HomeMy WebLinkAbout413 W 1 StCEIVD CITY OF SANFORD
BUILDIN FIRE PREVENTION
AUG 2 4 2015 PERMIT APPLICATION
BY- It 1 clot`sApplicationNo: (,
Documented Construction Value: $ /1940•
Job Address: 7 J W •
s r
S rar Historic District: Yes No
Parcel ID: "L9' - S/9G- -6307-66L Residential Commercial
Type of Work: New Addition Alteration a Repair Demo Change of Use Move
ODescription of Work:
Plan Review Contact Person: mos # Title:
Phone: Fag: Email:
Property Owner Information
Name hQW I%% Phone: y- 33 - 6 /2 y
Street: ! lov lhsv'g_ E Resident of property? : AA9
City, State Zip: 2D rL 3
Contractor Information
Name Phone: `702 / /
Street: 0 Tff —1w T Fax: YO7 - 322 - ool d
City, State Zip: L State License No.: fC,l oa/ V /?
Architect/Engineer Information
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Phone:
Fag:
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 (
1.
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 applicabl *ws regulating construction and zoning.
Signature of Owner/AgentDate Si6nature of Contractor/Agent Date
Av'a IZ' /7 u a F,
Print Owner/Agent's am Print Contractor/Agent's Name
AbLA IF- I HT
Signature of Notary -State Florida Date SignatureofNotary-State of Florida Date
DAWN EMER _ ""
DAWN EMERY
My COMMISSION # FF072573
MY COMMISSION # FF072 3 EXPIRES: lanuary 26, 2018
EXPIRES: January26, 2018
O gen is Personally Known to Me r, Contractor/Agent is i Person ly Known to Me or
Produced ID Type of ID I Cel) SX , Produced ID 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: Mn. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: AIN 116 UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING: Z • i S
COMMENTS:
Revised: June 30, 2015 Permit Application
M -Md Property Record Card
PROPERTY Parcel: 25 -19 -30 -SAG -0307-0040
APPRA[5ER Owner: YOUNGBLOOD THOMAS A TR FBO
SEM"OLECOIHJTY RORIDA Property Address: 413 W IST ST SANFORD, FL 32771
Parcel: 25 -19 -30 -SAG -0307-0040
Property Address: 413 W 1ST ST
Owner. YOUNGBLOOD THOMAS A TR FBO
Mailing: 1821 MISSOURI AVE
SANFORD, FL 32771-9712
Subdivision Name: SANFORD TOWN OF
Tax District: S3-SANFORD-WATERFRONT REDVDST
Exemptions:
DOR Use Code: 23 -FINANCIAL INSTITUTE
Value Summary
Tax Amount without SOH: $6,081.59
2014 Tax Bill Amount $6,081.59
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
wAMMIT UrrU I I vi acv I -- I _ _-- I .._ _. I
1 Fina UmparaDle Sales Wimn Qlls zwourvmm l
Method Frontage Depth Units Units Prioe I Land Value
SQUARE FEET! 0 _ 01 5803 1 #12.00 #69,636
2015 Working
Values
2014 Certified
Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 181,827 184,582
Depreciated E (FT Value 4,582 4,758
Land value (Market) 139,272 116,060
Land Value Ag
Just/Market Value
325,681 305,400
Portability Adj
Save Our Homes Adj 0 0
Amendment 1 Adj 0 0
Assessed Value 325,681 305,400
Tax Amount without SOH: $6,081.59
2014 Tax Bill Amount $6,081.59
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
wAMMIT UrrU I I vi acv I -- I _ _-- I .._ _. I
1 Fina UmparaDle Sales Wimn Qlls zwourvmm l
Method Frontage Depth Units Units Prioe I Land Value
SQUARE FEET! 0 _ 01 5803 1 #12.00 #69,636
Melissa Shelton
From: HarrisBank [harrisbank@ilrs.360facility.net)
Sent: Monday, July 27, 2015 3:21 PM
To: ServiceCFL
Subject: UPDAT BMO-HARRIS BANK I Harris N.A. (Sanford) - Repair/Maintenance - Normal
BMO-HARRIS BANK Request ID: 154348
Call Center Reference #: 21003266-1
UPDATE: Adjust NTE to quoted amount
Not to Exceed Amount: $499.00 to $9,875.00.
