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RF-01-22-204Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 03/04/2022 Location Address 9342 NE 9TH AVE, Miami Shores, FL 33138 Contacts JANINE LAUDISIO Owner ISAACS ROOFING & INSULATION Contractor 9342 NE 9 AVE CORPORATION ISAIAS DEL SOL Mobile: 3052345234 abigail@isaacsroofing.com Permit No.: RF-01-22-204 Permit Type: Roof Work Classification: Tile Permit Status: Approved Expiration: 09/06/2022 Description: RE -ROOF TILE AND TILE Fees Amount Application Fee - Other $50.00 CCF $15.60 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $5.20 Roofing Fee $250.00 Scanning Fee (Manual( $12.00 Technology Fee 57.50 Total: $347.80 Parcel Number 1132060020050 Inspection Requests: Valuation: $ 25,200.00 305-762-4949 Total Sq Feet: 2,100.00 Payments Date Paid Amt Paid Total Fees $347.90 Credit Card 03/04/2022 $297.80 Credit Card 01/26/2022 $50.00 Amount Due: $0.00 Building Department Copy 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 con truction and zoning. Futhermore, I authorize the above named contractor to do the work stated. / Applicant / Contractor / Agent March 04, 2022 Date Page 2 of 2 Miami Shores Village E-tv Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 $1 Tel: N LINE PHONE Fax: BEE: (305) 762 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC OOFING FBBC Master Permit No. ec—o,' Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: N 6 9 -J"' Folio/Parcel#: ; I — �;;d (0 —k17 — 0()�;O Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 3- n 1 Aa— Z,,,,,b, / Phone#: (7f6) 23G i , QQ3 57 (F Address: 13,-Iz g 7'Pt � p f— City: f ILw,L S%I>rfS State: Zip: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: / 5 4 4 C S. �GI Phone#( 3os)'3N--52 3y Address: 17.2. )L5- S • D i X I G }iwV S;4JI � 3d D � City: �C� rn2_ //u l� Z3 State: �— Zip: 3 J "-7 Qualifier Name: SGi G S Phon43o`) -')31- 5a3,{ State Certification or Registration #: CC-G')g` 13 A 7-10 I Certificate of Competency # DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ L S Z� Square/Linear Footage of Work: 'Z, , 16C� Type of Work: ❑ Addition /n"-❑ Alteration ❑ New Repaaiir/Replace /� ❑ Demolition Description of Work: � lg y. F l T I CG- i� / / ICE — — &L j Lqf f, c,4: b od ?6 C� N Specify color of color thru tile: &l bttrCE[#Lq 16 y - fie/ dA ekAld' Submittal Fee $_ Scanning Fee $ _ Technology Fee $ Structural Reviews $ Permit Fee $ Radon Fee $ _ Train ing/Education Fee $ CCF $ CO/CC $ DBPR $ Notary Double Fee $ Bond $ C.� A\ TOTAL FEE NOW DUE $ Z `9 (Revised@/24/2014) .Bonding Company's Name (if applicable) Bonding Company's Address City S Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature c' —_P �-- Signature ✓` �I r I OWNER orAGENT ONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrume was acknowledged before me this I-z+L dayof bFoew8e✓L 20 P-1 by i3dayof N506Li'19E2 .20.2 / by .) AAJ J.v E LRN 6 15 ! ri who is personally known to L$ A I A S'O L who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: -,mil NOTARY PUBLIC: Q Sign: VR— Sign: &-- Print: NIARIA ELENA CRISTOBAL Print: MARIA ELENA CRISTOBAL Seal: ii MARIAELENACRISTOBAL Seal: MY COMMISSION#GG987418 MARUIELENACRIST08AL -a• P EXPIRES: May 12, 2024 _ MY COMMISSION # GG 987418 •'%°g!,!;4•"•'••Bonded Tlw Nomry PUNia UnOenwuers e•,;, a EXPIRES: May 122024 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) LAUDISIO -ROOF A§SEMBLIES AND ROOFTOP STRUCTURES Master Permit No. Contractor's Name_ Job Address ❑ Low Slope ❑ Asphaltic Shingles ❑ New roof Florida Building Code7th Edition (2020) High -Velocity Hurricane Zone Uniform Permit Application Form Section A (General information) ISAACS ROOFING 9342 NE 9 AVE, MIAMI SHORES, FL ❑ Repair Low Slope Roof Area (SF) — Process No ROOF CATEGORY ❑ Mechanically Fastened Tile A Mortar/Adhesive Set Tiles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF TYPE RFICEIV�� ❑ Maintenance Reroofing ecovenng ROOF SYSTEM INFORMATION ; p 2 ) Steep Sloped Roof Area (SF) 2429 Total (SF) 2428 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflew scuppers and overflow drains. Include dimen- sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Piease see aiiac)ied drawing.. Zoning Dept. Date `� Building Dept. Date / "Zi327 Subject to compli ce with all Federal, COPY State and County ules and regulations. Permit# �C10E� 474 ' Pago 2 of Sa OF P-FLMA BUILDING CODE — BUILDING, 71h EDITION (2020) "•clie P emiuI11 RAY '_f l R tl F i! M Y .if tr �:x�x�c,�:lag_���FT,;t[.�4ir.Tt:�-A��:�Ci�ci:�►d:I�,: : • ... ��sx�y.�r.��.� I FNr.TH nTAr.PAM Total Line Lengths: Valleys = 92 ft Flashing = 7 ft Ridges = 153 tt Rakes = 100 ft Step -lashing = S ft Hips = 30 ft Eaves = 151 ft ZUNL MU I HN An i Where h=15' I 1 �'i�- •;-I _ I3eMe=6'x6' I r' d ;'s3a-- Y '14R Red A-— ---- ••--- � .`~ ' �:- I�'{ 4{T` Vv� Zane 3 I 1 .i�// We 1♦ LI III 1 , II I � I In 1 h l l l 1 1 I i l .• ; I2" o 1; ,. 1 in n 0 • III 1 1 1A t0 be 1 c 5�U0� G I 1 too - Zone 3 ♦ eR♦ — 1 l�Zone 1 IaJ. —F AL:.- 3e� •• ' R f—r 2R 13R>' Il 1 Zort. i lag W 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 readability. Plus signs preface some numbers to avoid confusion when rotated (e.g. +6 and +9). sue.... a ,.r v1 ne swe�rlor ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 7th Edition (2020) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: BORAL ROOF TILE LLC Notice of Acceptance Number, 21-0420.06 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone 1. 