796 MAIN ST RES23-0098 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP:
OSTEEN LINDSEY H 2690 COLD STREAM LN GREEN COVE
SPRINGS FL 32043
COMPANY:ADDRESS:CITY:STATE:ZIP:
SUNSHINE ENCLOSURES
LLC 318 Milwaukee Avenue Orange Park FL 32073
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
170942 0050 ATLANTIC BEACH SEC H
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
796 MAIN ST RESIDENTIAL SIDING new siding and trim added
on exterior - 796/798 Main $5000.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
3 BUILDING IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL
Notes:
IN-PROGRESS INSPECTIONS ARE REQUIRED FOR EXTERIOR SIDING, WINDOW, AND DOOR INSPECTIONS, AND SHOULD BE SCHEDULED FOR THE FIRST
DAY OF WORK.
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.
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.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 5/18/2023
PERMIT NUMBER
RES23-0098
ISSUED: 5/18/2023
EXPIRES: 11/14/2023
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $80.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL: $124.00
4 BUILDING NOTICE OF COMMENCEMENT INFORMATIONAL
Notes:
No inspections may be scheduled until a copy a recorded Notice of Commencement has been submitted to the Building Department
2 of 2Issued Date: 5/18/2023
PERMIT NUMBER
RES23-0098
ISSUED: 5/18/2023
EXPIRES: 11/14/2023
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
r."-),,o, Building Permit Application Updated10/9/ 18
City of Atlantic Beach Building Department ALL INFORMATION
800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
n9%. IS REQUIRED.
Phone: (904) 247-5826 Email: Building-Dept@coab.us
tsp Q
Job Address: J% 7`t 1 .fn r 1c1h pew 1'4Pe`rmit Number:E l0v 1V
Legal Description 1 . 34 `,30 -2S — lir 4 11 _cc C.* M`diN i REE,
D#
rr1
10 HZ CO V a t
ty
Valuation of Work(Replacement Cost)$ box' Heated/Cooled SF ,'/-Non=Heated/Cooled
t gL4 J 5Z?
Class of Work: New Addition Alteration pepair Move Demo Pool Window/Door
Use of existing/proposed structure(s): Commercial /Residential
If an existing structure,is a fire sprinkler system installed?: Yes yiNo
Will tree(s) be removed in association with proposed proiect? Yes(must submit separate Tree Removal Permit) S?:No
Describe in detail the type of work to be performed:
IT° S(ci PO oroi .-f-lnol 4!ock-et an f a
Florida Product Approval# .156C 16C x-201"1 7-" 5/ for multiple products use product approval form
Property O ner Information
Name ,n S- ® -- Address 40 CO, ld S m Li)
City &i(,
Qr14,
rmoS State 'L Zip 3243 Phone (104-- 31-x- ti C.4 3
E-Mail unacf,ysr)) Sne - co tel
Owner or Agent(If A , Power of Attorney or Agency Letter Required)
Contractor Information
Name of Company 5i.tvs41iltvt-rte E'nv(,nSurcS (—LC Qualifying Agent Ci".r.s Jul
Address '3 ii Mu W 2t,Yez• 12b/c4,114.v City by State Zip 3 7-o 13
Office Phone ( a 049 47'1 -9 S 5 S Job Site Contact Number < <1;"•)‘+) 5 v S--- S 7
State Certification/Registration# C.6 C 12.5 7 8 E-Mail Kzt ti ? S S- ?pot - L rr
Architect Name&Phone#
Engineer's Name&Phone#
Workers Compensation Insurer OR Exemptl:kExpiration Date
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 the standards of all the 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. 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.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
REC ra ' ING-YO ' , Ow ICE OF COMMENCEMENT.
rY(./('
7a e o • ner or Agent)Signature of ntractor)
Signed and sworn to(or affirmed)before me this LS— day of Signed and sworn to(or affirmed)before me this lc day of
4 al , 2.0_3,by sc
i
O s freer, M ct,-1 ,
2-'0 1-- , 3 Cm.r,c M Ai
rtur Signature o otary)
ELI i3ROER HARG EW BROER HARGETT
votary Public-State of Flori X49: ;; Notary Public•State of Florida
Personally Known OR F: Commission 4 HH 246003 rsonally Known OR t.
