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HomeMy WebLinkAboutAPROVED Geib Siding NOAPlycem USA, LLC 1149 ABTco Road North Wilkesboro, NC 28697 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Allura Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. VERT/ LAP/ SHAPES/ SOFFIT, titled: "Fiber Cement Vertical Panel/ Lap Siding/ Shapes/ Soffit Installation Details", sheets 1 through 8 of 8, prepared by Plycem USA, LLC, dated 01/24/2002, with the last revision 2 dated 04/26/2018, signed and sealed by Robert Nieminen, P.E., bearing the Miami - Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, North Wilkesboro, NC, model/ series and the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding unit and per FBC 1709.10.2 and 1709.10.3 on soffit units. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises and renews NOA # 14-1022.03 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. F. �> NOA No. 18-0222.08 Expiration Date: April 24, 2023 Approval Date: June 21, 2018 Page 1 Plycem USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS "Submitted under NOA # 14-1022.03" L Drawing No. IOSBC00164B0000-E through IOSBC00164B0007-E, titled: Fiber Cement Panel/ Plank, Fiber Cement Random Square Shapes and Fiber Cement Soffit Installation Details Steel/ Wood Stud Construction", sheets 1 through 8 of 8, prepared by Plycem USA LLC, dated 01/24/2002, with the last revision E dated 01/19/2015, signed and sealed by Jose D. Mitrani, P.E. B. TESTS "Submitted under NOA # 02-0503.01 " Report Test Date Signature 1. AT-0142883.01 ASTM C1185 03/11/03 A. N. Reeves, P.E. 2. RT41168-98 ASTM C1185 02/27/02 B. I. Ogawa, P.E. 3. HETI 014056 TAS 202 08/27/01 H. M. Medina, P.E. 4. HETI 014058 TAS 202 08/28/01 H. M. Medina, P.E. 5. HETI 014 021 TAS 202 06/06/01 H. M. Medina, P.E. 6. HETI 014000 TAS 202 06/01/01 H. M. Medina, RE 7. HETI 014036 TAS 203 06/22/01 H. M. Medina, P.E. 8. HETI 014072 TAS 202 09/06/01 H. M. Medina, P.E. 9. HETI 014035 TAS 202 06/22/01 H. M. Medina, P.E. 10. HETI 014023 TAS 202 06/01/01 H. M. Medina, P.E. 11. HETI 014060 TAS 202 08/28/01 H. M. Medina, P.E. 12. HETI 014 022 TAS 203 06/01/01 H. M. Medina, P.E. 13. HETI 014024 TAS 203 06/01/01 H. M. Medina, P.E. 14. HETI 014033 TAS 203 06/14/01 H. M. Medina, P.E. 15. HETI 014057 TAS 203 08/27/01 H. M. Medina, P.E. 16. HETI 014059 TAS 203 08/29/01 H. M. Medina, P.E. 17. HETI 014061 TAS 203 08/28/01 H. M. Medina, P.E. 18. HETI 014073 TAS 203 09/06/01 H. M. Medina, P.E. C. CALCULATIONS "Submitted under NOA # 08-0213.05" 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 04/11/2008, prepared, signed and sealed by Jose D. Mitrani, P.E. "Submitted under NOA # 024503.01 " 2. Fasteners calculations prepared by Jose D. Mitrani, sheets 1 through 19, signed and sealed by Jose D. Mitrani, P.E. Carlos M. 'CTtrera, P.E. Product Control Examiner NOA No. 18-0222.08 Expiration Date: April 24, 2023 Approval Date: June 21, 2018 E-1 Plycem USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA # 14-1022.03" 1. Bill of sale dated 02/01/2014. "Submitted under NOA # 11-1014.08" 2. Statement letter of code conformance to 2007 and 2010 FBC (including ASTM C1186, Type A) issued by Jose D. Mitrani, P.E., dated 12/11/2011, signed and sealed by Jose D. Mitrani, P.E. "Submitted under NOA # 08-0213.05" 3. No financial interest letter issued by Jose D. Mitrani, P.E., dated 04/11/2008, signed and sealed by Jose D. Mitrani, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0222.08 Expiration Date: April 24, 2023 Approval Date: June 21, 2018 E-2 Plycem USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. VERT/ Lap/ Shapes/ Soffit, titled: "Fiber Cement Vertical Panel/ Lap Siding/ Shapes/ Soffit Installation Details", sheets 1 through 8 of 8, prepared by Plycem USA, LLC, dated 01/24/2002, with the last revision 2 dated 04/26/2018, signed and sealed by Robert Nieminen, P.E. B. TESTS 1. None. C. CALCULATIONS L Anchor calculations prepared by Nemo etc., dated 04/26/2018, signed and sealed by Robert Nieminen, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interests and of code conformance toedition (2017) FBC, issued by Nemo etc., dated 04/25/2018, signed and sealed by Robert Nieminen, P. E. 2. Laboratory testing contract letter issued by QAI Laboratories, dated 03/13/2018, signed by Michael Brunk. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0222.08 Expiration Date: April 24, 2023 Approval Date: June 21, 2018 E-3 48" 120" 3 Studs @ 16" o.C. TNote: Plywood Fasteners not shown for clarity I II � it I II II II II I II II I I II II If II 11 I I°I I°I I I 11 IL ITW Buildex 5-12 #8 x 1-5/8" x 0.315" HD corrosion resistant ribbed bugle screws spaced 6" o.c. around the perimeter of the panel and intermediate vertical studs (Typ.) �" CDX Grade Plywood Sheathing Mechanically Fastened To Studs with #Sx1 4." Rock —on SDS Fasteners (By Others) Minimum Edge Distance Screws @ 6" o.c. (Typ.) 2" Minimum Corner Distance 2" Minimum from Gorner SEE DETAIL A A - 3-5i13"x 1—�'x0.031 " Weatherproofing 20 Gage Steel Studs Per 14042 Of F.B.C. ITW Buildex S-12 #8 x 1-5/8" x 0.315" HD Acorrosion resistant ribbed bugle screws llura Fiber Cement Panel DETAIL A spaced 6" o.c. around the perimeter of the panel and intermediate vertical studs General Notes 1 • Wall receiving Fiber Cement Panels shall be checked for structural adequacy (By Others) 2. Walls shall be weather proofed as described in section 1404.2. of the F.B.C. Product Description Allura panel material is a non —asbestos fiber Cement product tested In accordance with ASTM C-1185 and meeting the requirements of the Florida Building Code Dimensions Width Length Thickness 48" 8119%10' 6" Grade Design Pressure Rating ywood Sheathing Installation on: Design Pressure: echanically Fasted Steel Studs —89 PSF Studs Impact Resistont—Panels installed over plywood sheathing atherproofing 1404.2. F.B.C. 20 Gage Steel Studs era Fiber cement Panel SECTION B-B Installation Notes 1. All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations and the requirements of the Florida Building Code. 2. Metal studs on, to which Allura Fiber Cement Panels will be installed shall be designed by a Registered Professional Engineer or Licensed Architect per the F.B.C. and the requirements of this N.O.A. i 3. Panels are to be installed vertically, ovoidingi horizontal ts, over %" CDX grade APA rated plywood supported by 20 gage x3—%"x1—%" steel studs spaced a maximum of 16" o.c. 4. Allura fiber cement panels shall be fastenedwith ITW Buildex S-12 #8 x 1-5/8" x 0.315 HD corrosion resistant ribbed bugle screws. 5. Fasteners shall be placed 6" o.c. around the perimeter of the panel and intermediate vertical studs, driven through the plywood sheathing into the studs. All joints shall be over studs and screws shalI have a minimum edge distance of �4" and minimum clearance of 2" from the corners. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0222.08 Expiration D to 04/24/2023 By Miami-Da`de Product Control N EMOletc. fNGINEE0.IEVALUATE I TEST I CONSULT I CERTIFY 353 Christian Street, Unit#13 Oxford, CT 06478 TEL: 203 262 9245 FAX 203 262 9243 WWW.NEMOETC.COM Drawn by: L Cadena P-E Review �MINE/V /!i� �e�Q�GF'NSEo0 0 L of �. C7 O • ``4. 