry wall structure. Specifically, the
precast garage header is not to be cut allowing for the full 8" bearing on the
rebuilt section of masonry wall between the opening and the corner. As shown in
the Attachment, vertical cells are to be reinforced and grouted solid at the edge
of the garage door opening, the corner and at the front of the wall, where the new
concrete block units are knitted into the existing wall structure. The reinforcement
2
William F. Stuhrke, PhD, P.E.
State-ofrtarida PE # 22150
Meara Residence
111 Brierwood Dr.
Sanford, FL 32771
October 24, 2017
in these cells is to be #5 rebar, that is epoxied into the existing undamaged
foundation and tied into the new reinforced lintel structure. The replaced section
of lintel structure is to be grouted solid and reinforced with #5 rebar, which has
been secured a minimum of 5" into the existing lintel employing SIMPSON SET
Epoxy or equivalent. All of the rebar is to be tied in contact and provided with in
the case of the vertical reinforcement a minimum overlap of 8" and in the
horizontal overlaps in the lintel course a minimum overlap of 25". Upon
completion of the structural repair, the exterior of the wall is to be finished with
stucco with a minimum masonry thickness of 1/2" in compliance with the
FLORIDA BUILDING CODE 5T" EDITION (2014) RESIDENTIAL
Roof — The damaged roof trusses are to be removed and replaced. The new roof
trusses are to be secured employing SIMPSON MTSM16 twist straps with (7)
10d X 1'h" Nails and (4) %" X 2Y4" TITENs. The new roof sheeting is to be'h"
CDX Plywood or'/2" OSB material. The sections of sheeting are to be installed
such that as a minimum they span three trusses in the horizontal direction and
are a minimum of 24" in the vertical direction. The roof sheeting is to be secured
employing 8d Code Compliant Ring Shank Nails, 4" on center on the edges and
8" on center in the field.
Roof Covering — The new roof covering is to be installed over Code compliant
underlayment to match the existing roof shingles.
Soffit and Fascia — Soffit and fascia are to be repaired and finished to match the
existing materials and finishes.
GENERAL SPECIFICATION
The repair and restoration of this single family residential structure has been designed
in accordance the requirements of the FLORIDA BUILDING CODE 5TH EDITION,
BUILDING, CHAPTER 16, DESIGN CRITERIA and ASCE 7.
Wind load requirements employed in the design of the structure:
Ultimate Wind Speed: (3 Second Gust) VOLT = 140 MPH
Basic Wind Speed: (3 Second Gust) VASD = 108 MPH
3
William F. Stuhrke, PhD, P.E.
State of Florida PE # 22150
Meara Residence
111 Brierwood Dr.
Sanford, FL 32771
October 24, 2017
Building Category II, Enclosed
Wind Exposure C
Wind Borne Debris Region - NO
Wind Stagnation Pressure 29.86 PSF
Design Pressure (Worst Case Condition):
Components & Cladding +25.45 PSF / -34.03 PSF
Uniformly distributed live loads employed in the design:
Roof 20 PSF
Living Areas 40 PSF
All connections have been checked to withstand all applicable loads.
All details and sections are intended to be typical and shall be construed to apply to
any similar situation elsewhere on the project, except where a different detail is
shown.
All concrete blocks shall be standard weight blocks conforming to ASTM C90, Grade
N1 with Fm = 1000 PSI, laid in running bond with Type S mortar.
Where shown, cores of concrete block masonry shall be filled with pea gravel
concrete with a minimum compressive strength of 3000 PSI at 28 days. Slump shall
be 8 to 10 inches.
In masonry headers extend the bottom steel reinforcement a minimum of 6 inches
into pilaster or poured column and wire tie the vertical reinforcement steel.
All reinforcing steel shall be new billet steel conforming to ASTM 615 Grade 40.
All reinforcing steel shall be provided with a minimum of 3 inches of concrete cover,
when installed below grade and 2 inches of concrete cover above grade.
All continuous vertical or horizontal rebar in footings, beams and other concrete shall
be spliced where necessary or desirable by wiring together in contact. The length of
5 bar laps shall be a minimum of 25 inches (40 bar diameters).
4
William F. Stuhrke, PhD, P.E.
State-off4orida PE # 22150
Meara Residence
111 Brierwood Dr.
Sanford, FL 32771
October 24, 2017
All framing shall be fabricated and installed as per AITC, TPI and National Design
Specifications for Wood Construction.
All wood structural members shall be controlled stress grade lumber having a fiber
stress of at least 1200 PSI.
5
William F. Stuhrke, PhD, P.E.
State-o€-Florida PE # 22150
Meara Residence
111 Brierwood Dr.
Sanford, FL 32771
October 24, 2017
O.i' OFF ) LOT
FENCEFENCE)
LOT
89 48' 4'E 1 .5
7.5' UTILITY ERSFKFNT t3'B
LOT 8 ;;
4.1
Z
Z
W
53.7• BLOCK 'G' W
a~
r c
J
aB rl LOT 7
in
B 44.7'
o'
PATIO
CD BLOCK 'G'
a
M
v
a 20.0'
0 Std - e
de
o
1 Res#t l
Z
Cu
Q W
t9 3' 20.0
0 5.6' o o
27.4' ej 8.3'
0
p
37.5' oo
Cu
Cu
S -
94~ . 23.4' 16.3
93,63'
4' WALK
2' CURB W
13RIER WfJ[7D DRI VE
50'RIGHT -OF- VA YCP>
CPAVED PUBLIC ROADWAY>
ATTACHMENT "A"
RESIDENCE FOOT PRINT 'IDENTFYING
AREA OF TREE IMPACT DAMAGE
6
William F. Stuhrke, PhD, P.E.
Stat orida PE # 22150
Meara Residence
111 Brierwood Dr.
Sanford, FL 32771
October 24, 2017
lW30 lb. FELT DR r -wL
CDX PLYWOOD SI-EAT14M ELEVATIONS -
PRE-ETRED WaoD
ROOF TRUSSES a 24' O.C.
SU'7PSCN 14ETA-20 METAL TRUSS
ANCHOR TYP. a TRL9MWMU WALL COW
SEE ROOF PLAN OR CONK. SCHED. R-30 IN&A ATION
NER-3W 4 469)
METAL DRIP EDGE
POURED LINTEL COURSE W/1-5f CONE.
2 X 6 SUB -FACIA j ' PRE -CART CONC. HEADER AT OPENINGS
WY ALUM. U/RAP UU1-05o CONT. (PER LINTEL SCHEMILE)
I] I X 8 DRAPE BACKING a URNDCW5
ALUMIN131 SOFFIT
t ] P.T. BUCK -STRIP
NOTE: 'PLUMB CUT' OVERHAA j t
FACIA DETAIL SHOUN (SEE ELEVATE)
SEE ELEVATIONS TO I
VERIFY PLUMB CUT OR
SQUARE CUT, ETC. j
SINGLE HUNG.. ALUM. WINDOW W/SCREEN t NOTE= VERIFY ALL WALL HEtCd4TS,
TO COMPLY WABC WIND LOAD REW t BEARING 4 WINDOW HEIGHTS, ETC. WITH
t CROSS SECTIONS AND/OR ELEVATIONS.
