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RF-20-552ZO so 55 z IDZ3 -2t� k �o m § 20-1 MIAMI SHORES VILLAGE CODE unreinforced concrete except at driveways where a six -by -six -by -ten wire mesh shall be placed in the center of the six-inch thick slab, with appro- priate expansion joints every third section. All loose or deleterious material shall be removed and the ground surface rolled prior to placement of the concrete. The street side edge of the side- walk shall be constructed in the public right-of- way and shall be at the same elevation as the street crown and slope upwards at one fourth inch per foot towards the right-of-way line. All streets, roads, highways and swale areas shall be in conformity with the minimum standards as set by the state, county and/or municipal govern- ments and/or departments thereunder, and in the appropriate case in accordance with federal stan- Prior to the issuance of any certificate of occu- pancy or the release of any performance bond, all sidewalks upon which construction has com- menced within the village shall be inspected and approved by the village. (r) Enforcement of article. The village man- ager, or his designee, is hereby authorized, di- rected and delegated authority for enforcement of this article. (Ord. No. 621, § I, 9-5-00) Secs. 20-2-20-15. Reserved. ARTICLE II. STREETS Sec. 20-16. Installations in public parkways. (a) From and after June 20, 1972, it shall be unlawful to install in the public parkways in the village any pointed concrete or other material which stands in the form of a pyramid. (b) From and after June 20, 1972, it shall be unlawful to install in the public parkways in the village closer than 18 inches from the nearest edge of the paved surface of the designated road- way any rounded or other object designed to restrict parking thereon, except within 15 feet of an intersection where the distance will be limited to six inches. This exception is allowed to prevent vehicles from cutting the corner and destroying the parkway. (Code 1971, § 19-9; Ord. No. 364, §§ 1, 2, 6-20-72) Cross reference —Buildings and building regulations, Ch. 6. Sec. 20-17. Responsibilities of property own- ers regarding parkway area abut- ting street. (a) It shall be unlawful for any owner of prop- erty in the village to allow the parkway portion of an abutting street to be or remain in such condi- tion as to make the use thereof unsafe or danger- ous. property. This shall include mowing of grass, trimming of shrubs, and removal of trash and litter but shall not include trimming of trees. Parkway is defined as that portion of the street not paved and maintained by Miami Shores Vil- lage. (c) Property owners may pave a portion of the parkway abutting their property if approval of the building and zoning director is granted after his evaluation of drainage and traffic considerations. The building and zoning director will set the standards of paving each property owner must meet. (Ord. No. 492, § 2, 7-15-86) Secs. 20-16-20-30. Reserved. ARTICLE III. -SIDEWALKS* Sec. 20-31. Maintenance by -property own- ers. It shall be unlawful for any owner of properfy in the village which is contiguous to any sidewalk' or across which any sidewalk may extend'tSallow -such sidewalk to lie or'remain in such condition_ as to make the use thereof unsafe or dangerous. (Code 1971, § 19-1) *Charter reference —Improvements, § 53. CD20:6 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 I 7f�i --fl] Issue Date:03/23/2020 Location Address Parcel Number 544 NE 93RD ST, Miami Shores, FL 33138 1132060141070 Contacts Permit NO.: RF-03-20-552 Permit Type: Roof Work Classification: Asphalt Shingle Permit Status: Approved Expiration: 09/21/2020 SHERYL RUDNICK Owner 544 NE 93 ST, MIAMI SHORES, FL 331382844 MAXX LEVERAGE, LLC. Contractor GERALD MULLIGAN 31 TOLEDO CT, DAVIE, FL 33324 fames@maxxleverage.email Description: REMOVE AND REPLACE SHINGLE ROOF Valuation: $ 14,609.00 Inspection Requests: 305-762-4949 Total Sq Feet: 2,200.00 Fees Amount Application Fee - Other $50.00 CCF $9.00 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $3.00 Planning and Zoning Review Fee $35.00 Roofing Fee $250.00 Scanning Fee $9.00 Technology Fee $7.50 Total: $371.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $371.00 Credit Card 03/12/2020 $50.00 Credit Card 03/23/2020 $321.00 Amount Due: $0.00 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 contractor to do the work stated. 3 -z3 :Z Authorized Signature: Owner / Applicant / Contractor ! Date March 23, 2020 Page 2 of 2 Miami Shores Village 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 PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC V] ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 7--,A gY: FBC 2011 �' Master Permit No. JR F" O 3_ 20- 55 2 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Occupancy Type: Load k OWNER: Name (Fee Simple Titlehol Address: D't `t IV C 1 S/ the Building Historically Designated: Yes NO Construction Type 4 d-7/C Flood Zone: BFE: FIFE: Phone#: City: tii 4 fj f .54 at,-S State: ffor I j < Zip: 33 /3 6 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: /' / G kX G e✓er G S Q Phone#: Z3 4 -z-Z 7 Od ?S Address: 333 N6 73- 9 5-1 City: state: y t Lc✓'�d S Zip: .3.313 Qualifier Name: J e/"Sl d S415.7c hc. ////� 41) Phone#: State Certification or Registration #: OzZ Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ l qi 6/0q Square/Linear Footage of Work: 2 Z 613 -SC/ L C/-1 fell Type of Work: ❑ Addition ❑ Alteration El New Z Repair/Replace ❑ Demolition Description of Work: ! (e M aye C ^ d '-eJ-'a ee 5-1 "4 > / C roo ; Specify color of color thru the Submittal F4e$ Permit Fee Scanning Fetr$.;<.