F .r; Commission 4 HH 246003
roduced Identification My Comm.Expires Mar 28,20/6] roduced Identification or r. My Comm.Expires Mar 28,2026
3orrec through National Notary As of Identification: Bonded through National NotaryAssn.Type of Identification: L D g
By Mike Jones at 8:26 am, May 18, 2023
REVIEWED FOR CODE COMPLIANCE
Recorded 05/15/2023 10:05 AM, JODY PHILLIPS CLERK CIRCUIT COURT DUVAL COUNTY
RECORDING $10. 00
NOTICE OF COMMENCEMENT
RARE IN rnWUCATE)
Permit No. Tax Folio No.
SPIN d County d
To whom R may concern:
11w undersigned hereby Informs you that improvements will be made to certain nal property,and In
eeeorrfarlee with Section 713 of the Florida Statutes,the following Infomiet on is stated In this NOTICE OP
COMMENCEMENT.
Legal desalpton of property being improved- `
g- 3 4 3T - 5 - .`t E , I-I
SEr H Quiritn St/L of Los S torr0 IiLt ISO
Address of property being improved. -14P1P B a;r A 4gt .. 2733
General description of improvements: l v CAd Sr di*n y W'4 -Win D/) GX.tf)'L'r
Owner 1.. Ck r.).1o s+U
J
Address .r 'a a .a r1 CaK. .Pi It' 't-r. 3 Z01-3
Owner's interest i i site of the improvement 0 Uhle.!
Fee Simple Titleholder(If other than owner)
Name
Address
Contractor Sun h rhe Ct n
Address 3 t
Phone No. 0,04) 4'Z4-4 5'S S Fax No.
Surety(ir any)
Address Amotni of bond$
Phone No. Fax No.
Name and address of any person making a loan for the construction of the improvements.
Name
Address
Phone No. Fax No.
Name of person within the State of Florida,other than himself or herself,designated by owner upon whom
notices or other dousnents may be served:
Name
Address
Phone No. Fax No.
In addition to himself or herself,owner designates the following person to receive a copy of the Lienors Notice as
provided in Section 713.06( 2)(b).Florida Statutes.(Fill In at Owner's option).
Name
Address
Phone No. Fax No. n:11
Expiration date of Notice of Commencement(the expiation dale is one(1)year from the date of recording unless a
different data is specified): 21134
THIS SPACE FOR RECORDER'S USE ONLY
eat gr
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3I
6
i'SignlK day r»
DATE_ _ 3 2 z
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RES23-0098
1111-14
NEMO I etc.
Certificate of Authorization#32455
353 Christian Street,Unit#13
Oxford,CT 06478
203)262-9245
ENGINEER EVALUATE TEST CONSULT
EVALUATION REPORT
PLYCEM USA LLC Evaluation Report 9915.06.16-R5
Fiber Cement Products FL20742-R5
15055 Woodham Drive Date of Issuance:06/17/2016
Houston,TX 77073 Revision 5: 10/ 14/2020
281) 813-1260
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. The product described herein has been evaluated for
compliance with the 7th Edition(2020) Florida Building Code sections noted herein.
DESCRIPTION: Allura'"" Fiber Cement Siding
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein
and the minimum provisions of FBC 1404.10.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change.
Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any
changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a
complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Florida Product Approval Number (FLU) preceded by the words "NEMOIetc. Evaluated" may be
displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its
entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 4, plus an 8-page Appendix.
Prepared by: 0a«"„..,,,,-
µr 0'C
Robert J.M. Nieminen,P.E. The facsimile seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983 Nieminen,P.E.on 10/14/2019. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P. E.are,in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
2019 NEMO ETC,LLC
By Mike Jones at 8:27 am, May 18, 2023
NEMoIetc.