0 _ . �P .e 1�all�ra 15055 Wood ham Drive Houston, Texas 77073 Steve Phelps Allura Plant Engineer 1149 ABTco Road Wilkesboro NC 28659 Rev Description Date 0 I 2017 FBC 04.24. [ 8 02 HETk0I-105 .04.26.18 FIBER CEMENT VERTICAL PANEL INSTALLATION DETAILS STEEL STUD CONSTRUCTfON Dnwin& Sheet: VERT-1 �to4/2612018 1 Of 8 Smle fee NONE 48" 120" 96" Note: Plywood Fasteners not shown for clarity Studs @ 16" o.c. Minimum B "--Vertical Direction Edge Distance 6dx2" long galvanized common wire nails spaced 6" o.c. around the perimeter of the panel and intermediate vertical studs (TVD.) V CDX Grade P Sheathing Mechani Fastened To Stud: #8x1 Y4" Rock -on Fasteners.(By Oth Weatherproofing Per 1404.2 Of F.I Allura Fiber Cement Panel f�eneral Notes DETAIL A Nails @ 6" o.c. (Typ.) 2" Minimum Corner Distance 2" Minimum from Corner Product Description Ahura panel material is a non —asbestos fiber Cement product tested In accordance with ASTM C-1185 and meeting the requirements of the Florida Building Code SEE DETAIL A ADimensions Width Length Thickness 48" 8',9',10, Is" 2x6 Wood Studs with. a Specific Gravity of 0.55 or More 6dx2" Long Galvanized Common Wire Nails spaced 6" o.c. around the perimeter of the panel and Intermediate vertical studs 1. Wall receiving Fiber Cement Panels shall be checked for structural adequacy (By Others) Z. Wails shall be weather proofed as described in section 1404.2. of the F.B.C. j Design Pressure Ratina CDX Grode Design Pressure: / Plywood Sheathing Installation on: 9 Mechanically Fastened Wood Studs —76 PSF To Studs Impact Resistant —Panels installed over �" plywood sheathing Installation Notes 1. All installation shall be done in conformance with Weatherproofing this Notice of Acceptance, the manufacturer's installation a am Per 1404.2 Of F.B.C. recommendations and the requirements of the i Florida Building .Code. 2. Wood studs on to which Allura Fiber Cement Panels will be Installed shall be designed by a Registered Professional i 2x6 Wood Studs Engineer or Licensed Architect per the F.B.C. and the l requirements of this N.O.A. 1 Allura Fiber 3. Panels are to be installed vertically, avoiding horizontal Cement Panel joints, over CDX grade APA rated plywood supported by 2x6 wood studs with a specific gravity of 0.55 or more spaced B—B a maximum of 16" o.c. " 4. Allura fiber cement Panels shall be fastened with 6dx2 long galvanized common wire- nails. . 5. Fasteners shall be placed 6" o.c. around the perimeter of the panel and intermediate vertical studs, driven through the plywood sheathing into the studs. All joints shall be over studs and nails shall have a minimum edge distance of Y4" and 'minimum clearance of 2" from the corners. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0222.0B Expiration ate 04/24/2023 ey Miami—Dide Product Control N EMO letc. ENGINEER�EVALUATE I TEST I CONSULT ICERTIFY 353 Christian Street, Unit#13 Oxford, CT 06478 TEL• 203 262 4245 FAX: 203 2b2 9243 WWW.NEMOEMCOM Drawn'by: L. Cadena P.E. Review 1�allura Ply°sm USA LLC. 15055 Woodham Drive Houston, Texas 77073 Steve Phelps Allura Plant Engineer 1149 ABTco Road Wilkesboro C 28659 Rev # Description Date O1 2017 FBC 04.24.18 IN Tt�e: F{BER CEMENT VERTICAL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION °ivnig Sheet VERT-2 r D8C04/24R016 L OI Sale NONE IN Tt�e: F{BER CEMENT