—•,4, Technology Fee $ Structural Reviews $ Training/Education Fee $ Cc Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) -1 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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. I 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 on 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. X Signatures OWNER or AGENT The foregoing instrument was acknowledged before me this -I I Ah day of MCifC k , 20 '2-0 by S►Wv i Qydni C k who is personally known to me or who hasproduced (jr< 1 VC✓ 4 CIUN SZ as identification and who did take an oath. NOTARY PUBLIC: Sign: 4�� Print: Seal: -------- — --- *************** .r APPROVED BY HAILEY G MUNOZ ?' •`: Notary Public . State of Florida ®� Commission N GG 255262 Bonded throuftfilational Notary Assn. Signature 6r1byW A" aW::���4 CONTRACTOR The foregoing instrument was acknowledged before me this d_iayof Parer, 20 2-0 by 6451`6 1U "AtAck n who is personally known to me or who has produced 6y,CE'f\$e as identification and who did take an oath. NOTARY PUBLIC: Sign: /► ' 1 Print: '-i&%�eu C . MLl6o-L Seal: ******************** Plans Examiner Structural Review HAILEY G MUNOZ Notary Public • State of Florida Commission 8 GG 255262 _ through National ning Clerk (Revised02/24/2014) Riami.S"'Ytl e F L O A D A PLANNING BOARD AGENDA OF St'-fllT• ", 174R ITEM NO. Name of Owner/ApplicantrsUWM U0141tK+ Phone No. Address of Property, and/or Legal Descri pti on qj* WV-- q *4 'Y Nature of Request Present Zoning fk MAS Area of Present Building Area with Proposed Addition Parking Spaces Provided Of fit. Parking Spaces Required with Addition Setbacks as per Code Setbacks Provided Variances/ U" omovokt. WOOD SIAWW's ' Orr Wm*ftji tit Mo Council Action Required Y" Date of Applicant Notification, Planning Board Action AV?K- � Council Action ,AM 111y RECEIVED j82U . Director of Building and Zoning .... ....... . . ..... . ... . ...... . .... .... . . .... . • Laura Moore Engineering, Inc. Structural Consulting Engineer, P.E. 765 N.E. 77th Terrace -Miami. Florida 33138 (303)739-5454 September 21, 1989 Gregory Rudnick 544 N.E. 93rd St Miami Shores, Fl. 33138 Dear Mr. Rudnick: Re: roof framing of "In -Law" house behind residence at 544 NE. 93rd St., Miami Shores, Fl. Per your request, I have provided an inspection this evening of the above structure to determine if the roof can withstand the additional loads of a file roof. The roof presently has wood shingles. Per my visual inspection and subsequent calculations this evening, I have determined that this roof can not withstand the loads from a the roof. Neither the rafters or the ties have been sized, braced or spaced for this load. Considerable modifications to the roof structure to change from wood shingles to flat or barrel file would be required to meet the requirements of the South Florida Building Code, Dade County edition, latest edition. Please do not hesitate to contact me if you have any questions regarding this matter. Thank you for the opportunity to be of service to you. Very truly yours, Laura Moore, President im • . . •. Y Y • • • ••• •At, _ �'• •• A. • .� •�. see," I•�C/' ••• • • •. �; t.4 • A. C W11, ,. • •� 'I• r b :•'•.' _ eagleview- M w C) W IL _j 7 In 0 s 31) model, facets appear as semi -transparent to reveal overhangs. PREPARED FOR Contact: James Moore Company:' Maroc Leverage Construction Address: 333 NE 23rd Street Phone: Miami R. 33137 239-227-0085 Premium Rep( 12/10/2 TABLE OF CONTENTS Images.............................. . ........... . ..... .............. LengthDiagram ...................... I .......................... ..... PitchDiagram ........... ........ ............................. ..... Area Diagram .......... Notes Diagram ......... ................. .. I .................... Report Summary...... ..................................... MEASUREMENTS Total Roof Area =2,456 sq ft Total Roof Facets =12 Predominant Pitch =5/12 Number of Stories >1 Total Ridges/Hips =78 ft Total Valleys =0 ft Total RakeA7 o �PJD T ,,ptao, Er FZONING 000 DA7- J Jx D P T Measurements provided bywww.eagieview.com .0 Certified Accurate www.eagieview.com/Guarantee.aspx (92008-2019 Eagle View Technologies, Inc. and Pictonnetry International Corp. -All Rights Reserved - Protected by E—pean Patent Application No. 10162199.3 -Covered by one or acre of U.S. Patent Nan. 8,078,436; 8,145,578; 8,170A40; 8,2.09,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Odw Patents PeDdng. Premium Report 12/10/2019 .00 - ea rf leview _ g IMAGES The following aerial images show different angles of this structure for your reference. Top View ,q� 2008-2019 Eagie View Technologies, Inc. and FSchometry Intemauonal Corp. -A] Rights Reserved - Protected by European Patent App iofion No. 10162199.3 - C—ned by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 6,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 1 eag leview- IMAGES North Side South Side Premium Report 12/10/2019 ...... .. .. ...... .... ...... • ...... .... . ..... ...... .. .. . .. ...... ...... • • .. .... •.. • • .. . . ....0000 ;c, 2006-2019 Eagle view Techncicge , Inc. and Rcmmetry Intemabonal Corp. - All Rights Reserved - Protected by European Patent Pp{1iohon No. 10162199.3 - Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170AM; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,890; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 2 _ ea leview- _ g IMAGES East Side West Side Premium Report 12/10/2019 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •0 0 0 • • • • • 0 • 00 • 0000 %e 2008-2019 Eagle \Ae Technologies, Inc. and Rctometry Intemabonal Corp. - Al Rights Reserved - Protected by European Patent Ppplicaton No. 10162199.3 - Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,816,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending, PAGE 3 eagleviewM I LENGTH DIAGRAM Total Line Lengths: Valleys = 0 ft Ridges = 59 ft Rakes = 173 It Hips = 19 ft Eaves = 141 ft Premium Report 12/10/2019 Fla'hing = 21 ft . • • • •. St eP.; �iin 7fV* •••••• • . Pallg co.