HomeMy WebLinkAbout4939 20th Stu
I
X.
ENGINEER'S NOTES:
1. DESIGN WIND SPEED: 140 MPH V 108
2. RISK CATEGORY PER Table 1604.5 II
3. EXPOSURE CATEGORY = "B"
MPH V osd 3 sec gust
4. INTERNAL PRESSURE COEFFICIENT = +/— 0.18
5. COMPONENTS &CLADDING DESIGN PRESSURES
(ROOF)
ONE 1 b:
+12/-20
ZONE 2a:
+13/-35
ZONE 3a:
+13/-52
(WALLS)
ZONE4b:
+21 /-23
ZONE 5b:
+21 /-28
JOB DESCRIPTION: 24'X30'
6
ro
0
6
0
—2 0'
10' 10'
(ENCLOSED BLDG)
PER ASCE 7-10:
COVERED
CODES:
FLORIDA RESIDENTIAL CODE, FLORIDA BUILDING CODE, 6TH EDITION 2017
ASCE 7-10
CONSTRUCTION TYPE: 5-13
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE A I 318-11
SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING �ACI 301
BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACT 530-11)
NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, LATEST EDITION
APA PLYWOOD DESIGN SPECIFICATION
GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN
ACCORDANCE WITH ALL APPLICABLE CODES GOVERNING EACH TRADE.
CARPORT
'W X 20"H MONOLITHIC CONC FOOTING W/ (2)
REBAR CONT ON CHAIRS 48" O.C. MAX COMPACTED
_ TERMITE TREATED BOTTOM OF FOOTER SHALL BE 12" BELOW GRADE
CONCRETE (3000PS1) WITH #10
-6/10-10 WWM ON 6 MIL POLY
�POR BARRIER OVER CLEAN
)MPACTED POISON TREATED
AL. VAPOR BARRIOR
\TERIAL TO BE LAPPED
WITH SEAMS TAPED
3ERMESH MAY BE SUBSTITUTED
4X4 PT POST
Fu"UAVDATION PLAN
4" CONCRETE (3000PS1) SLAB
16X12 PIER FOOTER WITH (4) #5
=co REBAR REINF. MAT (TYPICAL)
1'
'---------------- -I----------------
1'-4"
— 4„ _
20'
12"W X 20"H MONOLITHIC CONC FOOTING W/ (2)
PL
REBAR CONT ON CHAIRS 48"O.C. MAX COMPACTED
TERMITE TREATED BOTTOM OF FOOTER SHALL BE 12 BELOW GRADE
a
SLOPE
SIDE ELEVA TI01\1
hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608
TO'0111111111H I
®o:
s
A.
was 0
mom
g ATE ®F
n
20'
10' 10'
0
F-1
L.
J
O
F
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O
FLU"ORA PLAI\\[
ELEVATION
ALL WORK H ALL, ,-;QFA")LY }ab' TH PREVAILING
CODES rLOR10A BUILDING CODE,
NATIONAL EL ttT0IC CODE,
AND_THE C! F-PHYRHILLS
PARCEL: 14- 26- 21- 0010- 00100- 0030
00 BRIDGES CHR STOPHER 8c CR ST NA
4939 20TH STREET
ZEPHYRH LLS, FLORIDA
D.W. SMITH M.S.,P.E.#53603
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525
PHONE: 813-469-2Z89 E-MAIL: dwsf 1p0earth l l nk, net
DEC 2019
k Vt,,W �T
PLAN EXAMINER
RICK GOLLIIARDT - DRAFTSMAN
813- 781- 3651
Tgollhardt@tampabay.rr.com
FLOOR PLAN
SCALE
DO NOT SCALE
DESIGN/DRAWN
R. GOLLHARDT
DATE
15 JUL 2019
CHECKED
D.W.S.
SHEET OF
2
JOD
NO
L
ENGINEER LICENCE #53608
2019-0613
M
FASTEN 2X8 PT ROOF RAFTER TO DOUBLE
2X8 PT WOOD BEAM WITH SIMPSON
SDWS WOOD SCREWS 1 /4"X6" (3) MIN PER
CONNECTIONS TYPICAL EACH ENb
FASTEN 4X4 PT POST TO DOUBLE 2X8 PT
WO D BEAM WITH SIMPSON LCE4 RATED
\ 1905 UPLIFT ATTACH PER MANUF. SPECS
TYPI AL BOTH SIDES OF POST FL 10860
r,.