PRECAST CONCRETE SILL
CET1ENTIOUS TYPE FINISH ON
CMU WALLS SILL
1/2' DRYWALL
1 X 2 P.T. FURRING 5TRIPS Ul/
R-5A ENERGY SHEU.D INSUL_ BOARD
t t 8 X eX Ha CONCRETE MASONRY UNIT
1-154 VERTICAL IN GROUTED CELL
AT CORNERS 4 OPENINGS 4 SPACING
SHOW ON FLOOR 4 FOUNDATION PLANS WOOD BASE
MIN. 25' LAPS, 6' EMBED 4 10' FIOp: j
AT FOOTING DOUIELS.
MIN. 25' LAPS, 6' EMBED 4 10''-
HOOK AT BOND BEAM TYP. jj ,
4' CONCRETE SLAB, 2500 PSI e 26 DAYSj
1 f t • F-I I- 6X6 10/19i WWl't. (DBL 36' a EDGES) 6 MIL.
POLY VAPOR BARRIER ON CLEAN, COMPACT,
I TREATED FILL. (TYP. ALL SLABS)
I+
16'= 16 X 16 MONOLITHIC CONC. FTC, Wn-15# CONT.
LAP SPLICES AND OUTER CORNER BARS TO
OVERLAP 25' MIN. CONC COVER 3' MIN.
ATTACHMENT "B"
TYPICAL. MASONRY BEARING WALL SECTION
STUCCO EXTERIOR FINISH
7
William F. Stuhrke, PhD, P.E.
State-ef-F• orida PE # 22150
Meara Residence
111 Brierwood Dr.
Sanford, FL 32771
October 24, 2017
4RjE.-N. C F-
r Q-C`?cs L
ATTACHMENT ASCII
PARTIAL FLOOR PLAN DAMAGED AREA OF RESIDENCE
E.
William F. Stuhrke, PhD, P.E.
State ZMcmida PE # 22150
BOUNDARY SURVEY
MEARA PROPERTY"
111 BRIERWOOD DRIVE, SANFORD, FLORIDA
r LEGAL DESCRIPTION
LOT 8, BLOCK "G", IDYLLWILDE OF LOCH ARBOR SECTION 5, A
SUBDIVISION ACCORDING TO THE PLAT OR MAP THEREOF AS DESCRIBED
IN PLAT BOOK 19, PAGE(S) 46, OF THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA.
RECORD COPY
LOT 1 LOT 2
BL OCK 'G' I BL OCK
33'
0.2' ON LOT 0.1' OFF LOT
a FENCE) 8. FENCE)
I
ff-EASNTM7.5' t3.8'
12.2'
LOT 8
Z U 53.
7' BL OCK `G' V1LDI v Z W
SANFORD
a
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9 - 44.7' PATIO a all M
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riF-8.3' ITri 4WQ37.
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CL N
33 ' 23.
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16.3 ve number
1 lJ rj J
Aius= 25,
00 ta= 89°
48'13' 93.63' 39.18
4' WALK gent= 24.
91 in Drcl_
2N2' CURB
Drd Brg.
N.45°05'42'W, BRIERWOCID DRIVE
50'RIGHT-
UF- W4 YCP.)
This document has been electronically
S D signed using a Digital Signature. PrintedrylF,+i +
µoa copies without an original signature must
be verified using the original electronic
ar r' version.
1tt/M . t ` Alpine, an ITW Company
2400 Lake Orange Drive Suite 150 Orlando FL 32837 H.
r..• A
Florida Engineering Certificate of Authorization Number: 0 27 ".+ •si 1 Florida
Certificate of Product Approval # FL 1999 1. . 4\
tt' • e Page
1 of 1 Document ID:1 W556666Z0317090557' % s NO.
70861 t Truss
Fabricator: Truss Wood, Inc. Job
Identification: 25457- TIMBERLAND BUILDERS BR I ARWOOD REPAIR -- 11 61111MO iKrick
Truss
Count: 2 +Q ` Model
Code: " "+ AW
A' Florida
Building Code 5th Edition (2014) j ORTruss Criteria: TPI-2007(STD)$Engineering
Software: Alpine Software,Uersion 17.01. ONAStructural EngineerofRecord: The identity of the structura1 FOR did not exist as oAddress: thesealdatepersection61G15-31.003(5a) of the FAC Minimum
Design Loads: Roof - 37.0 PSF @ 1.25 Duration Floor -
N/A Wind -
140 MPH ASCE 7-10 -Closed Notes:
17 1.
Determination as to the suitability of these truss components for the structure
is the responsibility of the building designer/engineer of -Truss Design Engineer - record,
as defined in ANSI/TPI 1 2.
The drawing date shown on this index sheet must netch the date shown 2400 Lake Orange Dr, Suite150 on
the individual truss component drawing. Orlando FL, 32837 3.
As shown on attached drawings; the drawing number is preceded by: HCUSRS666 Details:
14015EC1-GBLLETIN- Ref
Description Drawin # Date 1
52010--GE1 17290012 10/17/17 2
52011--C1 17290013 10/17/17 a
17-
3133
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
25457-,TIMBERLAND BUILDERS BRIARWOOD REPAIR -- 111 BRIARWOOD DR SANFORD, ** - GE1)
Value Set: 13B (Effective 6/l/2013)
Top chord 2x4 SP #2
Bet chord 2x4 SP #2
Webs 2x4 SP #3
Stack Chord SC1 2x4 SP #2::Stack Chord SC2 2x4 SP #2:
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing and
other requirements.
In lieu of structural panels use purlins to brace TC C 24" oc.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
41
4X5
140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Truss designed to support 2-0-0 top chord outlookers and cladding load
not to exceed 3.00 PSF one face and 24.0" span opposite face. Top
chord must not be cut or notched, unless specified otherwise.
Stacked top chord must NOT be notched or cut in area (NNL). Dropped
top chord braced at 24" oc intervals. Attach stacked top chord (SC) to
dropped top chord in notchable area using 3x4 tie -plates 24" oc.
Center plate on stacked/dropped chord interface, plate length
perpendicular to chord length. Splice top chord in notchable area
using 3x6.
LX4(Ub) = LX4(Ub)
112-0-&D_-_8 Lzz:2-0-0:J
of 9-I 01P-31, 9-0-1
13 6-0
9-0-1 \I 1 11° 2-9-I12
23-6-0 Over Continuous Support
R=157 PLF U=52 PLF W=23-5-8
RL=11/-ll PLF
Note: All Plates Are 2X4 Except As Shown.
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=20%(O%)/O(0) 17.
WARNING!SH READ AND FOLLOW ALL NOTES ON THIS DRAW NO
4IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Tr rcqu cmc ar ........... M1 ing, ipping, n cal ngU and b ng. ReF r tofr0051c (Du ngCompon c Sanecy In a ion bysTPl l WTCA)r .tyap
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i'AroigCUM1cUng. Lac n- ow rM1ccrm n cc ra arc ai f w vc bracing In a
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oor
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a tl v f ITW BuilUing Components Group Inc. any tlev iaci frdy ng,
nny'f ilure c e cross in conformance w 11, ANSI/TPIb1, o rp fors b anU long, sM1ippiny.o l
AN
ITW COMPANY seal scion &aerating or cr s Anna
en eHl. Er.w ln0 or ar p 0. I LCing thl. tlr.w le0, InCle .oeePt.ne. uT PfeT...luna en0loaupi sponsinlllcy
sololy Vol os gn __. Thn sui[.Gllity entl us. or th dt.ving ror .ny sc roc ur. is 2400
Lake Orange Dr.. Suite 150 .sPonsleuicy or m. B„I le l—ga igner nor ANSI/TPI 1 S-2. Orlando
FL 32937 Fo ma ion - c is jo g .... n s ti aye n e nsn web FLCOA40278ALPINEwww.alp nciltw onm tTPl.'www [Pinsa.org_A www.s nmscry =om, Ice Swww.lcrsa Fc.ory H.
