800 and 830 Main St RES23-0097 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP:
MAY CHRISTOPHER S ET AL 3074 FREEBIRD LOOP 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 0000 ATLANTIC BEACH SEC H
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
800 MAIN ST RESIDENTIAL SIDING
Exterior lap siding, trim
added to facade (800 & 830
Main St
$5000.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC WORKS 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
RES23-0097
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 $4.65
STATE DCA SURCHARGE 455-0000-208-0600 0 $3.10
WORK WITHOUT PERMIT 455-0000-322-1000 0 $190.00
TOTAL: $317.75
2 PUBLIC WORKS 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
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.
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
RES23-0097
ISSUED: 5/18/2023
EXPIRES: 11/14/2023
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
Final Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
_____________________________________________________
Permit Type
____________________________________________________
Permit No.
__________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION
Exterior lap siding, trim added to facade (800
& 830 Main St
800 & 830 MAIN ST
SUNSHINE ENCLOSURES LLC
RES23-0097
Building Permit Application Updated l0/9/18
l`
City of Atlantic Beach Building Department15ALLINFORMATION
800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
IS REQUIRED.
Pho/ne: (904) 247-5826 Email: Building-Dept@coab.us
Job Address: v0V1,5 /'M a1'n 6 f
a
Permit Number: "'&S23 -W t 1
Legal Description 1 •- 3`7 3Q"_S — 2-9 t s n RE# 1 d0 i- 2,-005 0
Valuation of Work(Replacement Cost)$ fOdG Heated/Cooled SF Non-Heated/Cooled
Class of Work: New Addition Alteration LNRepair Move Demo Pool Window/Door
Use of existing/proposed structure(s): Commercial gkesidential
If an existing structure,is a fire sprinkler system installed?: Yes Lo1No
Will tree(s)be removed in association with proposed project? Yes(must submit separate Tree Removal Permit) No
Describe in detail the type of work to be performed: t Fe co ( Q
LXfier ; o r 1qp scd, g acid l added
Florida Product Approval# ve G `F-L Loi44 2 e. for multiple products use product approval form
Property_Owner Information Ch C'i St0renQ C"
Name iG JCAn +—enC( a(d Vt Address :3019 Cref B',(---A \vo
City GC ee_rm Cck1e ,P ;c v)s State L- ZipLOL Phone c3 pi-A b C) ( Gi 4(6
E-Mail
Owner or Agent(If Agent, Power of Attorney or Agency Letter Required)
Contractor Information
Name of Company j,^.l y min u .,ev„(oti.,.rc5 L1, `Qualifying Agent (4V,5 AA i.
Address 1 /b1, 1 w c.04,146.6. A-J[.,n vi L. 'City 0 State (-1- Zip 3)-0-1 3
Office Phone (10'1) '-/i `I—ti 5 c.
1 C Job Site Contact Number ( 1''i) c 5 - -7 J s 1
State Certification/Registration# CV,Li 2- •;S 7 k a. E-Mail ‘-'-c.,11. t SS' t S . i.v rv,
Architect Name&Phone#
Engineer's Name&Phone#
Workers Compensation Insurer OR Exempt Expiration Date
Application is hereby made to obtain a permit to do the work and installations as indicated. (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 FINANCI G, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RE OINGYOUR STC E-OF COMMENCEMENT. f.
1-)3'(i diar
7%Signature of Owner or Agent) ignature of Contractor)
Signed and sworn to(or affirmed)before me this ICday of Signed and sworn to(or affirmed)before me this 15 day of
Mal 21)23 ,by brGllin Fcri a 2 D L3 , y 6,44 n S ftne4,1
4615ie1 of[lot-aryl--———•
I
WgptSl[e_QfI,Lotdrv,L
off;., KELLI 8ROMMER HARGETt 4 w•.. KELLI 8ROMMER HARGETT
J ''•„,\??.:*,; Notary Public•State of Florida 11 dr,': Notary Public-State of Florida
i=" Commission;<HH 2x6003
rsonall Known OR I Personally Known OR i` Commission r HH 246003
y
oc n My Comm.Expires Mar 28,2026 Y Produced Identification x f\-,':i/ My Comm.Expires Mar 28,2026
Produced Identification gorded throw h Natioral Notary Assn. I ]g
Type of Identification:
Bonded through National Notary Assn.
Type of Identification:
Recorded 05/15/2023 04 :38 PM, JODY PHILLIPS CLERK CIRCUIT COURT DUVAL COUNTY
RECORDING $10. 00
1
NOTICE OF COMMENCEMENT
State of g r.
Tax Folio No.
County of)U1—V--a-1
To Whom It May Concern: and in accordance with Section 713
The undersigned hereby informs you that improvements will be made to certain real property,
of the Florida Statutes,the following Information is stated In this NOTICE OF COMAMEEN EMENT•
li 14i' f L__. .
Legal Description of property being improved: : —
5 ' IK 15o
r
Address of property being improved: BOO ;II Jai OIL O •
o
General description of improvements:t. _4 •
C.11N1 ' \
43
s s GSA Cts
Owner: V1(1 S 1,PiL U f. g e I il Address: 4 E' ' (• •1,043
Owner's interest in site of the improvement: • •
Fee Simple Titleholder(If other than owner);
Name:
Contractor r 4 , , • ." W C
Address:_ 3 G 8 MI Iwn... c.e2..Av'.nt.s.c, OP Ft- 3 avlra
04..) yTelephoneNo.: t°f o 1 9 — 9 s c-.6. Fax No:
I
Surety(if any)Amount of Bond$
Address:
Telephone 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,designated by owner upon whom notices or other documents may
be served:Name: I
Address:
3,....i z
Z
Telephone No:
Fax No: 4
In addition to himself, owner designates the following person to receive a copy of the Uenor's Notice as provided in , IN
x
713.
06(
2)(b),Florida Statues. (Fill in at Owner's option)
4
Name: Y i V!1 •b
7 y Is
Address:
Telephone No:
Fax No:a
is one(1)year from the date of recording unless a different .-.1.1`Expiration date of Notice of Commencement(the expiration date
specified):
THIS SPACE FOR RECORDER'S USE ONLY OWNER
Signed:
Date; 51q r}O` -1*
Before me this ' day of a4At.,43 in the County of Duval,State
Of Florida,has personally appeared l:Ytrr 4,te 0/Nal
Notary Public at large,State of Florida,County D8,, 1 to
M Tres: Ni`"'11ssiew
or
Produced Identification:
MEMO etc.11) 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
281)813-1260
Revision 5: 10/14/2020
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: Allure' 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 anychangestotheproduct(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 (FL#) preceded by the words "NEMO etc. Evaluated" may bedisplayedinadvertisingliterature. 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:
4
iso
Robert J.M. Nieminen, P.E.
ee :fy!f•5*2:.:..•G.' The facsimile seal appearing was authorized by Roberttea°hO.X,'7 e' .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 ordistributingproductsitevaluates.
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
ENNEMO I etc.
PANEL WALLS-SIDING EVALUATION:
1. SCOPE:
Product Category: Panel Walls
Sub-Category: Siding
Compliance Statement: Allurae' 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 08/22/2016ERD(TST6049) Transverse Load(Wind) The Cove 10/26/2016ERD(TST6049) Transverse Load(Wind) 7.25/B/CMU/16 12/04/2017
HETI(TST1691) Transverse Load(Wind) HETI-01-1000 04/11/2002HETI(T5T1691) Transverse Load(Wind) HETI-01-1021 04/11/2002HETI(TST1691) Transverse Load(Wind) HETI-01-1023 04/11/2002HETI(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-5C13565.10.18 10/18/2018QAI(TST9808) Transverse Load(Wind) RJ0893-5 12/20/2010QAI(TST9808) Transverse Load(Wind) RJ0893-6 12/20/2010
QAI(TST9808) Transverse Load(Wind) R10893-9 12/20/2010QAI(TST9808) Transverse Load(Wind) RJ0893-10 12/20/2010
QAI(TST9808) Transverse Load(Wind) RJ0893-11 12/20/2010QAI(TST9808) Transverse Load(Wind) R10893-12 12/20/2010QAI(TST9808) Transverse Load(Wind) R12420-P 04/18/2013QAI(TST9808) Racking/Shear Load(E72) RJ6701P-5 02/09/ 2019QAI(TST9808) Racking/Shear Load(E72) R16701P-6 02/09/2019QAI(TST9808) Racking/Shear Load(E72) RJ6701P-1-R1 02/11/2019QAI(TST9808) Racking/Shear Load(E72) RJ6701P-2-R1 02/ 11/2019QAI(TST9808) Racking/Shear Load(E72) R16701P-3-R1 02/11/2019QAI(TST9808) Racking/Shear Load(E72) RJ6701P-4-R1 02/11/2019PLYCEMUSALLCQualityAssuranceDeclarationLetter02/01/2017QAI(QUA7628) Quality Assurance Inspection Report(NC) 07/ 09/2018QAI(QUA7628) Quality Assurance MXInspectionPReport( ) 09/14/2018QAI(QUA7628) Quality Assurance Florida BCIS Current
NEMO ETC,LLC
Evaluation Report 9915.06.16•R5CertificateofAuthorization#32455 7'"EDITION(2020)FBC NON-HVHZ EVALUATION FL20742-R5
Plycem USA LLC Revision 5: 10/14/2020
Page 2 of 4
NEMoIetc.
4. PRODUCT DESCRIPTION:
This Evaluation Report covers Allure" 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
Siding Type A,Grade 2 or 12 ft long
Smooth or textured
Lap Siding
ASTM C1186,
5 16
5%,6%,7%,8%or 9'/4-
Type A,Grade 2 inch wide x 12 ft long
Smooth or textured
Smooth or textured
ASTM C1186,Random Square Strait Edge
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 Vuft 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
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 HavingJurisdiction.
NEMO ETC,LLC
Evaluation Report 9915.06.16-R5CertificateofAuthorization#32455 7'EDITION(2020)FBC NON-HVHZ EVALUATION FL2074Z-R5
Plycem USA LLC Revision 5: 10/14/2020
Page 3 of 4
NEMO 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@gai.org
THE EIGHT(8)PAGE APPENDICES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
NEMO ETC,LLC
Evaluation Report 9915.06.16-R5CertificateofAuthorization#32455 7'"EDITION(2020)FBC NON-HVHZ EVALUATION FL20742-R5
Plycem USA LLC Revision 5: 10/14/2020
Page 4 of 4
NEMoIetc.
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND RESISTANCE
Table Type
Application Fastener Engage Page1Allure' Panel Siding Face Fastened
2A Framing 2Allura'' Lap Siding Blind Fastened
2B Framing 3Allura'"" Lap Siding Face Fastened Framing 32CAlluraTM
Lap Siding Blind Fastened
2D Sheathing 4Allura'"^Lap Siding Blind Fastened
2E Framing&Furring Strips 5Allura""Lap Siding Blind Fastened
3 Vertical Battens 5Allura""Shapes Siding Blind Fastened Framing 6Thefollowingnotesapplytothesystemsoutlinedherein:
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 fullthreadsformetalframing(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 it inch overlap. Position the fasteners%inch from thetopedgeofthesiding. Fasten 3/8 inch from butt ends. For installation over metal wall studs,a minimum of 1/2 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 MDPfortheselectedinstallationshallmeetorexceedthedesignwindpressurerequirementfortheprojectforeachpressurezone.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(Paid)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 VALUEMeanroofheight(ft) N/A h 30 ftUltimatewindspeed(mph)FBC 1609.3 Vuft VariousExposureCategoryFBC1609.4. 3 N/A B,C or DTopographicalfactorASCE7-16,Section 26.8.2 Kzt 1.0
Wind directionality factor ASCE 7-16,Section 26.6 Kd 0.85GroundelevationfactorASCE7-16,Table 26.9-1 Ke 1.0
Internal Pressure Coefficient ASCE 7-16,Table 26.13-1 GCpip 0.18(enclosed)
Defining project design parameters is the responsibility of the user,subject to acceptance by the Authority Having Jurisdiction.