= 143It.�� • sees:. sees.. • sees sees.. • sees.. sees . sees. sees.. % sees. .. .. . .. sees.. sees.. • .. •sees. . . .. . sees .0... 0 e• N W -q—� E S Note: This diagram contains segment lengths (rounded to the nearest whole number) over 5.0 Feet. In some cases, segment labels have been removed for been removed for readabil' . Plus signs reface some numbers to avoid confusion when rotated (e.g. +6 and +9 .Plus signs reface some numbers to avoid confusion when rotated (e.g. +6 and +9). ©2008-2019 Eagle Mew Technologies, Inc. and Actometry International Corp. — Al Rights Reserved — Rotated by European Patent Application No. 10162199.3 — Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,M, 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,%8; 8,818,770; 8,512,890; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 4 cj�� eag Ieview- Premium Report 12/10/2019 PITCH DIAGRAM Pitch values are shown in inches per foot, and arrows indicate slope direction. The predominant pitch on this roof is 5/12 N W -+ E S Note: This diagram contains labeled pitches for facet areas larger than 20.0 square feet. In some cases, pitch labels have been removed for for readabil ft Blue shading indicates a pitch of 3/12 and greater. Gray shading indicates flat, 1/12 or 2/12 pitches. If present, a value of " F' indicates a flat facet (no pitch). Q 2008-2019 Eagle View Technologies, Lit. and Pictometry International Corp. - All Rights Reserved - Protected by European Patent Application No. 10162199.3 - Covered by one or more of U.S. Parent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961, 9,514,568; 8,818,770; 8,542,890; 9,244,589; 9,329,749; 9,599,466. Other Patents Perdirg. PAGE 5 Ei eag ieview- AREA DIAGRAM Total Area = 2,456 sq ft, with 12 facets. Premium Report 12/10/2019 . . .... ...... ...... .. .. ...... •••••• .... . ..... ...... .. . ..... •....• . . .. . • • • • • • • . •••••• 00*0 Note: This diagram shows the square feet of each roof facet (rounded to the nearest Foot). The total area in square feet, at the top of this page, is based on the non -rounded values of each roof facet (rounded to the this page, is based on the non -rounded values of each roof facet (rounded to the nearest�uare foot after being foot after being © 2OW 2019 Eagle New Techndogies, Inc. and Fktemetry InOmiational Corp. — NI Poghts Reserved — Protected by European Patent Applimlion No. 10162199.3 — Covered by one or more of US. Patent Nos. 8,078,436; 8,145,578; 81170,840; 8,209,152; 8,515,125; 8,825,454, 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,890; 9,244,5139; 9,329,749; 9,599,466. Otf— Patents Perdng. PAGE 6 NOTES DIAGRAM Roof facets are labeled from smallest to largest (A to Z) for easy reference. Premium Report 12/10/2019 . . .... ...... ...... .. .. ...... .... . ..... ...... .. . ..... .. .. . .. ...... . . .. . ...... N W + E S © 2008-2019 Eagle M4 Tedrwlogies, Inc. and Rchxnetry InternaSonal Corp. — Al Rights Reserved — Protected by European Patent PpPlioton No. 10162199.3 — Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Oder Patents Pendng. PAGE 7 �J�] eag Ieview- REPORT SUMMARY Structure #1 Roof Pitches 13/12 _ Area (sq ft) 843.1 of Roof 59.2% The table above lists each pitch on this roof and the total area and percent (both rounded) of the Premium Report 12/10/2019 • _... ._.. _._.... -- —_. • 5� .. 12 ._ .I .... .. .. ...... S81.2 .� -a-4 . .8%��.—� �;Ah- that Qite .- ..... Area (Sq ft)1 1425 j 1468 ► 1539 1582 1611 1639 1682 j 1753 j 1824 Squares * 14.33 { 15.00 J 15.66 16.00 16.33 16.66 17.00 17.66 18.33 Measured Suggested * Squares are rounded up to the 1/3 of a square. Additional materials needed for ridge, hip, and starter lengths are not included in the above table. The provided suggested waste factor is intended to serve as a guide actual waste percentages may differ based upon several variables that EagleView does not control. These waste factor variables include, but are not limited to, individual installation techniques, crew experiences, asphalt shingle material subtleties, and potential salvage from the site. Individual results may vary from the suggested waste factor that EagleView has provided. The suggested waste is not to replace or substitute for experience or judgment as to any given replacement or repair work. Total Roof Facets = 8 Lengths, Areas and Pitches Ridges = 34 ft (3 Ridges) Hips = 19 ft (2 Hips). Valleys = 0 ft (0 Valleys) Rakest = 145 ft (11 Rakes) Eaves/Startert = 116 ft (9 Eaves) Drip Edge (Eaves + Rakes) = 261 ft (20 Lengths) Parapet Walls = 0 (0 Lengths). Flashing = 20 ft (1 Lengths) Step flashing = 69 ft (10 Lengths) Predominant Pitch = 13/12 Total Area (AII Pitches) = 1425 sq ft t Rakes are defined as roof edges that are sloped (not level). t Eaves are defined as roof edges that are not sloped and level. Property Location Longitude =-80.1863232 Latitude = 25.8605605 Notes This was ordered as a residential property. There were no changes to the structure in the past four years. © 2006-2019 Eagle View Techidogies, Inc. and Pictxnetry International Corp. - All Rights Reserved - Protected by European Patent Appication No. 10162199.3 - Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,%9; 9,329,749; 9,599,466. Odw Patents Pendng. PAGE 8 eagleview TW, REPORT SUMMARY Structure #2 Roof Pitches _ 5/12 Area (sq ft) 348.8 Of Roof 33.8% The table above lists each pitch on this roof and the total area and percent (both rounded) of the Simple Normal Premium Report 12/10/2019 .. C2 . . 6—:681.8 .. .. 