Location: Harris N.A. (Sanford) Harris N.A. (Sanford) 413 W. 1st Street, Sanford, FL
Type I Subtype: Roof I Repair/Maintenance
Statement of Work: Replace roof as per the following scope of work:
1. Cut and remove the existing shingles, underlayment and metal eave flashings down to the
wood deck and dispose of at an off-site location.
2. Inspect the wood deck for any defects or rotten areas and replace as needed.
3. Furnish and install new Garland Viking UDL underlayment starting at the low point of the
roof as per the manufacturer's recommendations.
4. Shop fabricate and install new 24 gauge galvanized metal drip edge secured to the
perimeter edge every 4" with 1 X" roofing nails.
5. Furnish and install new Certainteed Landmark 30 year architectural shingles, color to be
selected by the owner.
6. Provide owner with a 5 year watertight warranty from Advanced Roofing, Inc.
7. Gutters to remain and be clean upon completion of the project.
Priority: Normal
Assigned To: Advanced Roofing
SLA Respond By: Jul 29 2015 3:20PM EDT
SLA Complete By: Aug 26 2015 3:20PM EDT
Requested By: Tedd Doucette, Jones Lang LaSalle - 813-506-6313 Cost Center: 9999
Not To Exceed: $9875.00
URL: https://ovwo.360facility.net/harrisbank/LB Request Update.asp?RequestID=154348
1
THIS INSTRUM PREPARED$ `I
Name ( JJ
Address:
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number:
MARYANNE MORSE: SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
BK 8512 Ps 800 QPqs)
CLERK'S v 2C115C192u3
RECORDED 1:18!21!201 5 11,41-39 AM
RECORDING FEES $1.0.00
RECORDED BY hdevore
Parcel ID Number:
o
u"U "W-7 v
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
OF F!ROPERTY: (Legal description of the property and street address if available)
ST_- ST9e j
GENERAL DESCRIPT QN OF
OWNER INFORMATIO N: /
Name: - / /tven/Its
Address: 1 WisNN
Fee Simple Title Holder (if other than owner) Name:
Address:
CONTRACTOR-
Name: -
Address:
ONTRACTOR:
Name:
Address 2a0 Max l' S`f7 K L'L r2 T. S/hrl!
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
Address:
In addition to himself, Owner Designates
of
To receive a copy of the Lienor's Notice as Provided in
Section 713.130)(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 AWATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT..
Under penalties of perjury, I declare that I have re and that the facts stated in it are true
to the y knowledge heli .
regoing
Owners Signature Owners Printed Name
Florida Statute 713.13(1 xg): ' The owner si the notice of commencement and no one else may be permitted to sign in his or her stead."
State of a-, --County of
I
The foregoinginstrumentwas acknowledged before me this _ day of 20 !
by pl f'A j A (%u (/1 QO Who Ispersonallyknown to me
Name of person eking
sy
t,,-_,,-_',m,enu ' `„ti / ,•
OR who has produced Identification i ty of Identification produced: D't/ (i(
ria
OE"Nu
DAWN EMERY
MY COMMISSION 0 FF072573
ERPIRES:January 26,2018
AUG 2 12015
dRYANNEMORSE
CLERI OF THE 71 1 _URTAND
COMI
SEMI " E I IT f, LORIM
Ry nrM rr•• I
I
RECORD COPY
TTRINITYJERD
EVALUATION REPORT
CertainTeed Corporation
18 Moores Road
Malvern, PA 19355
EXTERIOR RESEARCH St DESIGN, LLC.
Certificate of Authorization 119503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report 3532.09.05-119
FL5444-R8
Date of Issuance: 09/22/2005
Revision 9: 03/06/2015
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 5th Edition (2014) Florida Building Code sections noted herein.
DESCRIPTION:,CertainTeed Asphalt Roofing Shingles.
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein
and FBC 1507.2.7.1.
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. Trinity) ERD 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 "TrinitylERD 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 9.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
REVIEWED FOR CODE COMPLIANCE
PLA S EXAMINER
I5
DATE
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 03/06/2015. This does not serve as an electronically signed
document. Signed, sealed hardcoples 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 I 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 I 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.