VERTICAL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION °ivnig Sheet VERT-2 r D8C04/24R016 L OI Sale NONE B A120" sheathing into the studs (typ) 5.g" CDX Grade Plywood Sheathing Mechanically Fastened To Studs with #8x1 Y4" Rock -on SDS .Fasteners Weatherproofing Per 1404.2 Of F.B.C. Allura Fiber Cement Lap. Siding General Notes 20 Gage Steel Studs iITW Buildex S-12 #8 x 2-1/4" x 0.315" HD corrosion resistant ribbed bugle screws D ETAI L A fastened in the overlapping area < or=8" o.c9 vertically and 16" o.c. through the plywood sheathing into the studs 1. Wall receiving Fiber Cement Lap Siding shall be checked for structural adequacy (By Others) 2.. Walls shall be weather proofed as ,described in section 1404.2 of the F.B.C. 1 Product Description Allura panel material is a non -asbestos fiber Cement product tested In accordance with ASTM C-1185 and meeting the requirements of the, S E E D ETAI L A Florida Building Code Dimensions Width Length Thickness < 94 12' Vie" �" CDX Grade Plywood Sheathing Design Pressure Rating Mechanically Fastened Installation: Design Pressure: To Studs —67. PSF Impact Resistant —Planks installed over plywood sheathing Install.otion Notes All installation shall be done in conformance with Weatherproofing this Notice of Acceptance, the manufacturer's installation Per 1404.2. recommendations and the requirements of the Of F.B.C. Florida Building Code, 2. Metal studs on to which Allura Fiber Cement Lap Siding will ,20 Gage be installed shall be designed by a Registered Professional Steel Studs Engineer or Licensed Architect per the F.B.C. and the requirements of this N.O.A. A(IUra Fiber 3. Lap Siding are to be installed horizontally commencing from the C ent La Siding bottom course of a wall with 1 Y4" wide laps at the top of the p g plank. The vertical joints must be over framing members. SECTION B-B Optional PVC butt joint inserts are used for on -stud jointing. 4. Lap Siding are to be installed over %" CDX grade APA rated plywood supported by 20 gage x3-Vx1-3V steel studs spaced a maximum of 16" o.c. 5. Allura Fiber Cement Lap Siding shall be fastened through the overlapping planks with ITW Buildex S-12 #8 x 2-1 /4" x 0.315" HD ribbed bugle screws. 6. The fasteners shall be placed in the overlapping area < 8" o.c. vertically and 16" o.c. horizontally through the, plywood sheathing into the studs. Screws . shall have a minimum edge distance of 3/4" PRODUCT REVISED as complying with the Florida Building Code NOA-No. 9 8-0222_111R Expiration Date 04/24/2023 Miami- aide Product Control N EM O letc. ENGINEERIEVALUATEI TEST I CONSULT I CERTIFY 353 Christian Street, Unit#13 Oxford, CT 06478 TEI.: 203 262 9245 FAX 203 262 9243 WWW.NEMOETC.COM by. L Cadena P.E Review ��a��ii a rrrrii NIEA4/ '',*,. s ;o��Q:•GENSF'•F�Y'% Q:• N 59A 6 '• :u pF : tt E R �O0 C) allura Plycam USA LLC. 15055 Woodham Drive Houston, Texas 77073 Steve Phelps Allura Plant Engineer 1149 ABTco Road Wilkesboro NC 28659 Rev # Description Date 01 2017 FBC 04.24.18 FIBER CEMENT LAP SIDING INSTALLATION DETAILS STEEL STUD CONSTRUCTION (FACE FASTEN) Dawing Sheet: LAP- I 04/24/20I8 3 Of 8 sue.: NONE 48" Sdx2 �" long galvanized common wire nails fastened in the overlapping area < or = 8" o.c. vertically and 16" o.c. through the plywood sheathing into the studs (typ.) �" CDX Grade Plywood Sheathing Mechanically Fastened To Studs with #8x1 Ya" Rock —on SDS Fasteners (By Others) Weatherproofing Per 1404.2 Of F.B.C. Cement Lap Siding Allura Fiber General Notes 120" Studs @ 16" DETAIL A SEE DETAIL A A Plywood