Loading...
875 Beach Ave re-roof permit �SS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 REROOF SHINGLE - MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RERF18-0062 Description: replace existing roof FL prod code 10124.1, 16568.Rl Estimated Value: 13500 Issue Date: 3/9/2018 Expiration Date: 9/5/2018 PROPERTY ADDRESS: Address: 875 BEACH AVE RE Number: 1703320000 PROPERTY OWNER: Name: GRAND WALTER ET AL Address: 875 BEACH AVE JACKSONVILLE, FIL 32233-5415 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: Sky High Roofing LLC Address: 7424 Scarlet Ibis Lane Jacksonville, FL 32256 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. Building Permit Application Updated 12/8/17 City of Atlantic Beach 8GO Seminole Road,AIlantic Beach,Fl.32233 Phone:(904)247-5826 Fax:(9G4)247-5945 JobAddress: '6'75 13C-01C44 4U6 C_ B"CM Permit Number; O(L Legal Description 2_5-062 1&2-s-2-167 c(u s 14 luoie j_o-i- i c) RE# 0000 Valuation of Work(Replacement Cost)$ 1 '3.1!5CV Heated/Cooled 5F Non-Heated/Cooled * Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door * Use of existing/proposed structure(s) (Circle one): Commercial E��9� * If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A 0 Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: G—g-AOU& IF R_e'Ploa r pj%H e- A L V-&-AJa',I -P,0,0 A PU L-W Cc D 6 Florida Product Approval# W C>12-Ll for multiple products use product approval form Prooertv Owner Information �_� 0 Name: Address: FL_ zip -A, o4' OEL'�Vlikr_ —State Phone E-Mail Owner or Agent(if Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: _SACY WSI-, R-OOE-er Qualifying Agent: MAoeco A- Address 71404 SCAVcS27 _TJ�ZS lAe)C- city t�Csta te Fc-- zip 3225,6 OffirePhone C901cj ) g;2,C7 Job Site/Contact Number 00-0 C2Z�7 State Certif ication/Registration#CX C 1 -3-4 L 0 8 1 E-Mail _S k-V k;�k P-00P-V'%!� L�i_c_ fr'4�I -C-041111101 Architect Name&Phone# Engineer's Name& Phone# Workers Compensation ExerAPt/;nsurer/Lease Employees/Expiration 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 regulationg 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 aaencies. 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 7AN A;TTORNE�7r'BEFIDI E RECORDING YOUR NQTt)CE OF CO ENCEMENT. of Owner or Agent) (SIg'Kature of Contractor) finc!udinz contractorl Signed and sworn to(or affirmed)before me this S+_ day of Signed a nd sworn to(or affirmed)before me this_1�>_day of lljge&�J by LJ,4 J�W b7p,.� k 6 e 0-- to 15 by H,44,0 6iJC((",0 A61,41 Ll� /-i� �A `kfiffgnatur(�N�or_y� (Signature of Notary) 4perwndiiy Known OR JEFMEY M.SPERBER L I�ersonally Known OR N01111111rY Public,State of New York L ANA SANTAMARIA Produced identification [�f Produced identification No.02SP5017682 Type of identification; C-111-N-0-ed In Waski ii�3tei em Type of identification, 4ISSION#GG091 019 EXPRES April 06,2021 CammWok3n E*wu cxt 27, - k�Z4 . _. ...... —.7 77_v;lu� �t liz 106 4unoo ism4oli.)i uo0"luc0,._' Lq powma, 389L Wgdago mN WOA MON X MS!Olmllj"Ir 83683dS'W.A jpgw, m.J x�,un,* %104RO -19 SiNk .jo,*jvp.p,tp.wq Guo�;j;qvp dx*aq)!UOLUDOPOWWOC!jo.0P 10 v -.6N i6o SUO44 Ow": (q c lapDow �fz -406 114 U! I I PP BE U I x N 7 �ON GrUOqd 71� "Op a,6 wo, 044AUbuffi WwRw .4 MAW,vqsjal.I--ARRN -ON Y ON MIN& a* u low ij6ifj*,&jw[b. V-1008, ummmld* pug dwtt4 'ON, 19 vouc _4 00Y "l�7T -10,0 L -U SS&OPY. PJR4 f 77t t �op - w-q Wj.PUj#0 41R&d�jo SW aia bT wspp -0 411M Opuspi6pov, )at '04;IQ Est Jim WMAU aus, iLpoq A*Oijl�wo4m:q ION"v,#lRo. . AMR30,9MR00 20 10M EXTERIOR RESEARCH& DESIGN, LLC. Certificate of Authorization#9503 353 CHRISTIAN STREET,UNIT#13 TRINI-r*N-*' ERD OXFORD,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT GAF Evaluation Report 01506.01.08-1121 1 Campus Drive FL10124-R19 Parsippany,NJ 07054 Date of Issuance:01/03/2008 Revision 21:08/26/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the S'h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: 71,e facsimile seai appearing was authorized by Robert Nwrtimen, Robert J.M.Nieminen, P.E. ...... P,E on 09126/2016.This does hot seive as an e*ctronically signed Florida Registration No.59166,Florida DCA ANE1983 document Signed,sealed hardcopws h—been vansmated to the Product Apprmal Administratof and to the ru�rhed client CERTIFICATION OF INDEPENDENCE: 1. TrinityIERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E.does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E.does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose, TRINITY ERD ROOFING SYSTEms EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4,R905.2.3 Physical Properties ASTM D1970 2009 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.71,R905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.71,R905.2.6.1 Wind Resistance TAS107 1995 3. REFERENCES: guifty Examination Reference Date GAF(PDM 1915) Letter of Equivalency Seal-A-Ridge Impact Resistant IR 01/13/2012 PRI(TST 5878) Physical Properties GAF-025-02-01 03/27/2002 PRI(TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI(TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 PRI(TST 5878) Physical Properties GAF-324-02-01 12/01/2011 PRI(TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 LIL(TST 1740) ASTM D3462 93NK6295 11/29/1993 UL(TST 1740) ASTM D3462 99NK43835 01/12/2000 UL(TST 1740) TAS107 94NK9632 03/29/2000 UL(TST 1740) ASTM D3462 01NK06632 02/02/2001 UL(TST 1740) ASTM D3161,TAS 107 01NK9226 05/21/2001 UL(TST 1740) ASTM D3161 01NK37122 12/18/2001 UL(TST 1740) ASTM D3462 01NK37122 12/19/2001 UL(TST 1740) ASTM D3161,TAS 107 02NK12980 04/10/2002 UL(TST 1740) ASTM D3161,TAS 107 02NK30871 09/09/2002 UL(TST 1740) ASTM D3161 03CAS367 03/11/2003 UL(TST 1740) ASTM D3462 03NK26444 10/17/2003 UL(TST 1740) ASTM D3462 04NK13850 06/07/2004 UL(TST 1740) ASTM D3161 04NK13850 06/23/2004 UL(TST 1740) ASTM D3161 04NK30546 03/10/2GOS UL(TST 1740) ASTM D3462 04NK22009 05/06/2005 UL(TST 1740) ASTM D3161 04NK22009 05/09/2005 UL(TST 1740) ASTM D3462 OSNK27924 02/10/2006 UL(TST 1740) ASTM D3161 05NK27924 02/11/2006 UL(TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006 UL(TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006 UL(TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006 UL(TST 1740) ASTM D3462 06CA31603 12/01/2006 UL(TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 UL(TST 1740) ASTM D3161 07NK05228 03/13/2007 UL(TST 1740) ASTM D3161 06CA31611 04/04/2007 UL(TST 1740) ASTM D3161 06CA61148 04/09/2007 LIL(TST 1740) ASTM D3161,D3462 07CA31742 11/08/2GO7 UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 03/13/2008 UL(TST 1740) ASTM D3161,D3462 07CA55908 04/01/2008 Exterior Research and Design,LLC. Evaluation Report 01506.01.08-R21 certificate of Authorization#9503 FL10124-R19 Revision 21:08/26/2016 Page 2 of 6 TRINI-Ty ERD fntfty Examination Reference Date UL(TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009 UL(TST 1740) ASTIVI D3161,D3462 09CA06856 05/15/2009 UL(TST 1740) ASTIVI D3161,D7158,D3462 09NK06647 08/01/2009 UL(TST 1740) ASTM D3161,D7158,D3462 09CA27281 08/27/2009 UL(TST 1740) ASTIVI D3161,D7158,D3462 10CA35554 03/05/2010 UL(TST 1740) ASTIVI D3161,D7158,D3462 IOCA13686 05/15/2010 UL(TST 1740) ASTIVI D3462 10CA07264 05/27/2010 UL(TST 1740) ASTIVI D3462 10CA11953 10/29/2010 UL(TST 1740) ASTIVI D3161,D7158,D3462 1ONK11951 10/30/2010 UL(TST 1740) ASTM D3161,D7158,03462 IONK12070 11/04/2010 UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 01/30/2010 UL(TST 1740) ASTM D3161,D7158,D3462 10CA53934 03/31/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48924 10/22/2011 UL(TST 1740) ASTIVI D3161,D7158,D3462 11CA47919 12/03/2011 UL(TST 1740) ASTIVI D3161,D7158,D3462 11CA49408 12/08/2011 UL(TST 1740) ASTIVI D3161,D7158,D3462 11CA48725 12/09/2011 UL,LLC.