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RF-18-1870y,� Miami Shores Village �sKO1S 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 CORtDA Permit Issue Date: 7/19/2018 Permit NO. RF-7-18-1870 Permit Type: Roof Work Classification: Metal Permit Status: APPROVED Expiration: 01/15/2019 Project Address Parcel Number Applicant 1181 NE 92 Street 1132050270340 ANDREW & DANIELLE BEYDA Miami Shores, FL Block: Lot: ANDREW & DANIELLE BEYDA 1181 NE 92 Street MIAMI SHORES FL 33138- 1181 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone EMERALD ROOFING INC 786-621-5241 of Work: Re Roof onal Info: RE -ROOF TO METAL ROOF ification: Residential 1inc1: 3 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $12.60 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $4.20 P&Z Review Fee $35.00 Permit Fee - New Roof $300.00 Scanning Fee $9.00 Technology Fee $16.80 Total: $885.10 Valuation: $ 20,980.00 Total Sq Feet: 2623 Pay Date Pay Type Amt Paid Amt Due Invoice # RF-7-18-68195 07/19/2018 Check #: 1316 $ 885.10 $ 0.00 Bond #: 3833 Hvauaoie Inspection Type: Tin Cap Final Roof Final Roof Cap Sheet Roof in Progress Renailing Affidavit Review Roof Review Roof Review Planning Review Planning In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contra` for to do the work stated. �r Fl '� C ��`� �lG July 19, 2018 Authorized SiGri ture: Owner / Applicant / Con actor / Agent Date Building Department Copy July 19, 2018 1 -�11oil 1y BUILDING PERMIT APPLICATION IVlldllll JIIUICS VIIIdgC Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 (BUILDING ❑ ELECTRIC M ROOFING C� UL 1 2 2018 BY .`l I �`� t l J FBBC 20 � )- Master Permit NOT I v v `3-�o Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING [-]MECHANICAL [-]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1181 NE 92 Street City: Miami Shores County: Miami Dade Zit): Folio/Parcel#: U - '3203'- 07.? - 03`{O is the Building Historically Designated: Yes NO XX Occupancy Type: Load: Construction Type: F-w/d4/d4. Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Andrew Beyda Phone( QV io 0(o,., Address: 1181 NE 92 Street City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Emerald Roofing, Inc. Phone#: 305-637-1659 Address: 3325 NW 53rd Street City: Miami State: Florida Zip: 33142 Qualifier Name: Josue Perez Phone#: 305-992-0059 CCC State Certification or Registration #: 053854 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 20,980.00 Square/Linear Footage of Work: 2,623 Type of Work: ❑ Addition ❑ Alteration ❑ New © Repair/Replace ❑ Demolition Re -roof to Metal Roof -�Desuiption of Work: Z�;6;1z-i i3 0 O Ad4xr2!L /200-01 Specify color of color thru tile: rA ILL-- 4�1_-1 1-41 S'�i Submittal Fee $ Permit Fee $ JC�) • CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ DBPR $ Notary $ Double Fee $ Bond $ S(DD ' oa TOTAL FEE NOW DUE 5 ?j S- S . � C) —[7�n A4_--j �f y S • I (__�s Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip city State I Zip 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 laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur Signatur OWNER or AGENT CONT CTO The foregoing instrument was acknowledged before pme this day of _Z 20 l O , by GZ� who is personally known to me or who has produced L 31" fl t'L rc4r 2'FY 'a as identification and who did take an oath° NOTARY PUBLIC: xw A .� .r. ;d. P� CARLOS A. URBINA Seal: i, Notary Public - State of Florida :' • ° Commisslori # FF 245242 My Comm. Expires Jul 31, 9 APPROVED BY The fajrp�oi g instrument wj(s aC/cnowledged before me this a day 20 by who is personally known to me or who has produced as identification and who did take an NOTARY PUBLIC: v � Print: Seal: Plans Examiner Structural Review Notary Public - State of Florida • Commission # FF 245242 %'O.*w My Comm. Expires Jul 31, 2019 Zoning Clerk Property -Search Application - Miami -Dade County https:/,Iwww.miamidade.gov/propertysearch/#/report/summary `FCE OF 6 Tzrg HE Summary Report Property Information Folio: 11-3205-027-0340 Property Address: 1181 NE 92 ST Miami Shores, FL 33138-2934 Owner ANDREW BEYDA DANIELLE ERIN BEYDA Mailing Address 1181 NE 92 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,934 Sq.Ft Living Area 1,550 Sq.Ft Adjusted Area 1,742 Sq.Ft Lot Size 9,375 Sq.Ft Year Built 1956 Assessment Information Year 2018 2017 2016 Land Value $337,500 $337,500 $314,250 Building Value $130,650 $121,243 $122,254 XF Value $7,161 $7,238 $7,317 Market Value $475,311 $465,981 $443,821 Assessed Value $475,311 $203,757 $199,567 Benefits Information Benefit Type 2018 2017; 2016 Save Our Homes Cap Assessment Reduction $262,224 $244,254 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description BAY LURE PB 44-63 LOT 22 BLK 2 LOT SIZE 75.000 X 125 OR 19516-0167 02 2001 5 Generated On : 7/8/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $425,311 $153,757 $149,567 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $450,311 $178,7571 $174,567 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $425,311 $153,757 $149,567 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $425,311 $153,757 $149,567 Sales Information Previous Pace OR Book - Qualification Description Sale Page O6/14/2017 $550,000 30579-4363 Qua[ by exam of deed Sales which are disqualified as a result 02/01 /2001 $0 19516-0167 of examination of the deed 07/01/1998 $180,000 18218-1218 1 Sales which are qualified 04/01/1989 $140,000 14073-0363 I Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Mersion Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: -AA)P0-& J g EYDf", Property Address: 1 I N 6 q WOI VL41 S LAYZAQ-�� Roofing Permit Number: Dear Building Official: I 4&)12KEA) �" 00� certify that I am not required to retrofit the roof to wall connections of my building because: )(The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 e�iitien>of the South Florida Building Code (1994 SFBC) Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes apt says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this �_- hf CA RL OS A t1R81NA Notary Public, Sate of Florida at Large y Notary Pubilc - State of Florida • �� :^• Commission #t FF 245242 ;= My Comm. Expires Jul 31, 2019 f.,,F r�,�r o�..,wtlrr.urWstLrnt NetarvAfnl When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. 007352 Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 5053061 BUSINESS NAMFULOCATION - pECE1PTN0. EMERALD ROOFING iNE > RENEWAL 3325_ W 53 ST - 5277322 MIAMI FL 33142 EXPIRES SEPTEMBER 30, 2018 Must be displayed at place of business Pursuant to County Code Chapter BA - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS EMERALD ROOFING INC 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED CGC053854 BV TAX COLLECTOR Worker(s) 2 $75.00 09/19/2017 CHECK21-17--082610 This Local Business Tax Receipt only confirms paymmn of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governm,"pt or nongovernmental regulatory laws and reguirementswhich apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles — For more information, visit www.miamidede soy4r+er RICK SCOTT, GOVERNOR LICENSE NUMBER 1 KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 I r PEREZ, JOSUE EMERALD ROOFING INC,.,.rf 3325 NW 53RD ST �'=•Y MIAMI FL 3344,2-- ISSUED: '08f24/2'&S y;'`I 11SPLAN "1f AS REOUAED'BY'fAW- ❑ 5 ❑ SEO # L1608240002370 A� o ' CERTIFICATE OF LIABILITY INSURANCE DATE (MMDDIYYYY) o7/os/2o18 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER The Contractors Choice Agency, Inc. PO Box 13645 Chandler AZ 85248 CONTACT Jon Rock NAME: NE (g00) 918-3584 FAX No : (855) 336-7189 AIC No Ext: E-MAIL Jon@Contractorschoiceagency.com ADDRESS: INSURERS) AFFORDING COVERAGE NAIC # INSURERA: Lloyd's of London UW 15792 INSURED Emerald Roofing Inc. 3325 NW 53rd St. Miami FL 33142 INSURER B : INSURER C : INSURER D : INSURER E : INSURER F rrnvcoArxcc rFRrIFIrerF uuMceFR• CL1822138009 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY -CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE INSD WVD POLICY NUMBER FULICILTR MM DDYIYYYY MM DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE � OCCUR PREMISES Ea occurrence $ 50,000 MED EXP (Any one person) $ 5,000 A DCCSGL02653-00 02/20/2018 02/20/2019 PERSONAL &ADV INJURY $ 1,000,000 LIMITAPPLIES PER: 'OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS-COMP/OPAGG $ 1,000,000 JECT RO- X POLICY ❑PRO ❑ LOC OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ - BODILY INJURN(Per person) $ ANYAUTO BODILY INJURY (Per accident) $ OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE Per accident $ UMBRELLA LAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ OFFICER/MEMBER EXCLUDED? ❑ (Mandatory in NH) N/A E.L. DISEASE - POLICY LIMIT $ If yes, describe under DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Roofing Contractor License #: CC053854 f'AW'Ct 1 ATIf%M SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village Bldg. Department 10050 NE 2Avenue AUTHORIZED REPRESENTATIVE Miami Shores FL 33138 U 7`Jifif-2UT.7 AI.VRU liVRr'V RN nv n. nn nyuw rcam �c�a. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Acoirr' CERTIFICATE OF LIABILITY INSURANCE DATE (MWDDIYYYY) 02/14/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy (ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER FrankCrum Insurance Agency, Inc. 100 South Missouri Avenue Clearwater, FL 33756 CONTACT NAME: PHONE A/C, No, Ext : 800 277-1620 X 4800 FAX A/C, No): 727 797-0704 E-MAILADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A: Frank Winston Crum Insurance Company 11600 INSURED FrankCrum UC/F Emerald Roofing, Inc. 100 South Missouri Avenue Clearwater FL 33756 INSURER B: INSURER C: INSURER D: INSURER E: INSURER F: VVYGIVYV GJ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSRD SUBR WVD POLICY NUMBER POLICY EFF (POLICY POLICY EXP (MMIDDIYYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES Ea occurrence $ CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ GEN'L PRODUCTS-COMP/OP