Fasteners not shown for clarity CDX Grade PI wood Sheathing Mechanically Fastened To% Studs i Weatherproofing Jer 1404.2. Of F.B.C. 2x6 Wood Studs ,Ilurp Fiber ement Lap Siding SECTIOW B-B Minimum Distance 2x6 Wood Studs with a Specific Gravity of 0.55 8dx2—)�" Long galvanized common wire nails fastened in the overlapping area < or = 8" o.c. vertically and 16" o.ce through the plywood sheathing into the studs (typ.) 1. Wall receiving Fiber Cement Lap Siding shall be checked for structural adequacy (By Others) 2. Walls shall be weather proofed os described in section 1404.2. of the F.B.C. t C NEMOletc. ENGINEER[ EVALUATE I Tyr I CONSULT I CERTIFY Product. Descri tlOn 353 Christian street, Unit#13 1' Oxford, CT 06478 Allura panel material is a non —asbestos fiber Cement product tested In accordance with ASTTEL: 203 262 9245 C-1 185 and meeting the requirements of the FAX 203 262 9243 Florida Building Code IWWW.NEMOETC.COM Dimensions Width Length <9 Ya" 12' t ThicSk�ness �7 6" besign Pressure Rating Installation: Design Pressure: Wood Studs —115 PSF Impact Resistant —Planks installed over �'e" plywood sheathing Install ation Notes 1. All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations and the requirements of the Florida Building Code. 2. Wood studs on to which Allura Fiber Cement .Lap Siding will be installed shall be designed by a Registered Professions( Engineer or Licensed Architect per the F.B.C.'and the. requirements of this N.O.A. 3. Lap Siding are to be installed horizontally commencing from the bottom course of a wall with 1 Y4" wide laps at the top of the' plank. The vertical joints must be over framing members. o Optional PVC butt joint inserts are used for ,n—stud jointing. 4. Lap Siding are to be installed over %" CDX grade APA rated plywood supported by 2x6 Wood studs with a specific gravity of 0.55 or more spaced a maximum of 16"; o.c. 5. Allura Fiber Cement Lap Siding shall be fastened through the overlapping planks with 8dx2 2" long galvanized common wire nails. 6. The fasteners -shall be placed in the overlapping area < 8" o.c. vertically and 16" o.c. horizontally through the plywood sheathing into the studs. Screws shall have a minimum edge distance of 3/4" PRODUCT REVISED as complying with the Florida Building Code NOA—No. 18-0222.08 Expiration � e 04/24/2023 y �.. Miami -Da _ Product Control Drawn L Cadena P.E. Review I EM/N 41! if cc IL dF : W ��. SATE •,� O R.••��•�44* ;. 1allura Plycern USA LIC. 15055 Wood ham Drive Houston, Texas 77073 Steve Phelps Allura Plant Engineer 1149 ABTco Road Wilkesboro NC 28659 Rev # Description Date 01 2017 FBC 04.24. ( 8 Title: FIBER CEMENT LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION (FACE FASTEN) onw,"g Sheet LAP-2 018 4 Of S Smle: NONE 48" {TW Buildex S-12 .#8 x2 Y4"x0:315" HD corrosion resistant ribbed bugle screws fastened in the overlapping area above the top Df the keyway and 16" o.c. horizontally through the plywood sheathing into the studs. Fasteners vertical spacing not to exceed 8"_c• 5/8" CDX Grade Plywood Sheathing Mechanically Fastened To Studs with #8x1AY4" Rock —on SDS Fasteners (By Others) Weatherproofing Per 1404.2 Of. F.B.C. Allura Fiber Cement Shapes General Notes Studs Fasteners not shown for clarity 20 Gage Steel Studs ft SEE DETAIL A �" CDX Grade Plywood Sheathing Mechanically Fastened To Studs Product Description Allura .random square material is a non —asbestos Fiber Cement product tested In accordance with ASTM C-1185 and meeting the requirements of the Florida