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RF-19-2357Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 f r�U�n�uUi� Issue Date:11/01/2019 Location Address Parcel Number 895 NE 95TH ST, Miami Shores, FL 33138 1132060142950 Contacts Permit NO.: RF-10-19-2357 Permit Type: Roof Work Classification: Metal Permit Status: Approved Expiration: 04/06/2020 ZARELA ORE Owner MAURICE HERNANDEZ Owner 895 NE 95 ST, MIAMI SHORES, FL 33138 895 NE 95 ST, MIAMI SHORES, FL 33138 Other: 7862296316 Business: 9547931097 kmsswie@gmail.com SHEET METAL UNLIMITED PL INC Contractor KRZYSZTOF SWIERCZYNSKI 830 NE 40 CT, OAKLAND PARK, FL 33334 Business: 9543663664 office@sheetmetalpl.com Description: RE -ROOF METAL Valuation: $ 27,800.00 Inspection Requests: 305-762-4949 Total Sq Feet: 31.00 Fees Amount Application Fee - Other $50.00 CCF $16.80 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $5.60 Planning and Zoning Review Fee $35.00 Roofing Fee $200.00 Scanning Fee $9.00 Technology Fee $6.25 Total: $328.90 Building Department Copy Payments Date Paid Amt Paid Total Fees $328.90 Cash 10/07/2019 $50.00 Check# 4083 11/01/2019 $278.90 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 rertify(hat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction angrkoniVg. Futhermoreyauthorize the above named contractor to do the work stated. L fl -I " t 5 Authorize na re: Owner / Applicant / Contractor / Agent Date November 01, 2019 Page 2 of 2 Miami Shores Village � Chi, F Building Department C9 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 ' INSPECTION LINE PHONE NUMBER: (305) 762-4949 BY. FBC 20 BUli��,. n, �� -� Master Permit No "�� — (� �l q zs57 PERNI�? '.ICATION Sub Permit No. ❑BU LDING ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP Q 1 CONTRACTOR DRAWINGS JOB ADDRESS: l �^ N a S &T City: ft ttMiami Shores County Miami Dade Zio � l 3 G 16 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Naa(m��ee (Fee Simple Titleholder): M A V'Q (w _ �}-QE R ry 7 - fU Z)ZPhone#: Address: ME 0 < Q4-- City: State: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Address: �(� �X�J �E C QPIL City: 'V1Jl.1a( 19bt Qualifier Name: X r-t UCH I State Certification or ReXstratio r� Zip: 3 313 � one#:_ Sri —~7`a 3 Off► 7 s►1 , r[ �� ► �l lr✓Yi cr a phone#,�v (� 01-0 CV �Y� 333� bA ' Phone#: __�l7 2?� — Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 6 , �RQO, OD Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: rn l � a L Specify color of color thru tile: I n 1+-n (✓ r 1 f - �h Submittal Fee $ I Permit Fee $ 0�50 CCF $ L lo. U(c�- CO/CC $ �{ Scanning Fee $ Radon Fee $ 50 DBPR $ 3 • ` , Notary $ �/ Technology Fee $ to. a57 Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $�J ®(� Planning: 3 35 �1 TOTAL FEE NOW DUE $ (Revised02/24/2014) 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 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. `Signatu E The foregoing instrument acknowledged before me this day of �' /✓� 20 LC by s personally known to me or who has produced U�}'1'' �r d� as identification and who did take an oath. CO The foregoing instru ent as acknowledged before me this oC day of � 20 by KHA who is personally known to me or who has produc d o(.( I✓& as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Uml W✓4Sign: pArfla 1V Print: Print: I • " ANNA SWIERCZYNSKA =*s• �� Notary Public -State of Florida oti ti ' Seal: : ' Notary Public - State of Florida Seal: ;' r;= Commission GG 906712 Commission * GG 906712 'orr. My Comm. Expires Aug 22, 2023 S Bonded through National Notary Assn. or F• My Comm. Expires Au 22, 2023 Don ded through National Notary Assn. ******************************* ************************************************************************** APPROVED BY Plans Examiner O Zoning Structural Review (Revised02/24/2014) Clerk Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-2950 Property Address: 895 NE 95 ST Miami Shores, FL 33138-2516 Owner ZARELA ORE LE REM HAIN MAURICE HERNANDEZ LE Mailing Address 895 NE 95 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,563 Sq.Ft Living Area 2,008 Sq.Ft Adjusted Area 2,280 Sq.Ft Lot Size 10,650 Sq.Ft Year Built 1956 Assessment Information Year 2019 2018 2017 Land Value $297,009 $319,616 $319,616 Building Value> $158,688 $144,490 $144,490 XF Value $3,192 $1,705 $1,733 Market Value $458,889 $465,811 $465,839 Assessed Value $449,318 $440,941 $431,872 Benefits Information Benefit ;Type 2019 2018 2017 Save Our Homes Assessment Cap IReduction $9,571 $24,870 $33,967 ... _._._.._..... _......... ._.._... Homestead _ Exemption $25,000 $25,000 ..... $25,000 Second Homestead ExemptionW $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). IShort Legal Description 15-6 53 42 MIAMI SHORES SEC 3 PB 10-37 LOT 15 & E1/2 LOT 14 BLK 75 LOT SIZE 75.000 X 142 OR 14089-3476 0489 1 Generated On : 10/7/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $399,318 $390,941 $381,872 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $424,318 $415,941 $406,872 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $399,318 $390,941 $381,872 Regional Exemption Value 1 $50,0001 $50,000 $50,000 Taxable Value $399,318 $390,941 $381,872 Sales Information Previous Sale Price OR Book -Page Qualification Description 01/10/2019 $100 31294-0977 Life Estate interest 02/06/2015 $550,000 29495-1861 Qual by exam of deed 04/01/1989 $118,000 14089-3476 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp https://www8.miamidade.gov/Apps/PA/propertysearch/ 10/7/2019 BONE WHITE HEMLOCK GREEN MANSARD BROWN MEDIUM BRONZE BURGUNDY " E ENGLERT6 Standard COLORS CHARCOAL GRAY and COATINGS COLONIAL RED DARK BRONZE DOVE GRAY DEEP RED EVERGLADE MOSS FOREST GREEN PERMACOLOR 3500 Full Strength 70% Kynar 5000/Hylar 50000 All colors available i Galvalume and Alumir r 1 To view current SRI value please visit the Englert wet Colors shown are close to actual however, due to the limitations ( printing processes, slight variatii may exist. Please contact Engler actual color chips before orderin ?W NOXILLI Mf MCEt PERMAMETALLICS 3500* PREWEATHERED *Premium prlcedpaintsystems, GALVALUMEO* MILL FINISH (Metallic) Mica 2-Coat System GALVALUME-PLUS® CHAMPAGNE* COPPER* . MILL FINISH (Metallic) (Metallic) (Aluminum) Made to order — Mica 2-Coat System Mica 2-Coat System available in sheets only A J, PATINA GREEN ROYAL BLUE SLATE BLUE SLATE GRAY SUNNET BLUE SANDSTONE SIERRA TAN STONE WHITE HARTFORD GREEN TERRA COTTA FINISHES THAT MEET ANY DESIGN OBJECTIVE Englert is one of the few single -source metal roof manufacturers with an in-house coil coating line and an exceptionally broad range of finishes, whether the design -- — calls for a natural weathered appearance or bright, high-performance, full-strength fluorocarbon colors.VA Custom Colors We can match the color of virtually any material, including brick, wood and fabric. Englert offers short lead times, and our minimum custom -color order requirements — - - are among the industry's lowest. ENGLERT ROOFING KYNAR-COATED STANDARDS IN STOCK - SHEET AND COIL STEEL ALUMINUM COLORS 22g 24g 26g .032 .040 .050 .063 GaWattlrf>�Pltirf .�>"-' • ✓ ✓ NA NA NA NA Bone White • ✓ • ✓ ✓ ✓ • Charcoal• ✓ ✓ ✓ ✓ ✓ • Red 0 V Dark Bronze V 0 Dove Gray V 0 Everglade Moss ForestColonial • ✓ ✓ ✓ ✓ ✓ • Hemlock• ✓ • ✓ • ✓ • BronzeMedium • ✓ ✓ ✓ ✓ ✓ • Mill Finish (Aluminum)* NA NA NA ✓ ✓ ✓ ✓ *Made to order — available in sheets only. POLYESTER COATED SHEETS* - ALUMINUM COLORS (TWO-SIDED) 4' x 10' 4' x 8' .032 .032 • Low -Gloss White ✓ ✓ *Contact Englert for information on additional polyester colors ENGLERT INC. 1200 Amboy Avenue, Perth Amboy, NJ 08861 Phone: 732-826-8614 • Fax: 732-826-8865 info@englertinc.com • englertinc.com 90300E STEEL ALUMINUM COLORS L22g 24g 26g .032 .040 .050 .063 Matte Black • ✓ ✓ ✓ ✓ ✓ • Pacific Blue • ✓ • ✓ • • • :F Royal Blue Slate Blue • ✓ ✓ ✓ • ✓ • Slate Gray • ✓ ✓ ✓ ✓ ✓ • SunNet Blue • ✓ • ✓ • • • Sandstone • ✓ • ✓ ✓ ✓ • I Sierra Tan • 7- ✓ • ✓ ✓ ✓ • Stone White • ✓ • ✓ ✓ ✓ • Terra Cotta Champagne (Metallic)** • ✓ • ✓ ✓ • • Copper (Metallic)** • ✓ • ✓ ✓ • • Preweathered (Metallic)** • ✓ • ✓ ✓ ✓ • **Mica 2-Coat System ✓ - Standard • - Minimum Quantities Required NA = Not Available Colors shown are close to actual finishes however, due to the limitations of printing processes, slight variations may exist. Please contact Englert for actual color chips before ordering. Specifications subject to change without notice. ROOF ASSEMBLIES i i Flo , a Idin de 5th Edition (2014) 9{ High -Veto f a iform Permit Application For BY% n(General Information) Master Permit No. Process No. ROOFTOP STRUCTURES C TJ 0 71019 Contractor's Name_ .t' ( ��ii• �'� �� iai� ►�� i �j �'J/� Job Address L.?' �`,.r i ROOF CATEGORY :...:. ❑ Low Slope ❑ Mechanically Fastened Tile ❑ MortaerkA&ecive SetWil*.% ❑ Asphaltic Shingles t Metal Panel/Shingles ❑ WoociSfi:ii%s/Shakes..• ❑ Prescriptive BUR-RAS 150 ROOF TYPE ❑ New roof ❑ Repair ❑ Maintenance I Reroofing Recoverlrig ROOF SYSTEM INFORMATION ...... Low Slope Roof Area (SF) ` CO Steep Sloped Roof AREA (SSF) I00 Total (SF)� G G .Z j g t. Section B (Roof Plan) 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 eevated pressure zones and location of parapets. rt G G r c L 71 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 IMENt r It I I A I i j'�� L —, (1JT Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliczer Yalacio on Jun g, 2015 10:32:12 AM pursuant to License t tl g _ of 1 y�� Agreement. No further reproductions authorized. Measurements Miami Shores, Florida, 33138- 217' Ridge 64'2" 'J, C, 01 20'2" rr [Pb Zi 'Ly ru C13 alle 18'4" C\j C\j < m , 19'5" in i 00 > 6", 29'1" Eav CD 243' 3" cn co Flashing 38'5" 25'5" Step �71ashinq %: 23'T Note: all measurement are in feet page 2 of 4 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES G SECTION 1525 HIGH -!VELOCITY HURRICANE ZONES UNIFORM C PERMIT APPLICATION n Florida wilding Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form p INSTRUCTION PAGE u g COMPLETE THE NECESSARY SECTIONS OF THE G UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: it Roof System Required Sections of the Attachments Required g Permit Application Form See List Below ' � Low Slope Application ABC ""•• 1'2'3'#ti5i0 7: . .. Prescriptive BUR-RAS 150 A,B,C .' (j Asphaltic Shingles A,B,D g Concrete or Clay Tile or� • • A 4r„-t E • • Metal Roofs A,B,D 1,2,3,d,5�[,,>'; ""'• Wood Shingles and Shakes A,B,D g Other As Applicable PP 1,2,3,4,5,6,7. . ....:. ATTACHMENTS REQUIRED:' 1. Fire Directory Listing Page g 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings g 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 g 4. Other Component of Product Approval 0 5. Municipal Permit Application g [l 6. Owners Notification for Roofing Considerations (Reroofing Only a 7. [Any Roof Testing/Calculation Documentation 15.36 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) <r 1' l ' I Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliczer 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) C High -Velocity Hurricane Zone Uniform Permit Application Form. u u C G Section C (Low Slope Application C ) Top Ply Fastener/Bonding M�at� r,` e�a�l:� c Fill in specific roof assembly components and identify -- f- 't��°'-.