NEMO ETC,LLC
Certificate of Authorization#32455
710 EDITION(2020)FBC NON-HVHZ EVALUATION Evaluation Report 9915.06.16-R5 for FL20742-R52019NEMOETC,LLC
Plycem USA LLC;(281)813-1260 Revision 5:10/14/2020
Appendix 1,Page 1 of 6
tikl-
NEMO I etc.TABLE 1: ALLURA'M PANEL SIDING
FACE FASTENED TO FRAMING
System Max. Substrate(Note 1)
Siding Attach Ultimate Wind Speed(mph)No. Width(in) MDP
Framing/Sheathing Max.Spacing Note 5)p g(in) Type Fasteners(Note 2) Spacing
IPsf)
P g Exposure B Exposure C Exposure DITWBuildexRock-
Min.20 ga.steel stud
On®Type S 2PWH 6-inch o.c.along1. 48 with nominal 5/8"16
Face fastened to panel edges;6-inch
framin HI-LU®CLC,9-15 x
plywood sheathing g o.c.along interior 38 162 137 1262/ (Part No.
2155500) framing
2x4 Spruce-Pine-Fur 6d common nails, 6-inch o.c.alongFacefastenedtomin.2"long x panel edges;6-inch
2. 48 with nominal 5/8" 16
plywood sheathing framing 0.113"shank dia. x o.c.along interior 38 162 137 126
0.265" head dia. framing
NEMO ETC,LLC
Certificate of Authorization#32455 71"
EDITION(2020)FBC NON-HVHZ EVALUATION Evaluation Report 9915.06.16-R5 for FL20742-R52019NEMOETC,LLC
Plycem USA LLC;(281)813-1260 Revision 5:10/14/2020
Appendix 1,Page 2 of 6
NEMO I etc.
TABLE 2A: ALLURATM LAP SIDING
BLIND FASTENED TO FRAMING
System Max. Substrate(Note 1) Siding Attach MDP Ultimate Wind Speed (mph)
No. Width(in)
psf)
Note 5)Framing/Sheathing Max.Spacing(in) Type FastenersNote 2 Exposure B Exposure C Exposure D
3. 8% Min. 20 ga.steel stud 16
Blind fastened to Min.#8 x 1 s/e inch long self-tapping screws
framing with a 0.375 inch dia.wafer head 22 123 N/A N/A
4. 8% 2x4 Spruce-Pine-Fur 16 Blind fastened to Ring shank roofing nails,min. 1'/<"long x
framing 0.120"shank dia.x 0.375"head dia. 23 126 107 N/A
2x4 Spruce-Pine-Fur
5. 7% with nominal 1/2" 16 Blind fastened to Ring shank roofing nails,min. 1'/."long x
plywood sheathing framing 0.120"shank dia,x 0.375"head dia, 27 137 116 106
6. 6% 2x4 Spruce-Pine-Fur 16
Blind fastened to Ring shank roofing nails,min.1%"long x
framing 0.120"shank dia.x 0.375"head dia. 36 158 133 123
7. 5% 2x4 Spruce-Pine-Fur 16
Blind fastened to Ring shank roofing nails,min. 1'/ long x
framing 0.120"shank dia.x 0.375" head dia. 38 162 137 126
TABLE 2B: ALLURA'' LAP SIDING
FACE FASTENED TO FRAMING
System Max.Substrate(Note 1) Siding Attach MDP Ultimate Wind Speed(mph)
No. Width(in)
psf)
Note 5)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®Type8. 9/
nominal 5/8"plywood sheathing
16
framingS-12 2PWH CLC,8 x 2Y" 46 178 151 139
Part No.2139500)
2x4 Spruce-Pine-Fur with nominal Face fastened to 8d common nails,min.2%"9. 9%
5/8"plywood sheathing
16
framing long x 0.134"shank dia.x 58 200 169 156
0.281"head dia.
NEMO ETC,LLC
Certificate of Authorization#32455 7111 EDITION(2020)FBC NON-HVHZ EVALUATION Evaluation Report 9915.06.16-R5 for FL20742-R5
2019 NEMO ETC,LLC Plycem USA LLC;(281)813-1260 Revision 5:10/14/2020
Appendix 1,Page 3 of 6
NEMO I etc.TABLE 2C: ALLURATM LAP SIDING
BLIND FASTENED TO SHEATHING
System Max. Ultimate Wind Speed(mph)
Substrate(Note 1)
Siding Attach
No. Width(in) Max.MDP Note 5)
Framing Sheathing Method Spacing psf)Spacing(in) Fasteners(Note 2)
inch O.C.)
Exposure B Exposure C Exposure D2x4
Ring shank roofing nails,10. 91/4 Spruce- 24
Min. 7/16- Blind fastened
Pine Fur inch OSB to sheathing
min. 1%"long x 0.120"shank 8 33 151 128die,x 0.375"head dia. 117
2x4
Ring shank roofing nails,11. 8% Spruce- 24
Min.7/16- Blind fastened
Pine Fur inch OSB to sheathing
min. 11/4"long x 0.120"shank 12 28 139 118dia.x 0.375"head dia. 108
2x4 Blind fastened
Min.7/16- to studs and to Ring shank roofing nails,12. 81/4 Spruce- 16
min.1%"longx 0.120"shank 8Pine-Fur inch OSB sheathing 38 162 137 126
between studs dia.x 0.375"head dia.
2x4
Ring shank roofing nails,13. 8'/o Spruce- 24
Min.7/16- Blind fastened
Pine-Fur inch OSB to sheathing
min.1'/<" long x 0.120"shank 8 41 169 142dia.x 0.375"head dia. 131
2x4
Ring shank roofing nails,14. 8Y< Spruce- 16
Min.7/16- Blind fastened
Pine-Fur inch OSB to sheathing
min. 11/4" long x 0.120" shank 6 56 197 166dia.x 0.375" head dia. 153
2x4 Blind fastened
Min15/32- to studs and to Ring shank roofing nails,15. 71/4 Spruce- 16
min. 1%"longx 0.120"shank 8Pine-Fur inch plywood sheathing 57 199 168 154
between studs dia.x 0.375"head dia.
I
NEMO ETC,LLC
Cer10201 ate of Authorizati #32455
7'"EDITION(2020)FBC NON-HVHZ EVALUATION Evaluation Report 9915.06.16-R5 for FL20742-R52019NEMOETC,LIC
Plycem USA LLC;(281)813-1260 Revision 5:10/14/2020
Appendix 1,Page 4 of 6
NEMO I etc.TABLE 2D: ALLURA'M LAP SIDING
BLIND FASTENED TO FRAMING&FURRING STRIPS
System Max. Substrate(Note 1)
Siding Attach Ultimate Wind Speed(mph)
No. Width(in) Max. MDP Note 5)
Framing Sheathing Furring Strips Method Fasteners(Note 2) Spacing (psf)Space(in)
Exposure B Exposure C Exposure Dincho.c.)
2x4
1x4-inch PT Blind Ring shank roofing16. 91/
4 Spruce- 24
Min.7/16-
nails,min. 1%." long xinchOSBfurringstrips, fastened to 12 21 121Pine-Fur 12-inch o.c. furring strips
0.120"shank dia, x N/A N/A
0.375"head dia.
nch PT Blind Ring shank roofing2x4
1x4-i
17. 9% Spruce 24
Min.7/16-
nails,min. 1%"long xinchOSBfurringstrips, fastened to 80.120"shank dia.xPine-Fur 8-inch o.c. furring strips
40 166 141 129
0.375"head dia.
TABLE 2E: ALLURAT" LAP SIDING
BLIND FASTENED TO VERTICAL BATTENS
Substrate(Note 1)
Siding Attach Ultimate Wind Speed(mph)
System
Max.
Width Note 5)Batten
MDPNo. (
in) Wall
Vertical Batten
Fastener
Battens Spacing Batten Fasteners
Spacing Method Fasteners(Note 2) Spacing (psf)
inch o.c.) inch o.c.)
Exposure B Exposure C Exposure Dincho.c.)
1x4-inch Y"diameter
CMU
PT threaded Blind Ring shank roofing18.7%Spruce-16 concrete anchor, fastened nails,1>' longxblockMax.12
Pine-Fir min.1'/<" to 0.120"shank dia.x
16 40 166 141 129
SPF) embedment battens 0.375"head dia.
1x4-inch
PT 34"diameter
threadedCMUSouthern
fastened nails,
1Blind
Ring shank roofing197Y
long xblockYellow
16 concrete anchor, Max.12
Pine min.1%" to 0.120"shank dia.x
16 52 190 160 147
embedmentSYP)
battens 0.375"head dia.