PANEL WALLS-SIDING EVALUATION:
1. SCOPE:
Product Category: Panel Walls
Sub-Category: Siding
Compliance Statement: Allure Fiber Cement Siding, as produced by PLYCEM USA LLC, has demonstrated
compliance with the following sections of the 7th Edition(2020)Florida Building Code through testing in accordance
with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of
Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1404.10 Material standard ASTM C1186 2012
1609.1 Wind ASTM E330 2002
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Transverse Load(Wind) Florida Windload Testing 06/15/2016
ERD(TST6049) Transverse Load(Wind) 7.25B/W/16 08/22/2016
ERD(TST6049) Transverse Load(Wind) The Cove 10/26/2016
ERD(TST6049) Transverse Load(Wind) 7.25/B/CMU/16 12/04/2017
HETI(T5T1691) Transverse Load(Wind) HETI-01-1000 04/11/2002
HETI(TST1691) Transverse Load(Wind) HETI-01-1021 04/11/2002
HETI(TST1691) Transverse Load(Wind) HETI-01-1023 04/11/2002
HETI(TST1691) Transverse Load(Wind) HETI-01-1058 04/11/2002
HETI(TST1691) Transverse Load(Wind) HETI-01-1060 04/11/2002
ITS(TST1509) ASTM C1186 3155389C0Q-004 11/24/2008
NEMO(TST6049) ASTM C1186 ERD-SC13565.10.18 10/18/2018
QAI(TST9808) Transverse Load(Wind) RJ0893-5 12/20/2010
QAI(TST9808) Transverse Load(Wind) RJ0893-6 12/20/2010
QAI(TST9808) Transverse Load(Wind) RJ0893-9 12/20/2010
QAI(TST9808) Transverse Load(Wind) R10893-10 12/20/2010
QAI(TST9808) Transverse Load(Wind) RJ0893-11 12/20/2010
QAI(TST9808) Transverse Load(Wind) RJ0893-12 12/20/2010
QAI(TST9808) Transverse Load(Wind) RJ2420-P 04/18/2013
QAI(TST9808) Racking/Shear Load(E72) RJ6701P-5 02/ 09/2019
QAI(TST9808) Racking/Shear Load(E72) RJ6701P-6 02/09/ 2019
QAI(TST9808) Racking/Shear Load(E72) RJ6701P-1-R1 02/11/2019
QAI(TST9808) Racking/Shear Load(E72) RJ6701P-2-R1 02/11/2019
QAI(TST9808) Racking/Shear Load(E72) RJ6701P-3-R1 02/11/2019
QAI(TST9808) Racking/Shear Load(E72) RJ6701P-4-R1 02/11/2019
PLYCEM USA LLC Quality Assurance Declaration Letter 02/01/2017
QAI(QUA7628) Quality Assurance Inspection Report(NC) 07/09/2018
QAI(QUA7628) Quality Assurance Inspection Report(MX) 09/14/2018
QAI(QUA7628) Quality Assurance Florida BCIS Current
NEMO ETC,LLC Evaluation Report 9915.06.16-R5
Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL20742-R5
Plycem USA LLC Revision 5: 10/ 14/2020
Page 2 of 4
0 NEMO I etc.
4. PRODUCT DESCRIPTION:
This Evaluation Report covers AlIuraTM Fiber Cement Siding, and is limited to the specific product trade names
referenced in this report subject to the Installation Requirements and Limitations/Conditions of Use herein.
TABLE 1:EVALUATED SIDING PRODUCTS
Product Material Standard Thickness(in) Dimensions Surface/Design
Vertical Panel ASTM C1186,
5/16
48-inch wide x 8,9, 10
Smooth or textured
Siding Type A,Grade 2 or 12 ft long
ASTM C1186, 5''/,6%,7%,81A or 9'/,-
Lap Siding 5/16 Smooth or textured
Type A,Grade 2 inch wide x 12 ft long
Smooth or textured
Random Square Strait Edge
ASTM C1186,
Shapes Siding
Type A,Grade 2
5/16 16 x 48-inch Random Square Staggered Edge
Half Rounds
Octagons
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen,P.E.are,in any way,the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions(i.e.,Broward and Miami-Dade
Counties).