� n C manufacturer r p (If a component is not used, identify as "NA") Surfacing: r � Fastener Spacing for Anchor/Base Sheet Attachment: C u System Manufacturer: i' D / Y % J r Field: _" oc @ Lap, # Rows � � @ ' oc G C Product Approval No.: � Ij ® 31 t. O� �5 D 2 Perimeter: " oc @ Lap, # Rows _ @ " oc ° G it Design Wind Pressures, From RAS 128 or Calculations: Corner: " oc @ Lap, # Rows•i•@ _ ! �� • • • G ..r,... C Pl: 4Z - 3 P2:.. f tt n 7 P3: m l Q r , Number of Fasteners Per Insulation 13oa*rd: . • �' •. C '. G • Max. Design Pressure, from rom the specific product Field Perimeter 000000 • • Corner ..,•... approval system:_ 7 i 0 •.. • .... C Illustrate Components Noted and Deiaif as A •lttb b: PP "C'•• G Deck: Woodblocking, Gutter, Edge Terrmitt ttlj, Stripilihj.Fltshing,"�"'• Type: (,� !�®� Continuous Cleat, Cant Strip, Base. laashing, Counterfleshing o •,,• •; • C Coping, Etc. G Gauge/Thickness: ' ( Indicate: Mean Roof Height, Par$pet'Hta"09ight, H�ei�ht•of Base• • • • 0 • Flashing, Component Material, M,ateriW Thickness �F�astener• Li • G Slope: � '� Type, Fastener Spacing or SubmR"gnugacturess Deieils that• i!Goo • Comply with RAS 111 and Chapter 16, ' ' ' •••• i1 C Anchor/Base Sheet & No. of Ply(s): r Gu G Anchor/Base Sheet Fastener/Bonding Material: G rl G rI G Insulation Base Layer: _f Noce t��/ ^ C��T G G (r� ��XVtJ G Base Insulation Size and Thickness: ~f •h f e Ic Parapet S/q V Height C C Base Insulation Fastener/Bonding Material: G G Top Insulation Layer:,. D_sjy ; FT. G � G Top Insulation Size and Thickness: Mean C Top Insulation Fastener/Bonding Material: Roof �r _ Height C Base Sheet(s) & No. of Ply(s): O Y�IQ�.��i:"�� I it G G Base Sheet Fastener/Bonding Material: " P, cl(cy Page C'/✓,C o G Ply Sheet(s) & No. of Ply(s): S'oF G Ply Sheet Fastener/Bonding Material: � a F f A0 F 0 G Top Ply: 1^ S(®� h- lea, 9`" G 15.38 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) n h " t ( Copyright to, or licensed by, 1CC (ALL RIGHTS RESERVED): accessed by Eliczer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License IT Agreement, No further reproductions euthoriud. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 r High -Velocity Hurricane Zone Uniform hermit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, witb,t a values from Mi. If the M, values are greater than or equal to the M, values, for each area of the roof, then the tile attachment (nethod is acceptable. E n G Method 1 "Moment Based Tile Calculations Per RA5 127" (P1: x _ _) _ Mg; = Mrt Product Approval M, Q (P2' xx ° ) - Mg: = Mr2 Product Approval M (P3: x7� , _ ) - Mg: = M13 Pro - uct Approval M, Method 2 "Simplified Tile Calculation er Table Below" • • • • • • • Required Moment of Resistance (M,) From Table Below • • Prod u Approval M, • • • • • • M, required Moment esistance* . • • Mean Roof Height *see* • Roof Slope 15 20' 25' 30' • . ... 40' .' •' • . 2:12 344 . 36.5 38.2 • •• •••• 39.7 .. ...42.2... . p 3:12 32.2 34.4 36.0 37.4 • • • • 39.8 •' p 4:12 30.4 3 .2 33.8 35.1 . . 37 • � 5:12 28.4 0.1 31.6 32.8 • .3 34.9 • ... 9 6:12 26.4 28.0 29.4 �5.32.4 C 7:12 24.4 25.9 27.1 28.2 •••• 30.0 .. *Mu t b d ' s e use 1n conjunction with a list of moJnent based tile systems endorsed by the Broward County Board of Rules and 0 Appeals. C For Uplift based tile systems use Method 3y6ompared the values for F' with the values for Fr. If the F' values are greater than or 0 equal to the Fr values, for each area of the, roof, then the tile attachment method is acceptable. a // M thod 3 "Uplift Based Tile Calculations Per RAS 127" (P1:_ x L - x w: = �_ x cos 0 _ = Frt Product Approval F' (P2:�xL - xw:= )-W: xcos6 =F (P3:_ x L = x w; = r2 Product Approval F' =) — W: x Cos e = F _ Pr—i—i An.... --1 r, Q a 0 u 0 a a fl 0 R u C a 0 15.40 FLORIDA BUILDING CODE -- BUILDING, 5th EDITION (2014) r n 1 r A n �! (rt I a Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliczcr Palacio on Jun B, 2015 10:32:12 AM pursuant to license i Agrccrnent. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) i High -Velocity Hurricane Zone uniform Permit Application Form [ r Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: C Minimum Design Wind Pressuress�f Applicable (From RAS 1 7 or Calculations): I[ P 1: '� ? .� 9 PI:. — S? ! P 1: — L C Deck Type: I,Voo •••••• G Type Underlayment: Roof Slope: ^Z,7— ""•• • 12 •••• •••. Insulation: •••• 0000`—+00160 Fire Barrier: �,�. f+jc • • • • • • 0• Ridge, n ilation? Fastener Type & Spacing: • ff �( • • •I• • • rC. 'A f�/• •G�r, • ''1/ • it • ••• fl Adhesive Type: it Type Cap Sheet: A/ i— e r Mean Roof Height: _ (� Roof Covering: f %'��- /� 4 („ L90 Type & Size Drip c;�61. Edge: FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 tt I D1 1 i 11 t c v1 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by F.liezcr Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. <�hores l'' illy ge 0 10050 N.E.2nd Avenue Miami Shores, Florida 33138 `fell: (305) 795.2204 Fax: (305) 756.8972 ORRERS'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 Llate; • •; • 1 r ,• • • •; • 10050 NE 2nd Ave ..°.•. • Miami Shores, FI 33138 • • • • ...... • • Re: Owner's Name: ; e'r.y �,,, (� "(.:"i �1l,; i�; +; �. ;,,� ..;..; ...• ; ..... Property Address: ° Roofing Permit Number: Dear Building Official: • certify that I am not required to retrofit the roof to wall connections of my building because: ❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad valorem taxation. o-'- he building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 ed'tiop of the South Florida Building Code (1994 SFBC) Signatu ''P 'nt Name ANNA SWIERCZYNSKA Notary Public - State of Florida '� • ~ : Commission .JF GG 906712 'for n°p` My Comm. Expires Aus 22, 2021 State of Florida Bonded through National Notary Assn, County of Dade The undersigned, being the first duly sworn, deposes and says that he/she iis%the %o)'w) n r for the above ro erfi mentioned, Sworn to and subscribed before me this I da of ✓' ' / :'i►i` e�''., ANNA SWIERCZYNSKA y _° • Notary Public - State of Florida e` Commission r GG 906712 My Comm. Expires Aug 2Z, 2023 bonded through National Notary Assn. Notary Public, Sate of Florida at Large m 1 wv Ji6o,4-W) o When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000,00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mtiigation. Revised on 5/21/2009 SHOREg 6 F�ORiUP 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 contractor. The owner's initial in the designated space indicates that the item has been explained. 0 • 2. VyL \` - Renailing wood decks: When replacing roofing, the existing w4do:CCf deck rtoa9 Piave to be renailed in accordance with the current provisions of Section R4403, (The 1do1*decck is usually concealed prior to removing the existing roof system). 4. WW Exposed Ceiling: Exposed, open beam ceilings are where the uc@l@P4de of the roof decking • • • • can be viewed from below. The owner may wish to maintain the architectural appear;nce; ftCe o;e, • • • • • • roofing nail penetration of the underside of the decking may not be acceptablQ ThlSprovidct the option c....: maintaining the appearance, ' • • • • 1` Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow e requirements of Sections R4402, R4403 and R4 13. Contractor Signatt a Date Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number MIAMI•QADE 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 (NOA) www.miamidade.eov/economy Sheet Metal Unlimited PL, Inc. 2241 NW 22°d Street Pompano Beach, FL 33069 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) 6.•••: ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Punrtroj Section • (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reS<sWthe riglft`t'ti' have 6111"• product or material tested for quality assurance purposes. If this product or material fails To perform in the accepiad.. manner, the manufacturer will incur the expense of such testing and the AHJ may inumplit� �y revok �,: modify,:or + • suspend the use of such product or material within their jurisdiction. RER reserves the rigbJ Ya rgvoke 144 acceptarW;: • • . if it is determined by Miami -Dade County Product Control Section that this product or.t%td'rial fails IQ meet 44e ... requirements of the applicable building code. • + • • • • • • This product is approved as described herein, and has been designed to comply with:the F;orida:lI1�1�1'ng Cocla•�• including the High Velocity Hurricane Zone of the Florida Building Code. • ' DESCRIPTION: Englert Series 1300 — 24 ga. Steel Panel over Wood Deck (2" Clips and 6"'Clips) 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 consists of pages 1 through 5. The submitted documentation was reviewed by Freddy Semino NOA No.: 18-1127.03 Expiration Date: 01/17/2024 Approval Date:01/17/2019 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Materials: Deck Type: Maximum Design Pressure Roofing Metal, Panels (Non -Structural) Steel Wood —165.00 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description Englert Series* Length: various TAS 125 Corrosion resistant, galvalume, preformed, oeege" • : • • i 300 • : Width: 16" standing seam. Coated, pre -finished, metal 0 g , • , • • • •, g •Phickness 0.024 (24ga) panels. *VA Strength: 57 ksi. **Yield s .goes. • �' Clip • : • g g • • g • • Length: 2" TAS 125 Corrosion resistant, galvalume, preformed, egr a .gee as •,,;,g ,,, „+.,. Width: 1" coated, pre -finished, metal clips for use in ...... :+' '..'.. Height:1-9/16" Field or Perimeter and Corner Area of Roof. ' . .. • .. g Thickness 0.020 6; Clip •' • • •; . Length: 6 '/4" TAS 125 Corrosion resistant, galvalume, preformed, 0 0 so a sees Width: 1" coated, pre -finished, metal clips for use in • • Height: 1.65" perimeter and Corner Areas of Roof. Thickness 0.0276 Trim Pieces Length: varies N/A Corrosion resistant, galvalume, preformed, Width: varies coated, pre -finished, trim pieces. Thickness 0.0276. EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name/Report Date Morton International AS-0286-91L Salt Spray Feb. 1986 ASTM B 117 Morton International AS-0286-91T Accelerated Weathering Feb. 1986 ASTM G 23 Architectural Testing Inc. 01-32797.01 TAS 100 Nov. 1998 Architectural Testing Inc. 01-32797.03 ASTM E 8 Nov. 1998 Hurricane Test Laboratory, LLC. 0155-0615-05 TAS 125 Feb. 2006 Architectural Testing 92270.01-109-18 TAS 125 October. 