Building Code Dimensions Width Length Thickness S 16" 4' 5(6" Design Pressure Ratina Installation on: Design Pressure: Steel Studs —67 PSF Impact Resistant —Planks installed over plywood sheathing Installation Notes ;dtherproofing 1. All installation shall be done in conformance with r 1404.2 this Notice of Acceptance, the manufacturer's installation F.B.C. recommendations and the requirements of the Florida Building Code. 20 Gage 2. Metal studs on to which Allura Fiber Cement Random Steel Studs Square Shapes will be installed shall be designed by a ara Fiber Registered Professional Engineer or Licensed Architect ment Shapes per the F.B.C. and the requirements of this N.O.A. S ECT(0 N B - B ITW Buildex S-12 #8 x2—Ya"x0.315" HD corrosion resistant ribbed .bugle screws fastened in the overlapping above the top of the keyway and 16" o.c. horizontally through D ETAI L A the plywood sheathing into the studs 1. Wall receiving Fiber Cement Random Square Shapes shall be checked for structural adequacy (By Others) Z. Walls shall be weather proofed as described in section 1404.2. of the F.B.C. 3. Shapes are to be installed horizontally commencing from the bottom course of a wall. The vertical joints must be over framing members. Overlap dimension is 4. Shapes are to be installed over �" CDX grade APA rated plywood supported by 20 gage x 3-%"x1-%" stee studs spaced a maximum of 16" o.c. 5. Allura Fiber Cement Shapes shall be fastened through the overlapping planks with ITW Buildex S-12 #8 x2 X%0.315" HD corrosion resistant ribbed bugle 6. The fasteners shall be placed in the overlapping area above top of the keyway and 16" o.c. horizontally through the plyv sheathing into the studs. Screws shall have a minimum edge distance of 1'4". Vertical spacing not to. exceed 8" o.c. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0222.08 Expiration Date 04/24/2023 Miam D Product Control NEMOletc. ENOINEER�EVALUgTE I TEST I CONSULT I CERTIFY 353 Christian Street, Unit#13 Oxford, CT 06478 TEL: 203 262 9245 FAX: 203 262 9243 WWW.NEMOETC.COM Drawn L Cadena P.E Review 1�►allura Plycom USA LLC. 15055 Woodham Drive Houston, Texas 77073 Steve Phelps A{iura Plant Engineer 1149 ABTco Road Wilkesboro NC 28659 Rev Description Date 01 2017 FBC 04.24.18 rTitle: FIBER CEMENT SHAPES INSTALLATION DETAILS STEEL STUD CONSTRUCTION SHAPES- I Datc 04/24/2018 5 O NONE 48" 8dx2 Yz" long galvanized common wire nails fastened in the overlapping area above the top of the keyway and 16" o.c. horizontally through the plywood sheathing into the studs. Fastener vertical spacing not to exceed 8" o.c. CDX Grade Plywood Sheathing Mechanically Fastened To Studs with #8x1 Y4" Rock —on SIDS Fasteners (By Others) Studs © 16" Plywood Fasteners not shown for clarity IVIII III I IL/I I I VVI I I�..t ✓IJ IIJI ITV 2x6 Wood Studs with a Specific Gravity of 0.55 or More SEE DETAIL A A �fi" CDX Grade Plywood Sheathing Mechanically Fastened To Studs aatherproofing r 1404.2 F.B.C. 2x6 Wood Studs ura Fiber ment Shapes 1 SECTION B-Q I Weatherproofing Per 1404.2 8dx2 7�" long galvanized common wire Of F.B.C. nails fastened in the overlapping above the top of the keyway and 16" o.c. Allura Fiber Cement Shapes horizontally through the plywood sheathing DETAIL A into the studs General Notes 1. Wall receiving Fiber Cement Random Square Shapes shall be checked for structural adequacy (By Others) 2. Walls shall be weather proofed as described in section 1404.2. of the F.B.C. Product Description Altura random square material is a non -asbestos