5.3 This Evaluation Report does not address fire-resistance-rating performance of the completed wall assemblies.
5.4 Wind Resistance(Transverse Load):
5.4.1 Limitations relating to design wind pressure resistance are outlined in Appendix 1.
5.4.2 "MDP"= Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.
Refer to FBC 1609 for determination of project-specific design wind pressures. The MDP for the selected installation
shall meet or exceed the design wind pressure requirement for the project for each pressure zone.
5.4.3 Use the tables herein is limited to siding installations with the following design parameters. Analysis for buildings
falling outside these constraints shall be on a project-by-project basis by a Florida Registered P.E
PARAMETER* REFERENCE SYMBOL VALUE
Mean roof height(ft) N/A h 30 ft
Ultimate wind speed(mph) FBC 1609.3 Vult Various
Exposure Category FBC 1609.4.3 N/A B,C or D
Topographical factor ASCE 7-16,Section 26.8.2 Kit 1.0
Wind directionality factor ASCE 7-16,Section 26.6 Kd 0.85
Ground elevation factor ASCE 7-16,Table 26.9-1 Ke 1.0
Internal Pressure Coefficient ASCE 7-16,Table 26.13-1 GCpi 0.18(enclosed)
Defining project design parameters is the responsibility of the user,subject to acceptance by the Authority Having Jurisdiction
5.5 Shear load performance data for Vertical Panel Siding is presented in Appendix 2. Lap Siding and Shapes Siding are
not intended for racking or shear resistance;walls shall be braced by other means as required by the Authority Having
Jurisdiction.
NEMO ETC,LLC Evaluation Report 9915.06.16-RS
Certificate of Authorization#32455 7"EDITION(2020)FBC NON-HVHZ EVALUATION FL20742-R5
Plycem USA LLC Revision 5: 10/ 14/2020
Page 3 of 4
ONEMO I etc.
5.6 For existing substrates,the Authority Having Jurisdiction may require fasteners be tested in the existing substrate for
withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum
requirements for the system.
5.7 All products in the wall assembly shall have QA audit in accordance with the F.A.C.Rule 61G20-3.
6. INSTALLATION:
6.1 Allure" Fiber Cement Siding shall be installed in accordance with PLYCEM USA LLC published installation
instructions,subject to the Limitations/Conditions of Use noted herein.
6.2 The underlying wall substrate shall include a water-resistive barrier in accordance with FBC 1403.2.
6.3 Minimum system attachment requirements are set forth in Appendix 1,and shall not be exceeded. Fastener lengths
noted are minimum lengths,and shall be adjusted as necessary for minimum 1-inch embedment into wood studs or
minimum three full threads for metal framing(Reference:FBC 1405.16).
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product.
8. MANUFACTURING PLANTS:
Nuevo Laredo, Mexico
North Wilkesboro, NC(aka, "Roaring River")
9. QUALITY ASSURANCE ENTITY:
QAI Laboratories—QUA7628;(604)527-8378;mlansdowne@qai.org
THE EIGHT(8)PAGE APPENDICES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
NEMO ETC,LLC Evaluation Report 9915. 06.16-R5
Certificate of Authorization#32455 7"EDITION(2020)FBC NON-HVHZ EVALUATION FL20742-R5
Plycem USA LLC Revision 5: 10/ 14/2020
Page 4 of 4
NEMO I etc.