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H. Krick Lic. Number i) -
8-
0-0 1
FL/-/4/-/-/R/ TC
LL 20.0 PSF TC
DL 7.0 PSF BC
DL 10.0 PSF BC
LL 0.0 PSF TOT.
LD. 37.0 PSF DUR.
FAC. 1.25 16ISPAC
I NG 24.0" Scale=.
25"/Ft REF
R6666- 52010 DATE
10/17/17 D
RW HCUSR6666 17290012 HC-
ENG AK/WHK SEQN-
42336 FROM
CB JREF-
1W556666Z03 10/
17/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
25457-,TIMBERLAND BUILDERS BRIARWOOD REPAIR -- 111 BRIARWOOD DR SANFORD, — - Cl)
Value Set: 13B (Effective 6/1/2013
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Special loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 55 pif at -2.09 to 55 plf at 11.75
TC- From 55 plf at 11.75 to 55 plf at 25.59
BC- From 20 plf at 0.00 to 20 plf at 8.31
BC- From 60 plf at 8.31 to 60 plf at 15.40
BC- From 20 plf at 15.40 to 20 plf at 23.50
Wind loads and reactions based on MWFRS with additional C&C member
design.
4X8 -
140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
3X5(A1) =
3A+
3X5 =
3^4
3X5(A1)
t,2-0-0J
R=1130 U=470 W=8"
RL=138/-138
L,::2-0-0J
23-6-0 Over 2 Supports —
R=1133 U=473 W=8"
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=20%(0%)/O(0) 17.
WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require a eme arc n a rica[ing, M1antlliny, -pp.-
c
ng, nnyf oluoxrarOCS lc (Dtlupcil'
Uc ingrbcu ss ineanfo rmeaSWraceing
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o , AN ITW COMPANY e s[
nl aeion &abraeing or [rossc+.
An seal on this drswlnrcoy- Iistln
thls
drewlnIndlcstas • - tend- orT-eslonsl en Ineerl g o r page p g, cc p pro g rosponsl hi lliy sol oly for the tlo Igo shown. Th- suitehl lltyendus- of Cols tlreWing for any struttu rb Is
2400 Lake 0mnge Dr_ Suile 150 osp wilily or — gw ldJng Des lgncr por ANSI/TP1 1 S« 2. Orlando.FL 32937 F.
o m c job's gn o pogo deso FL COA 40278 ' ALPINE: www.alp n w.c mCTPI
Swww t'pm .org: WTCA: www.s in scry c m, ICC Swww., .a .
org QT O. 7,08 1 S AT O F Ill A 1 FsslQ A ENG M,iINHII R* illiam H. Krick Lic. Number 12
FL/-/
4/-/-/R/ TC LL
20.0 PSF TC
DL 7.0
PSF BC DL
10.0 PSF
BC LL 0.0 PSF
TOT.LD. 37.0
PSF DUR.FAC. 1.25
161SPAC I NG 24.0"
Scale=.2511/Ft REF R6666-
52011 DATE 10/17/17
DRW HCUSR6666 17290013 HC-ENG
AK/WHK SEQN- 42346
FROM CB JREF- 1W556666ZO3 10/
17/2017
Gables Stud ReWarar cement Detra!R
ASCE 7-I4 140 mph Vi3`1Ci Speed, 15' Hear) Height, Er-iclus:=d, Exposure C, Kzt = 1.00
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to the D itd:nrg Deslt: a far er•:diti5rs W—ect000realct ` _ ,(ti • 1i -aaviDearesse€n by 1';ls. detail,. f lapro9:nt [ r verti'taV wew. Va 'rer -toChartd' ovr, 8 L yis • an n A C r qr [ .-
vWNlNN'.• K&:AD ANTI 4•ItlL1.4V\9 Ai.V. MNIFS fBnV 'i HIS IRAVIWO 1 ' REF J 7-llIW-. 'I t/l IAW EkCAMP4YVkH1CHIHiCpItAVINNrHAl-Y f40N1RFAC r11BtS INYIHp1Nt 41N4 PPN\IAlI4,NC . v • avJ r -
L 4' 6 [ MLrfa FIGgI i i. arl Y h DATE ]®/01/
14 v V
i. C
i r 4c f xa se C .e11t, 1c. 1 li t iw. t z k L.y, CS : - i•l
t< 5y i d V i- ,, a ' : DRWG .A14 hl.GCNC101014 tll rtly #t t le,j^5 tta L r -+•a L VV L
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L- -a. ny .s •....... [. MAK TOT. M 60 P'SF 723 Riverpori
Drive crtiiaaewrFa#4,i
m'to 6q r>r rover rfo!ata It i!rpl tiai. droa ttp}, =..tea o rptonr.r of p.o4.K.Kta,o1 4tI }fit NV D r
ry JLNity MNY C the dr Jqn Jrr IM W# EfSi#y mrd a rot 11i d nti r"4 RONAL J. Suite No
troy ny st» 't i #Pu a F>•a +.JmlekYy roC iNc }mdidlnta Dta iryra M AMNIieI B Sord *"", tYt Maryland Heights,
MO 63643 f € OF—mer 4d1. J Y - I Y 5, xr uro I ta.s. r• 1- "y q nd,P"Ox9:
w w.,.lt,6n c4lm„u.., 1a, wme te,l"..;t ,ra} C.aQ:A. a4r6: iu Y yuraat 4LP. vx. k.v. ,ut .rx-ia OAX, S1P',A'.11NIG L 3.4D"' 10/ 17/2017
T
RelnfoMenk
Go
Tr
ahhe Detail
Fnr I Pt -in VPrtirnl Goble Truss Plate Sizes
pproprla Le Alpine gable detail for
e sizes fnr vertical studs.
Engineered truss design for peak,
b, and heel plates.
verticat plates overlap, use a
to that covers the 'total area of
lopped plates to span the web.
2X4
2X4 r__X
Provide connections for uplift specified on the engineered truss design
Attach each "T' reinforcing mem'oer with
End Driven Nails:
10d Common (0.148"x 3,",min) Nails at 4" o.c plus
4) nails in the top and bottom chords.
Toenalled Nails:
IOd Common (0.148"x3",min) Toenails at 4" o.c plus
4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detail for ASCE
wind toad.
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 Gable etoil Drawings
A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENCi01014,
A18015ENC101014, A20015ENC101014, A20015EN13101014, A20015PED101014,
A11530ENC101014, 41203DENCi01014, A14030ENC101014, A16030ENC101014,
A18030ENC1D1014, A20030ENC101014, A20030END101014, A2003OPEDJOI014
S11515ENC100815, S12015ENC100815, S14015ENC100B15, S16015ENC100815,
S18015ENC]00815, S20015ENC100815, S20015END100815, S20015PED100815,
S11530ENC100815, S12030ENC100815, S14030ENC100815, S16030ENC1OD815,
S18030E.NC100815, S20030ENC100815, S20030END100815, S2002OPEDIO0815
See appropriate Alpine gable detail for maximum unreinforrclet Nfkble vertical length
Y
rprrhrr
jr
I P.einforcement Attachment Detail
Reinforcing 'T' Reinforcing
Member Menber
Toe -nail - r - End -nail
To convert from "L" to 'T" reinforcing members,
nut tip Iy "T" increase by length (based on
appropriate Alpine gable detail).