(TST 9628) ASTIVI D3462 12CA34891 10/12/2012 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 12CAS8151 02/15/2013 UL,LLC.(TST 9628) ASTM D3161 12CA38083 02/26/2013 UL,LLC.(TST 9628) ASTM D3161 13CA32332 06/18/2013 UL,LLC.(TST 9628) ASTIVI D3161 13CA37934 08/02/2013 UL,LLC.(TST 9628) ASTM D3161,D7158,03462 4786875675 07/17/2015 UL,I.I.C.(TST 9628) ASTM D3161,D7158,D3462 4787434542 05/17/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Mobile,AL 12/28/2015 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Myerstown,PA 02/23/2016 UL,I.I.C.(QUA 9625) Quality Control Inspection Report,R21,Tuscaloosa,AL 02/26/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Michigan Cty,IN 03/02/2016 UL,I.I.C.(QUA 9625) Quality Control Inspection Report,R21,Shafter,CA 02/18/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Savannah,GA 02/24/2016 UL,I.I.C.(QUA 9625) Quality Control Inspection Report,R21,Minneapolis,MN 02/09/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Mt.Vernon,IN 02/09/2016 UL,LLC.(QUA 962 5) Quality Control Inspection Report,R21,Baltimore,MD 03/01/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Tampa,FL 02/29/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Dallas,TX 02/17/2016 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Ennis,TX 02/03/2016 UL,I.I.C.(QUA 9625) Quality Control Inspection Report,R21,Fontana,CA 03/03/2016 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 MarquisO WeatherMaxl, Royal Sovereign* and Sentinel* are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 CamelotO, Camelots 11, Fortitude-, Glenwood", Grand Canyon', Grand Sequoia', Grand Sequoia" IR, Grand Sequoia' ArmorShield", Monaco", Sienna", Timberline* American Harvest", Timberline" ArmorShield" 11,Timberline' Natural Shadow*,Timberline HD*,Timberline*Cool Series*,Timberline Ultra HDI and WoodlandO are fiberglass reinforced,laminated asphalt roof shingles. 4.1.3 Slatelinel is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 Hip&Ridge Shingles: 4.2.1 Seal-A-Ridgell Ridge Cap Shingles, Seal-A-Ridge" IR Impact-Resistant Ridge Cap Shingles, Seal-A-Ridgel ArmorShield- Ridge Cap Shingles and Timbertexl Premium Ridge Cap Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles. Exterior Research and Design,LLC. Evaluation Report 01506.01.08-R21 Certificate of Authorization#9SO3 FL10124-R19 Revision 21:08/26/2016 Page 3 of 6 TRINI-Fy ERD 4.3 Accessory Starter Strips: 4.3.1 Pro-Start" Eave/Rake Starter Strip Shingles and WeatherBlocker'" Premium Eave/Rake Starter Strip Shingles are starter strips for asphalt roof shingles. 4.3.2 QuickStart" Peel & Stick Starter Roll is a is a mineral-surfaced, fiberglass-reinforced, self-adhering SBS modified bitumen starter strip, nominal 9-inch x 33 ft roll,for use with asphalt shingles with exposure of 6- inch or less. 4.3.3 StarterMatch'" Sharter Strip Shingles are color-coordinated starter strips for use with Grand Canyon'* and Grand Sequoia' series asphalt shingles. StarterMatch'" are installed as the second starter for Grand Canyon*and Grand Sequoia'series installations. 5. UmITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report,- refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to V1,d= 150 mph (V,,It= 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 The GAF hip &ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F,indicating the shingles are acceptable for use in all wind zones up to V�ld=150 mph(V.1,=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and a mean roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Starter Shingles or Starter Strip: 6.2.1 Installation of Pro-Start Eave/Rake Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip Shingles and QuickStart Peel&Stick Starter Roll shall comply with the GAF current published instructions, 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: Camelot,Camelot 11, Grand Canyon,Grand Sequoia,Grand Sequoia IR, Grand Sequoia ArmorShield, and Woodland require minimum five(5)nails per shingle. Slateline requires minimum six(6)nails per shingle. Exterior Research and Design,I.I.C. Evaluation Report 01506.01.08-R21 Certificate of Authorization#9503 F1.10124-1119 Revision 21:08/26/2016 Page 4 of 6 TRINI'Ty ERD 63.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip&Ridge Shingles: 6.4.1 Installation of Seal-A-Ridge Ridge Cap Shingles,Seal-A-Ridge IR Impact-Resistant Ridge Cap Shingles and Seal- A-Ridge ArmorShield Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two(2)nails, minimum 3/8-inch head diameter,per shingle and nominal 0.25-inch diameter beads of Henkel "Loctite PL S30 Roof& Flashing Sealant". 11,5" f Sealant (292 mm) V Sellanle (25 mm) 5 TM) Enduil d6lanch6ith I___1 12' (305 Min) Nail Claw. 6 5/8*-7 5,,'B' CIOIR�r (168-194 nim) I iT ,C,305 min) 6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PIL Roofing and Flashing Sealant. 6.4.3 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Exterior Research and Design,LLC. Evaluation Report 01506.01.08-1121 Certificate afAuthorization#9503 F1.10124-1119 Revision 21:08/26/2016 Page 5 of 6 TRINI-Fy ERD 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1/R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625;(847)664-3281 END OF EVALUATION REPORT- Exterior Research and Design,I.I.C. Evaluation Report 01506.01.08-R21 Certificate of Authorization#9503 F1.10124-1119 Revision 21:08/26/2016 Page 6 of 6 I CBUCK Engineering S SpL-cz1alftj Struc:turc:51 E=nc)Inec-rInq CBUCK,Inc. Certificate olAuthorizotion#8064 =C1,51 PL Evaluation Report "MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 (877) 358-7663 for Florida Product Approval # FL 16568.1 R1 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: "MMI-2" Off Ridge Vent Material: Steel Support: Wood Deck 0 Prepared by: James L. Buckner, P.E., SECB �GEN No 31242 Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 -'U Project Manager: Youry Demosthenes w STATE OF Report No. 14-104-MM12-StORV-ER 14 "40RID P' Date: 2 / 26/ 15 Contents: Evaluation Report Pages 1 -7 CheitaIN,Signed James L 8-kte,,P,E CBUCK, Inc. 2015.03.02 10:57:51 -05'00' 1399 N. Killian Drive,Suite 4,West Palm Beach,Florida 33403 Phone: (561)491-9927 Fax:(561)491-9928 Website:www.cbuckinc.net FL#: FL 16568.1 R1 Date: 2/26/ 15 Report No.: 15-104-MM2-StORV-ER_14 CBUCK EngIneerInQ Page 2 of 7 S SpL claitLi Structural Engineaering CBUCK,Inc.Certificate of Authorization#8064 1 PL Clall Manufacturer: Millennium Metals, Inc. Product Name: "MMI-2"Off Ridge Vent Product Category: Roofing Product Sub-Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI-2" Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly structural components: Evaluated: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 0 15/32 (min.) or greater plywood, 0 or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Resistance Design Uplift Pressure: - 75 PSF Allowable design pressure for allowable stress design(ASD)with a margin of safety of 2 to 1. FL#: FL 16568.1 R1 Date: 2/26/ 15 CB1%JCK E..