AGG $ POLICY = PROJECT O LOC OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Perperson) $ ANY AUTO OWNEDAUTOS SCHEDULED ONLY AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ HIRED AUTOS NON -OWNED ONLY AUTOS ONLY UMBRELLA LIAB OCCUR EACH OCURRENCE $ AGGREGATE $ EXCESS LIAR CLAIMS -MADE DED RETENTION $ $ WORKERSCOMPENSATION AND WC201800000 01/01/2018 01/01/2019 X PER STATUTE OTH- ER A EMPLOYERS' LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N/A E.L. EACH ACCIDENT $1 000 000 (Mandatory in NH) If yes, describe under E.L. DISEASE -EA EMPLOYEE $1,000,000 E.L. DISEASE -POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Effective 07/23/2012, coverage is for 100% of the employees of FrankCrum leased to Emerald Roofing, Inc. (Client) for whom the client is reporting hours to FrankCrum. Coverage is not extended to statutory employees. (Client Ref.: Qualifier: License#: CCC053854) litR I Ir'HiN 1 C RVLUCR -•'•'----" "-'- Miami Shores Village Building Department 9 P SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE W LL BE DELIVERED IN ACCORDANCE WTH THE 10050 N.E. 2nd Avenue POLICY PROVISIONS. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 26 (2016/03) The ACORD name and logo are registered marks of ACORD PermaColor 3500 - Full Strength 70% Kynar 500®/Hylar 50001 All colors available in Galvalume and Aluminum (.032", .040" & .050"). See your local sales representative for more information. SunNet Blue NEW Hartford Green Matches SunNet BIPV Laminate R 28.1 • E.9 • SRI 29.7 Royal Blue R 28 • E.9 • SRI 29.6 Pacific Blue R 28.5 • E.9 • SRI 30.1 Slate Blue R 31 • E.91 • SRI 33.9 Bone White R 67 • E.9 • SRI 81.4 Forest Green R 28.7 • E.89 • SRI 30 Everglade Moss R 32 • E.9 • SRI 34.7 'kg a1 �+" ' g; Patina Green R 39 • E.91 • SRI 44.3 Hemlock Green R 28 • E.92 • SRI 30.4 Dark Bronze R 29.1 • E.9 • SRI 31 Matte Black R 28.2 • E.9 • SRI 29.8 Charcoal Gray R 30.1 • E.9 • SRI 32.3 Slate Gray R 40.3 • E.9 - SRI 45.6 Dove Gray R 28 • E.9 • SRI 29.6 R - Denotes Reflectivity E - Denotes Emissivity SRI - Denotes Solar Reflective Index Mf'n eEP Due to the limitations of printing processes, this color chart is not an accurate representation r of our actual colors. Sample chips are available on request at no charge. Colors available as of 3/2009. Mansard Brown R 31 • E.9 • SRI 33.4 Medium Bronze R 32.3 • E.91 • SRI 35,6 Sierra Tan R 35 • E.91 • SRI 39.1 Sandstone R 51 • E.9 • SRI 59.8 Stone White R 62.5 • E.9 • SRI 75.3 Mill Finish Galvalume-Plus' R 68 • E.10 • SRI 54.5 CALL ENGLERT FOR DETAILS 1.800-E NGLERT Burgundy R 35.4 • E.9 • SRI 39.2 Colonial Red R 36.8 • E.9 • SRI 41 Deep Red R 42 • E.91 • SRI 48.2 Terra Cotta NEW R 34.8 • E.89 • SRI 37.9 PermaMetallics 3SOO*I Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (If a component is not used, identify as "NA' Field: _' oc @ Lap. #Rows _ @ _' oc System Manufacturer. Perimeter. _' oc @ Lap, # Rows _ @ oc NOA No.: - Comer. oc @ Lap, # Rows _ @ _' oc Design Wind Pressures, From RAS 128 or Calculations: Number of Fasteners Per Insulation Pmax1: PmwQ* Pmax3: Board Max. Design Pressure, From the S NOA Field Perimeter Compr Andwr/Base Sheet & No. of Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer., Top Insulation Size and Top Insulation Fastener/Bonding Material: - / Base Sheets) & No. of Ply(s):. Base Sheet Fastener/Bonding Ply Sheet(s) A No. of Ply(s): Ply Sheet Fastener/Bonding Material: Tnn PM Top Ply Fastener/ Bonding Material: Surfacing: Illustrate Components No and Details as Applicable: • • Woodblocking, Gutter, ge Termination • Stripping, Flashing, Co nuous Cleat, Can>ti • Strip, Base Flashin Counte}' Flashing,.'. Coping, Etc. " : • • Indicate: Mean f Height, P9ft1MOHeight, ' Height of Base ashing, CompgrT&ftO 4ated84,,,,% (Material Thi ess, Fastener Type"Fastendr Spacing or ubmit Manufacturers* p"ils thIt• • • , Comply RAS 111 and Chapter46! • • • ...... • Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: EAST COAST METALS, INC Notice of Acceptance Number: 17-0703.05 Minimum Design Wind Pressures, Ilf Applicable (From RAS 127 or Calculations): P1: -39.1 P2; -68.1 P3• -100.7 • Maximum Design Pressure From the NOA Specific System): -99.25 • Method of tile attachment: #10 Self Tapping Pan Head Screws;�s;per NQA . . • •••••• .••. Steep Sloped Roof System Descriptiur;•'; Deck Type: Roof Slope: 3 :12 Ridge Ventilation? n/a CDX PLYWOOD 5/8 = 19/32" Mean Roof Height: 15' FT (1) ASTM D226 FELT TYPE 11 PAPER N/A . I GAF VERSASHIELD UNDERLAYMENT Type � Spacing: - c - r Laps @ 6" & Field 2 rows @ 1 " o Type I N/A Cap Sheet: N/A oaf Covering: ENGLERT 1300 STANDI G SEAM METAL ROOF Type & Size Drip Edge: 3" F CE 24 GA. DRIP EDGE Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile s yatems, choose either Method 1 or 2. Compared the values for Mrwith the values from M* Uthe Mt values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pt: 1 x —Mg: - K, NOA A* - (P=: 1 x — Mg: a M j_ NOA %- (P3: 1)L _ _) — Mg: : A%3 NOA Mr - Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA Mt • • • • • • • • Mr Required Moment Resistance•Nlean Roof Height Rod slope 15' 20' 2V . • • • ,�. 2 UA 36.5 311.2• • • ,2 UA 36.0•• 1. • 2 ••• • • ••374 • • • .1 30.1 • 3K'A 26A 29A • :12 •9 ' • *Must be used in conjunction with a list of moment based tile systems endorsed by the • • • • • Broward County Board of Rules and Appeals. For Uplift based tle systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area -of the roof, then the the attachment method is acceptable. Method 3 "Upliift Based Tile Calculations Per RAS 127" (P1:,aL•_s_a w:=—j—w:—=cos9:_= Fri: NOAF' (p2:_al:_=_z w:=_)—w:_acos9:_= Fr2: NOAF' (Pa:_al• =._1 w:=_)—W:_1cdsO:_= Fr3: NOAF' Whereto Obtain Information Description Design Pressure Symbol P 1 or F2 or P3 Where to find RAS 127 Table 1 or by an engineaing snebmis prepared by PE based on ASCE 7 Mem Roof H ' t H Job Site Roof Slope g Job Site . liarX NOA ReSfDriftg Moment due to Ora ' NOA Auacbment Resistence Mr NOA Requized Moment Resishuoe K Calculated N,nimum Aftscbment KesIGUMN F NOA lift Resistmee F, Calculated Avers Tik W ' NOA Tile Dimensions 1= kngdn Width NOA All cakulations must be submitted to the ' atd- d— of cation. • MIAMI-DADE COUNTY MIAMI PRODUCT CONTROL SECTION ® 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economy GAF 1 Campus Drive Parsippany, NJ 07054 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 Cpgrpl Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the rig%e"have t1lis..9 product or material tested for quality assurance purposes. If this product or material fails ko pe;form in -the -accepted •� manner, the manufacturer will incur the expense of such testing and the AHJ may immetlir+y revoke, ff;dify,•ar • • • suspend the use of such product or material within their jurisdiction. RER reserves the righf fd f2voke this'acceptanle,..: if it is determined by Miami -Dade County Product Control Section that this product or maferial fa;160k;.Meet 1. requirements of the applicable building code. ' ...... .. . .... This product is approved as described herein, and has been designed to comply with •ttle•Florida Building Cdt1e•;• including the High Velocity Hurricane Zone of the Florida Building Code. . ' • . • . • • • . • • DESCRIPTION: VersaShield° Fire -Resistant Roof Deck Protection and VersaShiefd' SoloTM Fife-*Resist2rnt ' Slip Sheet • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 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 renews NOA No. 14-1022.26 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-1216.02 WALM • ADE COUNTY Expiration Date: 02/07/22 ' Approval Date: 02/02/17 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Underlayment Material: Fiberglass SCOPE: This acceptance is for VersaShield° Fire -Resistant Roof Deck Protection (a.k.a "VersaShield® Underlayment") and VersaShield° SoIoTM Fire -Resistant Slip Sheet (a.k.a "VersaShield SoIoTM"), as described in this Notice of Acceptance, for use with approved prepared roof assemblies. Designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION: Manufactured by Dimensions Applicant VersaShield® Fire- 42" x 100' rolls Resistant Roof Deck Protection VersaShield® Solo TM 72" x 166.7' rolls Fire -Resistant Slip Sheet 36, x 166.7' rolls MANUFACTURING LOCATION: 1. Conover, NC EVIDENCE SUBMITTED: Test A2ency PRI Construction Materials Technologies Underwriters Laboratories Inc. Test Product Specifications Description • • •••• •••••• ASTM D 226 Non -Asphaltic fiberglak-tisel under ; 4nt .' Type II and/or fire barrier. • • • •.. • •: • • • • : • • • • • ...... UL790 Non -Asphaltic fiberglass !fed slip theet and/or ...... 00. fire barrier. ..... .. .. . ....... Test Identifier GAF-270-02-02 GAF-748-02-01 ELK-063-02-01 99NK45831 I ONK 11990 R19254 08CA37926 08CA49140 Test Name/Report ASTM D 226 ASTM D 226 TAS 100 UL790 UL790 ASTM D 226 UL790 Date 11/15/10 12/12/16 09/27/01 03/21/00 05/18/11 09/13/01 09/23/09 INSTALLATION: 1. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet shall be installed in strict compliance with applicable Building Code. 2. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. VersaShield® Fire -Resistant Roof Deck Protection shall be mechanically fastened with approved fasteners in compliance with Florida Building Code 1518.2 when used in lieu of a code prescribed ASTM D 226 Type II underlayment. NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 2 of 3 LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. VersaShield® Fire -Resistant Roof Deck Protection shall not be left exposed as a temporary roof for longer than 30 days of application. VersaShield®SoIoTM Fire -Resistant Slip Sheet shall not be left exposed to the weather. 4. VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® SoIoTM Fire -Resistant Slip Sheet are a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. 5. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet may be used with any approved roof covering Notice of Acceptance listing. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet may be used as a component part of an assembly in the Notice of Acceptance. If VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided tp detail compgaotty of U "... products, wind uplift resistance, and fire testing results. ... . . 6. VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® SoIoTM Fire-ReslS itrSlip Sheet Ak a ndit'.. asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies TV fire classification of...: specific roof assemblies using VersaShield® Fire -Resistant Roof Deck Protection o»V `r*saShiel;V-ErvloTM Fire Resistant Slip Sheet refer to a current Approved Roofing Materials Directory for fire ratjpg;pjthis grpd4t. .•; • 7. All products listed herein shall have a quality assurance audit in accordance with the•Florirla Building -Code and••;• Rule 61G20-3 of the Florida Administrative Code. •""' ' . . . . ...... LABELING: • All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or forgo' city and state of manufacturing facility, yellow line to identify the ASTM Standard designation or logo, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this material. END OF THIS ACCEPTANCE NOA No.: 16-1216.02 MAMMADEc0i Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 3 of 3 MIAMMDiADE MIAMI-DADE COUNTY • 1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economv East Coast Metals, Inc. 7905 West 20th Avenue Hialeah, FL 33014 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 Congoi Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have t"s product• •; • or material tested for quality assurance purposes. If this product or material fails to perform hl the 9cceptQM'lyaoner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, r8o*aiK* or suspendfhe use* • • of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, ifi t is • • • • • determined by Miami -Dade County Product Control Section that this product or material faith Jq Meet the regmiremen1% • • • of the applicable building code. 000000 • • • • • % • • This product is approved as described herein, and has been designed to comply with the Flocida.Buildin;Code' .... • including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • • • . . . . ..... . ...... DESCRIPTION: Englert Series 1300 Steel Panel • .• . .. . . . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and toliowing statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 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 16-0920.11 and consists of pages 1 through 6. The submitted documentation was reviewed by Freddy Semino NOA No.: 17-0703.05 QMLA0MHffiWDEHCCj=XUKNTffY Expiration Date: 11/03/21 Approval Date: 08/03/17 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Metal, Panels(Non-Structural) Materials: Steel Deck Type: Wood Maximum Design Pressure—114.25 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specifications Description Series 1300 Length: various TAS 125 Corrosion resistant, galvalume, preformed, Width: 20 & 16" standing seam. Coated, pre -finished, metal Thickness 0.0276 panels. .... Min. Yield Strength: 40 ksi. 0000 see*:* Clip Length: 6'/4" TAS 125 Corrosion resisfant, galvalumeeekformed, 4.• Width: 1" coated, pre-finq*OV, metal clip. • Height:.65" • • • Thickness 0.0276 .... . • • • • • ..... Trim Pieces Length: varies N/A Corrosion resi9fa'h1,'$alvah0e,, 1 reformtt* . . ...... . fi Width: varies coated, pre-n.l �h Md trim pl. eces. . • • Thickness 0.0276. ' . . . . ...... . . ...... EVIDENCE SUBMITTED: 0 • 0 • • • Test Agency Test Identifier Test Name/Report • Date Construction Research Laboratory, 6003C Uplift Pressure Testing Feb. 1994 Inc. Morton International Morton International Architectural Testing Inc. Architectural Testing Inc. Architectural Testing Inc. Architectural Testing Inc. Hurricane Test Laboratory, LLC. ASTM E 330 Series 1000 AS-0286-91 L Salt Spray ASTM B 117 AS-0286-91 T Accelerated Weathering ASTM G 23 01-32797.01 TAS 100 01-32797.02 TAS 100 01-32797.03 ASTM E 8 01-35496-01 TAS 125 0155-0214-06 TAS 125 0155-0215-06 Feb. 1986 Feb. 1986 Nov. 1998 Nov. 1998 Nov. 1998 Dec. 1999 May 2006 NOA No.: 17-0703.05 MLAM FDADEC 1 TY Expiration Date: 11/03/21 ' "'' ' Approval Date: 08/03/17 Page 2 of 6 APPROVED ASSEMBLIES: System A-1: Englert Series 1300 Panel 1 ''/2 ` Mechanically Seamed Panel 16" & 20" Wide Deck Type: Wood, Non -Insulated Deck Description: New Construction '9/32" or greater plywood or wood plank. Slope Range: 2": 12" or greater Maximum Uplift See Table A below Pressure: Deck Attachment: In accordance with applicable building code, but in no case shall it be less than # 8d annular ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick (Minimum 15/32") the above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side -lap and 6" end -laps. Underlayment shall be fastened with cgrrosjpn resiltggt4t►-caps•.•.•. and 12 gauge 1 '/4" annular ring -shank nails, spaced 6" o.c. at all*49 and twQ staggered .' rows 12" o.c. in the field of the roll. Or, any approved underlaynaorat lhaving a current NO.A...:. Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a curre,Nfjre directory listing fpr•••; fire ratings of this roofing system assembly as well as the locatidhpf ttte fire bliftlef within.... the assembly. See Limitation # 1. • • • • • • • • 0 0 0 • • • • • Valleys: Valley construction shall be in compliance with Roofing Applicj• andard R S 133 * • 0 • : and with Englert's current published installation instructions. ; • ; . . ...... Metal Panels and ...... Install the "Series 1300 Panel" and accessories in compliance ith'the curren t jpublished• • • in Englert's Installation Manual • Ftashings, Accessories: installation instructions and details . . penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. Panels shall be installed with approved Panel Clips located at each panel rib side lap spaced at a maximum, listed in Table A below, parallel to roof slope, fastened with a minimum of four #10 self tapping pan head corrosion resistant screws of sufficient length to penetrate through the sheathing a minimum 3/16 of an inch. Standing seams shall be mechanically seamed to a full 1800 degree seam, (double lock). TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures —60 psE —99.25 psE Maximum Clip Spacing 18" o.c. 8" o.c. 1. Extrapolation shall not be allowed NOA No.: 17-0703.05 MIAMM ADECOUNTY Expiration Date: 11/03/21 Approval Date: 08/03/17 Page 3 of 6 System A-2: Deck Type: Deck Description: Slope Range: Maximum Uplift Pressure: Englert Series 1300 Panel 1 ''/z" Mechanically Seamed Panel 16" Wide Wood, Non -Insulated New Construction 19/32" or greater plywood or wood plank. 2": 12" or greater See Table B below Deck Attachment: In accordance with applicable building code, but in no case shall it be less #8 x 1-5/8" long wood screws spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick (Minimum 15/32") the above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type 11 installed with a minimum 4" side -lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin -caps and 12 gauge 1 '/4" annular ring -shank nails, spaced 6" o.c. at all laps and two.4aggered rows 12" o.c. in the field of the roll. Or, any approved underlaywenthaving Uj.Wht NQA.... Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current.. directory):sting fo 0 0 • fire ratings of this roofing system assembly as well as the locatipp gf.tke fire barrier with► • the assembly. See Limitation # 1. 0000 0 :0 Valleys: • ••.•.• Valley construction shall be in compliance with Roofing Appli cad o �tanda`rd RAS 133 • and with Englert's current published installation instructions. .. • • • • ; •.. • ...... Metal Panels and Install the "Series 1300 Panel" and accessories in compliance Mhe current published'. Accessories: installation instructions and details in Englert's Installation �1tlanua;P • • %Flashin" *• *: penetrations, valley construction and other details shall be cottlutetCd in cc"pUance vtth • •; Roofing Application Standard RAS 133. ` Panels shall be installed with approved Panel Clips located at each panel rib side lap spaced at a maximum spacing listed below parallel to roof slope, fastened with a minimum of four # 10 self tapping pan head corrosion resistant screws of sufficient length to penetrate through the sheathing a minimum 3/16 of an inch. Standing seams shall be mechanically seamed to a full 900 degree seam, (single lock). TABLE B MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures —52.5 pst —114.25 psf. Maximum Clip Spacing 48" o.c. 8" o.c. 2. Extrapolation shall not be allowed NOA No.: 17-0703.05 Mu►M Expiration Date: 11/03/21 G ..... , Approval Date: 08/03/17 Page 4 of 6 SYSTEM LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). 3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. MIAMI'D,ADE COUNTY . • • • • . • •• • ••• • • 5. All products listed herein shall have a quality assurance audit in accordance with the;;gr d�Building ode ana•••• Rule 9N-3 of the Florida Administrative Code. :**so* • • •••••• 6. Panels may be jobsite roll formed with machine model #06.10.03 from Englert Roll foMt6 Products Associatifln;••• ...... .. . ..... . . . . ...... NOA No.: 17-0703.05 MAMDADE COUPM= Expiration Date: 11/03/21 �WnjmayglApproval Date: 08/03/17 Page 5 of 6 PROFILE DRAWINGS 16" or 20" 1/2- 3/8 M n PANEL PROFILE CLIP ISOMETRIC Before Seaming • ...... MIN. • • ...... EW AT • 1.00 • • • • CLIP PROFILE " ' 90 degree Seam SERIES 1300 PANEL SYSTEM END OF THIS ACCEPTANCE 180 degree Seam NOA No.: 17-0703.05 MIAMPDADECOUNTY Expiration Date: 11/03/21 Approval Date: 08/03/17 Page 6 of 6 TGFU.R18970 -,Roofing Systems http://database.ul.com/cgi-bin/XYV/template/LISEXT/I FRAME/sho... ZyUL Product i Q UUS NEXT GENERATION CERTIFICATIONS SEARCH The same trusted data in a modern search engine. ENGLERTINC 1200 AMBOY AVE PERTH AMBOY, N] 08861-1920 USA 1. Deck: C-15/32 or spaced sheathing Incline: Unlimited TGFU.R18970 Roofing Systems Roofing Systems NOW AVAILABLE ' �fF,970 • .... ...... • •••• OTHER SYSTEMS � •••••• • • • • • • • � • •••• • ••••• Class •••••• •• • • • • • • • Impact: 4 • • • ""� • • • Underlayment: — One layer "VersaShield Underlayment", mechanically fastened. ' • 0 • • • • • • • Ply Sheet: — One layer Type 30 base sheet or "VersaShield", mechanically fastened. • • • Panels: — — Steel, zinc or copper roofing panels, designated "Series 1000", "Series 1100", "Series 110ries•1300", " •4erie5 1500% • • • • "Series 2000" or "Series 2500", mechanically fastened. ' • • 2. Deck: C-15/32 or spaced sheathing Incline: Unlimited Impact: 4 Underlayment: — One or more plies "VersaShield Underlayment", mechanically fastened. Panels: — Steel, zinc or copper roofing panels, designated "Series 1000", "Series 1100", "Series 1101", "Series 1300", "Series 1500", "Series 2000" or "Series 2500", mechanically fastened. 3. Deck: C-15/32 Incline: Unlimited Impact: 4 Barrier Board: — 1/4 in. min. G-P Gypsum DensDeckp with all joints staggered a min of 6 in. from the plywood joints. Insulation (Optional): — Fiberglass, polyisocyanurate, perlite or wood fiber, any thickness. Membrane: — Any UL Classified modified bitumen system, BUR system or CPE, CSM, CSPE, EPDM, NBP, PIB, PVC, TPO or THE membrane system suitable for use with any roof insulation. Panels: — Steel, zinc or copper roofing panels, designated "Series 1000", "Series 1100", "Series 1101", "Series 1300", "Series 1500", "Series 2000" or "Series 2500", mechanically fastened. Last Updated on 2014-06-17 Questions? Print this page Terms of Use © 2018 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UUs Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under Uus Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2018 UL LLC". 1 of 1 7/8/2018, 9:05 PM TYPICAL EAVE TRIM DETAIL xt" WOOD A ONTO 3 SCREW, 12" ANEL TO PAGE #6 TYPICAL HIP / RIDGE DETAIL 1) BOX END OF PANELS. 2) FIELD CUT "Z" CLOSURES TO FIT BETWEEN PANEL RIBS. 3) SET "Z" CLOSURE IN TAPE SEALANT OR 2 CONT. BEADS OF SEALANT AND ATTACH TO PANEL WITH (3) #10-12X1" WOOD SCREWS. 4) APPLY SEALANT ON SIDE LEGS OF "Z" CLOSURE, FILLING ANY GAPS AROUND PANEL RIBS. 5) ATTACH RIDGEIHIP FLASHING TO "Z" CLOSURES WITH A POP RIVET ON ONE SIDE AT 24" O.C. 6) IF ADDITIONAL FLASHING LENGTHS ARE REQUIRED, APPLY SEALANT AND LAP THE FLASHING OVER THE INSTALLED FLASHING BY A MINIMUM OF 3" SECURING THE CONNECTION WITH POP RIVETS. 1300 SERIES ROOF PANEL POP RIVET ONE SIDE ONLY 0 24" O.C. # 10-12X 1 " SCREWS (3) PER PANEL BOX PANEL END ASTM D226 30# FELT - (BY ENGLERT) ENGLERT HT UNDERLAYMENTJ SOLID DECK • • • • •• • • • • •• • Z CLOSURE CUT TO FIT BETWEEN PANEL, SET IN 2 CONT. BEADS OF SEALANT AND CAULKED VERTICALLY AT SEAMS (SEALANT PROVIDED BY ENGLERT) /HIP/RIDGE CAP FLASHING Z CLOSURE ©2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #8 SERIES 00 PRODUCT INFORMATION- ••e TYPICAL GABLE DETAIL STITCH SCREW 0 12" O.C. 1300 SERIES ROOF PANEL CONT. BUTYL TAPE (BY ENGLERT) ASTM D226 30# FELT. (BY ENGLERT) ENGLERT HT UNDERLAYMENT .... SOLID DECK • • GABLE FLASHING • • • • CLEAT • #10-12 Xi" • • • • .:• WOOD SCREWS® • •• • • • 1 2 " O.C. • • • • 009000 ••••.. • • • • • • • • NOTES: 1) INSTALL CLEAT ONTO FASCIA WITH #10-12XV PANCAKE HEAD WOOD SCREWS ® 12" O.C. 2) FIELD BEND PANEL AT 90 DEGREES, 1-Y2" MINIMUM. 3) ADHERE A CONTINUOUS LENGTH OF BUM TAPE (BY ENGLERT) ONTO THE TOP INSIDE OF THE PANEL LEG. 4) SLIDE GABLE FLASHING ONTO CLEAT AND ALIGN WITH PANEL. 5) CONNECT GABLE FLASHING WITH A STITCH SCREW AT 12" O.C. @2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #1 l SER ENGLERT HT UNDERLAYMENT ASTM D226 30# FELT (BY ENGLERT) TYPICAL VALLEY DETAIL NOTES: .... 1) INSTALL ALL VALLEY FLASHINGS BEFORE PANEL INSTALLATION • • • • • • 2) FASTEN VALLEY FLASHING TO SUBSTRATE WITH #10-12X1' PANCAKE HEAD • • • WOOD SCREWS 24" O.C. • 3) ALIGN AND INSTALL OFFSET CLEAT WITH TAPE SEALANT ON BOTH SIDES -OP' - VALLEY FLASHING AT LEAST 6" BACK FROM CENTER OF VALLEY FLASH4160 • • • 5) FASTEN OFFSET CLEAT THROUGH VALLEY FLASHING AND TAPE SEALA11T TO SUBSTRATE WITH #10-12X1' PANCAKE HEAD WOOD SCREWS 24" O.C. 6) FIELD HEM PANEL. : .0. 7) ENGAGE FIELD HEMMED END OF PANEL TO OFFSET CLEAT AND ATTACH • • • PANEL AS USUAL. SOLID DECK #10-12X1" PANCAKE HEAD ROOF PANEL. SCREWS ® 24" O.C. FIELD CUT & BEND 1300 SERIES ROOF PANEL VALLEY UM OFFSET CLEAT CONT. )fi" X i" BUTYL TAPE (BY ENGLERT) ENGLERT, INC. SUBJECT TO CHANGE IMTHOUT NOTICE PAGE # 13 TYPICAL PENETRATION DETAIL NOTES: 1) THE VENT PIPE MUST BE EXTENDED THROUGH THE FLAT OF THE PANEL. 2) CUT THE PANEL TO FIT THE PIPE PROPERLY. 3) TRIM THE ROOF JACK SO THAT THE PIPE WILL FIT SNUGLY AND INSTALL OVER THE PIPE. 4) APPLY SEALANT BETWEEN THE PANEL AND THE BASE FASTENING RING OF THE ROOF JACK. 5) ATTACH THE BASE OF THE ROOF JACK TO THE PANEL USING #1/4-14X7/8" STITCH XL FASTENERS cQ 1- O.C. 6) APPLY SEALANT BETWEEN THE PIPE AND THE TOP OF THE ROOF JACK. 7) INSTALL A STAINLESS STEEL CLAMPING RING SNUGLY AROUND THE TOP OF THE ROOF JACK. UCAIT DIOC SOLID DECK 1300 SERIES PANEL . • • • • • • •• . CREWS 11 O.C. EALANT BY NGLERT ASTM D226 30# FELT (BY ENGLERT) ENGLERT HT UNDERLAYMENT ©2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #21 Miami bhores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: Property Address: .... . . .... ...... Roofing Permit Number: • ...... .. ...... Dear Building Official: . :.. •:. **:Soo ' I certify hat I ve improved(tet- o I��o•pectioni afAe referEOCed. property as required by the M nual of rricane Mitiga ion R rofits for Exifling uilting •Fami�r Re$identi�• •;; • • • • • • • Structures as adopted by the orida Buildi Commi ion by ule 9B-3.04• .. ...... •• • •• • • . . •• . Signature rint Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/sh is the owner for the above property mentioned. Sworn to and subscribed before me this day of 20 Notary Public, Sate of Florida at Large (SEAL) FINAL COMPLIANCE Revised on 5/21/2009 RE: Permit # Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: ISO-5 U_Q_- vetrc 2— licensed as a (n) Contractor / Engineer / Architect (Print name and circle License Type) FS 468 Building Inspector License #: C CG C2 S 3 9 154 . . . .... ...... On or about I did personally inspeG%ttt, 6f deck na:*inq , ....:. (Date &time) .•0:•0 • work at (Complete Job Site Address) ...... .. . ..... • • • . • Based upon that examination I have determined the installation •• •• • •• •••••• was done according to th;t;rrtane Mitigation Retrofit: Manual (Based on 553.844 F.S) ••"•• X-12 .. ..•.•. r , Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of Notary Public, Sate of Florida at Large 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection SHEATHING AFFIDAVIT Permit No.: Job Address: Contractor/F Qualifier Nar Contractor A ****************************************************************************** I, 10Si,-V- (Print Name of Qualifier) do hereby affirm: That I will personally inspect and be responsible for the re -nailing of the existing roof sheathing as required by Florida Building Code (FBC) Section 2322.2.8 for the area covered by the roofing permit referenced above and further state that the re -nailing of the sheathing meets the requirements of the current edition of the Florida Building Code sections 2322.2. FBC Section 2322.2.2 Board roof sheathing shall have a net thickness of not lessagn:3/4 inc;: when the span is not more than 28 inches or 5/8 inch when the span is not more,18A 24 inches!: shall have staggered joints and shall be nailed with 8d common nails not less than t o in each F toot Y • inch board nor three in each 8 inch board at each support. •••.•• :toot• FBC Section 2322.2.8 when existing roofs are re -roofed to the point that the extStiAg roofing is* • • removed down to the plywood sheathing, the existing roof sheathing shall be r'e-nHild with 8d common nails (0.131 diameter by 2-1/2" long with a 0.281 diameter full roundIleacU. Powir•••• driven 8d nail shall be of the same dimensions. Nail spacing shall be six inches oacenter at nanAi edges, six inches on center at intermediate supports, and where applicable 10d nails four inches • on center over gabl sub- fascia. Existing fasteners may be utilized to achieve such minimum spacin .ontractor Signature) \>'VStXe- (Date) having first been duly sworn, does (Print Name of Qualifier/Contractor) affirm the statement o and correct by his/her own personal knowledge. (Notary Signature)(Date) Y1Personally Known to me _ Produced photo Identification- Type of Identification IllP CARLO$ A. LU NA R� P �N 'An owner/builder acting as contractor is considered the qualifier for this code. ' `���� �.���� Sheathing Affidavit Roofing Form -Revised January 2018 �° : Notary PUD11C -State of Florida rf �* •= Commission # FF245242 + pM�y Comm. Expires Jul 31, 2019 - rI11111/ BMW ^^R• AW&W Assn. •.toot •Soot• toot• •root• • SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additiona:ly, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2• Renailing wood decks: When replacing roofing, the existing wood roof deck may have to (,;�� be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4• Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; thgejbr!,. roofing nail penetration of the underside of the decking may not be acceptable;Thig pgavides tiva Eton of ' • • o: • maintaining the appearance. .. . 000 ...... .. ...... 6. Overflow scuppers (wall outlets): It is required that rainwater flow olfso that t�e PAS • not overloaded from a buildup of water. Perimeter/edge wall or other roof extejL*op0:jy bloclLois • 00000 • discharge if overflow scuppers (wall outlets) are not provided. It may be necespft�iflstall oVrRp%• .00... scu rs in accordance with the requirements of Sections R440 , 4403 a QQ1,3 • • 0 ature Date Con ctor S n re • • Dal 0 • Property Address 3 3 t 3 Permit Number Revised on 7/9/2009 LD;07/01/2015;