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND RESISTANCE
Table Type Application Fastener Engage Page
1 Allura'' Panel Siding Face Fastened Framing 2
2A AlIuraTM
Lap Siding Blind Fastened Framing 3
2B Allure' Lap Siding Face Fastened Framing 3
2C AlluraTM Lap Siding Blind Fastened Sheathing 4
2D AlluraTM Lap Siding Blind Fastened Framing&Furring Strips 5
2E AlluraTM Lap Siding Blind Fastened Vertical Battens 5
3 AlluraTM Shapes Siding Blind Fastened Framing 6
The following notes apply to the systems outlined herein:
1. The evaluation herein pertains to wall-cladding components. Framing and sheathing shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
2. Fasteners shall be corrosion resistant. Fastener lengths noted are minimum lengths,and shall be adjusted as necessary for minimum 1-inch embedment into wood studs or minimum three full
threads for metal framing(Reference:FBC 1405.16).
3. Vertical joints shall occur over wall framing and shall be staggered on subsequent courses. The siding shall be applied with a minimum 1%inch overlap. Position the fasteners%inch from the
top edge of the siding. Fasten 3/8 inch from butt ends. For installation over metal wall studs,a minimum of'A inch thick gypsum shall be applied on the interior surface.
4. "MDP"=Maximum Allowable Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads.The MDP
for the selected installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone.
5. Use the tables herein is limited to siding installations with the following design parameters. Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-16,
multiplied by 0.6(Pasd)for allowable loads. Analysis for buildings falling outside these constraints shall be on a project-by-project basis by a Florida Registered P. E.
PARAMETER* REFERENCE SYMBOL VALUE
Mean roof height(ft) N/A h 30 ft
Ultimate wind speed(mph) FBC 1609.3 Vult Various
Exposure Category FBC 1609.4.3 N/A B,C or D
Topographical factor ASCE 7-16,Section 26.8.2 Kzt 1.0
Wind directionality factor ASCE 7-16,Section 26.6 Kd 0.85
Ground elevation factor ASCE 7-16,Table 26.9-1 Ke 1.0
Internal Pressure Coefficient ASCE 7-16,Table 26.13-1 GCpi 0.18(enclosed)
Defining project design parameters is the responsibility of the user,subject to acceptance by the Authority Having Jurisdiction.
NEMO ETC,LLC Evaluation Report 9915. 06.16-R5 for FL20742-R5
Certificate of Authorization#32455 7"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 5:10/14/2020
2019 NEMO ETC,LLC Plycem USA LIC;(281) 813-1260 Appendix 1,Page 1 of 6
0 NEMO I etc.
TABLE 1: ALLURATM PANEL SIDING
FACE FASTENED TO FRAMING
System Max. Substrate(Note 1) Siding Attach MDP
Ultimate
odt
Speed(mph)
Ne 5)
No. Width(in) psf)
Framing/Sheathing Max.Spacing(in) Type Fasteners(Note 2) Spacing Exposure B Exposure C Exposure D
ITW Buildex Rock-
Min.20 ga.steel stud On®Type 5 2PWH
6-inch o.c.along
1. 48 with nominal 5/8" 16
Face fastened to
HI-LO®CLC,9-15 x
panel edges;6-inch -
38 162 137 126
plywood sheathing
framing 2Y<"(Part No. o.c.along interior
2155500) framing
6d common nails, 6-inch o.c.along2x4Spruce-Pine-Fur
Face fastened to min.2"long x panel edges;6-inch
2. 48 with nominal 5/8" 16 38 162 137 126
plywood sheathing
framing 0.113"shank dia.x o.c.along interior
0.265"head dia. framing
NEMO ETC,LLC Evaluation Report 9915.06.16-R5 for FL20742-R5
Certificate of Authorization#32455
7T"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 5:10/ 14/2020
02019 NEMO ETC,LLC Plycem USA LIC;(281)813-1260 Appendix 1,Page 2 of 6
NEMO I etc.