-T-iginie,erk Report No.: 1S-104-MM2-StORV-ER 14 1'-19 Page 3 of 7 1::Specialftj Structural Enginee—ring CBUCK,Inc.Certificate of Authorization#8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTIVI E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014),Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and Scope of"Limitations and Conditions of Use"for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under"Optional Statewide Approval". Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). FL#: FL 16568.1 R1 Date: 2/26/ 15 CBUCKEnIgIneerInQ Report No.: 15-104-MM2-StORV-ER_14 I Page 4 of 7 j::SpPc:1c5ltLj Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Components/Materials Ridge Vent: "MMI-2" Off Ridge Vent (by Manufacturer): Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: • ASTIVI A792 coated, or • ASTIVI A653G90 galvanized steel Nominal Dimensions: Width: 24" Height: 4-1/2" Lengths: 2' ,4', 6',8'and 10' Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size : 11 gauge x 1-1/2" Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTIVI F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex-Head Wood Screw Size : #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASIVE B18.6.4 Roof Cement: Type: Asbestos-free asphalt based roof cement w/SBS rubber Application Size 1/4"thick minimum Standard: Per ASTIVII D 3019 Type III and ASTIV D 3409 FL#: Fl.16568.1 R1 Date: 2/26/ 15 CBUCK &(-),qlneerlm� Report No.: 15-104-MM2-StORV-ER-14 Page 5 of 7 S SpL clalftj Structural Engine-ering CBUCK,Inc.Certificate of Authorization#8064 [ PL clal Installation: Installation Method: (Refer to drawings on Pages 6-7 of this report.) • Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. • Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) • Position vent flange beneath loosened shingles and align with deck opening. • Attach vent top, bottom and side flanges to deck with nails or screws spaced 4" o.c.and 1-1/2"from each end. • Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI-2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization#TST ID: 1527) Report#: D0249.02-450-18, Report Date: 8/29/ 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee#423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization #ANE 1916) FL#: FL 16568.1 R1 Date: 2/26/ 15 Report No.: 15-104-MM2-StORV-ER-14 r,,----.E3UCK EngInE.'r-Ae-f-fing Page 6 of 7 Specic5lftj Structural Enginelering CBUCK,Inc.Certificate of Authorization#8054 Installation Method Millennium Metals, Inc. "MMI-2" Steel Off Ridge Vent Attached to Wood Deck Profile Drawings 4 1/2iri 18-1/4!' 3" Side View (Not To Scale) Typical Fastener(s) - 11 Gauge Ring Shank Roofing Nail OR -#10 min.Wood Screws "MMI-2" Steel Off Ridge Vent Higher Slope (Back) Typical Fastener(s) -11 Gauge Ring Shank Roofing Nail OR -#10 min.Wood Screws Plywood Deck Lower Slope (Front) Typical Side View (Not To Scale) FIL#: FL 16568.1 R1 Date: 2/26/ 15 Report No.: 15-104-M M 2-StORV-E R_14 Page 7 of 7 Specica3lftj Structurc3l Enqlneerinq) CBUCK,Inc.Certificate ofAuthorizotion#8064 Installation Method Millennium Metals, Inc. "MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2"o.c. . . . . . . . . . . . . . . . . . 1 1/2" 4"o.c. 4"o.c.Typical, Maximum T- Typical Fastener(s) -11 Gauge Ring Shank Roofing Nail Base Flange OR -#10 min.Wood Screws TopPlanView (NotToScole) (Typical Fastening Pattern) Nominal Lengths 4 R. 6 R. 8 R. 10 Ft. Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR #10 min.Wood Screws 24" Typical Ridge Vent Assembly Isometric View (Not To Scale)