4X4 PT POST
rA C -rr—K I
MID 4X4 PT POST TO DOUBLE 2X8
BEAM WITH SIMPSON LPCZ RATED
PLIFT ATTACH PER MANUF. SPECS
BOTH SIDES OF POST FL 10860
DOUBLE 2X8 PT WOOD BEAM
.4" KNEE BRACE FASTEN TO 4 4 PT POST
'ITH SIMPSON LSC RATED 755 UPLIFT
7ACH PER MANUFACTURERS ECS FL 10865
"-4X4 PT POST
24" KNEE BRACE FASTEN TO 4X4 PT POST ENLA RGED CIRCLE B
� 9
WITH SIMPSON LSC RATED 755# UPLIFT
ATTACH PER MANUFACTURERS SPECS FL 1086
ENLARGED CIRCLE "A"
FASTEN 4X4 PT POST TO CONCR TE SLAB
WITH SIMPSON PS44 RATED 1485# UPLIFT
4X4 PT POST ATTACHPER MANUF. SPECS
—�' � � TYPICAL ALL POST FL 10860
ENLARGED CIRCLE "C"
2X8 ROOF RAFTERS SPACED
24" O.C.
r A r'T F_ N I r-) \/ C] F)T
TPO ROOFING MEMBRANE APPLYED PER MANUFACTURERS SPEC
SHEATHING TO BE 15/32" 4 PLY CDX OR OSB W/8d RING SHANK NAILS
6" O.C. 4" O.C.
DOUBLE 2X8 PT EDGE BEAM
W 1 2" PLYWOOD SPLICE
G LI D AND NAILED
48"MINIMUM OVERLAP SPLICE
4X4 PT POST
TYPICAL
10'
'GOOF
IS28
30TH
RAFTER TO DOUBLE PT EGDE BEAM
RATED 1165# ATTACH PER MANUF.
ENDS. FL 10655
(2) 16d DEADWOOD
MONONAILSYE��H SHEATHING
C
FASTEN MID 4X4 PT POST TO DOUBLE 2X8
PT WQOD BEAM WITH SIMPSON LPCZ RATED
1905 p UPLIFT ATTACH PER MANUF. SPECS
TYPI AL BOTH SIDES OF POST FL 10860
------------------
10'
30'
SLOPE
10'
=//'rnr�
-PO ROOFING MEMBRANE APPLYED PER MANUFACTURERS SPEC
;HEATHING TO BE 15/32" 4 PLY CDX OR OSB W/8d RING SHANK NAILS
3" O.C. 4" O.C.
FASTEN 4X4 PT POST TO DOUBLE 2X8 PT
WO D BEAM WITH SIMPSON LCE4 RATED
905 UPLIFT ATTACH PER MANUF. SPECS
YPI AL BOTH SIDES OF POST FL 1086
-FASTEN MID 4X4 PT POST TO DOUBLE 2X8
PT W,QOD BEAM WITH SIMPSON LPCZ RATED
1905 q� UPLIFT ATTACH PER MANUF. SPECS
TYPICAL BOTH SIDES OF POST FL 10860
co
4X4 PT POST
TYPICAL
20'
F-R.01VT E71 ]��,_'V A T 10" N
DOUBLE 2X8 PT BOARD WITH 112" PLYWOOD SPLICE
NAILED AND GLUED. MIN OVERLAP 48"
NAIL WITH 8d COMMON NAILS SPACES 12" STAGGERED
4' '
12' 12'
30'
ROM
hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608
ENGINEER LICENCE #53608 IN. vULLI-1ANU I I U.VV.�.
4
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who
developed the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
FL10124-R20
Revision
2017
Approved
GAF
1 Campus Drive
Parisppany, NJ 07054
(800) 766-3411
mstieh@gaf.com
Robert Nieminen
lindareith@trinityerd.com
William Broussard
1 Campus Drive
Parsippany, NJ 07054
(800) 766-3411
TechnicalQuestionsGAF@gaf.com
Roof i ng
Asphalt Shingles
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
UL LLC
10/20/2018
John W. Knezevich, PE
` Validation Checklist - Hardcopy Received
FL10124 R20 COI 2017 01 COI Nieminen.pdf
Referenced Standard and, Year (of Standard) standard
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
ASTM D1970
ASTM D3161
ASTM D3462
ASTM D7158
TAS 107
Method 1 Option D
09/20/2017
09/27/2017
09/28/2017
12/12/2017
Year
2015
2016
2010
2011
1995
TRINITY ERD
4.3 Accessory Starter Strips:
4.3-1 Pro -Start® Eave/Rake Starter Strip Shingles and WeatherBlocker- Premium Eave/Rake Starter Strip Shingles
are starter strips for asphalt roof shingles.