TABLE 2A: ALLURATM LAP SIDING
BLIND FASTENED TO FRAMING
Ultimate Wind Speed(mph)
System Max. Substrate(Note 1) Siding Attach MDP
Note 5)
No. Width(in) psf)
Framing/Sheathing Max.Spacing(in) Type Fasteners(Note 2) Exposure B Exposure C Exposure D
3. 8% Min.20 ga.steel stud 16
Blind fastened to Min.#8 x 1 5/
8 inch long self-tapping screws -
22 123 N/A N/A
framing with a 0.375 inch dia.wafer head
Blind fastened to Ring shank roofing nails,min.1%"long x4. 8% 2x4 Spruce-Pine-Fur 16 23 126 107 N/A
framing 0.120"shank dia.x 0.375"head dia.
2x4 Spruce-Pine-Fur
Blind fastened to Ring shank roofing nails,min.1/a'long x
5. 7% with nominal 1/2" 16 27 137 116 106
plywood sheathing
framing 0.120"shank dia.x 0.375"head dia.
6. 6'/. 2x4 Spruce-Pine-Fur 16
Blind fastened to Ring shank roofing nails,min.13/4"long x
36 158 133 123
framing 0.120"shank dia.x 0.375"head dia.
7. 5% 2x4 Spruce-Pine-Fur 16
Blind fastened to Ring shank roofing nails,min. 1h"long x
38 162 137 126
framing 0.120"shank dia.x 0.375"head dia.
TABLE 2B: ALLURATM LAP SIDING
FACE FASTENED TO FRAMING
Ultimate Wind Speed(mph)
System Max.Substrate(Note 1) Siding Attach MDP
Note 5)
No. Width(in) psf)
Framing/Sheathing Max.Spacing(in) Type Fasteners(Note 2) Exposure B Exposure C Exposure D
Min.20 ga.steel stud with Face fastened to
ITW Buildex Rock On®Type
8. 9%
nominal 5/ 8"plywood sheathing
16
framing
S-12 2PWH CLC,8 x 2%" 46 178 151 139
Part No.2139500)
8d common nails,min.2W'
9. 9%
2x4 Spruce-Pine-Fur with nominal
16
Face fastened to
long x 0.134"shank dia.x 58 200 169 156
5/8"plywood sheathing framing 0.281"head dia.
NEMO ETC,LLC Evaluation Report 9915.06.16-R5 for FL20742-R5
Certificate of Authorization#32455 7"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 5:10/14/2020
02019 NEMO ETC,LLC Plycem USA LLC;(281)813-1260 Appendix 1,Page 3 of 6
NEMO I etc.
TABLE 2C: ALLURATM LAP SIDING
BLIND FASTENED TO SHEATHING
Ultimate Wind Speed(mph)
Substrate(Note 1) Siding Attach
System Max. MDP Note 5)
No. Width(in) Max. Spacing psf)
Framing
Spacing(in) Sheathing Method Fasteners(Note 2) Exposure B Exposure C Exposure D
S P g inch o.c.)
2x4 Ring shank roofing nails,
10. 9% Spruce- 24
Min.7/16- Blind fastened
min.1%"long x 0.120"shank 8 33 151 128 117
Pine-Fur
inch OSB to sheathing dia.x 0.375"head dia.
2x4 Ring shank roofing nails,
11. 8% Spruce- 24
Min.7/16- Blind fastened
min.1%"long x 0.120"shank 12 28 139 118 108
Pine-Fur
inch OSB to sheathing dia.x 0.375"head dia.
Blind fastened
2x4 Ring shank roofing nails,Min.7/16- to studs and to
12. 8% Spruce- 16
inch OSB sheathing
min.1%"long x 0.120"shank 8 38 162 137 126
Pine-Fur dia.x 0.375"head dia.
between studs
2x4 Ring shank roofing nails,
13. 8% Spruce- 24
Min.7/16- Blind fastened
min.1%"long x 0.120"shank 8 41 169 142 131
Pine-Fur
inch OSB to sheathing dia.x 0.375"head dia.
2x4 Ring shank roofing nails,
14. 8% Spruce- 16
Min.7/16- Blind fastened
min.1%"long x 0.120"shank 6 56 197 166 153
Pine-Fur
inch OSB to sheathing dia.x 0.375"head dia.