Maximum allowable "T" reinforced gable vertical
length is 14' from top to bottom chord,
T' reinforcing member material must match size,
specie, and grade of the "L" reinforcing member.
eb Length Increase w/ "T" Brace
Example
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 Ft, Kzt - 1.00
Gable Vertical = 24'o.c, SP 93
T" Reinforcing Member Size = 2x4
T" Brace Increase (From Above) = 30% = 1.30
1) 2x4 'L" Brace Length = 8' 7'
Maximum "T" Reinforced Goble Vertical Length
1,30 x 8' 7" = 11' 2'
T" Reinf.
Mbr, Size
T"
Increase
2x4 30
2x6 20
WARNINN-T READ AND FOLLOW ALL NOTES ON THIS DRAWING] ' • jt('j t r-
IMPORTANTwe FURNISH THIS RAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `# \ a \ ` + ••
r`
R E r LET - I N V E R T
Trusses require extrenc core In fabricating, handling, shipping, Installing pod bracing. Refer to'
eunw the lute t edition nr Brs] reuaaing cen. l" surety Infor otinn, by Tal and secA> for ;fey y/yp { DATE 10/O1/14practicespriortpperfarmingthesefunctions. Ins toilers shall provide temporary brocing per BCS1 7.08 f
V
Unless noted otherwise, top chord shall hove properly attached str-t-ol sheathing and button Gh d ihalIhaeaproperlyattachedrigldceiling, Locations shown far permanene lateral restraint of "off DRWG GBLLETIN1014
Fl shall have bracing installed per BCSI sections B3, B7 or BID, as -tees e. Apply plates to each f ` " ^ A Illy\\V\JI Re eras and position as shown above and on the Joint Details, unless noted otnerv,is e, S t /1
Refer to drawings 160A-Z for standard plate pcsitlons. • ,l
Alpine, a division of ITW Builo'ing Components Group Inc. shall not be responsible for any deviation fi, • • (. AN ITW COMPANY this Grawin g, any failure to build the truss In conformance with ANSI/TPI I. or for handling, shipping, •• f C
stauation a bracing ar trusses. D,C •,
t`+pt MAX. T T. LE. 60 PSE
A seal on this drawing ar cover page listing this drowing, Indicates accept once of professionol ••••••••• V 13723 Riverport Drive engineering his solely for the design shown. The suitability and use of this drawing ([[[J((' (•\'\` DUR. EACH ANY
Suite 200 for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec, 2. Ny' 0 w' Pis(W {1
Maryland Heights, MO 63043 For „ re information see this job's general notes page and these web sites. r p+/Nfl t AX. SPACING 24.0" ALPINE w wolpinaltw.con; TPf.ewww.tpinst.org; SBCA. w w.sbcindustry.org; ICC w sa fe.org
10/1%/2017
lj
r
RECORD COPY
TRUSSWOOD
Roof & Floor Trusses
3620 Bobbi Lone
P.O. Box 5366
Titusville, FL
32783-5366
Office:(321) 383-0366
Fox:(321) 383-0362
Emoil:Generol®trusswood.net
CUSTOMER: TIMBERLAND
JOB NAME: BRIERWOOD REPAIR
DATE: 10/11/17
JOB NO.: 25457
BUILDERS WARNING*
THIS LAYOUT IS FOR PLACEMENT OF
ENGINEERED COMPONENTS.
FOR ERECTION AND INSTALLATION
TEMPORARY AND PERMANENT)
FOLLOW INSTRUCTIONS ON BCSI-B1
SUMMARY SHEETS AND FINAL
ENGINEERING SHEETS FOR EACH TRUSS.
SEE FINAL ENGINEERING SHEETS
FOR NUMBER OF GIRDER PLIES,
CONNECTIONS, WEB CONFIGURATIONS,
BRACING, TRUSS SPACING AND REACTIONS.
ALTERATIONS AND/OR REPAIRS TO
TRUSSES MUST BE APPROVED IN
ADVANCE BY OUR ENGINEERING
DEPARTMENT.
BACKCHARGES WILL NOT BE ACCEPTED
UNLESS OUR ENGINEERING DEPARTMENT
APPROVES THEM IN ADVANCE.
ALL PLANS ARE NOT TO SCALE. DO NOT
SCALE ANY PLANS, IF DIMENSIONS ARE
MISSING OR ARE UNCLEAR, PLEASE
CALL THE OFFICE TO GET THE
DIMENSION.
LOADING: 20+7+10=37PSF
WIND SPEED: 14OMPH ENC "C"
SPACING: 24"
DRAWN BY: MIKE WHITEMAN
PITCH: 4/12
OVERHANG: 2'
CANT.: ---
FLOOR DEPTH: ---------
BEARING SIZE (s) : 8"
SOUARE FT.: 567
WALL HEIGHT Cs) : 8'
USANFORD
17- 3 133
23'S"8
t
r '
RECORD COPY
F n City of Sanford
Building and Fire Prevention
Product Approval Specificat
Permit ## 1 7- 3 1 3 3
Project Location Address I I I
SANFORD
4FRTo6
L 73 M
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and re4uirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging
Sliding
Sectional
Roll U
Automatic
Other
2. Windows
Single Hun
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014 1
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles SCo t' S i yk-
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
Please Print)
June 2014
BCIS Home ` Log In ( User Registration ! Hot Topic Submit Surcharge ! Stats & Facts i Publications ( FBC Staff BCIS Site Map E Links I Search 1
Flofida
r3 , Product Approval
IUSER: Public User
Product ADDroval Menu > Product or ADDIIcation Search > Application List > Application Detail
DU FL # FL5678 R3
Application Type Affirmation
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Clopay Building Products Company
8585 Duke Blvd.
Mason, OH 45040
513) 770-6062
mwesterfteld@clopay.com
Scott Hamilton
shamilton@clopay.com
Exterior Doors
Sectional Exterior Door Assemblies
Certification Mark or Listing
Intertek Testing Services NA, Inc.
Gary Pfuehler
1 Validation Checklist - Hardcopy Received
Standard
ANSI/DASMA 108
ASTM E330
Year
2002
2002
iJ I affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity , 'Yes 0No 1''N/A
Product Approval Method Method 1 Option A
Date Submitted 02/26/2015
Report prepared for: Scott Hamilton (Clopay Building Products Co., Inc. (CBPC)) on 3/6/2012 4:59:05 PM ;DIRECT :If ":a ar
LISTING INFORMATION OF Clopay WINDCODE® W4 Commercial Doors
SPEC ID: 27304
Clopay Building Products Co., Inc. (CBPC)
8585 Duke Blvd.
Mason, OH 45040
This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client.
Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party,
other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this report. Only
the Client is authorized to permit copying or distribution of this report and then only in its entirety. Any use of the Intertek name or one
of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The
observations and test results in this report are relevant only to the sample tested. This report by itself does not imply that the material,
product, or service is or has ever been under an Intertek certification program.
Clopay Building Products Co., Inc. (CBPC) 127304 1 Rev: Mar 6 2012 4:26PM I Uncontrolled Copy Page I of 3
Report prepared for: Scott Hamilton (Clopay Building Products Co., Inc. (CBPC)) on 3/6/2012 4:59:05 PM DIRECT r: C',
WIND LOAD RESISTANT DOORS
Clopay WINDCODE ®W4 Commercial Doors
Clopay WINDCODE®W4 Commercial
Sectional Doors
FpactMax.Design Design
ting Width Pressure Pos. Presure Neg.