BUIU)1ti SANFORD BUILDING DIVISION
SANFORDA PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND tJOT AS
Fo AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
RTME ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
1 5 - 2 6 8 4 RCONSTRUCTION OR VIOLATIONS OF THIS CODE
o
V TRINITY I ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, 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 Property 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, Class F 2009
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2008
3. REFERENCES:
9n0y Examination Reference Date
UL (TST 1740) ASTM D3161 94NK9632 05/15/1998
UL (TST 1740) ASTM D3161 99NK26506 11/23/1999
UL (TST 1740) ASTM D3161 03CA12702 05/27/2003
UL (TST 1740) ASTM D3161 03CA12702 06/16/2003
UL (TST 1740) ASTM D3161 03NK29847 10/03/2003
UL(TST 1740) ASTM D3161 04CA11329 05/24/2004
UL (TST 1740) ASTM D3161 04CA32986 12/03/2004
UL (TST 1740) ASTM D3161 05NK07049 04/15/2005
UL (TST 1740) ASTM D3161 05NK16778 05/12/2005
UL (TST 1740) ASTM D3161 05CA16778 05/12/2005
UL (TST 1740) ASTM D3161 05NK14836 05/22/2005
UL(TST 1740) ASTM D3161 05NK22800 06/22/2005
UL (TST 1740) ASTM D3462 R684 09/21/2005
UL (TST 1740) ASTM D7158 05NK08037 06/28/2006
UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009
UL (TST 1740) ASTM D3462 10CA41303 10/07/2010
UL(TST 1740) ASTM D3161 10CA41303 10/08/2010
UL (TST 1740) ASTM D7158 10CA41303 10/27/2010
UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013
UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014
UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014
UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017
4. PRODUCT DESCRIPTION:
4.1 CT20'", XT'' 25, XTF' 30 and XT'"" 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles.
4.2 Carriage House Shangle®, Centennial Slate'", Grand Manor Shangle®, Landmark'", Landmark'"' IR, Landmark'"' Pro,
Landmark'" Premium, Landmark"" TL, Landmark'"" Solaris and Landmark'"' Solaris IR are fiberglass reinforced,
laminated asphalt roof shingles.
4.3 Presidential Shake'"', Presidential Shake'"" IR and Presidential Shake TL'" are fiberglass reinforced, architectural
asphalt roof shingles.
4.4 HatteraSTM, Highland Slate— and Highland Slate'"" IR are fiberglass reinforced, 4 -tab asphalt roof shingles.
4.5 Patriot'"" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance
through an intermittent shadow line with contrasting blend drops for color definition.
4.6 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'', Shadow RidgeTM, Cedar Crest'"" and Cedar CreStTM IR
are fiberglass reinforced accessory shingles for hip and ridge installation.
4.7 Any of the above listed shingles may be produced in AR (algae resistant) versions.
Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9
Certificate of Authorization #9503 FL5444-R8
Revision 9: 03/06/2015
Page 2 of 9
5. LIMITATIONS:
6.
TRINITYJERD
5.1 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.
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.
5.4 Wind Classification:
5.4.1 All 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 us in all wind zones up to Vasd = 150
mph (V„it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge and Cedar Crest hip & ridge shingles
have been evaluated in accordance with ASTM D3161, Class F when BASF Sonolastic NP 1 adhesive or Henkel PL®
Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, indicating the
shingles are acceptable for us in all wind zones up to Vasa =150 mph (V„it =194 mph).
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.
5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt
roofing shingles listed in Section 4.1 through 4.5 exceeds the calculated uplift force (FT) at a maximum design wind
speed of Vasd = 150 mph (V„ it = 194 mph) for residential buildings located in Exposure D conditions with no
topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet.
The shingles are permissible under Code for installation in these conditions using the installation procedures detailed
in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening
requirements established within any local jurisdiction, which shall take precedence.
5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and
F.A.C. Rule 61G20-3.
INSTALLATION:
6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's
minimum requirements.
6.1.1 Underlayment shall be acceptable to CertainTeed Corporation 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 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum
four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein.
6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or
R905.2.5. Staples are not permitted.