Blind fastened
2x4 Ring shank roofing nails,
15. 7% Spruce- 16
Min.15/32- to studs and to
min.1%"long x 0.120"shank 8 57 199 168 154
Pine-Fur
inch plywood sheathing dia.x 0.375"head dia.
between studs
NEMO ETC,LLC Evaluation Report 9915.06.16-R5 for FL20742-R5
Certificate of Authorization#32455 7"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 5:10/14/2020
2019 NEMO ETC,LLC Plycem USA LLC;(281)813-1260 Appendix 1,Page 4 of 6
0 NEMO I etc.
TABLE 2D: ALLURATM LAP SIDING
BLIND FASTENED TO FRAMING&FURRING STRIPS
Substrate(Note 1) Siding Attach
Ultimate Wind Speed(mph)
System Max. MDP Note 5)
No. Width(in) Max. Spacing (psf)
Framing Sheathing Furring Strips Method Fasteners(Note 2)Exposure B Exposure C Exposure D
Space(in) inch o.c.)
2x4 1x4-inch PT Blind Ring shank roofing
16. 9% Spruce-24
Min.7/16-
furring strips, fastened to
nails,min.1'/e"long x
12 21 121 N/A N/A
Pine-Fur
inch OSB
12-inch o.c. furring strips
0.120"shank dia.x
0.375"head dia.
2x4 1x4-inch PT Blind Ring shank roofing
17. 9% Spruce-24
Min.7/16-
furring strips, fastened to
nails,min.1%"long x
8 40 166 141 129
Pine-Fur
inch OSB
8-inch o.c. furring strips
0.120"shank dia.x
0.375"head dia.
TABLE 2E: ALLURATM LAP SIDING
BLIND FASTENED TO VERTICAL BATTENS
Substrate(Note 1) Siding Attach
Ultimate Wind Speed(mph)
Note 5)
System
Max.
Batten MDP
Width BattenNo. Vertical Fastener Spacing (psf)
In) Wall Spacing Batten Fasteners
Spacing
Method Fasteners(Note 2) Exposure B Exposure C Exposure D
Battens
inch o.c.)
p g inch o.c.)
inch o.c.)
1x4-inch 34"diameter
Blind Ring shank roofing I
18.
PT threaded
7Y
CMU
Spruce-16 concrete anchor, Max.12
fastened nails,1%"long x
16 40 166 141 129
block to 0.120"shank dia.x
Pine-Fir min.1%"
SPF) embedment
battens 0.375"head dia.
1x4-inch
y4"diameter
PT Blind Ring shank roofing
CMU Southern
threaded
fastened nails,114"long x
19.7% 16 concrete anchor, Max.12 16 52 190 160 147
block Yellow to 0.120"shank dia.x
Pine
min.1%"
battens 0.375"head dia.
SYP)
embedment
NEMO ETC,LLC Evaluation Report 9915.06.16-R5 for FL20742-R5
Certificate of Authorization#32455 7'"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 5:10/14/2020
2019 NEMO ETC,LLC Plycem USA LLC;(281) 813-1260 Appendix 1,Page 5 of 6
NEMO I etc.
TABLE 3: ALLURA"SHAPES SIDING
BLIND FASTENED TO FRAMING
System Max.Substrate(Note 1) Siding Attach MDP
Ultimate Wind Speed(mph)
Note 5)
No. Width(in) psf)
Framing/Sheathing Max.Spacing(in) Type Fasteners(Note 2) Exposure B Exposure C Exposure D
Min.20 ga.steel stud with Blind fastened to
ITW Buildex Rock On®Type
20. 16 16 5-12 2PWH CLC,8 x 2Y." 48 182 154 142
nominal 5/8"plywood sheathing framing Part No.2139500)
2x4 Spruce-Pine-Fur with nominal Blind fastened to
8d common nails,min.2'/:"
21. 16
5/ 8"plywood sheathing
16
framing long x 0.134"shank dia.x 48 182 154 142
0.281"head dia.