01 Single Car Double Skin
N/A 9'-0"
Insulated
A 16'-0"
Insulated
02 Double Car Double Skin F—
F-6]+25
28 PSF -29 PSF
25.5 PSF -25.5 PSF
03 Single Car Steel Pan N/A '- PSF -32 PSF
04 Double Car Steel Pan N/A 16-0" 24 PSF -24.5 PSF
05 Sectional Single Car 10'-2" 7N/A—
Double Skin Insulated
06 Sectional Double Car 20'-2"
N/A
Double Skin Insulated
07 Sectional Double Car 24'-2"
N/A
Double Skin Insulated
08 Sectional Single Car 10'-2"
N/A
Double Skin Insulated
F1O'-2- +25 PSF [--28PSF
2-2" +25 PSF -28 PSF
24'-2" +25 PSF [--25 PSF
10'-2" 1+25 PSF -25 PSF
09 Ribbed Steel 12'-2" N/A 12'-2" 25 PSF -25 PSF
10 Ribbed Steel 16'-2" N/A 16'-2" 25 PSF -25 PSF
11 Ribbed Steel 20'-2" N/A 20'-2" 25 PSF -25 PSF
12 Ribbed Steel 24'2" N/A 24'-2" 25 PSF -25 PSF
13 Service Station Door N/A 24'-2" 25 PSF 25 PSF
Attribute
CSI Code
Listed or Inspected
Report Number
Criteria
Value
08 30 00 Specialty Doors and Frames
LISTED
100487442MID-002-R1
ASTM E330 (2002)
Clopay Building Products Co., Inc. (CBPC) 1 27304 1 Rev: Mar 6 2012 4:26PM I Uncontrolled Copy Page 2 of 3
Report prepared for: Scott Hamilton (Clopay Building Products Co., Inc. (CBPC)) on 3/6/2012 4:59:05 PM ems;`; DIRECT ; r,"Oc a cry =
Static Load Test - Design
Pressure
Intertek Services
Listing Section
Test Original Issue Date
See Table
Certification
WIND LOAD RESISTANT DOORS
2012-01-26
Clopay Building Products Co., Inc. (CBPC) 127304 1 Rev: Mar 6 2012 4:26PM I Uncontrolled Copy Page 3 of 3
r
OPTIONAL DS8 GLASS OR 1/8- ACRYLIC MITES AVAILABLE
SEE SECTION 8-0). OPTIONAL ACIMX IS PIASKOUTE
op,nx OR LUCRE CP. AN APPROVED CC2 PLASTIC IN
COMPLIANCE WON IBC/FBC 2608.
I24GAYIN. STEEL
CALV. SKIN WITH BAKED -ON PRIMER. j
20 GA MIN. END SOLES ATTACHED TO DOOR
SKIN WADI PATENTED TOG-I-.0C SYSTEM
TOP. oon Ow k CENTER).
3• TALL U-BAR
20 GA GALV. STEEL
2. Reut MIN. YIELD STRENGTH: 50 KSI
J• E-' 9 1 02/2012 PDATED WINDCOOE CHART
HOFU20NTAL TRACK SUPPORT BYT8'
I DODRNE."
DOOR INSTALLER (TO SUIT) ji
e G LINv. BLED. to 76
13 Cv G1Lv. STEEL FLAC BRACKET.
1-5 0 FICM FASIQIED TO W000 JAMB WITH
I DENSITY POLYSTYRENE FONT INSULATION 3) 5/16 K1-5/8 LAG SCREWS.
1-5/16' THICK WITH VINYL FLMRCELL SM w.IGeN18 -
BACKER (INSULATED MODELS ONLY). XEADROOUBLEHI-LJFTTRACKTRACKCONFIGURATIOTRICK.
1 INTERMEDIATE STILE
Dp ACMD W/ TOGADIIESNE
10 -D 112 30.
G GnV. slm MAX
FOLLOW -THE -ROOF TRACK,
AND VERTICAL UFT TRACK
ARE AVMIADIEU2ERUNE (AIONGSCENTER) FASItDID Filo DOOR
STLO,WOµ) le4dA- HEIGHT 1•
AABUETRACK1HN7OKESS: O80' 7RAGK AL50 AVA0.ABlE.
LOCK TPOSIIIOK END SLIDE BOLT
BOTH SOES)
1/11]/4. 50T = IX0suaWLi7RAG(C
YYP. 2-f/2 12 GA GALV. STEEL TRICK BRACKET.
STRE LOCK ENGAGES
TWO POINT LOCKING
TRACK. ONE 12 -0 138 CTYP
BPYIdtE15 PE0. sulE 11P To d' Inpl).
5 1RICN BRACKETS PER 510E UP 10 10' NIGH .
B TRACK BRACKETS PER SIDE UP lO 12' HIGH .
ONE 3• TALL L 20 GA LOCK ON TD' Bp - J TRACK BRACKET$ PER 9pE UP TO 14' HIGH .
50 KSI MIN. U-BAR EACH SIDE
PER DOOR SECTION. OF DOOR.
PER SELIDII. FACN 1HflVt NMGIFD _- x
WTH14 4Iylyj 14 -0 180 '•
a TRICK( BRACKER PER SIDE UP 10 15' THIGH .
9 7RAC1( BRACKEETS PER SIDE UP 7D f 8' XNk1 .
IxemELOCK BOLT TYP
ANCE BETIYEQ/ FVG AND 7PACK
NOT M EXCEED 3D' o.0
1a G 9rw. BRn IIOD9Y MIAnTLT. - $
ARAfNED wM 1W0 /tw6/!' 18-0 184
4KET MITK BgIM. 3.
LLDDF TTR(ggNNNK pF
OPTIONAL YEN15 OUTSIDE NEYFD LOCK POSITION 3 1.' 4Ef\f NGOa4 d f4' f TAP (lalX C-90 MOd dPsNxmNCAEIE) a1 1/4',If iMroN xJRWs d 21'
1 .
LHR TOP BRACI(Ef
Ifl—OPTIONIIMAX. DOOR WIDTTI 9'0' CdIFA3 (]00a P9 Yel m1IOw1E). MMfA4 xm10E0 YYIIH lLTFE
NKAe11Y1 i' a& xt9E1M I@ARfD KRN rN(:916 gNL11o1M Mur TPOAAC MOPoZOMKoounExaAW01urnorAEaIAT ro LWIMOE A DMsn EDIn1ea
114x5/8• SHEET METAL SCREWS'
X°01RAL 4 B m 11MMBFR 1m
N1AWer u1MImN
1/2-d LA9 ef1LLe ON 21 maD6. 1-1/11F OD. 1MaLT1 !
WM wEA1N0Ri1eP.
IMa11REa. LAC SCMS (LAY Y CpNIE1a1M( DN I1aT SECTION A -A (SIDE NEWT
IILnsWn) ro xe>AVE A T11ID1 LLLMNIB M11FNZ LDW HEADROOM OPRON
IIGNTa1RK .MLI64 m Nor laEIS:W 1Lb.