90000o not W- that' it h • **:68 : • Complex . . .. . .... . Waste % 0% 1 5% J 10% 13% 15% 17% 20% 1 25% 1 30% Area (Sq ft) 349 ( 367 ( 384 395 402 409 419 437 454 Squares * , 3.66 4.00 { 4.00 4.00 4.33 4.33 4.33 ( 4.66 j 4.66 Measured Suggested * Squares are rounded up to the 1/3 of a square. Additional materials needed for ridge, hip, and starter lengths are not included in the above table. The provided suggested waste factor is intended to serve as a guide —actual waste percentages may differ based upon several variables that EagleView does not control. These waste factor variables include, but are not limited to, individual installation techniques, crew experiences, asphalt shingle material subtleties, and potential salvage from the site. Individual results may vary from the suggested waste factor that EagleView has provided. The suggested waste is not to replace or substitute for experience or judgment as to any given replacement or repair work. Total Roof Facets = 4 Lengths, Areas and Pitches Ridges = 25 ft (1 Ridges) Hips = 0 ft (0 Hips). Valleys = 0 ft (0 Valleys) Rakest = 29 ft (4 Rakes) Eaves/Starter-t = 25 ft (2 Eaves) Drip Edge (Eaves + Rakes) = 54 ft (6 Lengths) Parapet Walls = 143 (11 Lengths). Flashing = 2 ft (2 Lengths) Step flashing = 2 ft (2 Lengths) Predominant Pitch = 0/12 Total Area (All Pitches) = 1031 sq ft t Rakes are defined as roof edges that are sloped (not level). t Eaves are defined as roof edges that are not sloped and level. Property Location Longitude =-80.1863232 Latitude = 25.8605605 Notes This was ordered as a residential property. There were no changes to the structure in the past four years. ©2006-2019 Eagle New Techrdogi , Inc. and Pictometry Intemabonal Corp. —Al Rights Reserved — Protected by European Patent Ppoia6on No. 10162199.3 — Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pendng. PAGE 9 C eagleview- 544 NE 93rd St, Miami Shores, FL33138-2844 REPORT SUMMARY All Structures Premium Report 12/10/2019 Roof Pitches 1 0/12 1 5/12 1 • • • Area (sq ft) 681.9 930.299609 % of Roof 27.8% 37.9% i•��•�-� The table above lists each pitch on this roof and the total area and percent (both rounded) of the rop► i All Structures Totals Lengths, Areas and Pitches Ridges = 59 ft (4 Ridges) Hips = 19 ft (2 Hips). Valleys = 0 ft (0 Valleys) Rakes' = 173 ft (15 Rakes) Eaves/Starter' = 141 ft (11 Eaves) Drip Edge (Eaves + Rakes) = 314 ft (26 Lengths) Parapet Walls = 143 (11 Lengths). Flashing = 21 ft (3 Lengths) Step flashing = 71 ft (12 Lengths) Predominant Pitch = 5/12 Total Roof Facets = 12 Total Area (All Pitches) = 2,456 sq ft s�s.i.. ...... �34.3 ro :.•: that Pitdt 0 • ...... .. . ..... .. .. • •• •••••• • • •• • •••••• ProP41 ocatiori " : • • • • : LongituM = '80.18632r . ' Latitude = 25.86056M " Notes This was ordered as a residential property. There were no changes to the structure in the past four years. Structure Area Ridges Hips (ft) Valleys Rakes Eaves Flashing Step Flashing Parapet (sq ft) (ft) (ft) (ft) (ft) (ft) (ft) s (ft) 1 1424 34 19 0 145 116 20 69 0 2 1 1031 1 25 0 1 0 29 25 2 2 143 All values in this table are rounded up to the nearest Foot for each separate structure. Measurement totals displayed elsewhere in this report are added together before rounding which may cause totals to differ. The table above lists each pitch on this roof and the total area and percent (both rounded) of the roof with that pitch. This table provides common parapet wall heights to aid you in calculating the total vertical area of these walls. Note that these values assume a 90 degree angle at the base of the wall. Allow for extra materials to cover cant strips and tapered edges. t Rakes are defined as roof edges that are sloped (not level). t Eaves are defined as roof edges that are not sloped and level. ©2008-2019 Eagle View TedrKiogies, Inc. and ficrometry Intematonal Corp. —All Right Reserved — Protected by European Patent Ppoim6on No. 10162199.3 — Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,5B9; 9,329,749; 9,599,466. Other Patents Pendng. PAGE 10 j��eagleviewTM Premium Report 12/10/2019 Online Maps Online map of property http•//maps google com/maps7f=Q&source=s g&hl=en&ggmode==544+NE+93rd+St Miami+Shores,FL,33138-2844 Directions from Maroc Leverage Construction to this property http://maps google com/mapsn=d&source=s d&saddr=333+NE+23rd+Street Miami FL,33137&daddr=544+NE+93rd+St,Miami+Shor es FL,33138-2844 . . .... ...... ...... .. .. ...... .... . ..... ...... .. . ..... .. .. . .. ...... . . .. . ...... © 2008-2019 Eagle New Technologies, Lx. and Ffct mwtry Int—r oral Corp. - Pit Rights Reserved - PmbBcted by Eumpwn %wnt Ppplimbon No. 10162199.3 - Covered by one or more of U.S. Pa4.nt Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other PabeMs Pendn g. PAGE 11 Florida Building Code Online Page 1 of 3 r Q�Q: BCIS Home Log In I User Registration I Hot Topic I Submit Surcharge Stats & Facts I Publications Contact Us I BCIS Site Map I Links Search Or �!1 Product Approval USER: Public User Product Aooroval Menu > Product or Aoolicatbn Sear[h > Aooli[ation List > Application Detail • • • • • • • • • • • • • • • • • FL # FL12328-R8 Application Type Revision • • • • •••i•• •• •• •••••• Code Version 2017 Application Status Approved • • • • • • • i • • • • i •••• • • • • •••• • ••••• Comments • • •••••• •• • ••••• Archived D • • • • • •• •• • •• •••••• • Product Manufacturer TAMKO Building Products LLC • •. • • • •• • Address/Phone/Email PO Box 97 • • • Galena, KS 66739 • • • • • • • • • (417) 624-6644 Ext 2305 • • • • • • • • • kerri_eden@tamko.com • • • • • • Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/18/2021 Validated By Locke Bowden P.E. 9 Validation Checklist - Hardcopy Received Certificate of Independence • �11 1 - r� �y�• Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2Aezuarj gOl... 3/ 11 /2020 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/05/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/20/2017 