4.3.2 QuickStart® Peel & Stick Starter Roll is a is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS
modified bitumen starter strip, nominal 9-inch x 33 ft roll, for use with asphalt shingles with exposure of 6-
inch or less.
4.3.3 StarterMatch„„ Sharter Strip Shingles are color -coordinated starter strips for use with Grand Canyon® and
Grand Sequoia® series asphalt shingles. StarterMatch'"' are installed as the second starter for Grand
Canyon® and Grand Sequoia® series installations.
S. LtMITATIONS-
5.1 This is a building code evaluation. Neither TrinitylERD 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.
SA Wind Classification:
5.4.1 The GAF asphalt shingles noted in Section 4.1 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 (V it = 194 mph). Refer to Section 6 for installation requirements
to meet this wind rating.
5.4.2 The GAF hip & ridge shingles noted in Section 4.2 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,,,t = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and a
mean roof 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.
5.5 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:
5.1 Underlayment:
6.1.1 Underlayment shall be acceptable to GAF 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 Starter Shingles or Starter Strip:
6.2.1 Installation of Pro -Start Eave/Rake Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip
Shingles and QuickStart Peel & Stick Starter Roll shall comply with the GAF current published instructions.
6.3 Asphalt Shingles:
6.3.1 Installation of asphalt shingles shalt 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:
r Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Sequoia ArmorShield, and
Woodland require minimum five (5) nails per shingle.
Y Slateline requires minimum six (6) nails per shingle.
Exterior Research and Design, I.I.C.
Certificate of Authorization #9503
Evaluation Report 01506.01.08-R21
FL10124-8i9
Revision 21: 08/2612016
Page 4 of 6
TRINITY ERD
EVALUATION REPORT
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT 413
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
GAF Evaluation Report 01506,01.08-R21
1 Campus Drive FL10124-R19
Parsippany, NJ 070S4
)late of Issuance: 0I/03/200$
SCOPE: Revision 21: 08/26/2016
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 Lender the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the Sth Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: GAF 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. TrinitylERD 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 "Trinity] 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 6.
Prepared by:
Robert J.M. Nieminen, P.E. y,,�S "-•• "`p?•s•` Themflesea) appearing was authorizedbyRobentheminen,
=' _� <<� P.E. on 08/26/2016. This does not serve as an electronically signed Florida Registration No. 59166, Florida DCA ANE1983
document. Signed, sea,ed hardcoples have been transmit ed to the
CERTIFICATION OF INDEPENDENCE: Product Approval Administrator and to the named Gent
1. TrinitylERD 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. Trinityl ERD is not owned, operated or controlled by any company manufacturing ordistributing products it evaluates.
3- Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued,
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither TrinitylERD 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 ERD
6.3.2 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.
6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. Contact the shingle manufacturer for details.
6.4 Hip & Ridge Shingles:
6.4.1 Installation of Sea( -A -Ridge Ridge Cap Shingles, Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles and Seal -
A -Ridge ArmorShield Ridge Cap Shingles shall comply with the manufacturer's current published instructions
with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter
beads of Henkel "Loctite PL 530 Roof & Flashing Sealant".
11.5' Sealant
1' (292 mm) 1" Sellanie
(2o mm) (25 mm) Enduft d'etanch&6
i fl
( NI ! (305 mm)
Ciavo
6518'-75,8' (3louer
(168 - 194 mm) -
12"
f305 Mal)
6A.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current
published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and
beads of Sonneborn NPI Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant.
J*
!2 211
:YipY.
;F
6A.3 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.
Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R21
Certificate of Authorizatian 0503 FL10124-R19
Revision 21: 08/26/2016
Page 5 of 6
TRINITY ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category:
Roofing
Sub -Category:
Asphalt Shingles -
Compliance Statement:
GAF Asphalt Roof Shingles, as produced by GAF,
have demonstrated compliance with the
following sections of the Florida Binding 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
1507.2.4, R905.23
Physical Properties
ASTM D1970
2009
1507.2.5, R905.2.4
Physical Properties
ASTM D3462
2009
1507.2.7.1, R905.2-6.1
Wind Resistance
ASTM D3161
2009
1507.2.7A, R905.2.6.1
Wind Resistance
ASTM D7158
2008
1507.2.7-1, R905.2.6-1
Wind Resistance
TAS 107
1995
3. REFERENCES:
gn!!bt
Examination
Reference
Crate
GAF (PDM 1915)
Letter of Equivalency
Seal -A -Ridge Impact Resistant IR 01/13/2012
PRI (TST 5878)
Physical Properties
GAF-025-02-01
03/27/2002
PRI (TST 5878)
ASTM D3462
GAF-059-02-01
09/02/(2004
PRI (TST 5878)
ASTM D3462
GAF-080-02-01
OS/25/2005
PRI (TST 5878)
Physical Properties
GAF-324-02-01
12/01/2011
PRI (TST 5878)
Wind Driven Rain
GAF-407-02-01
01/21/2013
UL(TST 1740)
ASTM D3462
93NK629S
11/29/1993
UL (TST 17401
ASTM D3462
99NK43835
01/12/2000
UL (TST 1740)
TAS 107
94NK9632
03/29/2000
UL(TST 1740)
ASTM D3462
OINK06632
02/02/2001
UL (TST 1740)
ASTM D3161, TAS 107
01NK9226
05/21/2001
UL (TST 1740)
ASTM D3161
OINK37122
12/18/2001
UL (TST 1740)
ASTM D3462
OINK37122
12/19/2001
UL (TST 1740)
ASTM D3161, TAS 107
02NK12980
04/10/2002
UL (TST 1740)
ASTM D3161, TAS 107
02 NK30871
09/09/2002
UL (TST 1740)
ASTM D3161
03CAS367
03/11/2003
UL(TST 1740)
ASTM D3462
03NK26444
10/17/2003
UL (TST 1740)
ASTM D3462
04NK13850
06/07/2004
UL (TST 1740)
ASTM D3161
04NK13850
06/23/2004
UL(TST 1740)
ASTM D3161
04NK30546
03/10/2005
UL(TST 1740)
ASTM D3462
04NK22009
05/06/2005
UL (TST 1740)
ASTM D3161
04NK22009
05/09/2005
UL (TST 1740)
ASTM D3462
05NK27924
02/10/2006
UL (TST 1740)
ASTM D3161
OSNK27924
02/11/20015
UL (TST 1740)
ASTM D3161, D3462
OGCA18077
06/05/2006
UL (TST 1740)
ASTM D3161, D3462
06CA18074
06/16/2006
UL (TST 1740)
ASTM D3161, D3462
06CA35251
10/18/2006
UL (TST 1740)
ASTM D3462
06CA31603
12/01/2006
UL (TST 1740)
ASTM D3161, D3462
06CA41095
12/27/2006
UL (TST 1740)
ASTM D3161
07NKG5228
03/13/2007
UL (TST 1740)
ASTM D3161
06CA31611
04/04/2007
UL(TST 1740)
ASTM D3161
06CA61148
04/09/2007
UL (TST 1740)
ASTM D3161, 03462
07CA31742
11/08/2007
UL (TST 1740)
ASTM D3151, D7158, D3462
OBCA06100
03/13/2008
UL (TST 1740)
ASTM D3161, D3462
07CA55908
04/01/2008
Exterior Research and Design, LLC.
Evaluation Report 01506,01,08-R21
Certificate of Authorization #9503
FL10124-R19
Revision 21: 08/26/2016
Page 2 of 6
TRINITY ERD
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 61G20-3 CIA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC —QUA9625; (847) 664-3281
Exterior Research and Design, LLC.