6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions.
6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the
limitations set forth in FBC Section 1510 and CertainTeed published installation instructions.
Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-119
Certificate ofAuthorization #9503 FL5444-R8
Revision 9: 03/06/2015
Page 3 of 9
6.3.1
6.3.1.1
6.3.2
CT20TM', XTTM' 25, XT'"° 30, XT'"' 301R:
LOW AND STANDARD SLOPE
ENGLISH 12" 12" 12"
305 mm)(305 mm) (305 mm)
t"r1r25 mm) Selant 1"(25mm)
5 5/a" (145 mm5112,forNorH
Plant
METRIC 131/8" 131/8" --.J— 131/8"
1"(25mm) Galant 1"(25rnm)
itIr
Figure 113: Usefour nails for eoery full sbingle.
Hip & Ridge: Cut Shingles
1't 2" (50 mm) Remove-,, 25 (25mm)i It, I it
Ititt -— -— tl '
12"
Cap Cap Cap 305 mm)
Shingle Shingle Shingle 1
Figure I1-24.• Cut tabs, then trim back to make cap sbingles
6ngUsb dimensions sboum).
L'qM1'hL 6Lma.
STEEP SLOPE
Use four nails and six spots of asphalt roofing cements for every full
shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586
Type II is suggested.
I• '
Roofing Cement
Apply 1" (25 mm) spots of asphalt roofing cement
under each tab corner.
Figure I14: Usefour nails and stv spots ofasphalt cement on steep slopes.
sCAUffON: Excessive use of roofing cement can cause shingles
to blister.
2" (305
125mm)
155 2 N pOdP`
l
Figure 11-25: Installation of caps along the bips and ridges.
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing
Sealant, in accordance with manufacturer's instructions.
Carriage House Shangle®, Centennial Slate'' and Grand Manor Shangle®:
LOW AND
STANDARD SLOPE
Use five nails for every full Shamgle.
25mm) wl [25mm)
F
518" 8518"
16 mm) mm) LM
Figure 17-4• Use fire nailsfor ererg full Grand ManorSbangle,
Carriage flouse.Sbangle, orCenlennialSlate.
STEEP SLOPE
Use seven nails and three spots of asphalt roofing cement for every
full Grand Manor Slmngle. Use five nails and three spots of asphalt
roofing cement for every full Carriage (louse Shangle and Centennial
Slate. Apply asphalt roofing cement 1" (25 mm) from edge of shingle
Figure 17-5)• Asphalt roofing cement meeting AzSrM D4586 71,pe 11
is suggested.
1@4so, II
a '. r"" " M
0
16
Figure 17-5: Wben installing Grand ,Veer Sbangfes on steed slopes,
use seven nails and lbree spots ofasphalt roofing cement.
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R9
Certificate of Authorization #9503 FL5444-R8
Revision 9: 03/06/2015
Page 4 of 9
6.3.2.1 Hip & Ridge: Shangle® Ridge
Figure 17-I8: ShangleO Ridge.
I TRINITY I ERD
18' Exposure Remove tape
from the right side
and fasten
SECOND
Fasten the
I .
left side
85/8 !
RIGHT
FIRST
LEFT
Figure 17-19: Installation of Sbangle® Ridge sbiilgles
on hips and ridges.
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing
Sealant in accordance with manufacturer's instructions.
6.3.3 Landmark'"", Landmark"" IR, Landmark'°" Pro (formerly Landmark""" Plus), Landmark TM Premium, Landmark'"° TL,
Landmark T" Solaris, LandmarkTM' Solaris IR:
LOW AND STANDARD SLOPE LANDMARK TL
METRIC DIMENSIONS
12" 143/4" 12"
305 mm) --(375 mm)–+(305 mm)--
aaasz3:sansur+ Ms-cr esvx '- revs-.rrx
1" (25 mm) Rel ea eTape 1" (25 mm) --I
11/2" .
NailableF
Area F/z
STEEP SLOPE
Use six nails and four spots of asphalt roofing cement for every full
laminated shingle. See heloa. Asphalt roofing cement should meet
A.1T\1 D4586 Type 11. Apply 1' spots of asphalt roofing cement unde
each corner and at about 12" to 13" in from each edge.