Date Approved 12/12/2017 —• • • •77= • • • • • • Siiiin—mgiryof Products — • • FL # Model, Number or Name Description • • • • • • • • • • • ; 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with minesaigLoles • Limits of Use Installation Instructions • • • • • • Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2'01-1 al ReDort•f�•MKO Underlayments final.0df Verified By: Zachary R. Priest 74(;,1• • • Approved for use outside HVHZ: Yes Impact Resistant: N/A • • Design Pressure: N/A Created by Independent Third"rtp:•Yes • • • Other: See evaluation report for limits of use. Evaluation Reports • • • • • • FL12328 R8 AE TBP14001.4 t0176FBC Eval Report TAMKO Underlavmentsfinal.odf • • •• • • • Created by Independent Third@Party:•Yes 9 • • 12328.2 ASTM Tile Underlayment Coated organic underlayment • • Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments flnal.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Parry: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TPP14001.4 2017 FBC Eval Report TAMKO Underlayments finai.0df Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments flnal.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001A 2017 FBC Eval Report TAMKO Underlayments final.odf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001 4 2017 FBC Eva' Report TAMKO Underlayments f ial.odf Created by Independent Third Party: Yes 12328.5 No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 RS II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments flnal.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments flnal.Ddf Created by Independent Third Party: Yes 12328.E No. 15 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Approved for use outside HVHZ: Yes Underlayments flnal.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001,4 2017 r8C Eva. Report TAMKO https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2Aezuarj gOl... 3/ 11 /2020 Florida Building Code Online Page 3 of 3 Underlavments flnal odf Created by Independent Third Party: Yes 12328.7 No. 30 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions 12 Approved for use in HVHZ: Yes FI RS II 7BP14001.4 2017 FBC Eval Report TAMKO Underlavments flnal.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 2328 R8 AE TBP14001 4 2017 FBC Eval Report TAMKO Underlavments firal.odf Created by Independent Third Party: Yes • • • • • • 12328.8 No. 30 UL Asphalt saturated organic felt • • • • • Limits of Use Installation Instructions • • • • • Approved for use in HVHZ: Yes FI 12328 R8 II TBP14001 4 WA Eval Reoort.TAMKO Underlavments flnal.odf • • • Verified By: Zachary R. Priest 1 • • • • • • Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A aAM • Created by Independent Third Pbrt?+Yes • Other: See evaluation report for limits of use. Evaluation Reports . • • •. • • • • FL12328 R8 AE TBP14001 4jjk7� Fv l ReoAMKO Underlavments final.odf Created by Independent Third•PBIi • 12328.9 TAM -FELT Alternate to ASTM D 226, Type•II unVrlaymen= • • • • Limits of Use Installation Instructions • • • • • • • • • Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval RAbsrt: AMKO Underlavments final.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001 4 2017 FBC Eval Reoort TAMKO Underlayments final.odf Created by Independent Third Party: Yes 12328.10 TW Metal and Tile Underlayment self -adhering modified bitumen underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments flnal.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 rc8 AE TBP14001.4 2017 FBC Eva! Report TAN.KO nd rlayments final.odf Created by Independent Third Party: Yes 12328.11 TW Underlayment self -adhering modified bitumen underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlavments flnal.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001 4 2017 FBC Eval Reoort TAMKO Underlavments final.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M M Credit Card Safe https://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGE VXQwtDgtF2Aezuarj gOl... 3/ 11 /2020 Florida Building Code 6th Edition (2017) High Velocity Hurricane Zone Uniform Permit Application Form I Section D (Steep Sloped Roof System) 1 1 Roof System Manufacturer. GAF Materials Corp • • 1 Notice of Acceptance Number. 1 a- 03l 1 d 4 _ • _ _ _ _ • • • OL • • Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): • . • • • : • • IF : • P1: P1: P1: • _ i Deck Type: i plywood Min. 5/8" Type Underiayment 30# ASTM D226 Type l€ •' • • • [Roof Slope: 1 .. .... ."t': • . 12I Insulation:: N/A 0000 i t Fire Barrier:. NIA t � t "Ir"sc-L ,"6WTICGoctapsa2romof12"Lew 1 Ridge Verrttation? Fastener Type &Spacing: 1 \ Adhesive Type: N/A t Type Cap Sheet NIA t I I I Mean Roof Height: 13 Roof Covering: Timberline HD , 1 Type & Size Drip 3x3 Galy. 26 ga. 1 Edge: I 1 123_01-48 4119 PAGE NIIAMI DADE COUNTY M[AMI DAB; PRODUCT CONTJkOL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) M=� Florida 33175-2474 ]BOARD AND CODE ADAMUSTRATION DIVISION T (786) 315-2590 g (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www. Aamidade. ov/economv GAF .... ...... I Campus Drive Parsippany, NJ 07054 ...... .... ...... .... SCOPE: %so% This NOA is being issued under the applicable rules and regulations governing the use o f WJj7uctigq mjLterials,3p documentation submitted has been reviewed and accepted by Miami -Dade County RER roftst rct COnW Section lobe used in Miami Dade County and other areas where allowed by the Authority Having Jurip4ckon (AM, . . .. . ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade County P?o�t Control . Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County; resew the right to have this product or material tested for quality assurance purposes. If this product or material fails W perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modi), 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 of the Florida Building Code. DESCRIPTION: GAF Timberline HDO, Timberline® Natural Shadow®, Timberline® NS, Timberline® American Harvest®, Timberline® All, Timberline® HDZrm, Timberline® CS and Fortitude® Shingles 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 and revises NOA # 16-0811.11 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino �! MIAMI•DADE C-0;0 iTY Y' NOA No.:19-0312.04 Expiration Date: 02/21/22 Approval Date: 01/09/20 Page 1 of 'I ROOFING ASSEMBLY APPROVAL Cate o : Roofing Sub -Cate o Asphalt Shingles Materials-, Laminate Deck e: Wood •..• . . .... ...... SCOPE ...... 0.. ..-80 ...... This approves GAF Timberline HD', Timberline' Natural Shadow®, Timberline 1,'T'hnberline A•merlsau®: Harvest', Timberline AU, Timberline' HDZTM, Timberline CS' and Fortitude'rN SIfi les al i aaiutfactur ed by GAF as described in this Notice of Acceptance. ...... .. . ..:..' PRODUCT DESCRIPTION Product Dimensions Test Specifications GAF Timberline HD' 131/47x 39 3/8 TAS 110 Manufacturing Locations #1, 2, 3, 4, 5, 6, 7 . . .. . ...... Product Delchrpfion • Fiberglass reinforced heavy weight asphalt roo shingle, with a laminate profile GAF Timberline' Natural 13 1/a x 39 3/s TAS 110 Fiberglass reinforced heavy weight asphalt roo Shadow' and Timberline' NS shingle, with a laminate profile Manufacturing Locations #1, 2, 3, 4, 5, 6, 7 GAF Timberline' American 131/a x 39 3/s TAS 110 Fiberglass reinforced heavy weight asphalt roc Harvest' shingle, with a laminate profile Manufacturing Locations #2, 4 , 6,9 GAF Timberline'AH 131/a x 39 %7 Manufacturing Locations #2, 4, 6, 9 GAF Timberline' HD27w 131/a x 39 3/; Manufacturing Locations #1, 2, 3, 4, 5, 6, 7, 8, 9 GAF Fortitude' Manufacturing Location #4 GAF Timberline® CS Manufacturing Location #9 131/a x39% 13 '/a x 39 3/s TAS 110 Fiberglass reinforced heavy weight asphalt roc shingle, with a laminate profile TAS 110 Fiberglass reinforced heavy weight asphalt roc shingle, with a laminate profile TAS 110 Fiberglass reinforced heavy weight asphalt roc shingle, with a laminate profile TAS 110 Fiberglass reinforced heavy weight asphalt ro( shingle, with a laminate profile NOA No.:19-0312.0, Expiration Date: 02/21/2: Approval Date: 01/09/21 Page 2 of MANUFACTURING LOCATION 1. Tampa, FL 2. Michigan City, IN 3. Baltimore, MD 4. Myerstown, PA S. Ennis, TX 6. Tuscaloosa, AL 7. Dallas, TX 8. Shafter, CA ' ....' ...... 9. Fontana, CA ...... .... ...... .... ...... .. .. . .. . . .. ..... ..... ...... . . .. . ...... NOA No.:19-0312.04 t MIAM{•DADE COUPM ^-) Expiration Date: 02/21/22 Approval Date: 01/09/20 Page 3 of 7 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/RePort Underwriters Laboratories, LLC ASTM D3462 4788932264 Underwriters Laboratories, LLC ASTM D3462 4788717529 Underwriters Laboratories, LLC ASTM D3462 4787344101 Underwriters Laboratories, Inc. ASTM D3462 I ICA48924 Underwriters Laboratories, Inc ASTM D3462 1OCA21994 Underwriters Laboratories, Inc ASTM D3462 IOCA28717 Underwriters Laboratories, Inc. ASTM D3462 05CA4754: Underwriters Laboratories, Inc. ASTM D3462 06CA31990 GAF-101'CLa2 pRI Asphalt Technologies, Inc. ASTM D3462 Underwriters Laboratories, Inc. ASTM D3462 06NK0SISO PRI Asphalt Technologies, Inc. ASTM D3462 GAF-09 Q2;02 Underwriters Laboratories, Inc. ASTM D3462 02NK.41SO Underwriters Laboratories, Inc.Center for ASTM D3462ASTM 03NK26444 ff 989 Applied Engineering D3462 ' Underwriters Laboratories, LLC TAS 107 4789.25 M 4788717529 Underwriters Laboratories, LLC TAS 107 Underwriters Laboratories, Inc. TAS 107 OINK45803 Underwriters Laboratories, Inc. TAS 107 06NK05159 Underwriters Laboratories, Inc. TAS 107 04NK04273 Underwriters Laboratories, Inc. TAS 107 05CA42840 Underwriters Laboratories, Inc. TAS 107 02NK41811 Underwriters Laboratories, Inc. TAS 107 03CA35209 Underwriters Laboratories, Inc. TAS 107 04CA13850 Center for Applied Engineering TAS 100 257989 PRI Asphalt Technologies, Inc. TAS 100 GAF-912-02-01 PRI Asphalt Technologies, Inc. TAS 100 GAF4 44-02-01 PRI Asphalt Technologies, Inc. TAS 100 GAF-098-02-01 PRI Asphalt Technologies, Inc. TAS 100 GAF-101-02-01 PRI Asphalt Technologies, Inc. TAS 100 GAF-116-02-02 PRI Asphalt Technologies, Inc. TAS-100 ELK 083-02-01 ELK-084-02-01 ELK 085-02-01 ELK 086-02-01 ELK-087-02-01 ELK 088-02-01 ELK 107-02-01 ELK 108-02-01 ELK 109-02-01 .. • • • Date 12/13/19 01/31/19 07/25/16 10/22/11 04/22/11 07126111 11/1046 I lf3646 11702105 09/09/0t 00000 111=5 08/11l02 10/1W03 03/13Y97 IIA1.1$ O1/31/19 04/13/94 08/09/06 02/20/04 11/11/05 11/11/02 10/17/03 08/30/04 04/01/97 12/17/18 O1/13/04 11/08/05 11/09/05 03/23/06 10/16/02 10/15/02 10/14/02 10/24/02 10/21/02 10/16/02 10/09/03 10/09/03 10/09/03 sp� r Ms: , _ NOA No.:19-0312.0, k M�Art�aD� -OUNTY -:/ Expiration Date: 02/21/2. V-14VOYI J Approval Date: 01/09/21 Page 4 of' 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. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. INSTALLATION .... 1. Shingles shall be installed in compliance with Roofing Application Standard RA.S J 1�- • • • • • • • • • • 2. Flashing shall be in accordance with Roofing Application Standard RAS 115 ...... .. .. ...... 3. The manufacturer shall provide clearly written application instructions. 000000 • 4. Exposure and course layout shall be in compliance with Detail'A', attached. .... 5. Nailing shall be in compliance with Detail B.... ', attached. • • • • 0 • . ..... ...... .. . ..... .. .. . .. ...... LABELING ' Shingles shall bear the imprint or identifiable marking of the manufacturer's ndme ci 1090, .City and'966 of manufacturing facility, and following statement: "Miami -Dade County Product Control Aeppxoved".o f;he MjnAade County Product Control Seal as shown below. ' ....' V �f�tic6±dE�.