Fiber Cement product tested In accordance with ASTM C-1185 and meeting the requirements of the Florida Building Code Dimensions . Width Length Thickness S 16 4' N6" Design Pressure Rating Installation on: Design Pressure: Wood Impact Studs -95 PSF Resistant -Planks installed over plywood sheathing Installation Notes 1. All installation shall be done in conformance with this Notice of Acceptance, the manufacturers installation recommendations and the requirements of the Florida Building Code. 2. Wood studs on to which Allura Fiber Cement Random Square Shapes will be installed shall be designed by a Registered Professional Engineer or Licensed Architect per the F.B.C. and the requirements of this N.O.A. 3. Shapes are to be installed horizontally commencing from the bottom course of a wall. The vertical ts must be over framing members. Overall dimension is 9". 4- Shapes are to be installed over %" CDX grade APA rated plywood supported by 2x6 wood studs with a specific gravity of 0.55 or more spaced a maximum of 16" o.c. 5. Shapes shall be fastened through the overlapping planks with 8dx2 X" galvanized common wire nails. 6. The fasteners shall be placed in the overlapping area above the top of the keyway and 16" o.c. horizontally through the plywood sheathing into the studs. Screws shall have a minimum edge distance of �". Vertical spacing not to exceed 8" o.c. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0222.OS Expiration a 04/2412023 By Miami -Dads Product Control N EMOIetc. ENGINEER�EVALUATE I TEST I CONSULT [CERTIFY 353 Christian Street, Unit#13 Oxford, CT 06478 TEL: 203 262 9245 FAX 203 262 9243 WWW.NEMOEMCOM Drawn L Cadena P.E. Review Int Iallura Plycam USA LLC. 15055 Wood ham Drive Houston, Texas 77073 Steve Phelps Altura Plant Engineer 1 149 ABTco Road Wilkesboro NC 28659 Rev _ Description Date 01 2017 FBC 04.24.18 Title: FIBER CEMENT SHAPES INSTALLATION DETAILS WOOD STUD CONSTRUCTION SHAPES-2 r 04/24/2018 6 O1 0 Sale NONE 48" 120" B ~—I 'r- -' Studs � 16" o.c. II II II II II II II 1 I�I I�I I I 1 I I I 0 0 0 0 �, 3/4" Minimum B Edge Distance ITW Buildex S-12 #8x1—Y4"x0.315" HD corrosion resistant ribbed bugle screws placed 4" o.c. around the perir--�__ _r .L... soffit and intermediate Al (u ra Fiber Cement Soff General Notes DETAIL A Screws C� 4" o.c. (Typ.) 2" Minimum Corner Distance Product Description Allura Soffit material is a non—asbestds fiber Cement product tested In accordance with. ASTM C-1185 and meeting the requirements of the Florida Building Code A SEE DETAI L A Soffit. Dimensions Width Length Thickness B---� < 24" 12' � s" ITW Buildex S-12 #8x1 Ya"x0.315" HD corrosion resistant ribbed bugle screws placed 4" o.c..around the .perimeter of the soffit and intermediate studs. ..-5i�"x 1—�"x.031 " 20 Gage Steel Studs 1. Studs receiving Fiber Cement Soffit shall be checked for structural adequacy (By Others) Design Pressure Ratinq Installation in: Design Pressure: Steel Studs —70 PSF I Installation Notes 1. All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations and the requirements of the Florida Building Code.. 2. Metal studs on to which Allura Fiber Cement Soffit will• be Installed shall be designed by. a Registered Professional � 20 Gage Engineer or Licensed Architect per the F.B.C. and the Steel Studs requirements of this N.O.A. Allura Fiber 3- Soffits. are to be installed over 20 gaga x3—�"x1—�" Cement Soffit steel studs spaced a maximum, of 16' o.c. 4. Allura Fiber Cement Soffit shall be fastened with ITW Buildex S-12 #8x1 Ya"x0.315" HD corrosion resistant ribbed bugle screws. 