METRIC DIMENSIONS
305 mm) (375 mm) (305 mm)
1"(25 mm)
Release Tape
1"(25 mm)-
Nail Area
For Steep I M1.,
25 mm) I ---- (25 mm;
Rooiinn Cement
Exterior Research and Design, I.I.C.
Certificate of Authorization #9503
fill
1-1-.(25 MTM) 1 1" (25 mm)— r.:.1711.3..0.101
Figure 13.4. Usefour nailsforereg•full shhugle.
LANDMARK TL
343 mm) (330 mm) (343 mm)
V(25mm) 1 1"(25mm) •
Figure 13-5. Use six nails andfour slats of
asphalt roofingceraent on sleep slopes
Evaluation Report 3532.09.05-R9
FL5444-R8
Revision 9: 03/06/2015
Page 5 of 9
6.3.3.1 Hip & Ridge, Option 1: Shadow Ridge'"
6.3.3.2
QOTRINITYIERD
Figure 13-16.• Slxulou" Ridge accessory shingles deiacb easilyfirrna
three piece units to make 72 individual cappieces.
12' 97/8'
305mm
G— )
250mm
6'—
g15/1C—)415/16°
150mm) (i50mm) I (125mm) I (125mm)
Notch for Notch for
Centering Centering
12' 131/4'
305" NotchesiorAl'gnment (
337mm) NotchesforAlignment o
the Top Edge of the Previous
7 the Top Edge of the Previous 75/8' 1 80Mm) Capior55t8'(141mm)Exposure (
n
t!!tt L \, —1
English Dimension Metric Dimension
3050') I
Laying Notch
I I II I
Figure 13-20: Use laying noicbes to center shingle; on hips and
ridges, and to locate the conzct szposure.
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing
Sealant in accordance with manufacturer's instructions.
Hip & Ridge, Option 2: Cedar Crest'", Cedar Crest'" IR
Use two fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -inch
up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch up
from its exposed butt edge and 1 -inch from each side edge.
Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9
Certificate of Authorization #9503 FL5444-R8
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l I RINITY I ERD
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing
Sealant to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay
on the top piece and extending approximately 4 -inch along the sides of the headlap along a line Y44 to 1 -inch from
each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into
the adhesive, and install nails. To secure the other side, apply a 1 -inch diameter spot of NP 1 or PL adhesive
between the shingle layers.
Handr.,casno ae osivc
1 fA• 4'
6 mm) r loo2mm)
34'
19 mm)
1'
25 mm)
Dab of aspW
cen:enl between 1'
5h;ng e l'ers (25 mm)
6.3.4 Presidential Shake—, Presidential Shake— IR, Presidential Shake TLI:
LOW AND STANDARD SLOPE: STEEP SLOPE:
For low and standard slopes, use five nans for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and
shingle as shown below, apply 1' diameter spots of asphalt roofing cement under each shingle tab.
After applylog 5 nails in between the nailing guide lines, apply 4 nails 1'
Nailing {.-- 40' above tab cutouts maldng certain tabs of overlying shingle cover nails.
Guide Lines (1016 mm)
5114' — 133 mm) 4 . 141/4'
1112 33 mm) (362 mm)
I_
NOTE: Apply nails on painted guideline.
Figure 16-6.• Fastening Fras(dential and Pres1knilal TL Sbake
sbingles on low and standard slopes
6.3.4.1 Hip & Ridge, Option 1: Presidential Accessory
PRESIDENTIAL ACCESSORY
1' diameter asphalt roofing cement
Figure 16-7.• FasteningPresklential and Presklential T/L Sbake
sbingles on steep slopes.
Presidential accessory shingles can be used for covering hips and
ridges. Apply shingles up to the ridge (expose no more than 7" from
the bottom edge of the "tooth." Fasten each accessory with two fas-
teners. The fasteners must be 13/4' long or longer, so they penetrate
either 3/4" into the deck or completely through the deck. Presidential
accessory comes In two different sizes: Accessory produced in
Birmingham, AL is 12" x 12"; Portland, OR produces 97/8* x 131/4"
accessory.
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing
Sealant in accordance with manufacturer's instructions.