NEMO ETC,LLC
Evaluation Report
Certificate of Authorization#32455
7"'EDITION(2020)FBC NON-HVHZ EVALUATION 9915.0for FL20742-RS
5: 10/14/2020
52019NEMOETC,LLC
Plycem USA LLC;(281)813-1260 Revision
Appendix 1,Page 5 of 6
0 NEMO I etc.
TABLE 3: ALLURAT"SHAPES SIDING
BLIND FASTENED TO FRAMING
System Max. Substrate(Note 1) Siding Attach MDP Ultimate Wind Speed(mph)
No. Width(in)
psi
Note 5)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®Type20. 16 16 S-12 2PWH CLC,8 x 2%" 48 182 154nominal5/8"plywood sheathing framing 142
Part No.2139500)
21. 16
2x4 Spruce-Pine-Fur with nominal Blind fastened to 8d common nails,min.2%2"
5/8"plywood sheathing
16
framing long x 0.134"shank dia.x 48 182 154 142
0.281"head dia.
NEMO ETC,LLC
Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION
Evaluation Report 9915.06.16-R5 for
10/14/
2
202019NEMOETC,LLC Revision 5:10/ 14/ 2020PlycemUSALIC;1281)813-1260
Appendix 1,Page 6 of 6
NEMO I etc.
APPENDIX 2: ALLOWABLE SHEAR LOADS FOR PANEL SHEAR WALLS
Table Type Application Fastener Engage4AAllura'' Panel Siding Face Fastened
4B Wood FramingAIIuraTMPanelSidingFaceFastenedSteelFraming
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 ofthetwohighlightedred.
TABLE 4A: ALLURATM PANEL SIDING
FACE FASTENED TO WOOD FRAMING
Substrate
System Max.Siding Attach
No. Width(in) Framing/Sheathing Max.Spacing(in) Fasteners Spacing(inch o.c.) Ultimate Shear Load Allowable Shear Load
Panel Edges Interior Framing
Plf) plf)
1. 48 2X4 wood,Hem-Fir 16 6d common nails 6 6 541 1802. 48 2X4 wood,Hem-Fir 16 6d common nails 4 4 694 2313. 48 2X4 wood,Hem-Fir 24 6d common nails 6 6 490
207
4. 48 2X4 wood,Hem-Fir 24 6d common nails
4163
4 622 207
NEMO ETC,LLC
Certificate of Authorization#32455
71"EDITION(2020)FBC NON-HVHZ EVALUATION Evaluation Report 9915.06. 16-R5 for F1.20742-R52019NEMOETC,LLC
Plycem USA LLC;(281)813-1260 Revision 5:10/14/2020
Appendix 2,Page 1 of 2
MEMO I etc.
TABLE 4B: ALLURATM PANEL SIDING
FACE FASTENED TO STEEL FRAMING
Substrate Siding Attach
Panel Performance Performance at 1/8"NetSystemMax. Spacing(inch o.c.) DeflectionMax.No. Width(in) Framing/Sheathing Ultimate AllowableSpacing(in) Fasteners
Test Load Shear LoadPanelEdgesInteriorFramingShearLoadShearLoad
pif) pif)
Ibf) Pin
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
steel studs 729 243 2483 310cementboardscrews
Min.20 ga.steel x 8-18 x 1-5/8"Phillips Wafer6. 48 3.625 in.x 1.375 in. 24 Head w/Nibs self-drilling 6 6
steel studs 591 197 2500 313cementboardscrews
Min.20 ga.steel x
7. 48 3.625 in.x 1.375 in. 16 ET&F Fastening Systems:
steel studs Trimfast Pins AST-100
4 8 503 168 1117 140
Min. 20 ga.steel x
8. 48 3.625 in.x 1.375 in. 24 ET&F Fastening Systems:
steel studs Trimfast Pins AST-100
4 8 473 158 1067 133
NEMO ETC,LLC
Evaluation Report 9415.06.16-R5 forCertificateofAuthorization#32455 77M EDITION(2020)FBC NON-HVHZ EVALUATION
10/14/
2-RS
1D2019 NEMO ETC,LLC
Plycem USA LLC;(281)813-1260 Revision 5:10/14/2020
Appendix 2,Page 2 of 2