5. Fasteners shall be placed 4" o.c. around the perimeter of thee... panel and intermediate studs. A(I joints shall be over studs. screws shall have a minimum edge distance of 3/4" and' minimum clearance of 2" from the corners. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0222.08 Expiration D to 04/24/2023 gy � w� - Miami -Dads Product Control N EMOletc. ENGINEER � EVALUATE � Tk3T� CONSULTS CERTI% 353 Christian Street, Unit#I3 Oxford, CT 06476 TEL: 203 262 9245 FAX: 203 262 9243 VWVW.NEMOETC.COM Drawn by. L Cadena P.E. Review ``�yttu>!iltes���� `�0, � 6 4'. Na `'g1 •� '� TE pF :L ''o' g�P Q.;'Z .� � .. O •���' L O R � C? , 1�►allura Plyc�m USA LLC. 15055 Woodham Drive Houston, Texas 77073 Steve Phelps Allura Plant Engineer I I49 ABTco Road Wilkesboro NC 28659 Rev Description Date OI 2017 FBC 04.24.18 Title: FIBER CEMENT SOFFIT INSTALLATION DETAILS STEEL STUD CONSTRUCTION °rawing Sheet: SOFFIT-1 p �04/24/2018 7 Of 8 snlc NONE 48" � 20" Studs 16" o.c. I II I it ll II II II II I I°I I°I II N II lal--iL_11- 1 3/4" Minimum B Edge Distance Nails © 4" o.c. (Typ.) 6dx2° long galvanized common wire nails placed 4" o.c. around the perimeter of the soffit and intermediate st Allura Fiber Cement Soffit General Notes DETAIL A 2Minimum Corner Distance " A SEE DETAIL A 6dx2" long galvanized common wire nails placed 4" o.c. around the perimeter of the soffit and intermediate studs. _.:6 Wood Studs with a Specific Gravity of 0.55 or More 1 • Studs receiving Fiber. Cement Soffit shalt be checked for structural adequacy (By Others) i Wood Studs Allura Fiber Cement Soffit Product Description Allura Soffit material is a non -asbestos fiber Cement product tested In accordance with ASTM C-1.185 and meeting the requirements of the Florida Building Code Soffit Dimensions I Width Length Thickness < 24" 12Wj 6" Design Pressure Rating, Installation on: Design Pressure: Wood Studs —70 PSF Installation Notes 1. All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations and the requirements of the Florida Building Code, 2. Wood studs on to which Allura Fiber Cement Soffit will be installed shall be designed by a Registered Professional Engineer or Licensed Architect per the F.B.C. and the requirements of this N.O.A. 3. Soffits are to be installed .over 2x6 wood studs with a specific gravity of 0.55 or more spaced a maximum of 16" o.c. 4. Allura Fiber Cement Soffit shall be fastened with 6dx2" long galvanized common wire nails. 5: Fasteners shall be placed 4" o.c. around the perimeter of the panel and intermediate studs. All joints shall be over studs. screws shall have a minimum edge, distance of 3/4 and mum clearance of 2" from the corners.. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0222.08 Expiration D 04/24/2023 By Miami-D4dProduct Control _ NEMOIetc. ENGINEER EVALUATE j TEST I CONSULT I CERTIFY 353 Christian Street, Unit#l3 Oxford, CT 06478 TEL: 203 262 9245 FAX: 203 262 9243 WWW.NEMOETC.COM Drawn by: L Cadena A.E. Review jjN `��O��P•G E N S , as �����• l �; No 591 6 oo cc w -O ST TE DF Z : et Iallura %ycem USA LLC. 15055 Woodham Drive Houston, Texas 77073 Steve Phelps Allura Plant Engineer C149 ABTco Road Wilkesboro NC 28659 Rev # Description Date 01 2017 FBC 04.24.18 e: DETAILS FIBER CEMENT SOFFIT INSTALLATION WOOD STUD CONSTRUCTION Drawing. Sheet: SOFFIT-2 °ato4/24/201 s 8 Of 8 smite NONE MEMO e: DETAILS FIBER CEMENT SOFFIT INSTALLATION WOOD STUD CONSTRUCTION Drawing. Sheet: SOFFIT-2 °ato4/24/201 s 8 Of 8 smite NONE MEMO