6.3.4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crest'", Cedar CreStTM IR hip and ridge shingles.
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R9
Certificate of Authorization #9503 FL5444-R8
Revision 9: 03/06/2015
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6.3.5
6.3.5.1
Hatteras—:
LOW, STANDARD AND STEEP SLOPE:
Figure 15.3.- Faslening llatteras ShIgles on
Lmr and Standard Slopes
For lone and standard slopes, use fire nails for each fall
liaiteras shingle as shouat above.
Hip & Ridge, Option 1: Accessory for Hatteras
QOTRINITYIERD
Figum 15-L R+sleldnS 11allerasSblKgles on S1eopMOM
For steep slopes; use fire mils and eigla slots of asphalt roofing
cement for each full Hatteras shingle as spoon alone. Apply 1'
25ntm) diameter spots of roofing cement GYSTM 0 4556 7T -Pc II
suggested) under each tab corner. Press shingle into place; do not
espose cemna.
CAUTION: Too much roofing cement can cause shingles to blister.
Figure 15-14: 18 three-piece un its separate to make
54 Hatteras Accessory shingles,
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing
Sealant in accordance with manufacturer's instructions.
6.3.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles
2230 mm} I
I I
I I
I I
460 mm)
Cap CapCap Cap
Shingle Shingle Shingle Shingle
Figure 15-20: CutHatteras shingles to make cover cap.
Faster
8" -I 18" (460
203 mm)
Ir - •
c Sues
Figure 15-21: Installation of caps along hips and ridges.
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing
Sealant in accordance with manufacturer's instructions.
Exterior Research and Design, I.I.C.
certificate of Authorization #9503
Evaluation Report 3532.09.05-R9
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6.3.6
6.3.6.1
6.3.7
QOTRINITYIERD
Highland Slate—, Highland Slate— IR:
LOW AND STANDARD SLOPE: STEEP SLOPE:
9' 9'— _ 9• 9• Use FIVE nalls and BIGHT spots of asphalt rooling cement" for each
fullllighland Slate shingle. For Miami -Dade, SIX nails are required.
Apply I' diameter spots of asphalt roofing cement under each tab
F« -a5mal as'm°7—.4 L corner. Asphalt roofing cement meeting ASnT I D4596 Ve li is suggested.
Miami-Dadsrequues
SIX nails (Mro nails
inslalled over cenLu
cutout as ah.).
Figura 11-3: Use FIVE nails for every Higbtand Slate sbingla
ManWade requres
SIX twig (Wo nate
Walled over center
WWI es stavml
Figure 1134: Use 11VE netts and eight spots of aspbalt
roofing cement under each tab corner
CAUTION: Excessive use of roofing cement can cause shingles
to blister.
Hip & Ridge, Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest'"' IR or Shangle Ridge'"" hip and
ridge shingles.
Patriot—:
LOW AND STANDARD SLOPE
Use FOUR nails for every full shingle loctlecl its shollm below.
Sealant
6r113
rtV(25MM) i j i'(25mr j
156 mm)
Ir
13118' -f— 13.1,2' --+- 7? -+J3' -•i333-) rM n1 (313myl)
STEEP SLOPE
Use FOUR nails and four spots of asphalt roofing cement for every full
shingle as shown below: Asph:dl roofing cement meeting ASTM D4586
Type 11 is suggested. Apply 1'(25 nun) spots of asph:dl roofing
cement :ts shown.
CAUTION: Excessive use of roofing cement can cause sl» ngles to blister.
i-------------
T ______T
aaallnA Cement
l+ tt-L3' - 131Id' -+ 12•'A'
oma) (313mm) 4,.oilnn)
Hip & Ridge: Refer to instructions herein for Cedar Crest'"", Cedar Crest'"" IR, Shadow Ridge'"" or Shangle Ridge'" hip
and ridge shingles.
7. LABELING:
7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of 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 61G20-3 QA
requirements.
10. QUAUTYASSURANCE ENTITY:
UL LLC —QUA9625; (414) 248-6409; karen.buchmann@us.ul.com
END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C.
Certificate of Authorization #9503
Evaluation Report 3532.09.05-R9
FL5444-R8
Revision 9: 03/06/2015
Page 9 of 9