NOTE 1
1//'L3/4' SEIf
0
DOORS UP 70 'Y-0' HIGH CONSIST OF ))4) SEC710N5 1y((jNO0
IO
SHOWN) a 1eDEC
THIN SCREWS. DOORS 9'4• 15D o,• WCHrsr * HIGH CONSIST oF((s 55EGnoNs((5((() )'
11 GA END HINGES 1R -L IETF-C N J: DOORS 109 - 123' HIGH CONSIST OF /SECII(NNS SHOWN).
NEW g NEW •C• DOORS 12'6' - 14'0' HIGH CONSIST OF 8 SECTIONS NOT SHOWN3. 1I E®E JJJDOORSiOF8'0' HIGH CONSIST OF 10) 9 SE NOT NOT) SHOWN . uR IILLWq
p/ 10 rura Au 1aq
STOP MOULDING BY DOOR INSTALLER (TO SUIT) HOLE 1. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
20 GA MIN. GALV. STEEL END SIRE SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF
2e8 YELLOW PINE AAMB RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE
WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON
M Cn12nr1 L11ALM elawx d T1e4 DAAAn2 NTETB TKL
wo Una 1e2LelooOs K iK RaLOA
MODaxmawlowl11Ixae19c9LEMrtGOES1f]E M
IU Tan MLDBded Cmles
111a a9ae I[In d OL4m NK MunwErKP1xEFD{ tBim Ilnd Necaxoec ro M nam.
eNCLq COeE d M eRFWMRWML IXYK (eA9FD d
A!m-1a) PoR M N9UAM3 CdWID1G ,) De.Y9ekD
MA T) fqd w6 Y T .) pII x 'A Da 2a16 Jl
p 91QF. Nx 1lSIK AVgMEAY LTA( o0fll MxfLL9bblll YO' 6fACYdlA016 M' w Owim
srpW1E vPmex19 la m Lu lu w
urzmN
LLe LLe L[ LC e
IE,w Lev 1naNr v Ie• is u 2b
20 GA GALV. STEEL INTER. STILE THIS DRAWING.
dE MPA Ladd
SIeL
12 GA GALV. STEEL TRICK /'
FAfir MOE d ooa0.
BRACKETS FASTENED TO WOOD JAMB-
W11H ONE 5/16'x1ER IICO °N 1gAp wraes xTRAGIC
14 GA. GALV. STEEL CENTER HINGE DLL
FASTENE QQ TO INTER. SRLES W/(4) Oldl pof 0pppL,
2' GALV. STEEL TRACK FASTENED TO 14 GA GN.V. STEEL ROU.Ep XI
I14L5/8 SHEET METAL SCR Emx xNla1
NOES MARK WESIiRSEID, P.E.
12 GA GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/(4) `_ FLORIDA P.E 118493, NC P.E /23 32, TEXAS P.E. f9131
TRACK ATTACHED TO EACH BRACKET f 4L3[[8' SH Ef MEGL SCREWS N1D DESIGN IMDS: +25.D P.SF. 8: -32I P.Ti F.
WITH ONE 1/4'L5/8' BOLT R NUT 4) 1/4'L3/4 SELF TAPPING SCREWS PER END HINGE. TEST LOADS: +37.5 P.S.F. t -4&0 P.S.F.
OR TWO 1/4' DIA RIVETS. .Por. r_ wu_o N.1 vxaaa aT1Ne m
P.S.F.
2. 10 BALL SHORT STEM STEEL ROLLER WITH
PRFPAMTION OF AMRS BY OTHERS STEEL OR NYLON TIRE AUR fFIGIIRADQN
SFMININ f_(`
FLORMA PRODUCT APPROVAL 5678
yam
BCIS Home i Log In User Registration i Hot Topics Submit Surcharge Stats & Facts i Publications I FBC Staff BCIS Site Map 1 Links E Search
O a Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
e a _ FL # FL10674-1112
Application Type Revision
Code Version 2014
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived U I
Product Manufacturer Owens Corning
Address/Phone/Email One Owens Corning Parkway
Toledo, OH 43659
740)404-7829
greg.keeler@owenscorning.com
Authorized Signature Greg Keeler
greg.keeler@owenscorning.com
Technical Representative Mel Sancrant
Address/Phone/Email 1 Owens Corning PKWY
Toledo, OH 43659
419) 376-8360
me].sancrant@owenscornig.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert J.M. Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 05/16/2020
Validated By John W. Knezevich, PE
Z Validation Checklist - Hardcopy Received
Certificate of Independence FL10674 R12 COI 2016 01 COI Nieminen.odf
Referenced Standard and Year (of Standard) Standard
ASTM D3161
ASTM D3462
ASTM D7158
Equivalence of Product Standards
Certified By
Sections from the Code
Year
2009
2009
2008
J TRINITY
EVALUATION REPORT
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
ERD OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Owens Corning
One Owens Corning Parkway
Toledo, OH 43659
Evaluation Report 037940.02.12-R7
FL10674-1112
Date of Issuance: 02/06/2012
Revision 7: 04/18/2016
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 51h Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as 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. if the
product changes or the referenced Quality Assurance documentation changes. TrinityJERD 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 "TrinityI ERD 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 8.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 04/18/2016. This does not serve as an electronically signed
document. signed, sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD 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. Trinity) ERD 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.
5. This is a building code evaluation. Neither Trinity) ERD 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.
TRINITY I ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated
compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume
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 Pro a Standard Year
1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2009
1S07.2.7.1, R90S.2.6.1 Wind Resistance ASTM D7158 2008
3. REFERENCES:
Enti Examination Reference Date
UL LLC (CER9626) Physicals & Wind Resistance File R2453, Vol. 3 02/15/2007
UL LLC (CER9626) Physicals & Wind Resistance 20120516-112453 05/16/2012
UL LLC (TST9628) Physical Properties 06CA20263 04/18/2006
UL LLC (TST9628) Wind Resistance 11CA34308 02/18/2012
UL LLC (TST9628) Physicals & Wind Resistance 4786093137 02/01/2014
UL LLC (TST9628) Wind Resistance 4786126532 02/10/2014
UL LLC (TST9628) Physical Properties Classification letter 02/13/2014
UL LLC (TST9628) Physical Properties Classification letter 10/02/2015
Miami -Dade (CER1592) FBC HVHZ Compliance Various NOAs Various
UL LLC (QUA9625) Quality Control Service Confirmation, R2453 Exp. 08/20/2017
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic and Supreme are fiberglass reinforced, 3-tab asphalt roof shingles.
4.1.2 Berkshire are fiberglass reinforced, 4-tab asphalt roof shingles.
4.1.3 Devonshire' are fiberglass reinforced, 5-tab asphalt roof shingles.
4.1.4 Duration, TruDefinitioe Duration, Duration Premium Cool, TruDefinitioe Duration Designer Color
Collection, TruDefinitioe Oakridge , Oakridge and WeatherGuard HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard* HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Shingles and DuraRidge'" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles.
4.3 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD 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 the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory
for fire ratings of this product.
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-R7
Certificate of Authorization #9503 FL10674-R12
Revision 7: 04/18/2016
Page 2 of 8
TRINITY ERD
5.4 Wind Classification:
5.4.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and
R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for
use in all wind zones up to Vasd = 150 mph (Vun = 194 mph). Refer to Section 6 for installation requirements
to meet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are Classified
in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are
acceptable for use in all wind zones up to Vasd = 150 mph (V k = 194 mph). Refer to Section 6 for installation
requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less.
Calculations by a qualified design professional are required for conditions outside these limitations. Contact
the shingle manufacturer for data specific to each shingle.
5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building
Code and F.A.C. Rule 61G20-3.
6. INSTALLATION:
6.1 Underlavment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3.
6.2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using
minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following
exceptions:
Berkshire shingles require minimum five (5) nails per shingle.
WeatherGuarde HP shingles require minimum six (6) nails per shingle.
Devonshire' shingles require minimum six (6) nails per shingle.
Starter Strip Shingle and Starter Strip Plus require minimum five (5) nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures below for details.
6.2.5 Minimum Nailing — Starter Strip Shingle and Starter Strip Plus:
Felt undedayment i r — Deck
L, Self -adhered
i WeatherLocke
J underlayment
Drip_
edge
Drip edge
Nails located
2"-3" from eave
Install fast Self-sealing adhesive
Starter Str ip positioned along eave
shingle with
6" removed
Starter Strip shingle overhangs eaves and rakes
Exterior Research and Design, U.C.
Cert(ficate of Authorization #9503
Fek underbymem Deck Self -adhered
Weatherl.aek8
Lunderlaymem
1.
wedge
Drip —
edge l/1
Nab located
2'-3" trom eave
Instal rest Starter Strip Pon
Self-sealingadhesive
pond g
with 8" removed
Starter Strip Plus overhangs eaves and rakes 1/4`-3/4"
Evaluation Report 037940.02.12-R7
FL10674-R12
Revision 7: 04/18/2016
Page 3 of 8
6.2.6 Minimum Nailing— Classic® & Supreme:
Normal Mansard or Area pars
Wind Areas Nigh Wind d•svenes y
Area pare vientos normsies Areas vientos fuertes
r IAI t r z• IB z r
5"Exposure
Erposicidn
6.2.7 Minimum Nailing— Berkshire®:
Standard Fastening Pattern
r)O
f TRINITYIERD
Normal Mansard or Area pare
Wind Areas Nigh Wind deavanes y
Area pars vientos normates Areas vientos fuertes
r IAI r t• z• IBI z• 1-
tz t
5 516" Exposure
Exposici6n
sealant strip
La Lira de sebdor
8 th" 8 W. 8 Vi" 8 lie"
t.
a
Mansard or Steep Slope Fastening Pattern
6-Nail Fastening Pattern
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-R7
Certificate of Authorization #9503 FL10674-R12
Revision 7: 04/18/2016
Page 4 of 8
6.2.8 Minimum Nailing— Devonshire":
7"
I `err
N
arms
W8' exposure Sealant location
Exposici6n do 5 -5/8 pu% Ubicaci6n del sellador
Standard 6-Nail Fastening Pattern
TRINITY ERD
Nails
Ten I" Spots of Asphalt Roof Cement
Mansard or Steep Slope Fastening Pattern
6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium Cool & TruDefinition Duration
Designer Color Collection:
4-Hall Fastening Pattem
width
wa 0. TYPE
l" ir I r
6-141 F1 F1 F]
Standard Fastening Pattern
S-Nall Fastening Pattem
area
N-th Typical
12'
F] F
6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
Typko
tz- Ir
Fr -7
Fear I" &Pau of ftptwft Ftoo" Cx
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-117
Certificate of Authorization #9503 FU0674-1112
Revision 7: 04/18/2016
Page 5 of 8
TRINITY ERD
6.2.1 Minimum Nailing —TruDefinition Oakridge®, Oakridge®:
4 Nail Pattem
Esquema con 4 claws
r r
1r
5 5/B Expowre Nail 5 5/8" Expoare
Ecposkrdnde55/8pudg Claw Exposrckinde5518pd%
Standard Fastening Pattern
6 Nail Pattem
Esquema con 6 clavos
r r
12•
I
56/9" Expown dar os 6 5/8" Exposure
FAposiddn de 5 5/8 ping Exposicidn de 590 pulg.
6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
SunNNNI®loslonlno ma w1Nn
lypk•1
r• 12- 12•
I'J FI.,
t•
a1,s• s.sro• T4,
roar v spob o/ ftpmn Roonno cu t
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing — WeatherGuard® HP:
a* VIM
Imo'-- • _`. • 1Vlleb EaEard
s;. :!• i d 7 r s Leo
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-117
Cern/lmte ofAuthorization 89503 F1.30674-1112 Revision
7: 04/18/2016 Page
6 of 8
l TRINITY I ERD
6.3 Hip & Ridge Shingles:
6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuarde HP Hip and Ridge Shingles and
ProEdge Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using four
4) nails per shingle. Installation of DuraRidgeTm Hip & Ridge Shingles shall comply with the manufacturer's
current published instructions, using two (2) nails per shingle. Refer to Owens Corning published
information on wind resistance and installation limitations, including the use of hand -sealing for wind
warranties.
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing — Berkshire® Hip & Ridge and High Ridge:
Fig. t 4
4 PmraiPogYland
Daemon 11P
4
I 1
P
I 1
I 1
P
I I
I 1
4 I 1
I I
I I
I I
I 1
E>gowe
Fig. 2
TopVtew 9doMm
Nsa[
r T
oLowdiriated 4-
Piece 1'
I
1I
I
Ir
ai
1
1I1I
1
It—
tr 6.
3.4 Minimum Nailing — WeatherGuard® HP Hip and Ridge: Exterior
Research and Design, LLC. Certificate
of Authorization #9503 Fig.
C Hip & Ridge Shingle Fastening TopVNW
Naha
Nails T'
7•
z^ 1
rl s'
alpoaale Evaluation
Report 037940.02.12-R7 FL10674-
1112 Revision
7: 04/18/2016 Page
7 of 8
6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles:
Prevailing
Wind Direction
Sealant Strip
A-" 6- Ewsure
Fasten 7 /,
CoverEaposed
Fastens, with
Roof Cement
Standard
11, Fastening
Pattern
12-
I
Sealant
7 i=* 6" Exposure
1
1_ 12. - 1
i
6.3.6 Minimum Nailing — DuraRidgel Hip & Ridge Shingles:
Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
ore wlket vVind Oiracda+ Dirrntion da+urtapte d.tnt
Dir°nion del vines predanin5nto
I I
I I 1 1
I^
Top View
V°e ,n plm
vita uipenor 1-1
Cb
u
j, ewers coning .^,.sonar +•
I
I
le
el a
Io fi
aleVlu
I
le-•—
I
12---a1
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1 / R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC— QUA9625 ; (414) 248-6409; karen.buchmann@ul.com
END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C.
Certificate afAuthorturtion #9503
Evaluation Report 037940.02.12-R7
FL30674-R32
Revision 7: 04/18/2016
Page 8 of 8
REQUIRED INSPECTION SEQUENCE
1Rp4 i -1 _ e c 22 Address:
BUILIDING PERMIT
Min Max Inspection Description
Footer / Setback
StemwallFoundation /
Form Board Survey Slab /
Mono Slab Pre our p
Lintel / Tie Beam / Fill / Down Cell 7-
0 Sheathing — Walls 2-
0 Sheathing — Roof 30
Roof Dry In Frame
Insulation
Rough In Firewall
Screw Pattern Drywall /
Sheetrock Lath
Inspection Final
Solar Final
Firewall Final
Roof Final
Stucco / Siding Insulation
Final Final
Utility Building Final
Door Final
Window Final
Screen Room Final
Pool Screen Enclosure Final
Single Family Residence Final
Building (Other) Min
Max Ins action Descry tion Electric
Underground Footer /
Slab Steel Bond Electric
Rough T.
U.G. Pre -
Power Final Electric
Final i«:
w... ... Yi
y
R y 5d1a W
Min
Max Inspection Descri tion Plumbing
Underground Plumbing
Sewer Plumbing
Tub Set Plumbing
Final 1MEECHANICAL
aPEptMIT" Min
Max Rnsection Descri tion Mechanical Rough
Mechanical Final
Min 1Max
Gas Unde
Gas Roug
Gas Final
REVISED: June
2014
r
1-7 — 3/3-:1ITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
20V l Application No: I J 3
BY' .- ' ocumented Construction Value: $ 130C
Job Address: ,c r tdoo C/ De Historic District: Yes No R
Parcel ID: / Residential Clommercia Type.
of Work: New Addition Alteration Repair LJ Demo Change of Use Move Description
of Work: 4107 Grit r.d "i t'%`r 0IOc>n&1-- iar Ggec re
e a Ve 9,4 r .4 I I V/r C Q' CriyY1Ci4. 5 S Plan
Review Contact Person: `Te- r- I—U Title: Phone:
Li 0-7 --_7 2A Sy q b Fax: Email: k )r\ I j-pn t-e ( j2 r t S )JAk rJ, (C &q Property
Owner Information Name
Phone: Street: / /
f c w c Resident of property? City,
State Zip: Contractor
Information Name
G re -eyi / e c e (e 4' pr. 'C L L C Phone: e 7 41l 7 ? (6 Street: (23
4 y City, State
Zip: C)bV e r Name: Street:
City,
St,
Zip: Bonding Company:
Address: Fax:
State
License
No.: C / 34Q 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. I 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: 5" Edition (2014) Florida Building Code Revised: June
30, 2015 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 of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
2 2a 2017
Signature of ntractor/Agent Date
Print Cgntractor/Agent's We
OV
µY'" I i LISA ANTONINI
Notary Public - State of Florida
s• •,c My Comm. Expires May 21, 2018
Commission # FF 125242
ConAVfflF7Fge'tff i`s1
d `
Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical K[ Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
of Heads
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: sF"
Revised: June 30, 2015 Permit Application
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: IZ' 1,9"_ o2e),/7
I hereby name and appoint:
an agent of Greer -flee- r 1 e cJ .c 1` c. , U L
Name of company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific ermit and application for.work located at:
Street Address)
Expiration Date for This Limited Power of Attorney:
ff .
License Holder Name:` l
State License Number: EC 1 3v o Sr
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF IZ e—
The foregoing instrument was acknowledged before me this I I day of-c-^"'
2001-- , by "v"- 'Aovy0x- 6CeA',L c- who is personally known
to me or3j dvho has produced L_ I 7l ' as
identification and who did (did not) takeAn g6th. Signs
turf Notary
Seal r'
P •.,, KATTANA LVNN CUEVAS Print or type name NotaryPublic-
StateofFlorida Commission #
GG 069804 My
Comm. Expires Feb5,2021 FoFF
Bonded thioughNationatN.taryAssn. Rev.
08.12) Notary
Public -State of P c tL i j rr Commission
No. G a d l9- 9 V o V My
Commission Expires: ('e.b5- 74-I J
12/20/2017 12 ; 24 0CPS Edgewater High School
RECORD COPY (
FAX)407 245 2758 P.001/001
G.W. Electric
12344 Walden Road
Dover, FL 33527
December 20, 2017
To: Timberland Builders, Inc.
Re: 111 Brier Road
Sanford, FL
Scope of Work:
Pull electrical lines back into new garage truss system
Reset overhead door outlet
Reset all GFI outlets and light fixtures
Total: $1,300
f
Bryon Greenlee
Accepted for Timberland Builder, Inc. sor-ORD
1713133
12/20/2017 12:24 0CPS Edgewater High School SITE COPY (FAX)407 245 2758 P. 001/001
G.W. Electric
12344 Walden Road
Dover, FL 33527
December 20, 2017
To: Timberland Builders, Inc.
Re: 111 Brier Road
Sanford, FL
Scope of Work:
Pull electrical lines back into new garage truss system
Reset overhead door outlet
Reset all GFI outlets and light fixtures _ AW E o-(
Total: $1,300
f
Bryon Greenlee
Accepted for Timberland Builder, Inc.
17-3133
RECORD COPY
S41
Y OF
SJ NFORD Building & Fire Prevention Division
RESIDENTIAL RE -ROOF AFFIDAVIT
t DFPAiiTA;1FNT
RESIDENTIAL RE -ROOF INSPECTION AFFIDAVIT
NAILING, SHEATHING, DRY -IN, FLASHING, AND ALL FINAL ROOF COVERINGS
PERMIT#: % -3133 ADDRESS: i < < ?) r (_Oooh Dt I
1 F, E /- , AS A(N) GENERAL, BUILDING, RESIDENTIAL, OR ROOFING
CONTRA TO , ENGINEER, ARCHITECT, OF F.S. CHAPTER 468 BUILDING INSPECTOR, I HEREBY AFFIRM, THAT ALL OF THE FOREGOING
INFORMA ON IS TRUE AND ACCURATE AND THAT ALL ROOFING COMPONENTS LISTED ON THE SCOPE OF WORK AT THE ABOVE
REFERENCED ADDRESS HAVE BEEN INSTALLED IN ACCORDANCE WffH THE[R PRODUCT APPROVALS AND ALL APPLICABLE CODE REQUIREMENTS —
SPECIFICALLY FLORIDA BUILDING CODE, EXISTING BUILDING. IN ADDITION I CERTIFY THE INSTALLATION MEETS ALL REQUIREMENTS
FOR SECONDARY WATER BARRIER AND NAILING OF THE ROOF DECK, IN ACCORDANCE WITH THE HURRICANE RETROFIT MANUAL
REQUIREMENTS BASED O NF.S. CHAPTER 553.844). LICENSE #:
C GCO J I I q9 COMPANY /
CONTRACTOR: rI ' (j(- !r Q CONTRACTOR
SIGNATURE: l 1 I DA1T: MUST
BE SIGNED BY LICENSE FIO ER SwNER/BUILDER) A
FINAL ROOF INSPECTION IS REQUIRED: THIS
SIGNED AND NOTARIZED AFFIDAVIT MUST BE PROVIDED AT THE JOB SITE AT THE TIME OF THE FINAL. ROOF INSPECTION, ALONG
WITH DIGITAL PHOTOGRAPHS OF EACH PLANE OF THE ROOF SHOWING IN DETAIL ALL COMPONENTS (DECKING, UNDERLAYMENT,
FLASHING, DRH` EDGE ATTACHMENT) WITH THE PERMIT NUMBER OR ADDRESS CLEARLY MARKED ON THE DECK FOR
EACH INSPECTION. THE PHOTOGRAPHS MUST INCLUDE A RULER OR MEASURING DEVICE TO CONFIRM ALL NAIL SPACING AND OVERLAPS,
INCLUDING DRIP EDGE AND VALLEY FLASHING. PLEASE REFER TO THE RE -ROOF POLICY AND INSPECTION PROCEDURE PAPERWORK
FOR FURTHER EXPLANATION OF ALL REQUIREMENTS. FAILURE
TO FOLLOW ALL REQUIREMENTS WILL RESULT IN A FAILED INSPECTION, A RE -INSPECTION FEE AS WELL
AS REQUIRING A DESIGN PROFESSIONAL (ARCHITECT OR ENGINEER) TO CERTIFY, BASED ON PERSONAL INSPECTION,
THE INSTALLATION OF ALL ROOFING COMPONENTS. STATE
OF FLORIDA COUNTY OF o'*V Ul,\ Sworn
to and Subscribed before me this day of ,U 20 17 by: I
c 10 M(JAOX . Who isjKPersonally Known to me or has D Produced (type of identification)
as identification. z6-
i LT"n LN-0_314 -A%-L-' Signature
of Notary Public State
of Florida Print/
Type/Stamp Name of
Notary Public SHAWN
BERG®UIST Commission
8 FF 242406 3;.
MyCommisslonExPires06.21.2019 SEAL)
y? Bonded Through Notional
Notary Assoc.