Certificate of Authorization #9503
- END OF EVALUATION REPORT -
Evaluation Report 01506.01.08-1121
F1.10124-1119
Revision 21: 08/26/2016
Page 6 of 6
TRINITY ERD
Entity
Examination
Reference
Date
UL (TST 1740)
ASTM D3161, D3462
09CA10592
03/26/2009
UL(TST 1740)
ASTM D3161,D3462
09CA06856
05/15/2009
UL (TST 1740)
ASTM D3161, D7158, D3462
09NK06647
08/01/2009
UL (TST 1740)
ASTM D3161, D7158, D3462
09CA27281
08/27/2009
UL (TST 1740)
ASTM D3161, D7158, D3462
1OCA35554
03/05/2010
U L (TST 1740)
ASTM D3161, D7158, D3462
IOCA13686
05/15/2010
UL (TST 17401
ASTM D3462
10CA07264
05/27/2010
UL (TST 1740)
ASTM D3462
IOCA12953
10/79/2010
UL (TST 1740)
ASTM D3161,D7158, D3462
IONK11951
10/30/2010
UL (TST 1740)
ASTM 03161,D7158, D3462
1UNK12070
11/04/2010
UL (TST 1740)
ASTM D3161,D7158, D3462
08CA06100
01/30/2010
UL (TST 1740)
ASTM D3161, D7158, D3462
IOCA53934
03/31/2011
UL (TST 1740)
ASTM D3161, WIS8, D3462
11CA48924
10/22/2011
UL (TST 1740)
ASTM D3161, D7158, D3462
11CA47919
12/03/2011
UL (TST 1740)
ASTM D3161, D7158, D346Z
IICA48408
12/08/2011
UL (TST 1740)
ASTM D3161, D7158, D3462
11CA48725
12/09/2011
UL, LLC. (TST9628)
ASTM D3462
12CA34891
10/12/2012
UL, U.C. (TST 9628)
ASTM D3161, D7158, 03462
12CA58151
02/15/2013
UL, LLC. (TST 9628)
ASTM D3161
12CA38083
02/26/2013
UL, U.C. (TST 9628)
ASTM D3161
13CA32332
06/18/2013
UL, LLC (TST 9628)
ASTM D3161
13CA37934
08/02/2013
UL, LLC. (TST 9628)
ASTM D3161, D7158, D3462
4786875675
07/17/2015
UL, LLC. (TST 9628)
ASTM D3161, D7158, D3462
4787434542
05/17/2016
UL, LLC. (QUA 9625)
Quality Control
inspection Report, R21, Mobile, AL
12/28/201S
UL, LLC. (QUA 9625)
Quality Control
Inspection Report, R21, Myerstown, PA
D2/23/2016
UL, LLC. (QUA 9625)
Quality Control
inspection Report, R21, Tuscaloosa, AL
02/26/2016
UL, LLC. (QUA 9625)
Quality Control
Inspection Report, R21, Michigan Cry, IN
03/02/2016
UL, LLC (QUA9625)
Quality Control
Inspection Report, R21, Shafter, CA
02/18/2016
UL, LLC. (QUA 9625)
Quality Control
Inspection Report, R21, Savannah, GA
02/24/2016
UL, LLC, (QUA 9625)
Quality Control
Inspection Report, R21, Minneapolis, MN
02/09/2016
UL, LLC. (QUA 9625)
Quality control
Inspection Report, R21, Mt. Vernon, IN
02/09/2016
UL, LLC. (QUA 9625)
Quality Control
Inspection Report, R21, Baltimore, MD
D3/01/2016
UL, LLC (QUA 9625)
Quality Control
Inspection Report, R21, Tampa, FL
02/29/2016
UL, LLC. (QUA 9625)
Quality Control
Inspection Report, R21, Dallas, TX
02/17/2016
UL, LLC. (QUA962S)
Quality Control
Inspection Report, R21, Ennis, TX
02/03/2016
UL, LLC (QUA 9625)
Quality Control
Inspection Report, R21, Fontana, CA
03/03/2016
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4A.1 Marquis" WeatherMaxe,
Royal Sovereign® and
Sentinel° are a fiberglass reinforced 3-tab asphalt roof
shingles.
4.1.2 Camelot®, Camelot"
II, Fortitude", Glenwood'",
Grand Canyon®, Grand Sequoia", Grand Sequoia° IR,
Grand Sequoia"
ArmorShield'", Monaco', Sienna",
Timberline® American Harvest', Timberline®
ArmorShield'" 11, Timberline® Natural Shadow®, Timberline
HD®, Timberline' Cool Series®, Timberline Ultra
HD® and Woodland® are fiberglass reinforced, laminated asphalt roof shingles.
4.13 Slateline° is a fiberglass
reinforced 5-tab asphalt roof shingle.
4.2 Hip & Ridge shingles:
4.2.1 Seal -A -Ridge® Ridge Cap Shingles, Seal -A -Ridge°
IR Impact -Resistant Ridge Cap Shingles,
Seal -A -Ridge®
ArmorShield»" Ridge Cap Shingles and Timbertexa
Premium Ridge Cap Shingles are fiberglass reinforced, hip
and ridge asphalt
roof shingles.
Exterior Research and Design, LLC.
Certifuate of Authorization #9503
Evaluation Report 01506.01.08-R21
FL10124-R19
Revision 21: 08/26/2016
Page 3 of 6
METAL DRIP EDGE AT RAKE
APPLIED OVER UNDERLAYMENT
IN ASPHALT FELT RDILF SHEATHING NAIL DVTIMM
UNDERLAYMENT _ _ 6d NAD-S SHANK) 6' O,C.
RW *F T!`M NAIL 2 EDGES
6d NAILS CRINGSFYWO 4' O,C.
METAL DRIP
APPLIED
OVER SHEATHING
USE ONLY ENOUGH NAILS TO HOLD
UNDERLAYMENT IN PLACE UNTIL
SHINGLES ARE LAID
ROOF UNDERLAYMENT APPLICATI❑N
TYPICAL FOR GAF/LANDMARK SIMIGLES ETC.
1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH
THE APPLICABLE PROVISIONS OF SECTION 1507. FBC, 2010
2. FOR R®F SLOPES 2!12 UP TO 4!12 UNDERLAYMENT SHALL BE
A MINIMUM OF 2 LAYERS APPLIED AS FOLLOWS, (SEE ABOVE)
FBC 1507.3.8.1
3. FOR ROOF SLOPES 442 OR GREATER UNDERLAYMENT SHALL BE A
MINIMUM OF ONE LAYER OF UNDERLAYMENT FELT APPLIED AS FOLLOWS,
STARTING AT THE EAVE UNDERLAYMENT SHALL BE APPLIED SHINGLE
FASHION PARALLEL TO THE EAVE, LAPPED 2' AND FASTENED
SUFFICIENTLY TO STAY IN PLACE UNTIL SHINGLES ARE LAID.
FBC 1507.3.8.2
4. DRIP EDGE, ➢RIP EDGE SHALL BE PROVIDE➢ AT EAVES AND GABLES
OF SHINGLE ROOFS AND OVERLAPPED A MINIMUM OF 2 INCHES
EAVE DRIP EDGES SHALL EXTEND 1/4' BELOW SHEATHING AND EXTEND
BACK ON THE ROOF A MINIMUM OF 2 INCHES. DRIP EDGE SHALL BE
MECHANICALLY FASTENED A MAXIMUM OF 12' ON CENTER.
FBC 1507.3.8.3
9' STARTER STRIP OR
COURSE OF INVERTED
SHDJGLES
150 ASPHALT FELT
UNDERLAYMENT
�a..35
STEEL PLYCL
8d IRS NA
PLYWOOD NAIL PATTERN (ROOF)
15/32' CDX SHEATHING SHALL BE NAILED W/ 8d IRS NAILS @ 6' ❑,C,
@ EDGES AND 8' ❑,C, MAX, IN THE FIELD, USE 1/2' STEEL PLYCLIPS,
METAL DRIP EDGE
AT RAKE APPLIED
OVER UNDERLAYMENT
START TMORD COARSE WITH
FILL STRIP HINDS FIRST
TAB
— START SECOND COURSE
WITH FULL STRIP MINUS
1/2 TAB
START FIRST COURSE WITH
FULL STRIP
R❑❑FING APPLICATI❑N
1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS OF SECTION 1507 FBC AND THE
MANUFACTURERS INSTALLATION INSTRUCTIONS.
2. ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF
2,12 OR GREATER, FOR ROOF SLOPES FROM 2,12 UP TO 4,12
DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED.
3, UNLESS OTHERWISE NOTED, REQUIRED UNDERLAYMENT SHALL
CONFORM WITH ASTM D 226, TYPE 1, OR ASTM 4869, TYPE I
FBC 1507.3.3
4, SELF ADHERING BITUMEN SHEET SHALL COMPLY WITH ASTM D225
OR ASTM D3462,
FBC 1507.3.4
5, ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS OR BE INTERLOCKING,
AND COMPLY WITH ASTM D225 OR ASTM 13462,
FBC 1507.3.5
6. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS
STEEL, ALUMINUM, OR COPPER ROOFING NAILS MINIMUM 12 GA (0,105 INCH
SHANK WITH A MINIMUM 3/8- DIAMETER HEAD, OF A LENGTH TO PENETRATE
THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4' (19101101) INTO THE
ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4' THICK
THE NAILS SHALL PENETRATE THROUGH THE SHEATHING.
FBC 1507.3.6
7. ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS FOUR
FASTENERS PER STRIP OR TWO FASTENERS PER INDIVIDUAL SHINGLE. UNLESS
OTHERWISE NOTED ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH
ASTM D3161 (MODIFIED TO 110 MPH) OR M-DC PA 107-95.
FBC 15073,7