74 Zune 2e. 74 Zune 2n. 108 Zune 2r. 108 Zone 3e. 108 Zone 3r. 128 Roof Slope: 12 Deck Type: PLYWOOD5/9" Type Underlayment. ASTM D226 TYPE R q30 Insulation: N/A Fire Barrier: N/A Ridge Ventilation? Fastener Type & Spacing: 11 rA t-,/A"&PPRnvFn Rc NARcs,-sin^ TINCAPS 6" OC 2 @ IAPS & 2 ROWS FASTENED 12" N/A OC EACH IN FIELD Adhesive Type: SELF ADHERED Type Cap Sheet: POLYGIASS TU PLUS Mean Roof Height: IV Roof Covering FLORAL BARCELONA 9W Type & Size Drip 3" %3" 26 GA GALV Edge: 476 Page 4 of 30 OF Pirtl5RiDA BUILDING CODE — BUILDING, 7th EDITION (2020) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 7th Edition (2020) ORALHigh-Velocity Hurricane Zone uniform Permit Application For PAD NIA P ADHESIVES AH160 FOAM 1(ONE) MEDIUM PATTY INLAI.tMtfV I Co 24 6RAM S Section E tTife Calculations) �PERTILE For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the val! es 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" (Zone 1: 7" x X 3e1 - 97 75t) - Mg: S gn - Mr, 15.38 Product Approval M, 31.; (Zone 2e: 74 x X .3(n = z2.2a) - Mg: - - M,,,is_vL Product Approval M, 38.7, (Zone 2n: zm x h .30: = a'-"-) - Mg: `..�:. = M�„�.;.;,� Product Approval M, -- (Zone 2r: 109 x X _3n1 = 32.51 -Mg: 6.9n = M,,,Z.61 Product Approval M, 3a.7 (Zone 3e: i W x A ..302 = 32si) - Mg: &.30 = MM25.oi Product Approval M, 35.7 (Zone 3r: 12a x ), .3o1 = �E-s3 ) - Mg: 6.90 = M j, 31.63 Product Approval M, as 7 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table Below Product Approval M, Mr required Moment Resistance* Mean Roof_ Height Roof Slope - 2:12 - A --- 3:12 15' 20' 25' 30' 40' 34.4 32.2 36.5 34.4 38.2 36.0--- 39.7 42.2 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 1 26.4 28.0 29.4 30.5 32.4 7:12 1 24.4 1 25.9 27.1 1 28.2 30.0 *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 tile systems use Method 3. Compare the values for F' with the values for F,. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127't (Lone 1: x L = x w: = ) - W: x cos r = Fr, Product Approval F' (Zono 2o: x L = x w: _ - W: x cos r = F,20 Product Approval F' (Zone 2n: x L = x w: _ ) - W: x cos r = Frm Product Approval F' (Zone 2r: x L = x w: _ _) - W: x cos r = Fr2r Product Approval F' (Zone 3e:_ ____ x L = x w: _ ) - W: x cos r = Frio Product Approval F (Zone 3r: x L - x w: - ) - W: x cos r = rr3r Product Approval F' Where to Obtain Information Description Syasbol Where to find Design Pressure Zones 1, 2e, 2n, 2r, 3e, 3r From applicable table in RAS 127 or by an engineering analy- sis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier I Product Approval Restoring Moment due to Gravity M Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L - length W - width Product Approval All calculations must be submitted to the building official at the time of permit application. 02 A a eg 3e OF PACKETFLORIDA BUILDING CODE - BUILDING, 7th EDITION (2020) 477 MtAMauADE� MIAMI-DADE COUNTY 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 Rnral Ranflum T,T.0 7575Irvine Center Drive, Suite 100 Irvine_ CA 9261H www.miamidadexov/eeonomy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or, material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or materiai 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: Barcelona 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: 11Miami-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. A 19<iTTTf[.T ...AT , Ti- - STAR------- 1__ _1 -t_ _ _1_ i T_- I_ _, Tt__ A ._] C_ti---- 1 L_ t__ A V L` IAOLLTXG1110 1Lc 1YVt111u111Vc1 111CAicucu uy We WULu 1VL6W1-AJM&V I VLLLa.1Ly, Xlullu , aiLu luuuwcu uy' WC 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 NOA# 21 f1107.,04 and consists of pages I through 7. 11W OYV1111YWY YVVYµ1V11WYV11 YY µp 1V Y1V YYVLL Vy C11VA 11SVlµ. NOA No.: 21-0420.06 Expiration Bate: 04i26i22 Approval Date: 08/26/21 Page i of 7 a...e n ns 7n nF P,ar. F ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Descriptioa Barcelona 900 Length = 17" TAS 112 High profile, interlocking, one-piece, 'S' shaped, Width =13" Type — la high-pressure extruded concrete roof file V2 " thick equipped with three nail holes. For direct deck or battened nail -on, mechanically fastened, mn►�nr e.n+ nr esa%nai.sn c+nt nnh�inn4innn aaaV-6%" VV• V. MYa-VYa.• V NV► M�/!/aaVM►LV-aN• Trim Pieces Length: varies TAS-112 Accessory trim, boosted Barcelona, concrete Width: varies roof pieces for use at hips, rakes, ridges and varying thickness valley terminations manufactured for each file profile. 2.1 PRODUCTS MANUFACTURED By OTHERS Product Name ICP Adhesives Polyse& AH-160 TILE BONDTM Roof Tile- Adhesive Product Description Two component polyurethane foam adhesive. Single cornponvt polyurethane foam roof tile adhesive. Touch `N Seal StormBone 2 Two- Two component polyurethane Component Polyurethane Roof Tile foam adhesive. Adhesive Touch `N Seal StormBone'One One component polyurethane Component Polyurethane Roof Tile foam adhesive. Adhesive 2.2 MANUFACTURiNG LOCATION 2.2.1. Lake Wales, FL MlAMbDADE COUNTY ,...• Manufacturer (With Current NOM ICP Adhesives and Sealants, Inc. DuPont de Nemours, Inc. DAP Foam, Inc. DAP Foam, Inc. Nn A V ft * 'f 1 _AA'!t! n< �.va• r� v ■rvvv Expiration Date.- 04126/22 A a+.+rnvol 11otn. nQ/?f.191 --rr-... ».....�........ _... Page 2 of 7 Page 7 of 30 OF PACKET 2.3 SUBIVIITTED EVIDENCE: Test Agency Redland Technologies Professional Service Industries. Inc. The Center for Applied Engineering, Inc. Leiotex Corporation Testing Services Walker Engineering, Inc. American Test Lab of South Florida PRI Construction Materials A VVLLLLVLVSLVa7 NEMO ETC, LLC Test Identifier Test Name/Regort Date 7161-03 Static Uplift Testing Dec. 1991 A ,..,a,,.i... TTT L a./k/VLLLLLA AAA rr A Q 1 Al P. T A e 1 Alf A N AL &$4 A V/.. Ny At &&J A Vii`L L./ 716 i 03 Wind Tunnel Testing Dec. 1991 Appendix H TAS 108(Nail-On) P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Letter Dated Aug. 1, 1994 Wind Tunnel 'Testing Aug. 1994 TAS 108 (Nail -On) P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) IC-1320-94 Phv_ sical Properties Feb.1995 TAS 112 25-7688-3 TAS 101 (Adhesive Set) June 1996 25-7688-10 TAS 101 (Mortar Set) July 1996 25-7688-5 Static Uplift Testing June 1996 TAS 102 lZif T.Tr,n1�1n+� 1\Tn�1n Tliron4 `✓ lAVMwLM�I, 1�LiLL►7, LALVV. Deck, New Construction) 25-76884 Static Uplift Testing June 1996 TAS 102 (4" Headlap, Nails, Clips) SZUI 11-� Static Uplift 'Testing 1)ec. 199t5 520191-2-1 TAS 101 March 1999 Calculations Aerodynamic Multiplier 09/01/16 Evaluation Calculations Restoring Moments Due to 09/01/16 Gravity RT0617.03-16 TAS 112 06/29/16 COPO-002-02-10 TAS 101 10/12/2016 nn7on AM M All VVi V VVt. %P" Vt.. rrAe 1n1 AL11✓ AVA 1n/11)«n14 AV1 AAW IrV AV COPO-- 02 01 TAS 101 10/12/2016 2002T0003.01 TAS 101 11/06/20 4c-DPBS-20-LSOTM-01.C.R1 TAS 101 12/17/20 T#Jf1 A Nn . 11 J1A9A f1JC avas i•v.•ra v•rv.vv Eq*adm Dates 04/26/22 A mmin prim] ftm#a. 112N14011 Page 3 of 7 Page 8 of 30 OF PACKET 3. LmTAnoNs: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test in accordance with TAS 106 may require, refer to applicable building code. 3.3 Applicant shall retain the services of a -Maori. Dade County Certified -Laboratory to perform quarterly test. in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Department of Regulatory and Economic Development — Product Control Section for review. 3A Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 19 Mirnimnm alnno All) fnr manlianirallzr attar►Uafl +41AQ V.Y i• N... V.Y✓V •• iiI aV. .YYV --V..+• Nr.N./�.VY M.�/V• 3.6 313/90 loot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.7 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALL moN 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (Vlf) and Dimensions (I x w) Tile Profile Welght-W (lbf) Length -I (ft.) Width-w (ft.) Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - A (ft3) Tile Proms A. #f3) A. (flr3) Batten Application Direct Deck Application Barcelona 900 0.286 0.301 Table 3: Restoring Moments due to Gravity - Mg (ft.-Ibf) Tile Profile 291:12" 392:12" 491:12" 5911:12" 6":12" 791:12" or greater Barcelona 900 Battens Direct Deck Battens 1 Direct Deck Battens 1 Direct Deck Battens Direct Deck 1 Battens Direct Deck Battens 1 Direct Deck N/A 7.07 NIA 7.00 6.19 6.90 6.06 6.76 5.92 6.60 5.76 6.42 I%TfI A XT., . 'f 1 _nA'7n nA . • v. - . 14 V.. -; V ... V . v V ExpiraUaa D9 04/26/22 Arasarnryol na*,ma n�E!'llG/'f3 Pap 4of7 Page 9 of 30 OF PACKET Table 4: Attachment Resistance Expressed as a Moment - Mt (ft.-Ibf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15132f1 piywooa) Direct Deck (min.19132" piywooa) Battens Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw Shank flail Field Clip) .2.3.1 23.1 19.0 1-10d Smooth or Screw Shank Nail Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails (Eave Clip) 38A 38A 41.8 2-10d Ring Shank Nails' 33.1 48.1 45.2 1. Installation with a 4" ale headlaD and fasteners are located a min. of 21/" from head of tile. 1 1 Table 5: Attachment Resistance Expressed as a Moment Mt (ft Ibf) for. Two Paddy Adhesivez Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 TILE BONDTm Roof Tile Adhesive 193 TILE BOND'"' Roof Tile Adhesive 29.34 ICP Adhesives Pol set® AH-160 29.35 Touch `N Seal StormBond62 666 Touch `N Seal StormBon& 487 .. n_ s_ _mot__ .�_s. _�_ -s _I Z.. _s_tt_s:_ _s_ L %Jara luai11 alllICOIVFZ 111a1WIMAU101 0 W119jJW11G11L OppiM; 1I IVI III.7La11aLIN11 ICt�{J11�111GIILa. 3 Medium paddy weight of 8 grams per paddy of TtLE BOND"t Roof Tile Adhesive 4 Medium paddy weight of 10.7 grams per paddy of TILE BONDM Roof Tile Adhesive 5 Medium paddy weight of 8 grams per paddy of Polyset® AH-160 6 Medium paddy weight of 8 grams per paddy of Touch `N Seal StormBond ® 2 7 Medium paddy weight of 8 grams between the and underlayment, paddy weight of 4 grams on overlap of the of Tm Irh IN Rani StnrmRnnt1 ® lnna rmmnnnantl s APPROVED - Wn A Wee . II _nA9n dt� �.- s.v.. ri v .rv.vv EVkatioa Date: 04/26/22 A. w%v-j%vol nafa. IftW14./11 Page 5 of 7 Page 10 of 30 OF PACKET C Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Prnfila Resiefanra Barcelona 900 ICP Adhesives Pol set@ AH-160 6 e ,o i%1=i+uirosives r=oi seimyi+ri-iaU 3o.t- Touch `N Seal StormBonde2 Touch 'iv Seai Stonn6ond-2 0J., TILE BOND'" Roof Tile Adhesive j 5812 - - Large patltly W81gni OT tiJ grams OT YOIySett81 AH-1liU 9 Medium paddy weight of 24 grams of Polyset® AH-160 Large paddy weight of 60 grams or Touch 'N Seal Stormuond 4� 2 11 Medium paddy weight of 30 grams of Touch 'N Seal StormBond 0 2 tz Two parlays combined to form one. Piace one 1u gram paddy on the center of the unaerside of me tile, piace a second paddy of 20 grams on the deck. When tile is placed the two paddys combine to create one paddy weight of I 30 grams ioiai of TiLE BOivu 7� Roof T lie Adhesive. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Profile Application Attachment Resistance Barcelona 900 Mortar Set70 24.5 13 See specific mortar manufacturers Notice of Acceptance 5. LABELING G 1 All s:L... -1-..11 L--- A...:...___..._ :a.._a: C...u......._1.:.... —r A.............R..........J............._ 1........., a.....a..a t...t..... .a.a a vvu uav ....Yaaaa va ^•••g v .. auuuuauv..uva u uuaaa., w a�gv uu w.ua.a�u wa.s�, or following statement: "Miami -Dade County Product Control Approved". n1a T.An T rnDRADrrTnT.TA011f1TTTr11f *vvWAY reVT. PT Ax-r7� LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NnA- PIS.: 21-0120,96 Expiration Date 04126/22 Page 6 of 7 Page 7 I of 30 OF PACKET PROFILE DRAWING UNDERLOCK OVERLOCK 35/8" 13" BARCELONA 900 CONCRETE ROOF TILE END OF TIHS ACCEPT NTCE Nat 21-el29.96 Eaphaftm Date: 04/26/22 n,...�....oi no•". ngn.cm Page 7 of 7 Page 12 o1 30 OF PACKET MtAMt•awizzoe MIANII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINLS1'RA'TION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .mtnmidade.povlecnnomv ICP Adhesives and Sealants, Ine. 12.°i05 *Tlx/ AAih at--- Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade, rmintvpmdnct Cnntml Re&mr that thiq nrndnrt nr material fails to meet the renuirements of the annlirahle 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: Polvset® AR-160 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 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 NOA 17-0322.03 and consists of pages 1 through 11. MIAMMADECOUNTY Im . i NOA No.: 20-1124,07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 1 of 11 Page 13 of 30 OF PACKET ROOFING COMPONENT APPROVAL: Cafegocyc Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Poiyse& AH-160 as by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using Polyse& AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 1=nlvcg-f@A1T_1M AT/A TA Cr 1 Al Ts=rn nAU M i+nm++nncnt rsnitn�rAtl,nnA �nom O1SrQ ..�J ..-- --- - ./ I. L L - -IJ L V i L .. V V%OAAArV A' ko%O'L f 0'"' L%#%"" MYL♦"A . V 1CP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of Polysee AH-160 roof tile adhesive. 1%fQ ♦ -&-rw"m ♦ inmsT�rr�Ti'v T e'%r ♦ r7.T!\'ftT. INXIC1114 111' AM., l 11 i qj%.A I ILUA • 1. Tomball, TX. PHYSICAL PROPERTIES: Pro a Test Results Density @ 730F ASTM D1622 2.1 lbs./ft 3 Compressive Strength ASTM D1621 18 PSI Parallel to rise 14 PSI Perpendicular to rise Tensile Strength ASTM D 1623 29 PSI Parallel to rise Water Absorption ASTM D2842 7% Xff�: m%IT 1.iV1.7.•MLV . Yi,VL L tYL♦Li411VNiV11 , A QTAQ IM04 l &&0 L Lt1 L/.# V 7 1 D.0 ► 11 A.1 —0 1 VAAA.W Dimensional Stability ASTM D2126 +0.03 Yo Volume Change @ 40' F., 2 weeks -1.1% Volume Change @1580F.,100% Humidity, 2 weeks Closed Cell Content ASTM D6226 94% Note: The phvsical properties listed above are presented as typical average values as determined by "ted AST-M test nethods andaresubject to- normal manufacturing variation. MlAMMADE COUNTY NA A N... In 1 1 1A not -1v---.v60 ry �aM- *vl Eapirathm Date: 05110/22 A v%v%w^:rol T'ko#a. M 119111 --rr-...... -.».v. v-. -v. -- Page 2 of 11 Page 14 of 30 OF PACKET EVIDENCE SUBMITTED: Teat Atencv Teat Identifier Test Nofie/Renart Date Center for Applied Engineering #94-060 TAS 101 04/08/94 �S7Q1Q_1ne TAc lnl 11)/16/06 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11 /02/95 25-7492 SSTD 11-93 12/12/95 AA;laa T ATR_SQQr%Z1 A 0-IMI n 1 All Al/n1 10A Polymers Division Trunty Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS i23 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 CIA1 nn 1) 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 NEW ETC, LLC 4p-1CP-20-SSLAF 01.$ Physical Properties 12/4/20 R1 LmTATIONS: 7 1•'iira-1arr;4;^c+;^n it not %ort of tlsir onrantonna 1?afar to +Um DranoraA Annf'T;la A eves"%h1w fur firs rotirnev a• a as V vawi/yaaavwwVY ay Yvr rw . V- w wvvv✓MMavv --.W. rV —W - ay./wavY -- --W a ayyvYava • ava �Yv �.wYY��• 2. PolysetP AH-160 shall solely be used with flat, low, & high file profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polysee AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed hers shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. Wf%A W...'In 11'?A nM Eapkation Date: 05/10/22 AhsUrnssol tswotn. M M4191 --rr....... ..�...-.-... -- Page 3 of 11 Page IS of 30 OF PACKET INSTALLATION: 1. Polyset AH-160 may be used with any roof tie assembly having a ciuent NOA that lists attachment resistance values with the use of Polyset® AH-160. 7 Pnlvcpt® ATT-1 An chaff hp armupA ;?% rmmnlyanrp uAf1h the rmm-nnnpnt Asmlirafinn cpr finrn and flop rrnrmcnnnrHna Placement Details noted herein. The roof tile assembly's adhesive atftichmen with the use of Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof file assembly NOA. 3. Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Ins.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the " B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. Polyset® AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in fishly applied adhesive. Tile must be set within 1 to 2 minutes aft" Polyset® AH 160 has been dispensed. 9. Polyset' AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. unA V,..'7n 117A a-r � I %OA + Is V.. r V ++ram.. V . Expiration Date: 05/10/22 A-ns.rnsmi TNo4n. AZ 112111 a +lrr. v.w✓«w► v+.rv.r+ Page 4 of 11 Page 16 of 30 OF PACKET Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum paddy Contact Minimum Paddy Gram Area Weight have Uourse - Mat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-I9 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap'file) Two Piece 2 Beads (1 each longitudinal =rs 17 grams per bead edge) 20-25 sq. each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marldng of the mnnnfarfimpr�e nnmp nr lnon nrd fnllnwino ctntpmpnt• "miami_nntip rnimty PmAiiet rtrnl Am mvp&' nr flip Miami_ Dade County Product Control Seal as shown below. BUILDING PERMIT RF.ni1iRF.MF.NTR_ As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. Nat Nc.. 20 1124.91 Expiration Date; 05/10/22 A-...,.. I nole. M 1142M1 Page 5 of 11 Page 17 of 30 OF PACKET A TITL`Qrvir PT Ar irmi'NT Iy r.,L IT ft t Nail through plastic cement Paddy (Beneath Tile) (when required) Underlayment'K ° loin. . I _. f Battens opt E.Course loin. in Fascia' lEave Cloture Flat/Low Profile Tile Qtorl ina at the rave rnnrcr annlu a minimum gas (50.8 Turn) x 10" (254 mm) x I" (25.4 mm) foam .f.a...._ aL.. .._.1.._1.._._..... paL..l� Vuw WY YLLVYLL6''aLLYLLLY/VJILLVLW 6n nVVFIl, under the strengthening rib closest to the Overlock of the tile being sei. 2. Continue in same manner. Insure approximately 17 (109.7 cmZ) — 23 (148.4 cm?) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 Turn) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile beine set. 9 Cn",nip. in camp manner Tnenrp atmmvimatply 17 ,_. _rr__.—_____- _. (109.7 cmZ)— 23 (148.4 cmZ) square inch adhesive LL...._a,._.: a.. ..r LL.. .:1.. Wll1(WL F1W WY WaVVL OLVV VL WV LLLY. High Profile I Single Pan Tile I. Starting at the eave course, apply a minimum 2" MA R mml T in,, 09A mm) T 1" (75 A mml fnam paddy onto the lmdedayment positioned as shown ... d.... LL.. WLYVI WY _W_V�1L1V..11 0WOY.O1 W WV overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cmZ) — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. PIVA No.. 7i-U24.67 Expiration Date: 05/10/22 Approval fume: GLUrAi Page 6 of 11 Pane 12 �! v_n nE PACKET AnwF.cryF Pr _ArF.m1RNT IDRTAn. # 2 Nall through plastic cement Paddy (Beneath Tilel (when required) ^ Undedaymayment \ i r st 7in. i 21n. / Battens optional -. ° - EaveCaurse loin. Fascia Eamrom,um �. Nail through plastic cement (when required) Paddy (Beneath Tile) nderlayment 2i NNNNFFFF in. Battens optional loin. 2 in. Eave Closure Eave Course Fascia ' 1`16YLVn 11 VlLLG aLLG i. Siariing atme cave course, apply a minimum ' (50.9 min) x 10" (254 min) x 1" (25.4 min) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlook of the tile being set Insure approximately 17 (109.7 cm2) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) :C , k.s " U .) x i" (25.4 iuua) Lvaua Ya + j vuw/ aitu-. underlayment positioned as shown under the strengrhening rib closest to the overiock of the the being set. 3. Continue in same manner. Insure approximately Hy' (64.5 cm) - 12 (77 A cm) square inch adhesive contact with the underside of the tile. 1tlGYlYLa LaVL1G/ LVYVLG lOLL lLLG 1. Starting at the cave course, apply a minimum 2' (50.8 min) x 10" (254 min) x 1" (25.4 min) foam paddy onto the underlayment positioned as shown under the pan portion of the the closest to the overlook of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x / ,1 / /.V a .... J..j Yuw uas. underiayment positioned as shown under the pan portion of the rile ciosest to me overiock of the uie being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (903 cm) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) lynA No : 29 1124.e7 Expl mdm Date; 05/10/22 A.... --I nee.. ^1/2E/21 Page 7 of 11 Pace 19 of 30 OF PACKET ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nail through plastic ce I(when required) / Paddy(Be.e.th Tl0 1 Underlayment 1 �4.1 2i m 3 . Banensoptionall ,\ Eave Course Fascia Weephole loin. 2 in. Eave closure Drip edge n�,.rt., r e.Sm n.._ gyres.. aairss a s sraua: r svau�ao a W a uc I warang at me cave course, apply a minimum L (5u.a mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set Insure approximately 17 (109.7 cm) — 23 (148.4 cmZ( square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (i 77.0 isaw) x 111 (25.i --N ♦--- yrsiauj �uw wG underiayment positioned as shown under the pan portion of the tue closest to me overlock of the the being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm) -19 (122.6 cm) square inch adhesive contact with the underside of the tile. 70A PIo.: 20 1124.97 Eapirstton Date: 05/10/22 A "ornool ilelo. n1"UnI Page 8 of 11 Pape 20 of 30 OF PACKET A"T76QYVW PT A!'L'ML'NT nv-rATT If Mail through Pl taCCITM[ Pa�(Detwe"Well required), 11 \\ f Wttens optional i • \� � VadOy;undu tile) single lamiciv S.ngiepaddy .. �.... -wcdar.caa}^revy' lx{k. :\ loin: - • ' � � Faxii Faveclowre Hat1ow Profile Tile Medium Prottle Tile 1. On the cave course only, apply a minima 2" (50.8 mml s r n" Qr%A mml Y It' (7r A mml foam naAAv onto the mrderlayment positioned as shown, under YlY OLLYllCf,WY1W16' LlV LVL Llama IxLY Vl W1VYL YLY FIWl portion of the tile for low or high profile tile closest to the overiock of the the being set. Leave approximately 4" (101.6 mm) up from the cave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 inl (109.7-148A cm) of adhesive contact with the underside of the file 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 uual� LYaxla yuuuy Yuw ...Y uuw.aauy xLLYUL JYOL YYLV n the second course line positioned foam paddy under the strengthening rib for fiat tile, or under the pan portion of the tile, closest to the underlock for the second course file to be installed. Insure approximately 8-9 in' (51.6-58.1 cm) of adhesive contact with the underside of the tile. /lnafn�rt3nnc rnntinnnii nn nnrt nnoal Expiration Date: 05/10/22 Page 9 of 11 Pane 21 of 30 OF PACKET ADEESIVE PLACEMENT DETAIL ## 3 (CONTINUED) Nail through plastic cepent-,, Single paddy u oder file initen requhech Paddy lbety West Baticacs Paddy ltmdertilel ! sw91e _,!A 4 aln. Paddy an /y Lap oide °= 7� Faye Cawye\\\�� W,�re�eph Fascia a2 In.. Fars dawte Drip edge High Prof!eTI!e 3. Also apply a 2" (50.8 mm) x 4" (I01.6 mm) x %" try mm) puuay on Wp or me cave course rue surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm.) - 11 Mcm2) square inch adhesive contact with the underside of the tile at the overlap anri 7 !d5 9 crnZl _ Q !SR 1 cm21 srntare inch adhesive contact with the underside of the tile at V M �VLLVLL VY au p(Y1.V Wr/�Y1V�. Nat N... 2e !124 nT Expiration DaW. 05/10/22 nlnvna Page 10 of 11 Pape 22 of 30 OF PACKET ADHESIVE PLACEMENT DETAIL Two PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications in contact vdth the pan tile. (when required) 2) Turn covers upside down. Place adhesive in to 1 in. fromoutside edgeof cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Underlayment -fir•'' _rr y� �•` .y � �- �-ram ri �"� o Sheathing Eave closure (motar shown) Weephole Fascia Board Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at save line. lWo Piece Barrel - High Profile Tile Two Piece Barrel (Can and Pan) Tile 4tartino at the enve emirce. annly a minimum 2" V I L a I (50.8 turn) x 10" (254 tom) x 1" (25A mm) foam *%nAAvr unto +1ka »»aerinileYsa»+ e.noitin»aIa na r6wY, %1"0~ euV eALLeiVa LeL,�auVL\. �/VUL haVLLw �Na shown under two adjacent pans tiles. Support eave . •t r 1 • . •, TJ L11G, 11V111 LULililllb' WIL11 dU11G,1VG LLib tt ULIUL1L;G W cure. 2. Continue m same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the nnn tile- '2 T-,erve A^n rem "%rr%^c%;" a +'hcb ✓• L EKY VV I VLN %6JOUL%►V "%'f7 ii V/l�/V YJ.LIb 4LtV MLLVVL YLMV of the tile. Apply a minimum l" (25.4 mm) x 10" /.1r, I _.....% 1. - - 1 . r 11. . . 1'... ..1 - .. .1. - ! -- -- - -. `LJI+ wit) UV4U Ul UU11051VG UUMALY VU WG 11111G1 edge of each side of the cover tile. Leave approximately :5l4" (19 MM) to 1" (:&M mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover file over after foam is applied and nlace onto nan file enime_ Tn- lire a mininmim of L A 20 (129 cm) - 25 (161.3 cm) square inch contact area on each side of the cover file to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are nn»nirinroel n.�+in»n1 VViLULeAV4 Ve.► V�/YaVueLl. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) milers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE W0 A No . 7A 111A not L""AA a.Vee ry �eV l Exphmtion Date: 05/10/22 A ssnrnsrol ]notae Al /94191 Page 11 of 11 Page 23 of 30 OF PACKET MIAMFOgDE_ _ COUNTY PRODUCTCONTROL 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 NuA1 www.ndanddidG2oy/economv Pnivolms TTCA Tnc- 1111 W. Newport Center Drive naarfiald Rauch Tr. T%AA7 SCOPE: This NOA is being issued under the applicable MIM and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments 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 4ha unnlinuhla hnilAinn rndn ncnufivrly a#an}inn flac narfnrmnnra nfA,ie nrnlhmf 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 manufactuec 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 he available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.17-0614.22 and consists of oaees I throuPll 7. The submitted documentation was reviewed by Jorge L. Acebo. ... APPROVED NOA No.: 21-0602.14 vs :_" n n..a_. (IOM 2l22 Approval Date: 08/26/21 Page 24 of 30 OF PACKET ROOFING COMPONENT APPROVAL Catefforr. Roofing Sub-Cateeory: Underlayment MP4wrlwl• CRC APP PRODUCTS DESCRIPTION: Product Pnlvafir4 iR_Yw Manufacturing Location #1 & #2 Polystick TU Max iviunufuciufing Location nl & #2 Test Dimensions Specification Product Description (lr 11 A' v A qTV n 1 o'7n A fine m amilar/eanri tnn c ,rfarP ePlf_mAl"dino APP 3polymer modified, fiberglass reinfo erg reed, bittmtinous sheet material for use as an underlayment in sloped roof 60 mils thick assemblies. Designed as an ice & rain shield. 65'8" x 31-3/8" TAS 103 and A rubberized asphalt self -adhering, polyester reinforced 60 mils thick ASTM D 1970 watemmofing membrane. Designed ac a a roof tile underlayment. y Polystick TU P 32'10" x 3'3 %" TAS 103 and A rubberized asphalt waterproofing membrane, glass - Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface Location #2 designed for use as a tile roof underlayment. YOlyatlCk 1 U Plna 65` x ss= i8 TAS iO3 and A rubberized asphait seif-adhering, glass-fiberipoiyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location #1 & #2 Polystick MTS 65'8" x 313/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 313/3" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufarturinv 60 mils thick membrane, glass fiber reinforced with polyolefinic film I.ocation #2 V on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastollex S6 G 32'10" x 3'3-3/a" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof the underlayment systems. MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL Pa.-u 25 ef 30 OF PAC.KPT l�lva�i3.7 2�11.4M.1A Expiration Date: 09/13/22 Page 2 of 7 Test A►encv Trinity I ERD �.L aa.---- •-L .... EVIDENCE SUBMTMD Test Identifier Test Ngme/Reoart P37300.10.11 n37sgn m,13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14 PLYG-SC 10130.06.16-3 P- YG-iVi3V.Ub.i6-1 PLYG-SC10130.09.16 PLYG-SC 13035.08.17 TAS 110/ASTM D4798 & D 1970 TAS 103, TAS 110 & ASTM D1623 ASTM D1623 TAS 103 & TAS 110 ASTM D 1970 & TAS 110 TAS 103 & TAS 110 ASTM Di9 0 & TAS 110 ASTM D1623 TAS 103 & ASTM D4798 Date 10/19/11 mm'7/1 z 05/12/14 10/03/14 10/07/14 10/17/14 06/27/16 06%27 16 09/22/16 10/32/17 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and ctate of mamifartnrina fanility and thA fnllnuAna ctatPmPnt- "Miami-T)ar1P rminty Pmrinrt rnntml A-mmuerd" ----- -----------�—o------I --- ---- ----- o---------- - -- - ---- - - ---, - - - ---- - - --- -- - rj--- or the Miami -Dade County Product Control Seal as shown below. Run nwr. PV.RxuT RF.n1rTmw.mw.lTc! Application for building permit shall be accompanied by copies of the following: 1. This Notice of Aacepta=. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. &MI. MDADECOUNTY. Page 26 of M OF PACKET Wf%A WT & '?I nKn'f ! A ��vLa a�v.. rs vvvr.i-i Expiration Date: 09/13/22 A vs. w. xnml nca*o. nQnxr» �ar�.�v.w aiww• vvrv.ra Page 3 of 7 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System i ype E(i): Anchor sheet mecnanicaiiy fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polvstick IR-Xe, Polvstick TU Max, Polvstick TU P. Poly_ stick TU Plus, Poly_ stick MTS or Polystick MTS Plus, self -adhered. Poly Surfacing: See General Limitations Below. �nn2r Tisrn '� • LVVi1 t,li/V t• nir.,.,i nr►r. ir.n»�nta� !. VVV, aaV1a fuV Y/KW,.► Deck Description: Min. 19/32" plywood or wood plank System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastenine: Per FBC 1518.2 & 1518.4 Nails and tin cans 12" grid, 6" o.c. at a minimum 4" head lab. (for base sheet only) - - - Membrane: Elastoflex S6 G, hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polvstick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polvstick TU Plus, self -adhered. Surfacing: See General Limitations Below. Peep 27of M 4P PACKET Nf % A WT . It I "n'! 1 A a10vas a,v.. ra vvv�..ai Expiration Date: 09/13/22 Page 4 of 7 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlavment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice or Acceptance. 8. All protrusions or drains shall be initially taped with a 611 piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. v W WW ID A 3 TRATT A'TT�iNC o Z1111Zi 1 A 1 1 may: 1. Fire classification is not part of this acceptance. 2. Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. i1 1 A&-I—VY1 VT_ i 1 1i 4_f'__t'_4_1 �—__a._1 1 Cast_ rGl��iUV.K u _,&r. illslj% l�G U,GU In du G IUGV1VLLS it.i` SOULU11Cs "MOU G?�1:Ci�S1.1L1CLM 11�U 1L� dUU tUUL Ulu SYSLUIM. Polystick TU Max may be used in non-structural metal roofing and roof the systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS rius snail be applied to a smooza, clean and dry surface. 'I deck shall be free of irreguianues. S. Polystick IR Xe, Polystick TU Max, Polystick TU P. Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polygtass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex ure Limitations (Days Polystick MTS Polystick I IR-Xe Elastoflex I S6 G Polystick TU Plus Polystick I TU P Polystick I TU Max I Polystick MTS Plus i WV-1. rs 'r.W 1 • nn 1 nn 1 , nn 1 . nn 1 ♦ nn 1 nn 1 ♦ nn 1 "LuLCr EMYCU, rL IOU 7V IOV 1OV IOV IOV IOV Dazelto PA NIA 1 90 1 NIA 180 NIA 180 N/A 7. 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. a�vaaa�v.. ra vvvr.a-. MlAMHDADE COUNTY Expiration Date- 09/13/22 A ne"Ic"I a a1.l.. v.... r.»w• vw rvrra LP$op va ftf %n nF agar-KPT Page 5 of 7 8. In roof file application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. u.a....a:a, XJFrQ .,..a n.a.,ew.a. XAMO w.— __ r..., t—A «.. --^I ------- 11., r . f---A ..,:«t, a.o Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) file assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (E3) Profile MTS S6 G Polystick TU P TU Max MTS Plus MTS Plus with TU Flus Flat Tile Prohibited 4:12 6:12 6:12 5:12 6:12 without battens led 4:1'2 6:12 6:1'2 4:12 6:12 r I without battens I I I I I The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly nn the underlayment R efer to Poly ass' Tile loading detail below for loading procedure - twn tile-, laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles - for all .yn.inrlosmsnnfc mce t Pel Stlek MTS which shall be loaded onto battens. Roofing Tifes _ (6 Max. Per Stack) �l 12 N t0 V Fbof De Prepared m1h POLVSnCK TU Rim 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with snecific nrenared mofine nroducts. Polvstick IR-Xe. Polvst lck TU Max. Polvstick TU P. Polvstick TU Plus. Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick Ht-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick s r.nn _._ � min...___ __. ...__._a._—nI< __ _ rail ____._._._.e.. .... te r_.:._ _,♦ iraa O, r uayeuL:A. 1T& 10 KI" ui MmnwuCA ou v O a WMIJUUUUL PALL ul au wncwuiy W WU l\uLLL:c ul nUi p aii�c. If Polystick IR-Xe, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Pius or Elastoflex S6 G are not listed, a request may be made to the Authority having Jurisdiction (AHj) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. Nat PIe.:21-0542.1A Expiration Date: 09/13/22 Pana " M 10 nF PACKFT Page 6 of 7 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING i.IliMATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. I . Pnlvalasc sloe-. accent the direct annlication of Polvstick underlavment memhranec to wood deck4. TngtallerS are I {.! 1 A L M .l cautioned to refer to applicable local building codes prier to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 W metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate ot-12" o.c. Polystick 'W Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass POLYPLUS 50, XtraFlex 50 Premium Modified Wet/Dry Cement or Polyglass PG 500 applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the file manufacturers NOA, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 VV /12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying PoWass POL.YPLUS 50, XtraFlex 50 Premium Modified Wet/Dry Cement or Polyglass PG 500 to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates.. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verily acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1(800) 894-4563. 14. Polyglass recommends that applicators fallow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LEWFATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOINIIVIENDATIONS. IFIVD 11114117 TMC A rrI .PT A NWIF .L/i % i/ V ft i iif A/ i a V V i. i i i iA. ♦'%. / Wf% A RTA . III nAtn ? !A Mi VVVA..i'f Expiration Date: 09/13/22 Pengp zn of " OF -e,rgs-Fr Page 7 of 7 MIAM "Delivering Excellence Every Day" -- MIAMI-DADE COUNTY — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. ST 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. TZ- 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 71 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. ©A Exposed ceilings: 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; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. = 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. S . Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions 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. Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 9. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Owner's/Agent's Signature: Contractor's Signature: Property Address: Date: F7/=/ E]� Permit Number: 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: z z Z- 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Ct rn 1" � (.I C� 1 S l O _ Property Address: or, e Roofing Permit Number: Dear Building Official: I _...J(ar7 i _, 1-!!Q �=d d i s,CD certify that I am not required to retrofit the roof to wall connections of my building because: �ie 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 edition of the South Florida Building Code (1994 SFBC) 7S7�NIf� C lA `Jb U! () State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this I=' day of Notary Public, Sate of Florida at Large When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.0 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection MAMEMACRtsTOM W COMMISSION # GG 887418 EXPIRES: May 1Z 2024 Revised on 5/21/2009 1126122, 9:56 AM Property Search Application - Miami -Dade County Address Owner Name Folio SEARCH: 9342 NE 9 AVe Suite LI PROPERTY INFORMAL Folio: 11-3206-002-0050 Sub -Division: MARILYN HGTS 1ST ADDN Property Address 9342 NE 9 AVE Owner FRANCES MARY PEAKE JANINE RENEE LAUDISIO Mailing Address 9342 NE 9 AVE MIAMI SHORES, FL 33138 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SO Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY 1 UNIT Beds / Baths / Half 2 / 1 /0 Floors 1 Living Units 1 Actual Area 2,113 Sq.Ft https:/I x,miamidade.goviApps/PA/propertysearch/#/ 118 1126/22. 9:56 AM Living Area Adjusted Area Lot Size Year Built Featured Online Tools Comparable Sales PA Additional Online Tools Property Search Help Report Discrepancies Property Search Application - Miami -Dade County 1,827 Sq.Ft 1,970 Sq.Ft 9.150 Sq.Ft Multiple (See Building Info.) Glossary Property Record Cards Property Taxes Report Homestead Fraud https://w.miamidade.goviApps/PA/propertysearch/#/ 218 1126122, 9:56 AM Property Search Application - Miami -Dade County Special Taxing Districts and Other Non -Ad valorem Assessments Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION Year 2021 2020 2019 Land Value $292.748 $247,029 $247,029 Building Value _$138,243_ $140,334 $140,603 Extra Feature Value $689 $694 $700 Market Value $431,680 $388.057 $388.332 Assessed Value $163,805 $161,544 $157.913 TAXABLE VALUE INFORMATION 2021 2020 2019 COUNTY Exemption Value $50,000 $50,000 $50,000 Taxable Value $113.805 $111,544 $107,913 SCHOOL BOARD Exemption Value $25,000 $25,000 $25,000 Taxable Value $138,805 $136,544 $132.913 CITY Exemption Value $50.000 $50,000 $50,000 Taxable Value $113,805 $111,544 $107,913 REGIONAL Exemption Value $50,000 $50,000 $50,000 Taxable Value $113.805 $111,544 $107,913 BENEFITS INFORMATION Benefit Type 2021 2020 2019 Save Our Homes Cap Assessment Reduction $267,875 $226,513 $230.419 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25.000 https://www.miamidade.goy/Apps/PA/propertysearchi#/ 3/8 1/26/22. 9:56 AM Property Search Application - Miami -Dade County Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). FULL LEGAL DESCRIPTION PL OF 1ST ADD TO MARILYN HGTS PB 41-60 LOT 5 LOT SIZE 75.000 X 122 OR 15651-2798 0992 1 SALES INFORMATION Previous Sale Price OR Book -Page Qualification Description Previous Owner 1 Previous Owner 2 0712112020 $100 32033-4736 Corrective, tax or QCD; min consideration FRANCES M PEAKE 09/02/2015 $200,000 29763-4616 Affiliated parties PHYLLIS B PROCTOR & FRANCES M PEAKE 09/01/1992 $94,500 15651-2798 Sales which are qualified For more information about the Department of Revenue's Sales Qualification Codes. 2021 2020 2019 LAND INFORMATION Land Use Muni Zone GENERAL R-20 BUILDING INFORMATION Building Number Sub Area 1 1 1 2 1 3 Current Building Sketches Availablel EXTRA FEATURES Description PA Zone Unit Type Units Calc Value 1100 - SGL FAMILY - 2301-2500 SO Front Ft. 75.00 $292,748 Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1939 1.660 1,374 1,517 $105.583 1970 258 258 258 $17,957 1980 195 195 195 $14,703 Year Built Units Calc Value hops://www.miamidade.gov/Apps/PA/propertysearch/#/ 418 1 /26122, 9:56 AM Property Search Application - Miami -Dade County Patio - Concrete Slab 1980 265 $689 ADDITIONAL INFORMATION ' The Information listed below Is not derived from the Property Appraiser's Office records. It is provided for convenience and is derived from other government agencies. LAND USE AND RESTRICTIONS Community Development District: NONE Community Redevelopment Area: NONE Empowerment Zone: NONE Enterprise Zone: NONE Urban Development: INSIDE URBAN DEVELOPMENT BOUNDARY Zoning Code: R16.5 - Existing Land Use: 10 - SINGLE-FAMILY, MED.-DENSITY (2-5 DU/GROSS ACRE). Government Agencies and Community Services OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Childrens Trust City of Miami Shores Environmental Considerations Florida Inland Navigation District PA Bulletin Board Special Taxing District and Other Non -Ad valorem Assessment School Board South Florida Water Mgmt District Tax Collector The Office of the Property Appraiser is continually editing and updating the tax roil. 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 http://www.miamidade.gov/info/disclaimer.asp For inquiries and suggestions email us at http://www.miamidade.gov/PAPortal/ContactForm/ContactFormMain.aspx. Version: 2.0.3 EXEMPTIONS 8 BENEFITS https://www.miamidade.gov/Apps/PA/propertysearch/`#/ 5/8