NEMO ETC,LLC Evaluation Report 9915.06.16-R5 for FL20742-R5
Certificate of Authorization#32455 7"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 5:10/14/2020
02019 NEMO ETC,LLC Plycem USA LLC;(281)813-1260 Appendix 1,Page 6 of 6
NEMO I etc.
APPENDIX 2: ALLOWABLE SHEAR LOADS FOR PANEL SHEAR WALLS
Table Type Application Fastener Engage
4A Allura`M Panel Siding Face Fastened Wood Framing
4B AlluraT" Panel Siding Face Fastened Steel Framing
The following notes apply to the systems outlined herein:
1. Shear load data are based on ASTM E72 testing at an ISO 17025 accredited laboratory,and are offered within this Evaluation Report at the request of the applicant.
2. All board edges shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendicular to studs.
3. The maximum height-to-length ratio for use of this data is 2:1.
4. Allowable shear loads are based on a 3 to 1 margin of safety.
5. For steel framed assemblies in Table 4B,allowable loads are offered for the panel-siding itself and based on the average test load at 1/8-inch net deflection,with the lesser of
the two highlighted red.
TABLE 4A: ALLURATM PANEL SIDING
FACE FASTENED TO WOOD FRAMING
Substrate Siding Attach
System Max.Ultimate Shear Load Allowable Shear Load
Spacing(inch o.c.)
No. Width(in) Framing/Sheathing Max.Spacing(in) Fasteners plf)plf)
Panel Edges Interior Framing
1. 48 2X4 wood,Hem-Fir 16 6d common nails 6 6 541 180
2. 48 2X4 wood,Hem-Fir 16 6d common nails 4 4 694 231
3. 48 2X4 wood,Hem-Fir 24 6d common nails 6 6 490 163
4. 48 2X4 wood,Hem-Fir 24 6d common nails 4 4 622 207
NEMO ETC,LLC Evaluation Report 9915.06.16-R5 for FL20742-R5
Certificate of Authorization#32455 7"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 5:10/ 14/2020
2019 NEMO ETC,LLC Plycem USA LLC;(281)813-1260 Appendix 2,Page 1 of 2
NEMO I etc.
TABLE 4B: ALLURATM PANEL SIDING
FACE FASTENED TO STEEL FRAMING
Substrate Siding Attach Performance at 1/8"Net
Panel Performance
Spacing(inch o.c.) Deflection
System Max.
Max. Ultimate Allowable
No. Width(in) Framing/Sheathing Fasteners Test Load Shear Load
Spacing(in) Panel Edges Interior Framing Shear Load Shear Load
lbf) pif)
Plf) Plf)
Min.20 ga.steel x 8-18 x 1-5/8"Phillips Wafer
5. 48 3.625 in.x 1.375 in. 16 Head w/Nibs self-drilling 6 6 729 2483 310
steel studs cement board screws
Min.20 ga.steel x 8-18 x 1-5/8"Phillips Wafer
6. 48 3.625 in.x 1.375 in. 24 Head w/Nibs self-drilling 6 6 591 2500 313
steel studs cement board screws
Min.20 ga.steel x
7. 48 3.625 in.x 1.375 in. 16
ET&F Fastening Systems:
4 8 503 168 1117
steel studs
Trimfast Pins AST-100
Min.20 ga.steel x
ET&F Fastening Systems:
8. 48 3.625 in.x 1.375 in. 24 4 8 473 158 1067 133
Trimfast Pins AST-100
steel studs
NEMO ETC,LLC Evaluation Report 9915.06.16-R5 for FL20742-R5
Certificate of Authorization#32455
7TH EDITION(2020)FBC NON-HVHZ EVALUATION Revision 5:10/ 14/2020
2019 NEMO ETC,LLC Plycem USA LLC;(281) 813-1260 Appendix 2,Page 2 of 2