2009 MAMMADE COUNTY ...• • NOA No.: 18-1127.03 Expiration Date: 01/17/2024 Approval Date:01/17/2019 Page 2 of 5 APPROVED ASSEMBLIES: System A-1: Englert Series 1300 Panel 16" Wide Deck Type: Wood, Non -Insulated Deck Description: New Construction 19/32" or greater plywood or wood plank. Slope Range: 2": 12" or greater Maximum Uplift See Table A below Pressure: Deck Attachment: In accordance with applicable building code, but in no case shall it be less than # 8d annular ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick (Minimum 15/32") the above attachment method must be in addition to existirig attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type II inst..1le7d:with ag� inimum side -lap and 6" end -laps. Underlayment shall be fastened with.ci"g4on reSW?Artin-cqP�..: and 12 gauge 1 '/4" annular ring -shank nails, spaced 6" o.c. at.aljaaps and two staggered . rows 12" o.c. in the field of the roll. Or, any approved underlaymatat.hwing aavrrQnt NO,& "': Fire Barrier Board: An approved fire barrier having a current NOA. Refer to a cu t dire �Wy l tin �.+� Y PP g ��l.fl fCtP�' lrs gam:..' fire ratings of this roofing system assembly as well as the locatiWgtfie fire baNgr witwit.... the assembly. See Limitation # 1. •.... • . .' Valleys: Valley construction shall be in compliance with Roofing AppjicatiQa Stat�wd RAS 1)3" and with Englert's current published installation instructions. •.. • .. ; • • • •; Metal Panels and Install the "Englert Series 1300 Panel" and accessories in compliance with IA: current Accessories: published installation instructions and details in Englert's Installation Manual. Flashings, penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. Panels shall be installed with approved Panel Clips located at each panel rib side lap spaced at a maximum, listed in Table A below, parallel to roof slope, fastened with #10 wafer head spoiler tip corrosion resistant screws of sufficient length to penetrate through the sheathing a minimum 3/16 of an inch. Use 2 screws for the 2" clip and use 4 screws for the 6" clip. Standing seams shall be mechanically seamed to a 900 degree seam, (single lock). TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Perimeter and Corner',' Maximum Design Pressures —69.25 psf —106.75 psf —165.00 psf Maximum Clip Spacing 24" o.c. 12" o.c. 12" o.c. Clip Size 2" Clip 2" Clip 6" Clip 1. Extra olation shall not be allowed 2. Place a bead of Bostik 70-05A sealant in the lateral seams prior to seaming. NOA No.: 18-1127.03 Expiration Date: 01/17/2024 Approval Date:01/17/2019 Page 3 of 5 SYSTEM LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). 3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen beelow.GAll clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. .••••: •• e..e.e • •• MIAMI•DADECOUNTY G....5. A •1l gWtucts 11zVaterein shall have a quality assurance audit in accordance with the Florida Building Code and e o s: e o Rule►6 LG20-1 ofaho Florida Administrative Code. Panels may be:8;sWe roll formed with machine model # SS08500918 from Englert, Inc. ...... • . . . Goes•. . . • • . Gs o e •e NOA No.: 18-1127.03 Expiration Date: 01/17/2024 Approval Date:01/17/2019 Page 4 of 5 PROFILE DRAWINGS 1-9/16" 2" CLIP DETAIL (FIELD AND PERIMETER AND CORNER OPTION .•••. • • F0 F.+10 z 16 MIN. • WAFER HEAD SM" AP • F�u r`Cup • CLIP ISOMETRIC ;„• (PERIMETER AND CORNER OPTION Bostik Sealant Before Seaming 90 degree 90 degree Seam Seam w/Bostik Sealant ENGLERT SERIES 1300 PANEL SYSTEM END OF THIS ACCEPTANCE NOA No.: 18-1127.03 MIAMFDADE COUNTY ... � � Expiration Date: 01/17/2024 Approval Date:01/17/2019 Page 5 of 5 MIAMI-DADE COUNTY MIAMI- PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidadLgov/economy GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reiserv% the rijhr to shave 14i�. • • product or material tested for quality assurance purposes. If this product or material failS.tp•perform i"thp accepted.* manner, the manufacturer will incur the expense of such testing and the AHJ may imnisdiaisly revokesAodifypor*% suspend the use of such product or material within their jurisdiction. RER reserves the right•t;omvoke this•acceptal4ie.,..; if it is determined by Miami -Dade County Product Control Section that this product W' Etta@rial fgIIS *M.meet 'the • requirements of the applicable building code. "" "" This product is approved as described herein, and has been designed to comply witlk da sMorida Building Code... including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • • • . . . . ...... •..•.• DESCRIPTION: VersaShield® Fire -Resistant Roof Deck Protection and VersaShiek gol.. ".Fjrc-,Resistant • Slip Sheet "" LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 14-1022.26 and consists of pages I through 3. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Underlayment Material: Fiberglass SCOPE: This acceptance is for VersaShield® Fire -Resistant Roof Deck Protection (a.k.a "VersaShield® Underlayment") and VersaShield® SoIoTM Fire -Resistant Slip Sheet (a.k.a "VersaShield SoIoTM"), as described in this Notice of Acceptance, for use with approved prepared roof assemblies. Designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description VersaShield® Fire- 42" x 100' rolls ASTM D 226 Non -Asphaltic fibergils ;bas;d underlVment Resistant Roof Deck Type II and/or fire barrier. ...... ' 060660...... Protection .... •1.• • . VersaShield® SoIoTM 72" x 166.7' rolls UL790 Non -Asphaltic fiberglasS'1?dsed slip Me& and/of •;•ee Fire -Resistant Slip Sheet 36, x 166.7' rolls fire barrier. ":": "'. : Goose MANUFACTURING LOCATION: . . . . ...... 1. Conover, NC 00 '..' ; . e. :Soo*:. . EVIDENCE SUBMITTED: Test A¢ency Test Identifier Test Name/Report Date PRI Construction Materials GAF-270-02-02 ASTM D 226 11/15/10 Technologies GAF-748-02-01 ASTM D 226 12/12/16 ELK-063-02-01 TAS 100 09/27/01 Underwriters Laboratories Inc. 99NK45831 UL790 03/21/00 1 ONK 11990 UL790 05/18/11 R19254 ASTM D 226 09/13/01 08CA37926 UL790 09/23/09 08CA49140 INSTALLATION: 1. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet shall be installed in strict compliance with applicable Building Code. 2. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® Solo TM Fire -Resistant Slip Sheet shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. VersaShield® Fire -Resistant Roof Deck Protection shall be mechanically fastened with approved fasteners in compliance with Florida Building Code 1518.2 when used in lieu of a code prescribed ASTM D 226 Type II underlayment. NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 2 of 3 LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. VersaShield' Fire -Resistant Roof Deck Protection shall not be left exposed as a temporary roof for longer than 30 days of application. VersaShield® SoIoTM Fire -Resistant Slip Sheet shall not be left exposed to the weather. 4. VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® SoIoTM Fire -Resistant Slip Sheet are a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. 5. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet may be used with any approved roof covering Notice of Acceptance listing. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet may be used as a component part of an assembly in the Notice of Acceptance. If VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail conlaitiktality of the products, wind uplift resistance, and fire testing results. • •• . r..• • 6. VersaShield® Fire -Resistant Roof Deck Protection and VersaShield' SoIoTM Fire-Resistwt Slip S'hw&-dce a non..:* asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies, hor fire classification o • specific roof assemblies using VersaShield' Fire -Resistant Roof Deck Protection gr*Vt?saShieLPSbjoTM Ftre- • Resistant Slip Sheet refer to a current Approved Roofing Materials Directory for fire ratings of this pT888ct. ": 000*0 7. All products listed herein shall have a quality assurance audit in accordance with thee9ritla Buildingrode ajad Rule 61 G20-3 of the Florida Administrative Code. ...... LABELING: • All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name orr)•vgo, city and state of manufacturing facility, yellow line to identify the ASTM Standard designation or logo, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this material. END OF THIS ACCEPTANCE NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 3 of 3 MIAMPDADE MIAMI-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 ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv Englert Inc. 1200 Amboy Ave. Perth Amboy, NJ 08861 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 be the date below. The Miami VeQdnt� Produrx.. shall not valid after expiration stated -Dade Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Oadq.Eounty} •. •' ....:. reserve the right to have this product or material tested for quality assurance purposeS'TPtfits product* • or material fails to perform in the accepted manner, the manufacturer will incur the ek�thSs of such 0 % • testing and the AHJ may immediately revoke, modify, or suspend the use of such ucl or material" pro within their jurisdiction. RER reserves the right to revoke this acceptance, if it is detprtQ;d by • • Miami -Dade County Product Control Section that this product or material fails to mwatig. • requirements of the applicable building code. : ' : ....:. This product is approved as described herein, and has been designed to comply with the Merida $uilding .... Code including the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: Englert Metal Man HT. 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 No. 10-1004.02 and consists of pages 1 through 3. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 15-0226.02 Expiration Date: 09/29/20 Approval Date: 09/24/15 Page 1 of 3 ROOFING COMPONENT APPROVAL Cateeorv: Roofing Sub-Cateeory: Underlayment Materials: SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Englert Metal Man HT 36" x 75' rolls ASTM D1970 SBS self -adhering asphalt sheet material for use as an underlayment for Ice Dam Protection in sloped roof assemblies. EVIDgNCE SUBMITTED: • ; • • • • • Test Auendv Test Identifier Test Name/Report Date • • Trm�ty j ERD SOPC-SC8970.08.15 ASTM D 1970 / TAS 110 08/31 / 15 • •••• Ulwlerwjiters VboraYories, Inc. R21824 UL790 09/11/15 ..... . ... ...... • • • • • • WANUFAC'P?JMNG LOCATION: •;•• • .1. .Drumm* n; sIlle, Quebec (Canada) "IQOOVE15 ASSEMBLIES: •••• Deck Type 1: Wood, non -insulated, new construction Deck Description: 19/32" or greater plywood or wood plank System E(1): Base sheet mechanically fastened, membrane adhered. Base Sheet: One or more plies of ASTM D226 Type II, ASTM D2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One ply of Englert Metal Man HT with minimum 3-inch side laps and 6-inch end laps. Starting at the first course, parallel to the eave, align the membrane carefully by completely unrolling and setting it exactly where it will be installed. Once aligned, rewind one half of the length. Gently score the release paper on the high side of this roll, ensuring not to cut through the membrane's thickness. Unroll this first half by evenly peeling back the release paper while simultaneously and slowly pushing out the membrane. Repeat process for remaining one half of the length. Once installed, the membrane must be pressure rolled with a metal or rubber roller. Pressure shall be applied over the entire surface, paying particular attention to all side and end laps. Surfacing: Approved for Mechanically Fastened Metal Roofing, Wood Shake & Shingles, Asphalt Shingles, Slate or Simulated Slate. NOA No.: 15-0226.02 MAM•DADE COUNTY Expiration Date: 09/29/20 Approval Date: 09/24/15 Page 2 of 3 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with the applicable building code. Englert Metal Man HT shall be installed in strict compliance with the applicable building code. 3. Englert Metal Man HT shall be applied to a smooth, clean and dry surface, free from irregularities. Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. When a smooth, clean and/or dry surface cannot be obtained, the substrate shall be primed with Elastocol Stick prior to application. 4. Englert Metal Man HT shall not be applied over an existing roof membrane as a recover system but may be applied over a roofing Base/Anchor sheet underlayment. 5. Englert Metal Man HT shall not be left exposed as a temporary roof for longer than 90 days.:...;. 6. Englert Metal Man HT may be used with any approved roof covering listing Engltft Metal NWN6F. ...... •, within the Product Approval. If Englert Metal Man HT is not listed, a request mabe' i' 'hade to dilee ' • • • • • Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control �eopartment for :....: approval based on the necessary documentation to detail compatibility of the prol"j,•wind 11M • • resistance and fire resistance results. ...... 0 0 0 ..:..' 7. When applying the membrane in the valley, start at the low point and work to th; L • oint rolling Y, P ]f 111fib P l g • the membrane from the center outward in both directions. For ridge application$, ce'nt$r the . ...•;• membrane and roll from the center outwards in both directions. • 8. Membrane shall be applied to protrusions, slope changes, valley, curb, and other roof top peiiQd ;i*dn details before any other sections of the roof. 9. 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 10. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seat as shown below. MMALMFDADE COUNTY Elm 0 1 END OF THIS ACCEPTANCE NOA No.: 15-0226.02 Expiration Date: 09/29/20 Approval Date: 09/24/15 Page 3 of 3 NtIAt•1I-DADE PRODUCT CO\"I'ROI. SI:C"1'IO\' DEP MTNIEN'I' OF REGUI,A'I'ORY ,\ND I;COWINIIC RESOURCES (RER) 11805 SW 26 Stied. Room `08 RO MD AND C'ODF ADIVINISI'RATION DIVISION \Miami. Florida 1317i-2474 1'(786) 315-2590 F (786) 31 5-2�99 NOTICE OF ACCEPTANCE (NOA) "„„ i1106:1 Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules Ind I-CUulations IIovcrnillg the IISC Of COI1Stl'UCti011 matcrials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control SCCtion to be used in Miami Dade County and other areas where allowed by the Authority I laving .luriSdICtion (AFI.1). This NOA shall not be valid after the expiration elate stated below. T11C Miami-Dadc County Product C'Ontrol SCCtion (In MIa1111 DMiC County) and/or the AHJ (in areas other than Miami Dade County) rescrvC the right to ha4c-4w• •••••• product or nlatCrial tested for quality assurance purposes. If this product or rrrltcriid fails to p'>;tpfl ;in the �4c�c�lpted • manner, the manufacturer \\ ill incur the CxpCrlsC ul'such testing and the Al I.I may II imediatelY.l"'pkc, mc%fy,,.cn ��;• suspend the CISC of Such product or material \a-ithin t1lCir,11,11-isdiction. RFR reserves the right lKl.11{Y,"(e this aCQCptance.. . if it is determined by Mianli-DaCIC County PCOCIIIC1. C01111'01 SCCtI011 that this 111-OdUCt OI' 111i11CIJ A`i"RAS to m�otd�le� :•••�: requirenlcnts of the applicable bUildillg COCIC. This prodLICt Is appl•OVCd as described herein, and has bccll designed to comply with the l or1111:11llVing M% •...• including file I ligh Velocity I lurricane Zone of the Florida 131.111ding Code. 000 •�••�� •• . . . . ...... ..••.. <)ESCRTION: Polyglass Self -Adhered hoof System over NVood Decks ••• ��••�� •. . . •. LABELING: EaCh unit shall bear a permanent label with the nlanufachU-Cl-'s nanlC or logo, city, state and ldlli,wing statement: "Miami -Dade County PI'OdCICt Control Approved", 1.1111CSs otherwise notCd 11Crein. RF.NEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change Ill the applicablC bl-111ding CodC negatively aflccting the perlilrrllance of this proCluCt. TERMINATION of this NOA will occur after the expiration Cute or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. 1MISCISC of this NOA as an CnClorsenlent of any proCluCt, 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. ADVERTISEINIENT: The NOA ntunber preceded by the words Miami -Dade County, Florida, aild followed by the expiration date may be displayed in advertising literalurc. If any portion of file 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 r11anC1facturer or its ChStributors MId shall be available for inspection at the joh Site at the request of the 131,61ding Official. This NOA revises NOAT'/ 17-1016.01 and consists of pagCS I through 38. The submitted CIOCUDICntation vus reviewed by Alex Tigera. "- -- - , - — —1, NOA No.: 19-031 1.04 ,i1r1A I•UACIECcri.1NTY Expiration Date: 10/11/22 --11L MY10 Approval Date: 03/21/19 Page I of 38 ROOFING AssE. i,i, APPROVAL Catetiorv: Roofing Sub-Cate("orv: Modilic(I Bitumen Materials SBS/AI'P/'I'P0 Decic Tv1)e: NVood Niaximum Desi(_yn Pressure -1 12.5 psf TRADE Mmi,,s oP PRomc rs MANUFACTURED OR LABELED B)' AI'l'1.1C/kNT: 'FABIA" 1 West Product Dimensions Specification Polyanchor 250' x 48" ASTM D 4601, Type II Polyglass G2 Base 108' x 36" ASTM 1) 4601, Typc II Elastoshield I -IT 65' 8" x 3' 3-3/8" ASTM D 6162 XtraFlex SBS FIT 65' 8" x 3' 3-3/8" ASTM D 6162 Basc 650 F.lastobase 65' 2" x 3' 3-3/8" ASTM D 6163, Typc I Elastoflex SA V 66' 8" x 3' 3-'/s" ASTM D 6163, Type I Elastoflex SA V FR 66' 8" x 3' 3-3/8" ASTM 1) 6163, Type I Flastotlex SA V 66' 8" x 3' 3-1/," ASTM D 6163, PLUS 'Typc I Ehistoflex SA V 66' 8" x 3' 3-3/8" ASTM D 6163, PLUS FR Type I XtraFlex S13S Basc 66' 8" x 3' 3-'/�" ASTM D 6163. SA Type I XtraFlex S13S Glass 65' 8" x 3' 3-3/8" ASTM 1) 6163, Basc Typc 1 Elastobase P 65' 8" x 3' 3-3/8" ASTM D 6164, Typc I Elastoflex SA P 32' 10" x 3' 3-3/8" ASTM D 6164, Type I ' ;MIAMI•DAnfr c OaTY ), 1'rocluct Description A polymer woven, high performance, sylltlletic INNC. sheet. • Asphalt -coated fiberglass rcfllfcl'cad base sheet •• • •••• • ...... 000000 ...... S13S modified asphalt coatc(II'l i -RI Iss/polyester �••••� rcinforcccl base sheet. .... .... . . .... .... ..... S13S modified asphalt coatc�ef�".glass/j"l CstFr .•:••• relllforced base sheet. •• •• •• •••••• S13S modified asphalt coaAefhelllass reinforced •. base sheet. •••••• Self=adhered, fiberglass rcinfe)tcech, SBSi11Oihcd • b1tLII11C11 mcnlbrane with a self -adhering Wl!\ face and a S11100th toll SLIrfaCC. Self -adhered, fire -rated, fiberglass reinforced, SBS modified bitL1111C11 11 embranc with a self -adhering hack face and a Smooth tap SLIrfaCC. Sclf=aclhcred, fiberglass reinforced. SBS modified bitumen mcnlbrane with a self -adhering back face and a s11100th top surface. Self-adherccl, tire -rated, fiberglass reinforced. S13S modlflcd bltLIMC11 membrane with a self-adhcring, hack face and a smooth top surface. Self-adherccl, fiberglass rcinforcccl. SBS modified bitunlcn 111Cn)branc vvlth a self -adhering back face and a s11100th top surface. SBS modified asphalt coated fiberglass reinforced base sheet. SBS modified asphalt coated polyester rcinforccd base sheet. Self adhered, fiberglass rcinforccd. SBS modified bitunlcn mcnlbrane with a self -adhering back face and a granule top surface. NOA No.: 19-031 1.0 i l;xpiration Date: 10/11/22 Approval Date: 03/21/19 Page 2 of 38 Flastoflex SA P FR 32' 10" x 3' 3-3/8" Polyfresko G S13S SA 32' 10" x 3' 3='ls" Polyfresko G S13S SA FR Polyreflect 32' 10" x 3' 3-'/s" ASTM D 6164, Self -adhered, fire -rated, polyester reinforced, S13S Type I modified bltUlllCll Il embrallc with a self -adhering back faCC a1ICl a g1'flIlU1C tOl) SUIT"ICC. ASTM D 6164. Self -adhered, fiberglass reinforced, S13S modified I'y1)C I bitL1111Cn membrane with a self -adhering back face and a (1ranulc top sLlrfacc. ASTM D 6164, Self -adhered, fire -rated, Fiberglass reinforced, S13S Type I 1110difICd bitLn11CII I11CIllbl'a11C With a sclf-a(Iherin_' hac1: face and a granule top su1'facC. 32' 10" x 3' 3-'/." ASTM D 6164. Self -adhered, polymer, S13S modified bitumen "hype I niculbrane with a self -adhering back face and a smooth top Surface. XtraFlex S13S G SA 32' 10" x 3' 3-3/8" ASTM D 6164, Type I Polybond 32' 10" x 3' 3-3/8" ASTM D 6222 Polyilcx Xtral,lex APP S PolyKool 32' 10" x 3' 3-3/8" ASTM D 6222 32' 10" x 3' 3-3/8" ASTM D 6222 32' 10" x 3' 3-'/," ASTM D 6222. Type I Self -adhered, fire -rated, polyester reinforced, S13S modified bitumen membrane with a self-,idhcring back: faCC alld a g1'HIl(11C top SUIT"ICI . • • • • 0000 ••• • • • Torch applied, polyester rcillt0)1�es APP•I0101010hcd ••••�• bitumen membrane \\pith a bwwl %f.polyethyl�nc hack. . facc and a S11lOOt11 Ol' silnCICC1 lO})•S(Il'tilCC. • • • • � • • • •: Torch applied, polyester rcinrolr!cd, APP ilittTlIlicd ••;••. ... .. ..• bitunn lcmembrane with a bu.rl'• or polyct.hylcil: back" face and a smooth or sandec�lpjl,.�,llrfice. •• 'Porch applied, polyester rciAforcA. AP ;Q�ojt�icd •••••• bitunlcn membrane with a bilrn i)%polyclhylene hack;....; face and a smooth or sanded top surface.• . •••• Self -adhered, polyester reinforced, APP modified bitunlcn membrane with a self -adhering back face and a white film laminate on 111e top surface. Xll'aFlcx Kool APP S 32' 10" x 3' 3-3/8" ASTM D 6222, Sclf-adhered, polyester reinforced, APP modified SA Type I bitumen membrane with a self-adhcring hack fact' and El wl1lte f11111 1aillillatC Oil the top SLIrfaCC. POIVflex SA P 32' 10" x 3' 3-3/8" ASTM D 6222, Self -adhered, polyester reinforced, APP modified Type 1 bitumen membrane with a self -adhering back face and a "ranulc top surface. Polyllex SA P FR 32' 10" x 3' 3-'/s" ASTM D 6222, Self -adhered, fire -rated, polyester rcinforcc(1, APP Type I modltled bi1L1111Cn 111CIl1bra11C with a self -adhering hack Face and a granlllC top SLII'fl1CC. Polyfresko G APP SA 32' 10" x 3' 34s" ASTM D 6222, Self=adhered, polyester reinforced, APP modified Type I bitL1111011 Illclllbrallc with it self-adhcringg back facc alld a QI'MILdC top SU1'faCC. Polyfresko G APP SA 32' 10" x 3' 3-';s" ASTM D 6222, Self=adhered, fire -rated, polyester reinforced, API' FR Type I modified bitumen membrane with a self -adhering back: Face and a granule top surface XtraFlex APP G SA 32' 10" x 3' 3-34" ASTM l) 6222, Sclf-adhered, fire -rated, polyester reinforced, APP Type I modlf cd bitLiIIICII membrane with a self -adhering back facc and a gra11LIIC tOl) SLII'faCC. (iN11Xt•11•DA6E bUNTY) 1 NO,k No.: 19-031 1.04 I,.xhirfltion Date: 10/11/22 MRT;T [`._-_ Approval Date: 03/21/19 1'aue 3 of 38 11olyglass APP Base 65' 8" x 3' 34`" ASTM D 6509, APP modified asphalt coated fiberglass reinforced Type I base sheet. PG 100 1, 3, 5, 50, 55 ga1, ASTNI D41 A penetrating SO1Ut1011 of solvent and a blend elf tube or 17 oz. spray selected asphalts used to promote adhesion. can PCB 350 1, 3, 5, 50, 55 gal. or ASTM D3019 A fibcrcd rubberized adhcsivc designed for use with tUbc Type III modlflect bitU111C11 111ell1bl'MICS. PG 400 1, 3, 5, 50, 55 gal. ol- ASTM D4586 A thick, fiberccl, rubbcri ed flashing ccnlcllt For use ill tube ASTM D3409 dry or clamp conditions. PG 425 I. 3, 5, 50, 55 gal. or ASTM D4586 A thick, fibcrcd, rubberized (lashing cement for use in tube ASTM D3409 dry or clamp conditions. PG 450 I, 3, 5, 50, 55 gal. or ASTM D4586 A thick, fibcrcd, I-llbberl/-ed Hashing CCI11cnt. tube PG 500 1, 3, 5, 50, 55 gal. or ASTM D4586 A thick, tiberccl, rubberized flashing cement Fir use tube with modified bitUI11C11 ••••.• POLYPLUS 35 1, 3, 5, 50, 55 gal. or ASTM D30t9 A Fibercd rubberized adhcsiy�•cicesjgncd 1�I� awith tube Type Ill molhf cd bltrnllen ll1C1llb1'alV4*:q• • ••••�• • • POLYPLUS 45 1, 3, 5, 50, 55 gal. or ASTM D4586 A thick, fibcrcd, rubbcrizcde11,1s1Mj;ig ccnaLol?1•0• eeeee• • tube .... .... ..... • POLYPLUS 50 1. 3, 5, 50. 55 gal. or ASTM D4586 •eeeee eee • A thick. Fibercd; rllbberized•ila*l-+ing ceinentelA, use eeeee ...... tube with modified bitunlcn mclj? lej"_ • Xtl-aFICX 10 1, 3, 5, 50, 55 gal, ASTM D41 A penetrating solution of s ,1VC11 and a l�lendl7f �••••� tube or 17 oz. spray selected asphalts used to prbuyS'tc,uihcsia)n... ;••••; Ca11 eeee XtraFlex 35 1, 3, 5, 50, 55 gal. or ASTM D3019 A fibered rubberized adhcsivc designed For usC with tube Type III modified bitU111C11 membranes. Xtl-aFlex 50 Prenliunl 1, 3, 5, 50, 55 gal. or ASTM D4586 A thick, fibcrcd, rubberized flashing cement For use Modified Wet/Dry tube with modified bitunlcn membranes. Cement NVII-3000 5 gallon pail Proprietary A low-VOC, water -based acrylic primer to enhance adhesion of'self-adhered membranes. '_ \OA No.: 19-031 1.04 MlANI!•DAFE C,NTUY ) { _ -CExpiration Date: 10/11/22 Approval Date: 03/2I/1 ) Page 4 of 38 APPROVED INSULATIONS: "1'Aiwi," 2 Product Name Product Description Nianufacturer (NN'ith Current NOA) Polytherm-H Polyisocyanuratc foam ilsulation Polyglass USA. Inc. l'Olytherm POlylSOCyallLll"atC fballl 111SLIlati011 Poly -lass USA, Inc. Polytherm G POIy1SOCyalluratC fballl 111SLIlatioll Polyglass USA, Inc. XtraFlex Polyiso Polyisocyanuratc foam insulation Polyglass USA, Inc. XtraFlcx Polyiso G Polyisocyannurate fbarll insulation Poly(lass USA. Inc. ACFoam-11 Polyisocyanuratc foalu insulation Atlas Roofing Corp ACFoam-111 Polyisocyanuratc Ibanl insulation Atlas Roofing Corp Struetodek High Density Fiberboard Roof Wood fiber insulatioll board Bluc Ridge Inc. Insulation •,�• j Dens Deck, DCI1SDCck Prime GypSulll insulation board �,,, •• GCiI�7i`i��CrfIC Er,�i5e1f11 L1-C 00000 I I -Shield POly1SOC)'alluratC tballl ilISLllat1011 Panels,4-1.0 • • 1 I -Shield CG POlylSOC)i111L11'FItC/pCl"litC COI11pOSItC 1115LIlatI011 •••• •••• •,-11jllttr Panels' -?C • • •,,,, l-'NRGY-3 POly1SOC)'allLlratC foam Il1SUlatloll •.)'t�l�ll!ti�Milll\•11�IQ C(�'p. ••�••• Fesco Board Expanded mineral fiber ..)��IyLs•Manvillc•C'orp. • Multi -Max FA-3 Polyisocyanuratc 1b1111 insulation Rmaxt�perajip;;f� C. ••••j• S1 CUROCK Gypsum -Fiber Rool'Board Fiber reinforced com-board •(:wiled States GyWsum ;••••j Corporat!��i�. NOA No.: 19-0311.04 hilAtll•DAI:)C('QUW'T�� 1 Expiration Date: 10/11/22 Approval Date: 03/21/19 Noe 5 of 38 APPROVED FASTENERS: TAm.l. 3 Fastener Product Product N'lanufacturer Number Name Description Dimensions (With Current NOA) I. Dck fast DF-#12-PI-13 Insulation fastener fbr wood, SFS Group USA, Inc. Steel and Concrete decks 2. Dck last DF-#14-P[13 Insulation 1aStC11C1' For wood, Various SFS Group USA, Inc. steel and concrete decks 3. Dcicfast DF415-PII3 Insulation fastener for wood, Various SI S Group USA, Inc. steel and Concrete decks 4. Dckfast PLT-I 1-2-7/8 GalVaIU111C I1CX stress platC. 2 7/." X SFS Group USA, Inc. 3 '/a„ 5. 1114 Roofgrip Insulation and membrane Various .•. o4o Inc. "";' fastener .. . •••• • 6. Flat Bottom Metal Plate A2-SS aluminized steel plate 3" square OMG. 1►c. 7. TRI fast 1114 Fit) Fastener Insulation fastener for steel and ...... •.:TtLllloll, *7ilictwK, Co wood decks ....1c.0 ..... 8. Trufast 3" Metal Insulation Round Galvalumc AZ50 steel 3.23 round "A1Pcnloh, Brine?:•& Co!•••:• Plate plate 3" round �••�U.S., 11'• 9. Polygri1) Fasteners ill2 Insulation fastener for wood, Various •••••• rlolyglasi'[?51�; Inc . steel and concrete decks • • • • • 10. Poly -rip Fastener li 14 111SUlatlUll fastener for wood, Various Polyglass"5%, Inc. steel and concrete decks 11. Polygrip Fastener #15 Insulation fastener for wood, Various Polyglass USA, Inc. steel and concrete decks I2. Poly -rip IIcx Plates GalValU111C IICX stl-CSS plate. 2 Vx" X Polyglass USA, Inc 3 ', '" 13. OMG 3 in. Ribbed Galvalunlc stress plate. 3" round OMG, Inc. GalvaIU111c Plate (flat) 14. OMG 3" Galvalume Steel Galvalunlc stress plate. 3" round OMG, Inc. Plate 15. Dekfast PLT-R-3 GalVaIL1111C stress platC. 3" round SFS Group USA, Inc. 16. MIIIC11111U111 0I1C-SYCl) A two component, low risc, Adco Products, Inc. dba Foamable Adhesive pulyu1-ctha1lC foam adbCsivc Royal Adhesives & Sealants 17. Millennium One Step Green A two component, low rise, Adco Products, Inc. dba Foamable Insulation polyL11_Ctlla11C 16a111 adhesive Royal Adhesives & Adhesive Sealants 18. M111e1111111111 PG -I PL11111) A two component, low rise, Adco Products, Inc. dba Gradc Adhesive polyLlrcthanC loam adhesive Royal Adhesives &. ScaIa1)Is t'(h11AMl•DADECOMMI) NOA No.: 19-0311.04 Expiration Date: 10/11/22 Appl'Ov".11 Date: 03/21/19 1'a;;e 6 of 38 APPROVED SURFACING: ,rA13L1; 4 Chosen components mast be applied according to manufacturer's application instructions. Number Product _-- Product Application Specification i\'tanufaet(Irer Name Description Rate I . Gravel To be installed in a flood coat 400 Ibs/sq N/A Generic of approved asphalt at 60 lbs/sq 2. Slag To be installed in a flood coat 300 lbs/sq N/A Generic of approved asphalt at 60 Ibs/sq 3. KM Acryl 15 A prcmiunl white or tirltc(1 1-1'1/ ga]/scl ASTM D6083 Polyglass USA, clastonleric acrylic based roof Inc. coating (water -based). A polyester fabric may be used for reinforcement with this • Coating. • • • • 4. KM Acryl 15 QS A prcmiuM white or tinted 1-1'h gal/sq AS'1'N1.6X"•3 P(>US 1....:. (IU1Ck setting, clasto111Cric • • • • • • 011C. • • acrylic based roof coating •••••• •••••• •••••• • (water -based). A polyester •••• •••• ••••• • • fabric may be USeCI for' • • • 00000 • relllforcement with this •• •• •• •••••• • • coatillg. • • • • •••••• •••••• 5. KM Acryl 25 A prcnliunl white or tinted 1-1'/ gal/sq ASTNt D(0%3 Pulyglass USiL,•...: elastomerlc acn/llc based roof • • 1 Ilf, coating (water -based). A •••• polyester fabric may be used for reinforcement with this coal Ill". 6. KM Acryl 25 QS A prellliunl white or tinted 1-I'/z gal/scl ASTN/I D6083 Polyglass USA, quick setting, elastonleric Inc. acrylic based roofcoating (water -based). A polyester Fabric may be Used for reinforcement with this coating. 7. KN/1-PS #220 A single component, solvent, 1.25 gal/sq ASTM D6694 Polyglass USA, white or tinted. silicone lnc. coatim, S. KM -PS 8250 A Prcnliunl grade high solids, 1.25 cyal/sq ASTM D6694 Polyglass USA, white or tinted, single lne. component, rlloisture cure, flUld applied silicone coating NOA No.: 19-031 1.04 l f.11A�t1B�U1�A;}}D�Gyy.�7CryryyOyUN'rY� Expiration Date: 10/11/22 Approval Datc: 03/21/19 Page 7 of 38 APPROVED SURFACING: ,rAl3LG 4 Chosen components must be applied according to manufacturer's application instructions. Number Product Product Application Specification IN'lanufacturer Name Description Rate 9. PG 300 An asphalt CLltback fibered roof 11/2-2 gal/sq ASTN/1 D4479 Polyglass USA, Coating. May be applied by 111C. bl'US11 or sprity CgUIPIIICIIt 10 I'CILIVCIIatC aged BUR 10. PG 600 Non-fibcrcd alunlinurll 1-001' /-1 gal/sci ASTM D2824 Polyglass USA, coating. Typc I 111C. 1 1 . PG 650 1' Ibcrcd alUlllillLllll rOOf Coatlllg. 1' =-2 gal/sq ASTM D 2 8 2 4 Polyglass USA, T ypc III Ipc. 12. PG 700 A prcmiLUll White Or tinted 1-1 1/2 gal/sq ASTM UUOk' 1)(a11NI-13w USA. '. ClastonlCrlc acrylic based roof 000000 di -le ..... . coating (\vater-based). A •••:•• 011C. • • • • • • • • 000* polyester fabric may be Used •••. •••• ••••• lOr reinforcement with tills •••••• • ••• • ••••• Coatlllg. •• •• •• •••••• 13. PG 700 QS A pl'CI1lIL1111 \Vh1tc of tinted I-1'1 gal/sg ASTN: 11(j(i(3 Polyglass USA, •• gUiCk SCtting, Clastol)lcric ' ' :...1:1c• ""• acrylic based roof Coatlllg • • • • •••••• (Water -based). A polyester • filbric nlay be Used fur rellliOrcement With this Coatlllg. 14. PG 800 An asphalt based, non-fibered 3 gal/sg in two ASTM D1227 Polyglass USA, Clay emLIISiorl Coats Inc. 15. PolyBritc 70 A prenliunl White or tinted I -I'/ gal/sq ASTM D6083 Polyglass USA, Claston-tcric acrylic based roof 111C. coating (\Vatcr-based). A polyester fabric may be used for reinforcement With tills Coating. 16. Polyl3rite 70 QS A prenliunl white or tinted 1-1'/2 g 11 Sg ASTM D6083 Polyglass USA, gLIICk SCttlllg, CklSt011ICl-lc 111C. acrylic based rooi'Coating (water -based). A polyester filbric mity be LISCd 101' reinforcement With this coating. 17. PolyBritc 90 A premium grade high solids, 1.25 gal/sq ASTM D6694 Polyglass USA, white or tinted, singic 111C. Component, lllolStLII*C CLIN, 111-Ild apphCd silicone Coatlllg NNW+'.04 No.: ►910/11/22 tSfiiU,11•L7jADE- OUNI-Y) � -atio Expiration Date: 10/11/22 Approval Date: 03/21/19 Page 8 of 38 APPROVED SURFACING: TABLE 4 Chosen components must be applied according to manufacturer's application instructions. Number Product Product Application Specification Nfanufacturer Name Description Rate 18. Polyf -Ite 95 A single component, white or 1.25 gal/sq ASTM D6694 Polyglass USA, t[MCCl, SOlVellt, I1101StUrC CLIPC hie. silicone coatlllo 19. POLYPLUS 60 Non-fibacd alunlinunl roof /rl gal/sq ASTM D2824 Polyglass USA, Coating. Type I 111C. 20. POLYPLUS 65 FibCrcd tI1L1111111L1111 1'001COiltlll`(I. 1' _-2 gal/Sq ASTM D2824 Polyglass USA.. Type III 111C. 21. XtraFlex 60 AILlminunl Non-iibcrcd alunlinunl roof /-1 gal/sq A SIV P&A' f Polaockcs USA, .* Roof Coating coating. TypC•l:•• ••'I rl e. •••••• 21 XtraFlex 65 Aluminum Fibcrcd alLlnlinunl roof coating. 1 %,-2 gal/sq AS'I-M oly Tess USi:,•,••: Roof Coating Fibcrcd TY1%W.' ',.ape. ..... 23. XtraFlex 70 Premlmll A prC1111UIII WhltC Or tllltCd 1-1 1/2 gal/sq AS flvt?XlC PMihA a ti USA-,-%- Acrylic FR Roof clastomcric acrylic based roof " Mt". ••••;• Coating coating (1vatcr-based). A . . . . polyester fabric may be Used . . , . ...... • • • • • • f01' CC111f01'CClllellt Nell' 1 this . � • � ...... � � � � � Coating. �.... 24. XtraFlex 80 LI11Uls1oll An asphalt based, Moll-flbered 3 gill/sq In two ASTM D1227 Polyglass USA, Roo], Coatlllg Clay Cllltl1S1011 Coats 111C. 25. XtraFlex 30 An asphalt cutback fibered roof 1';z-2 gal/sq ASTM D4479 Polyglass USA, 13itun1MOLIS Roof coating. May be applied by lnC. Coating Fibered brush or spray equipment to rejuvenate aged 13UIZ 26. XtraFlex SRC 5000 A single component, white or 1.25 gal/sq ASTNI D6694 Polyglass USA, tinted, solvent, IIIO1StUrC CLII-C 111C. silicone Coatlllg. 27. XtraFlex SRC 9600 A premiLnn grade high solids, 1.25 gal/sq ASTM D6694 Polyglass t1SA, white or tinted, single Inc. CompollCllt, 1110lstUrC CLII'C, fluid applied silicone coating _ NOA No.: 19-031 1.04 h1lAihbDADC GOUN fY) Expiration Date: 10/1 1 /22 Approval Date: 03/21/19 Page 9 of 38 EVIDIME SUBMITTED: Test Atyency Test Nanic/Rcoort Relmrt No. Date FBCtoI'V Mutual Research 4470 2MATAM 08.04.94 ('orhoration 4450 21)5A9.AM 06.22.99 4470 3000857 01.12.00 4470 3004091 01.12.00 4470 3001334 02.15.00 4470 3014692 08.05.03 4450 3014751 08.27.0 3 4450 3019317 06.30.04 4470 3024311 1 1.01.06 4470 3012321 07.29.07 4470 3036182 07.31.09 4470 RR202591 IC.22p15 Y • . Trinity I;RD TAS 114 11752.09.99-I •• O~�'.l�l��u) 'tAS 114 11751.05.03 •••�•, 0S.IM3 TAS 1 I7(13)-ASTM D903 020841.06.04 06,.! 04 TAS 114 ••�• 02762.03.05 ...... (%,Z, TAS 114 02764,09.05 •..,,• 44.09.(�5 TAS 114 P1739.01.07 ••G••* 01.2%17 TAS 114 P I 734.07.06-R I 02.29.07 TAS 1 17(13)-ASTM D0862 C8500SC.1 1.07 • sL..�P;Q7 TAS 114 & FM 4470 P7860SC.1 1.07 : .�. 11.30.07 TAS 1 14(D) — ASTM D 1876 P 10070.10.08 •• • ;0tZ)(�8 TAS 114 (11) 1113760.09.09 09.10.09 FM 4470 & TAS 114 P33970.03.1 1 03.15.1 1 ASTM D616 3 / ASTM D 4601 P33960.03.1 1 03.15.1 1 ASTM D6163 P37590.03.13-2-IZ 1 02.05.13 ASTM D6164 P37590.03.13-3A 03.06.13 TAS 114 P I 738.02.07-R2 04.29.13 TAS 114 & TAS 117 (13) 1 1757.04.01-I-R1 04.30.13 ASTM D6509 1137590.03.13-1-R 1 06.26.13 ASTM D6222 1137590.03.13-5-R1 07.01.13 ASTM D6164 P37590.07.13-1 07.02.13 TAS 114 & FM 4474 P41630.08.1 3 08.06.13 ASTM D4601 / TAS 117 P45940.09.13 09.04. 13 ASTM D6222 1-137590.09.13 09.12.13 ASTM D4601 / TAS 117 P45970.05.14 05.12.14 ASTM D6162 SC5170.05.15 05.09.1 5 ASTN/l D6162 SC5170.12.15-1 12.29.15 TAS 114 & FM 4474 1)1 YG-SC8905.05.16-1 05.17.16 TAS 114 & TAS 117 (13) 11757.12.00-1-R2 04,05.17 PRI COIlStI'UCIIOn Materials ASTM D6222 PUSA-061-02-02 01.28.08 Tecllnoloaics AS'I'M D6163 PUSA-064-02-02 02.27.08 AS"I'M D6222 PUSA-062-02-02 12.04.08 ASTM D6694 PUSA-134-02-01 05.16.14 f {MIAMI DADS COUNTY) NU N�� 1 �)-0311.11d ; �� Expiration Date: 10/11/22 Approval Date: 03/21/19 Pace 10 of 38 EVIDENCE SUBMITTED: Test A�,,cncv 'hest Nan)c/Report Report No. Date ASTM D6694 PUSA-135-02-01 05.16.14 TAS 117(13) PUSA-202-02-01 05.08.17 FM 4470 & TAS 114 PUSA-202-02-02 05.23.17 ...... .... ...... • .... .... . . .... .... ..... .. .. .. ...... . . . . ...... NOA No.: 19-031 1.04 i I-IAM6DADE COUNTY Expiration—_' R T 1 � Expiration Date: I1)/11/22 Approval Datc: 03/21/19 Page I l of 38 Y➢cmbrane Type: Deck 'Type 11: SBS/APP \\!ood. 111SLI]MCd Deck Description: "/r" or greater plywood or wood plank, fastened at 24" spans with #8 wood screws at 6" o.c. System 'Type 1)(2): All insulation is loosed laid with preliminary attachment to deck. BaSC sheet is SuhscquCnlly mechanically fastened through insulation to the roof deck. MCIllbrallCS subsequently adhcrcd. :All General and System Limitations apply. One or more layers of the following: Rase Insulation Laver Any approved Polyisocyanurate listed in Table 2 Nlininluln 1" thick Top Insulation Laver (Optional) Fesco Board N inlmlllll'/4" thick Structodek High Density Fiberboard Roof Insulation Minimum %" thick DensDeck, DensDeck Prime, SECUROCK Gypsum -Fiber Roof Board Minimum'/4" thick Insulation Fasteners Table 3 N/A •••••; •••••• Insulation Faslem(Aw:•• Table 3 •••••• • .... • N/A • • •• N/A Fastener Density/1,0 .... ...... hastcncr • • ...N/A :....: N/A Note: All insulation shall have preliminary attachment, prior to the installation of the roofing membrane at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 1 ft.. and foul• fasteners for any insulation board having no dimension greater than 8 ft. Base Sheet: Fastening: Ply Sheet: Onc ply of Flastobase, Flastobase P, Elastoshield i IT, Polyanchor Xtl•al'ICx SBS Glass Base or XtraFlex SBS FIT Base 650 Fastened to the deck as described below: Attach base sheet using OMG 914 Roofgrip Fasteners and Flat Bottom Metal Plates spaced 12" o.c. in a 4" lap and 12" o.c. in t\-vo equally spaced staCtTCI'Cd rOwS ill tllC CCIItCI' OI the ShCCI. One or more plies of Elastoflcx SA V, Elastollex SA V FR, Elastoticx SA V PLUS, Elastollc.x SA V PLUS FR, XtraFlex SBS Base SA, self-adhcrcd. NOA No.: 19-0311.04 ;_P•SI11MI•t)P,DE CO)[Try ExpirationQ0 �J zpiration Date: 111/1 I/22 Approval Date: 03/21/19 Page 28 of' 38 ;i1embrane: One ply of Elastofle.x SA 1), Elastollex SA P FR, Polyflcx SA P, Polyflex SA P FR. Polyfresko G APP SA, Polyfi-esko G API' SA FR. Polyfresko G S13S SA, Polyfresko G SBS SA FR. PolyKool, Polyreflect, XtraFlex APP G SA, XtraFlcx Kool APP S SA or XtraFlex SBS G SA self -adhered. Surfacing: Install one ol'the appro\cd surfacing products listed in Table 4 to obtain desired coating or ((Optional) required fire classification. 1'laximum Design Pressure: -60 psf, (Sec General limitation 117.) •••••• ...... .... ...... .... .... . . .... .... ..... ...... ... . ..... .. .. .. ...... . . . . ...... NOA No.: 19-031 I.04 I .111AMi-o�.Decour►rv)� Expiration Date: 10/11/22 t Approval Date: 03/21/19 Page 29 of 38 WOt» DECK SYSTEm LINIFFATIONS: A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. CE:NLRAL UMUTATIONS: I . Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./scl., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sires are acceptable for mechanical attachment. When applied in approved asphalt, panel �i/c shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over clo%q.j�ll foam insulations when the base sheet is fully mopped. If no recovery board is used the base:hegtNiall bc• applied usilT;t••:f spot mopping Nvith approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped R" fibbolis in t0cc•i*cows, one �• at each side lap and one down the center of the sheet allowing a continuous area of vcTiTii14VOn. l ncij�cl*ng of tl1e ••�� strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow•cross ventilatj(�ij.g Asph�t F*••: application of either System shall be at it m111111711m rate of 12 lbs./sq. •goof• •••••� ••••. Note: Spot attached systems shall be limited to a maximum design pressure of -4%pj� .. ••• • ••••• 5. Fastener spacing for insulation attachment is based om a Minimum Characteristic Forco.Wff ,aluc of 27-141"., as ••••:• tested in compliance with Testing Application Standard'CAS 105. If the fastener vale i�s�'t� d-tested, ire below • f 275 Ibf. insulation attachment shall not be acceptable. • 0 :.g.:. •.•..• 6. fastener spacing foi- mechanical attachment of ancllor/base sheet or membrane attachment 15%ascd on a mininwilm••••• fastener resistance value in colIjunction with the maximum design value listed within a specil'c syste�fo�hould • f the fastener resistance be less than that required, as determined by the 11-111ding Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be Submitted. Said revised fastener spacing shall utilize the withdrawal resistance \ aluc taken fi-om 'Testing Application Standards "I AS 105 and calculations in compliance \with Roofi1111 Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing \Pplication Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter mailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 1 1 I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10, 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. END OF THIS ACCEPTANCE �� i•ild�l^�14I74CtE COUN`rYZ' NOA No.: 19-03 11.04 Expiration Date: 10/11/22 Approval Date 03/21/19 Pace 38 of 38 ACB2 ENGINEERING INC Testing and Engineering Services Certificate of Authorization - C.A. # 8131 16821 SW 1 Street, Pembroke Pines, FL 33027 Engineering Calculations FLORIDA BUILDING CODE 2017 CALCULATIONS FOR ANCHOR OR BASE SHEET ATTACHMENT BASED ON ROOFING APPLICATION STANDARD (RAS) No. 117 (New Construction/Reroof Applications) PROJECT NAME: Sheet Metal Unlimited This calculations is for a Flat Section of a property located at: 895 NE 95 Street, Miami Given by: Sheet Metal Unlimited Flat Roof Section Area is: Building with a roof mean height less than Base Sheet Lap 4 Inches Wind Uplift Pressures from Permit Application: Field Area -60 psf Perimeter Area -60 psf Comer Area -60 psf 12 feet ' ' SLOPE ( Equal or Lower) 1 /2" in 12" Wind Uplift Pressures from RAS No. 128 (See FBC) EXPOSURE D: Field Area -51.4 psf WIND SPEED 175 MPH Perimeter Area -86.2 psf Comer Area -129.7 psf FASTENERS BY NOA - NOA # 19-0311.04 Page 28 Base Sheet Fasteners at a fastener spacing of 12" o.c. at the 4" lap staggered and 12" o.c. in two rows in the center of sheet Maximum Design Pressure by NOA: -60 psf Antonio Acevedo P.E. Fla. Reg. No: 36466 1 of 3 0q 27� 1� ACB2 ENGINEERING INC. Testing and Engineering Services CALCULATIONS FOR BASE SHEET Given: Width of Sheet is: 36 inches (Information by Roofer) Side Lap Width is: 4 Inches (Information by Roofer) A. CALCULATE WIDTH OF SHEET FOR ONE NET SQUARE (100 ft2) 1. Net Width of Sheet (ft): • ...... .... ...... Net Width(ft) = (Sheet Width) - (Side Lap Width) / 12 """ % • • • • .... .... . . .... .... ..... Net Width (ft) = 2.666667 ft OR 32 inches .. .. .. ...... • 2. Net Length to Make One Square (100 Square Feet) . . . . ...... Net Length = (100 ft2)/Net Width Net Length = 37.5 feet B. DETERMINE THE NUMBER OF FASTENERS PER SQUARE General Equation (1 Fastener/A) x (12 in./ft) x ((B/row) x (C/square) = D Where A= Specified Fastener spacing LAP 12 Inches A2=Specified Fastener spacing (FIELD/ROW) 12 Inches B=Net Length (in feet) to make one square 37.5 feet C=number of rows having spacing A (LAP) 1 Rows C2=number of rows having spacing A2 (FIELD/ROW) 2 Rows D= number of fasteners per square SIDE LAP ROW: 37.5 "=D" Fasteners/Square CENTER ROW: 75 "=D" Fasteners/Square Total Number of Fasteners per Square (every 100 ft2) = 112.6 TOTAL SQUARE FEET PER FASTENER 0.888889 Square Feet per Fastener Page 2 of 3 ACB2 ENGINEERING INC Testing and Engineering Services DETERMINE THE FASTENER VALUE Given: Calculated Square Feet per Fastener = 0.888889 ft2/Fastener Maximum Design Pressure From NOA -60 psf GENERAL EQUATION Fy = Fastener Value :. .:. Fy = (max design pressure) x (square feet per fasteners) ` • • • • • , . Fy =-53.3333lbf •••••• •••• •+•••• DETERMINE ANCHOR/BASE SHEET SPACING • . • • • • • • • • TO MEET PRESSURE '.•..* �00000 ••••• 00 GENERAL EQUATION • ` • .: : . • ... FS = (Fy x 144)/ (P x RS) ...... • • • • + • : FS = fastener spacing (inches) : .60 Fy = fastener value (ibf) • * 0 0 • • P = max design pressure (psf) • 0.0 AS = row spacing (inches) Note: Now spacing (NS) is the Net Width of Sheet divided by number of rows The Net Wdth is the width of base sheet less the side lap distance Total Number of rows from NOA = 3 Fastener Rows From Previous Calculations: The net width is 32 inches Therefore Row Spacing = 10.66667 inches Wind Uplift Pressures from RAS 128: EXPOSURE D: Field Area -51 A psf WIND SPEED 175 MPH Perimeter Area -86.2 psf Comer Area -129.7 psf CONCLUSIONS/RECOMMENDATIONS A. FASTENER SPACING FOR PERIMETER AREA FS = 8.352669 inches USE MAXIMUM 8 INCHES SPACING (Fractions are rounded down per 2011 FBC) Minimum 4 Feet Wide Perimeter Width -Two rows in Center of Sheet and one row in Lap B. FASTENER SPACING FOR CORNER AREA FS = 5.551273 inches USE MAXIMUM 5 INCHES SPACING (Min. of 4" Based on Section 8.1 of RAS 117 OF 2017 FBC) Minimum 4 Feet by 4 Feet Area for Comer - Two rows In Center of Sheet and one row in Lap C. FASTENER SPACING FOR FIELD AREA FS = 14.00778 USE MAXIMUM 12"LAP AND 12"FIEL.D SPACING (Based on Product Approval) Two rows in center of sheet 12" o.c. and one row Side Lap Spacing 12" o.c. Page 3 of 3 INSTALLATION GUIDE ENGLERT SERIES 1300 OVER WOOD DECKS ...... .... ...... .... .... ..... ...... . . ..... .... . ...... . . . . ...... ©2004 ENGLERT, INC ,M ENGLERT = INTRODUCTION The Series 1300 System consists of 1-1/2" High Architectural Panels which are available in: 24 GA. Steel and 0.032" Aluminum in a variety of finishes. 16" OR 20„ ...... .... ...... .... . .. ..... ...... . . ..... ...... .... . ...... I ...... • ...... .. ... . . ...... .. . . .. . . Stiffening Ribs Available •••• The three drawings below illustrate the seaming process. Starting with Step 1, clips are installed over the male leg and fastened to the substrate. Step 2 involves the female leg of the adjoining panel to then be set on the male leg/clip assembly. Step 3 involves the panels to be seamed, with either a mechanical or hand seamer. The seam shown is a 90 degree seam or "Single Lock". A 180 degree seam or "Double Lock" seam is optional. This type of seam is typically required where high wind loads are needed. Data from extensive wind uplift tests is available for different alloys. Step 1 Step 2 TESTS Step 3 1) ASTM E 1680-95 Air Filtration Test 2) ASTM E 1646-95 Water Penetration Test 3) UL-580 Classification Report 4) ASTM E 1592 Structural Test Report ,V ENGLERT- CcVO04 ENGLERT. INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #2 16" OR 20" Stiffening Ribs Available SERIES 1300 PANEL Panel Profile . . ..... . SERIES 1300 PANEL Fixed Panel Clip (Expansion Clips Available upon request / not shown here) AVAI LAB I LIlY GALVALUME PLUS GALVALUME PC3500 G-90 PC3500 ALUMINUM PC3500 22 GA. 24 GA. • • • .032" .040" • (c)2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #3 SAFETY PRECAUTIONS Follow all OSHA safety practices and regulations. Extreme care should be taken when unloading, handling and instaV'Q'i:6netal ropfs. Material may be heavy and bulky; metal edges may be sharp; and.A" ding qt. • ; heights is dangerous. .00 The installer should wear heavy duty gloves and a long sleeve shie-w,, rn handling metal items as they may be sharp and can cause severe cuts. Safhty 9bggIds..:. should be worn when cutting and drilling metal items or installing fasterters.. ,0 .. 0*0 Proper fall protection should be used when working on the roof. The installer should be extra careful when on the roof as panels can be slippery when wet or oily. FIELD CUTTING METAL It is recommended that only snips, nibblers or electric powered shears be used. Cut panels with the bottom side up in order to avoid cuttings from contacting the finished surface of the panel. Panels should be immediately brushed clean after cutting to remove any shavings. Follow the safety recommendations of the tool manufacturer. Goggles, heavy duty gloves and long sleeves must be worn for protection while cutting metal. DELIVERY & STORAGE Unload and inspect the delivered materials for damage. Store the panels and accessories under waterproof covers and above ground on skidded platforms. Provide proper ventilation to prevent condensation. PRE -INSTALLATION All projects should conform to applicable building codes. The minimum recommended roof pitch is 3" per foot. (Depending on panel length) The building must be squared according to acceptable building practices. Check the roof for square by measuring diagonally across one slope of the roof from similar points at the eave and ridge and confirming the same dimension. The substructure (eave to ridge) must be on plane within a'/4" tolerance. •....• .00*0 . 0 0 0 0 . •0:00 .... •.•..• 000000 • .. • • • 32004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #4 PRE -INSTALLATION CONTINUED discrepancies to the Do begin thoo Provide a written report of architect. not ...... installation have been correctbti staring •. until unsatisfactory conditions cls ...... .... ...... installation usually indicates acceptance of the substrate. ...:.. . .... . . . . . . . Wait until adjoining areas scheduled for stuccoing have been complatod acid �prashQ:;;- down. Do not wash down acid residues from stucco directly over# e•metaF.""' ....•• ...... . . . . • ..... . ...... . . ROOF INSTALLATION . . ' 0000 The panels must be installed over a complete moisture -proofed substrate. Install #30 Asphalt Saturated Felt over the entire solid substrate. Under all flashing areas including eaves, apply a layer of Englert HT Underlayment, then overlay and install a layer of #30 Felt. All of these moisture barriers must be installed in a smooth continuous manner. The panels should be installed square (perpendicular) to the eave. Panel seams should face away from the direction of the prevailing wind. The seams shall be parallel and they shall be aligned for hips, ridges and valleys when possible. No surface penetrations shall be made in panels without specific architect approval. All panels shall be continuous from eave to ridge without any horizontal end laps. Do not overdrive fasteners as this can cause panel distortion. End lap all flashing and trim at least 3". All gutters must be mitered, caulked and have a lining of HT Underlayment applied at the laps to make it watertight. All butt joints must be caulked. CLEANUP Peel off any strippable film on flashing as they are installed. Complete all items on punch list. Touchup minor scratches. Remove all debris associated with the roof installation. D2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #5 4 TYPICAL EAVE TRIM DETAIL 10-12x1" WOOD SCREWS @ 12" C.C. ASTM D226 30#/ FELT (BY ENGLERT) NOTES: 1) INSTALL CLEAT ONTO FASCIA WITH #10-12x1" WOOD SCREW, 12" O.C. 2) INSTALL DRIP EDGE BY SLIDING OPEN HEM ONTO CLEAT & FASTENING WITH #10-12x1" WOOD SCREW, 12" O.C. ONTO SUBSTRATE. 3) ENGAGE DRIP EDGE INTO OPEN HEM OF PANEL TO BEGIN PANEL INSTALLATION. DR P EDGE :C)2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #6 TYPICAL GUTTER DETAIL 1300 SER ES / ROOF PANEL / ROCS CLIP 6" FROM PANEL END / ASTM D226 30# FELT (BY ENGLERT) ENGLERT HT \, UNDERLAYMENT y/ DR.P EDGE SOLID DE(-N F-ASC A - BOARD GUTTER STRAP AT 30" FIELD NOTES: 1) INSTALL ALL GUTTER FLASHINGS BEFORE PANEL INSTALLATION 2) FASTEN BACK OF GUTTER BOX GUTTER TOP TO FASCIA W/ #10-12X1" PANCAKE HEAD SCREWS @ 24" O.C. 3) INSTALL DRIP EDGE OVER BACK OF GUTTER & FASTEN #10-12X1" PANCAKE HEAD WOOD SCREWS @ 12" O.C. ON TOP OF SUBSTRATE 4) ENGAGE FIELD HEMMED END OF PANEL TO TOP HEM OF DRIP EDGE "OP RIVET (!) EVER) STRAP GUTTER 32004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #7 TYPICAL HIP / RIDGE DETAIL :0060: 0*000... 0 0-6 0 NOTES: 1) BOX END OF PANELS. 2) FIELD CUT "Z" CLOSURES TO FIT BETWEEN PANEL RIBS. 3) SET "Z" CLOSURE IN TAPE SEALANT OR 2 CONT. BEADS OF SEALANT AND ATTACH TO PANEL WITH (3) #10-12X1" WOOD SCREWS. 4) APPLY SEALANT ON SIDE LEGS OF "Z" CLOSURE, FILLING ANY GAPS AROUND PANEL RIBS. 5) ATTACH RIDGE/HIP FLASHING TO "Z" CLOSURES WITH A POP RIVET ON ONE SIDE AT 24" O.C. 6) IF ADDITIONAL FLASHING LENGTHS ARE REQUIRED, APPLY SEALANT AND LAP THE FLASHING OVER THE INSTALLED FLASHING BY A MINIMUM OF 3" SECURING THE CONNECTION WITH POP RIVETS. 300 SERIES ROOF PANE_ PCP RIVET ONE S CE ONL1 @ 24" 0 C #10-12X1" SCREWS (3) PER PANE- BCX PANEL END ASTM D226 30# FELT J (BY ENGLERT) EN.3LEPT HT UPICEkJAYMENT SOL D DES-,, Z CLOSURE CUT TO FIT BETWEEN PANEL, SET IN 2 CONT. BEADS OF SEALANT AND CAULKED VERTICALLY AT SEAMS (SEALAN- PRJV DEJ BY ENGLERT) HIP/RIDGE :AP FLASr N 3 - 7 CLOSURE ©2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #8 METAL VENTED RIDGE DETAIL , \.. • . . \•••• Y• •• ••;••• �••••\ • • ••••• \ ^fit \l" \ \\V��' •\%�77 • •f•••• .. ��\. .. NATFS- 1) BOX END OF PANELS. 2) SET "Z" CLOSURE IN TAPE SEALANT OR 2 CONT. BEADS OF SEALANT AND ATTACH TO PANEL WITH (3) #10-12X1" WOOD SCREWS. 3) ATTACH BOTTOM OF VENTED "Z" CLOSURE TO TOP OF "Z CLOSURE" WITH STITCH SCREWS @ 24" O.C. 4) HOOK OTHER HEM SIDE OF RIDGE CAP ONTO THE LONG END OF THE OTHER VENTED "Z" CLOSURE AND POP RIVET BOTH SIDES @ 24" O.C. 5) INSERT LONG END OF VENTED "Z" CLOSURE INTO AN OPEN HEM SIDE OF RIDGE CAP. RIDGE CAP FLASHING VENT':G Z CHANNEL POP RIVET - @ 24" 0 C. LJ- / / / Z CLOSURE CUT TO FIT BrTWEEN BOX END PAI,,EL, SET N 2 CONT. BEADS OF OF PANEL SEALANT AND ; ALJLKED VERTICALL � AT SEAMS (SEALANT PROVIDED BY #10-12 X 1" ENGLERT) rCREW (3) PER PANEL \� . 1300 SERIES V RCOF PANEL \ Z CL05l,RL ENGLERT HT L.NDERLAYVENT ASTM D."26 30# FELT (BY ENGLERT) SOLID DECK ©2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #9 VENTED RIDGE DETAIL NATFS" 1) BOX END OF PANELS. 2) FIELD CUT "Z CLOSURES" TO FIT BETWEEN PANEL RIBS. SET "Z" CLOSURE IN TAPE SEALANT OR 2 CONT. BEADS OF SEALANT AND ATTACH TO PANEL WITH (3) #10-12X1" WOOD SCREWS. 3) APPLY SEALANT ON SIDE LEGS OF "Z" CLOSURE, FILLING ANY GAPS AROUND PANEL RIBS. 4) ATTACH RIDGE FLASHING TO "Z" CLOSURES THROUGH VENTING MATERIAL WITH A STICH SCREW AT 24" O.C. 5) IF ADDITIONAL FLASHING LENGTHS ARE REQUIRED, APPLY SEALANT AND LAP THE FLASHING OVER THE INSTALLED FLASHING BY A MINIMUM OF 3" SECURING THE CONNECTION WITH POP RIVETS. BOX END OF PANEL - RIDGE CAP\ VENT \-, MATERIAL STITCH SCREW (-� 2 4 " C.0 i FEL �LERT HT-/ ZLA�MENT V;TM D2C6 30#- (BY E'vG_ERT) Sr' -ID DECK .. . .... • •••• • . .-0- 0*-066- • • •••••, w \..••.• . . • . ..•••. w .. . . •. • • Y •••• (3) #10-12X'" SCREWS PER PANEL Z CLOSURE CUT TO FIT BETWEEN PANEL, SFT IIJ 2 CONT BEADS OF SEALANT \AND CAULKED VFRTCALL P AT SEAMS (SEALANT PROVIDED BY ENGLER`) 1300 SERIES ROOF PANEL Z CLOSURE PANEL ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE # 10 TYPICAL GABLE DETAIL STITCH SCREW @ 12 0.0 0 SEPiFS F PA'ILL ,.T BUTYL TAPE ENGLERT) M D226 30# T, (BY ENGLERT) G_ERT HT DER_AYMf 'aT -ID D'-7Cr. GABLE FLASHING CLEAT -#10-12 X1" WOOD SCREWS@ 12" 0 C NOTES: 1) INSTALL CLEAT ON TO FASCIA WITH #10-12X1" PANCAKE HEAD WOOD SCREWS @ 12" O.C. 2) FIELD BEND PANEL AT 90 DEGREES, 1 ?Z" MINIMUM. 3) ADHERE A CONTINUOUS LENGTH OF BUTYL TAPE (BY ENGLERT) ONTO THE TOP INSIDE OF THE PANEL LEG. 4) SLIDE GABLE FLASHING ONTO CLEAT AND ALIGN WITH PANEL. 5) CONNECT GABLE FLASHING WITH A STITCH SCREW AT 12" O.C. • • ©2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #1 l TYPICAL PEAK CAP DETAIL ...... .... ...... .... .... ..... ...... . . ..... .... . ...... . . . . ...... BMX PANEL END Z CLC�URE CUT PANE, SET IN OF SEALANJT AND VERT,TAlLY AT F'RO\,'iDED BY "Z'" CLOSURE -POP TO FIT BETWEEN 2 CON'. BEADS CAULKED SEAMS (SEALANT ENGLERT) Ri\/ 24" 0 C. 1300 SERIES R�,JF D PANEL NOTES: 1) ONCE PANELS HAVE BEEN BOXED AND INSTI FIELD CUT THE "Z" CLOSURES TO FIT BETWE THE PANEL RIBS. 2) SET "Z" CLOSURE IN TAPE SEALANT OR 2 CO BEADS OF SEALANT AND FASTEN THROUGH PANELS WITH (3) #10-12X1" WOOD SCREWS. CAULK THE "Z" CLOSURES VERTICALLY A THI SEAMS. 3) INSTALL CLEAT WITH #10-12X1" PANCAKE HE, WOOD SCREWS @ 12" O.C. 4) INSTALL THE PEAK CAP BY SLIDING THE OPE HEMS ONTO THE CLEAT AND "Z" CLOSURE, ATTACHING WITH POP RIVETS @ 24"' O.C. ©2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #12 TYPICAL VALLEY DETAIL j ...;yam..., ... • • • • • •••••• NOTES: 1) INSTALL ALL VALLEY FLASHINGS BEFORE PANEL INSTALLATION 2) FASTEN VALLEY FLASHING TO SUBSTRATE WITH #10-12X1" PANCAKE HEAD WOOD SCREWS 24" O.C. 3) ALIGN AND INSTALL OFFSET CLEAT WITH TAPE SEALANT ON BOTH SIDES OF VALLEY FLASHING AT LEAST 6" BACK FROM CENTER OF VALLEY FLASHING. 5) FASTEN OFFSET CLEAT THROUGH VALLEY FLASHING AND TAPE SEALANT TO SUBSTRATE WITH #10-12X1" PANCAKE HEAD WOOD SCREWS 24" O.C. 6) FIELD HEM PANEL. 7) ENGAGE FIELD HEMMED END OF PANEL TO OFFSET CLEAT AND ATTACH PANEL AS USUAL. ROOF PANEL, FIFA D CUT & BEND OM ENGLERT HT JNDERLAYMENT ASTM D''^6 30# FFLT (B" ENG-ERT) SO -ID DECK #10-12X1" PAI',CAKE HEAD SCREWS @ 24" O.0 1300 SERIES ROOF PANE, - VALLEY OFFSET CLEAT CONT 38" X 1" BUTYL TAPE (BY ENGLERT) D2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE # 13 TYPICAL VALLEY DETAIL NOTES: 1) INSTALL ALL VALLEY FLASHINGS BEFORE PANEL INSTALLATION. 2) FASTEN VALLEY FLASHING TO SUBSTRATE W1 #10-12X1" PANCAKE HEAD WOOD SCREWS 24" O.C. 3) FIELD HEM PANEL. 4) ENGAGE FIELD HEMMED END OF PANEL TO INTEGRATED VALLEY CLEAT. 24 O.0 !TYP), SET IN BL-D OF SEALANT O'� B- TL TAPE (Br EN-ERT) SOLID DECK 32004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE # 14 TYPICAL HEADWALL DETAIL IT OR 2 I-TACH ID 4T ASHING ©2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #15 TYPICAL HEADWALL DETAIL O. NOTES: 1) BOX PANEL ENDS. 2) FIELD CUT "Z CLOSURES' TO FIT BETWEEN PANEL RIBS. 3) SET "Z" CLOSURE IN TAPE SEALANT OR 2 CONT. BEADS OF SEALANT AND ATTACH TO PANEL WITH (3) #10-12X1" WOOD SCREWS. 4) CAULK "Z" CLOSURES VERTICALLY AT PANEL SEAMS. 5) ATTACH HEADWALL FLASHING TO "Z" CLOSURE W/ POP RIVETS 24" O.C. 6) INSTALL COUNTER FLASHING AND CAULK TOP WITH ENGLERT SEALANT. ©2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #16 TYPICAL HEADWALL DETAIL OR 2 ACH ,T M `Al ') Df (k ©2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #17 TYPICAL SIDEWALL DETAIL F,N SHED NALL FASTENER ...... .... CC(j",TER FLFS*i''G • • • • .••.•• SIDEWALL --� •��••• FLA'FING BUTYL TAPE BY ENGLERT \II FASTENER 9 LWI 24' O.0 SER ES 1300 / ROOF PANE_, FIELD BEND H • ♦i III - ASTM D226 30# \ FELT (BY EP.C-ERT) ENGLLKT HT UNDERLAY ME"JT -SCLID DECK NOTES: 1) APPLY SEALANT TAPE TO INSIDE OF PANEL LEG 2) ATTACH SIDEWALL FLASHING BY INSTALLING FASTENER @ 24" O.C. THROUGH SEALANT TAPE AND INTO PANEL 3) INSTALL COUNTER FLASHING D2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE # 18 TYPICAL SIDEWALL DETAIL NnTFS- 1) APPLY SEALANT TAPE TO INSIDE OF PANEL LEG. 2) ATTACH SIDEWALL FLASHING BY INSTALLING FASTENER @ 24" O.C. THROUGH SEALANT TAPE AND INTO PANEL. 3) INSTALL COUNTER FLASHING AND CAULK WITH ENGLERT SEALANT. • • • • . • ••,LALNi 13'11'• •• .•�•.� • FASTENEE 24' CONT BL TYL T (BY E'.GLE CO F LP SIDEWA- FLASHIN( BUTYL TAPE BY FNGLERT STITCH SCREW 24" O.C. SERES 1300 ROOF PANE-, FIELD BEND "-- ASTM D2. 6 30# FELT (BY ENGLERT) ENGLERT HT UNDFRLAYMENT S�-_ID DE(-K ©2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #19 TYPICAL SIDEWALL DETAIL Alf%TFC 1) APPLY SEALANT TAPE TO INSIDE OF PANEL LEG. 2) ATTACH SIDEWALL FLASHING BY INSTALLING FASTENER @ 24" O.C. THROUGH SEALANT TAPE AND INTO PANEL. 3) INSTALL COUNTER FLASHING AND CAULK WITH ENGLERT SEALANT. • • • • • • SEALANT (PROVIDED' BY ENGLERT): •', COUNTER FLASHINC SIDEWALL - FLASHING BUTYL TAPE -� BY ENGLERT FASTENER (3-) - 24' O C SERIES 1300 R F PANEL, FIE_D BEND • • • • •••••• ASTM E226 30# FELT (B( ENGLERT) ENGLERT HT UNDERLAYMENT -S" .ID DEC,, ©2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #20 TYPICAL PENETRATION DETAIL NOTES: 1) THE VENT PIPE MUST BE EXTENDED THROUGH THE FLAT OF THE PANEL. 2) CUT THE PANEL TO FIT THE PIPE PROPERLY. 3) TRIM THE ROOF JACK SO THAT THE PIPE WILL FIT SNUGLY AND INSTALL OVER THE PIPE. 4) APPLY SEALANT BETWEEN THE PANEL AND THE BASE FASTENING RING OF THE ROOF JACK. 5) ATTACH THE BASE OF THE ROOF JACK TO THE PANEL USING 41/4-14X7/8" STITCH XL FASTENERS @ 1" O.C. 6) APPLY SEALANT BETWEEN THE 'PIPE AND THE TOP OF THE ROOF JACK. 7) INSTALL A STAINLESS STEEL CLAMPING RING SNUGLY AROUND THE TOP OF THE ROOF JACK. VE' T PIPE SOLID DECK '300 SER ES PANEL AL) SCREWS 1" O.C. SEALANT BY ENGLERT - ASTM D226 30# FELT (BY ENGL E R-) ENGLFRT -IT UNDLRLAYVENT ©2004 ENGLERT, INC. SUBJECT TO CHANGE WITHOUT NOTICE PAGE #21 O 144 C Slhte(eitM(et(�tl[Untl['['Linni'LiLed[ • Client agrees to the estimate provided by the Builder on 9/22/2019 for $27,800.00 plus any rotten wood replacement. Any required wood removal exceeding 100sf of decking and 201f of fascia, shall be charged at $4.50 per foot for deck wood, $6.00 per foot for sub fascia, fascia, trusses, and rafters. * APPR p J4lr FOR 4 q 50 DISCOUNT • Optional Englert Metal Man HT peel and stick membrane @ $2,400.00 W-N1\A • Optional Ridgevent @ $750.00 if chosen will be charged separately at the time of install. "V�. • Optional Hurricane truss mitigation upgrade @ $5,500 tv'!j- • Optional instillation of Polyiso (Flat roof only) @ $1,000 \M* • Pursuant to the estimate, and the changes listed above, the Builder agrees that he will be constructing a roof for the Client as per his permit specifications. • Client agrees to pay Builder according to the following plan: - Deposit of $2,780 due at contract signing. GK IVP7 PC Q V" - 1:t draw of $11,120 due upon completion of tear off - 2nd draw of $11,120 due upon delivery of material (roll forming panels) - 3'd draw - Balance of $2,780 due upon the final inspection. - Additional options billed separately ® 3� 206 "'' 0A1 C0mPc-Er1oN OF TE4-2 OFF 1/V� • Client agrees that if payment is not made according to the above plan, Builder has the right to stop all work until such time as payments have been brought current. • Client understands that if changes are necessary during the course of construction, the Builder will provide the Client with a change order, and the Client will be responsible for the additional incurred costs of the agreed upon changes. • Warranty to include 25YR Englert finish warranty and 10YR labor will be issued after completion of the roof replacement. • Builder agrees that any delays and/or changes not agreed to in this document must be discussed with Client before work is to continue. • Builder agrees that he will remove all debris, equipment, materials, etc. from the location upon completion of the construction. Invalidity or unenforceability of one or more provisions of this agreement shall not affect any other provision of this agreement. This contract is subject to the laws and regulations of the state of Florida. y-? q- qBu'de4r=Dat�e 830 NE 40th Court Oakland Park Florida 33334 CCC-1331625 C t e 9 Office: 954-366-3664 Fax: 954-366-3686 , E-mail: office@sheetmetalpl.com S]h<ee it MetattUnd[I'Linnn"Lited Construction Contract Sheet Metal unlimited PL, Inc., henceforth known as "Builder", and Maurice Hernandez, henceforth known as "Client," are entering into this contract this 22"d day of September, 2019, for the purposes of establishing the provisions of the construction of the roof replacement, located at 895 NE 951h Street Miami, FL 33138. P. 786-586-8624 E. Mozarela2002@yahoo.com • Scope of work: Approx. 2,800 sq. ft. 1. Remove and dispose of (1) existing tile roof. 2. Replace any rotten wood, up to 100sf. of decking and 201f of fascia. 3. Install 30lbs felt, tin tagged in place mechanically, as per code, using 1 V Ring Shrank Nails and 15/8" Tin Caps. 4. Install 1 Ply Versashield, Fire barrier as second underlayment layer, tin tagged in place as per code. 5. Supply material and labor to fabricate, roll -form and inttall Englert 1300 Series 24 GA W*AA 16" wide Matte Black standing seam roof with all adjacent trim as per manufacturer specification. 6. Haul away all debris and cleanup the jobsite. • Flat Roof: Approx. 400 sq. ft. 1. Furnish and Install POLYSTICK ELASTOBASE, mechanically fastened using Tin caps and RS Nails fasteners, as per NOA requirements. 2. Install 1 ply of POLYSTICK ELASTOFLEX Interply, self -adhered. 3. Install 1 ply of POLYSTICK white granular. • All decking after tile removal will be renailed to the trusses to comply with existing Florida building code. • All flashing and valley metals will be field measured, and shop fabricated out of matching flat sheets to the manufacturer specification. Standing seam panels will be field fabricated using our roll former. 830 NE 40' Court Office: 954-366-3664 Oakland Park Fax: 954-366-3686 Florida 33334 E-mail: office@sheetmetalpl.com CCC-1331625