�/`��AKVi � i AiD�ZiriH� r �,'�•�`�'/~ ��• S�� Bun,DING PERMIT REQUIREMENTS 1. Application for building permit shall be accompanied by copies of the following: 1.1 This Notice of Acceptance. 1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. NOA No.: 19-0312.04 Expiration Date: 02/21/22 Approval Date: 01/09/20 Page 5 of 7 DETAm A COURSE LAYOUT ,,iM(AM!-DADECOUNTY Exposure NOA No.:19-0312.04 Expiration Date: 02/21/22 Approval Date: 01/09/20 Page 6 of 7 DETAIL B OVERALL DBIENSIONS AND NAILING PATTERN FOR TMERL1NE HD® TIlVIBERLI e NATURAL SHADOW® AND TMMERLINE® NS 39-3/81' (1m) T 14-112"-17-1rT 14-1/2-1s-445mmt (3tE-aaguide (ine.6-3/t'.6-1M3" i / `'�'�'i�58mm)f3�'"mtrrr-^<-vT ---�---♦---49--iron! bottom o;stYn6le: ••• ••••• Me(l���seal .•:•.' .all�ive •••••• onbaciC • • •• • •••••• ENHANCED NAILING PATTERN - six nails per shingl&* • ; • • • •; required by some local codes and required for enhanced wind coverage on certain products. 0000 • See limited warranty for details. These shingles MUST be nailed a nominal 6" (152mm) from bottom of of shingle, above the cut outs, as shown. Nails must not be exposed. OVERALL DEWENSIONS AND NAILING PATTERN FOR TM0ER1aP1E1DVmj TIMBERLINE® CS, TMERLreAH,,AND FORTITUDE® 6-112' - 9-LT (165 nun -1i1'-2-tT(i3mm-64 13-1/4" (337 mm) 5-13J1& - 6-1/: (148 mm -159 mro For Mansard Roofs J Mal lAhtt l 39-3/8' (1 m) 6- END OF THIS ACCEPTANCE ttp -2-1,fi (13 mm -6; — TARGE [SAIL ZQl 5-13116' - 7- (148 mm -194 NOA No.:19-0312.0, Expiration Date: 02/21/2: Approval Date: 01/09/2, Page 7 of PREPARED ROOF -COVERING MATERIALS I UL Product iQ Page 1 of 2 U L Product iQTM TFWZ.R21 - PREPARED ROOF -COVERING MATERIALS Prepared Roof -covering Materials •••••• •••••• See General Information for Prepared Roof -covering Materials sees • • GAF 1 CAMPUS DR • sees R21••:••� PARSIPPANY, NJ 07054 USA :••:•: 0 Asphalt glass fiber mat shingles - "Royal Sovereign®", "Sentinel®", "Sentinel® ASTM D3462", "Timberline® tiD", "Tinberrhne® Natural Shadow®", "Timberline® NS", "Timberline® Ultra HD", "Timberline® UHD", "Timberline® CooM�eries®", "Timb�� ne® American Harvest"', "Timberline® HDZI", "Timberline® AW or "Timberline® CS", "Fortitude""', "Timberline® ArmorSWW;* II", "Timberline® AS II", "Marquis WeatherMax®", "Grand Canyon®", "Grand Sequoia®", "Grand Sequoia® ArmorShield'", "Grand Sequoia® AS", "Camelot®", "Camelot® II", "Slateline®", "Woodland®", "Sienna®" and "Glenwood®" for installation as Class A prepared roof covering. Suitable for installation on minimum 3/8-in. thick plywood roof decks in combination with minimum one ply "Shingle -Mate" or Type 15 or Type 30 underlayment. Also Classified in accordance with ASTM D3161, Class F. Also Classified in accordance with ASTM D3462/D3462M. Also Classified in accordance with ICC ES AC438. Asphalt glass fiber mat shingles - "WeatherBlocker"" Premium Eave/Rake Starter Strip Shingles" and "Pro -Start"" Starter Strip Shingles" for installation as Class A roof covering. Suitable for installation on minimum 3/8-in. thick plywood in combination with minimum one ply "Shingle -Mate" or Type 15 or Type 30 underlayment. Also Classified in accordance with ASTM D3161/D3161 M, Class F. Also Classified in accordance with ASTM D3462/D3462M. Asphalt glass fiber mat shingles- "Royal Sovereign®", "Sentinel®", "Timberline® HD", "Timberline® Natural Shadow®", "Timberline® NS", "Timberline® Ultra HD", "Timberline® UHD", "Timberline® Cool Series®", "Timberline® American Harvest""", "FortitudeTM % "Marquis WeatherMax®", "Grand Canyon®", "Grand Sequoia®" and "Camelot®" for installation as Class A prepared roof covering when used with minimum Type 30 underlayment over existing wood shingle roof. Asphalt glass mat hip and ridge shingles- "Timbertex® Hip and Ridge" for installation as Class A prepared roof covering. Also been evaluated in accordance with ASTM D3161/D3161 M, Class F when Henkel "PL Roofing and Flashing Sealant" or Sonneborn "NP1 Gun -Grade Polyurethane Sealant" is applied as specified in manufacturer's application instructions." Asphalt glass mat hip and ridge shingles, "Z® Ridge Cap Shingles" for installation as Class A prepared roof coverings. Asphalt glass mat hip and ridge shingles, "TimberCrestTM' Premium SBS-Modified Ridge Cap Shingle", "TimberTex® Premium Ridge Cap Shingles", "Ridglass® Premium Ridge Cap Shingles", "Seal -A- Ridge ® ArmorShield""" and "Seal -A- Ridge ® AS SBS- Modified IR Ridge Cap Shingles" for installation as Class A prepared roof coverings. Also been evaluated in accordance with ASTM D3161/D3161 M, Class A. Asphalt glass mat hip and ridge shingles, "TimberTex® Premium Ridge Cap Shingles", "Seal -A -Ridge® ArmorShieldTM"' and "Seal - A -Ridge® AS SBS-Modified IR Ridge Cap Shingles" for installation as Class A prepared roof coverings. Also been evaluated in accordance with ASTM D3161/D3161 M, Class F when Henkel Corp. "Loctite PL Roofing & Flashing Polyurethane Sealant" is applied as specified in manufacturer's installation instructions. Asphalt glass mat hip and ridge shingles, "Seal -A -Ridge® Protective Ridge Cap Shingles" for installation as Class A prepared roof coverings. Also been evaluated in accordance with ASTM D3161/133161 M, Class F. Asphalt glass mat hip and ridge shingles, "TimberCrestTM' Premium SBS-Modified Ridge Cap Shingle" for installation as Class A prepared roof covering. Also been evaluated in accordance with ASTM D3161/D3161 M, Class F when ASTM C920 Henkel "Loctite PL Roofing and Flashing Sealant" is applied as specified in manufacturer's installation instructions. https://iq.ulprospector.com/en/profile?e=148552 3/3/2020 PREPARED ROOF -COVERING MATERIALS I UL Product iQ Page 2 of 2 Last Updated on 2020-01-28 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 UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's 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: "© 2020 UL LLC" . • .•.• ...••. .•..•. .• •. ••.•.. .•.• • •.•.. .•.••• .. . ••..• .• .• • .. .•.•.. • • •• • •.•.•. https://iq.ulprospector.com/en/profile?e=l 48552 3/3/2020 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 ' 1 High -Velocity Hurricane Zone Uniform Permit Application Form. 1 1 Section A (General Information) 1 Process No. i Master Permit No. 1 Contractors Name i i Job Address .... 1 ROOF CATEGORY • • • ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/AdhesiweCet Tiles, • • • "' • • • • ❑ Asphaltic Shingles ❑ Metal Panel/Shingles O Wood Shf1§PeMakes :Yoe: .••• ❑ Prescriptive BUR-RAS 150 ' , ... • • , ROOF TYPE ••�••� �'• •• •�••• i ❑ New roof ❑ Repair ❑ Maintenance a Reroofing O Recovering, • ROOF SYSTEM INFORMATION : : • • • "' Low Slope Roof Area (SF) Steep Sloped Roof AREA (SSF) Total (SF) • • • •1 • •••• Section B (Roof Plan) 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 1 1 1 1 1 � 1 i 1 1 � 1 1 1 1 1 1 1 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, ICC (ALL RIGITrS RESERVED); accessed by Eliezer Palacio on Jun g, 2015 10:32:12 AM pursuant to Liecnse Agreement. No further reproductions authorized. 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 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: S4 -er y% R t4 Jr) 1 c, Property Address: 5 Roofing Permit Number: Dear Building Official: building because: ...... .... Date: • • • • • 9 31 J r . S 4ar>S {G certify that I am not required to retrofit the roof to wall connections of my o 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. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of f�-MhtrGh `1_CC>7.0 . � ��r'►" •., HAILEY G MUNOZ Notary Public . State of Florida Commission GG 255262 Notary Public, Sate of Florida at Large t� My Comm. Expires Sep 24, 2i022 Bonded through National Notary Assn, +1at�e� c",. ftU�G2 • When the just valuation of the structure for purpose Ydalorem taxation is equal to or more than $300,000.00, and the budding was riot 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. Revised on 5/21/2009 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. Additionally,.the following items should be addressed as part of the agreement between the owner ant the contragtor. Theowi4er1s initial in the designated space indicates that the item has been explained. • • • ...... .. .. 2. rz Renailing wood decks: When replacing roofing, the existingwood roa 0 f:d2r�C may�iaara�Cr be renailed in accordance with the current provisions of Section R4403. (The roof deCltls' usually • concealed prior to removing the existing roof system). • • • •; 4. _00 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 appeatild; Merefog • • • • roofing nail penetration of the underside of the decking may not be acceptable. This provides the optib>S of maintaining the appearance. 6. S_Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimetededge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413 Owner/Agen 's Signature Date Property Address Revised on 7/9/2009 LD;07/01/2015; Contractor Signature D e Permit Number ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D (Steep Sloped Roof System) �1 Roof System Manufacturer: A f 1 Notice of Acceptance Number: 19-03/V 1 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1 P1: P1: P1: 1 Deck T 1 Ype: /X • • • 1 00060. 1 Type Underlayment: 3 G L ` 000 • 1 Roof Slope: •' 1 .. • 12 Insulation: 00 0 00 0 • 1 Fire Barrier: • 00 Ridge Ventilation? Fastener Type & Spacing: (' 9 Cyrs • • 1 1 Adhesive Type: 1 1 Type Cap Sheet: 1 1 1 Mean Roof Height: I Roof Covering: 1 1 Type & Size Drip 1 Edge: 1 1 I FLORIDA BUILDING CODE — BUILDING, Sth EDITION (2014) 15.39 Copyright to, or licensed by, iCC (ALL RIGHTS RESERVED); accessed by Elieur Palacio on Jun 8, 2015 10.32:12 AM pursuant to License ��� Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) r High -Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section C (Low Slope Application) Top Ply Fastener/Bonding Material: 1 Fill in specific roof assembly components and identify r manufacturer r 1 (If a component is not used, identify as "NA") Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: System Manufacturer: 1 r Field: " oc @ Lap, # Rows @ " oc Product Approval No.: 1 Perimeter: _" oc @ Lap, # Rows _ @ " oC• � • 1 1 Design Wind Pressures, From RAS 128 or Calculations: . . .... Comer: _" oc @Lap, #Rows !�•@ " oc• 1 ...... 1 • r P1: P2: P3: • • • ... •... Number of Fasteners Per Insulation9oara: • r...... 1 Max. Design Pressure, from the specific product Field Perimeter _ ' • • • • ComeC." • I• • 1 approval system: 0000 • Illustrate Components Noted and Dateii�ssApplioeble: • • • • • .► 100:00• Deck: Woodblocking, Gutter, Edge TermirwkitiRr9tripping, Fleshing, I•••••. 1 Type: Continuous Cleat, Cant Strip, BaseFjas� , CounterfWshing, r •• 1 Coping, Etc. • • • Indicate: Mean Roof Height, Parapet Heoht, Heil ht%f ease • a •••: Gauge/Thickness: 1 Flashing, Component Material, Mate h Thickness+ener Fast � • • • • • Slope: Type, Fastener Spacing or Submit Manufacturers4Detaiis•that I• • Comply with RAS 111 and Chapter 16. • • • • 1 1 Anchor/Base Sheet & No. of Ply(s): r 1 1 Anchor/Base Sheet Fastener/Bonding Material: 1 1 1 Insulation Base Layer. FT. 1 1 Base Insulation Size and Thickness: Parapet Height r Base Insulation Fastener/Bonding Material: 1 1 I I r Top Insulation Layer: FT. 1 1 Top Insulation Size and Thickness: Mean 1 1 Top Insulation Fastener/Bonding Material: Roof Height 1 1 1 Base Sheet(s) & No. of Ply(s): 1 1 r Base Sheet Fastener/Bonding Material: 1 1 1 1 Ply Sheet(s) & No. of Ply(s): 1 I � 1 r Ply Sheet Fastener/Bonding Material: 1 1 I Top Ply: I 1 15.38 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezor Palacio on Jun B, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized.