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RF-18-2214Permit NO. �sO1S °�i Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 F�ORIDA rm it Issue Date: 91612018 Permit Type: Roof Work Classification. Meta! Permit Status: APPROVED Expiration: 03/04/2019 Project Address Parcel Number Applicant 18 NW 100 Street 1131010180430 Miami Shores, FL Block: Lot: SUSAN FIKE Owner Information Address Phone Cell SUSAN FIKE 18 NW 100 ST MIAMI SHORES FL 33150-1204 Contractor(s) Phone Cell Phone T&S ROOFING SYSTEMS INC. 305/265-2654 of Work: Re Roof ional Info: RE -ROOF METAL -ification: Residential ning: 3 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $13.20 DBPR Fee $4.13 DCA Fee $2.75 Education Surcharge $4.40 P&Z Review Fee $35.00 Permit Fee - New Roof $275.00 Scanning Fee $9.00 Technology Fee $17.60 Total: $861.08 Valuation: $ 21,764.00 Total Scl Feet: 1300 Pay Date Pay Type Amt Paid Amt Due Invoice # RF-8-18-68608 09/05/2018 Check #: 35122 $ 861.08 $ 0.00 Bond #: 3881 AvanaDie inspections: Inspection Type: Final Roof Cap Sheet Roof in Progress Renailing Affidavit Review Roof Review Roof Review Planning In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and t at all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contraotorto do tork stated. 05, 2018 Authorized Signature: Owner / Applicant / Contractor / At -nt uate Building Department Copy September 05, 2018 1 1 e BUILDING PERMIT APPLICATION Miami Shores Village ' �,crFa,A __,D Building Department I AUG i 18 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 _. Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2011 b Master Permit NoW � � - zz I `i Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP (j I� CONTRACTOR DRAWINGS JOB ADDRESS: isIV Folio/Parcel#: ,6 I _Q 19 — 04 3 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): SU SGf`1 ` `L-4?, _Phone#: Address:: VV St- A ` -100 City: IV1 (� ( �jY�d Y State: _� �� IG Zip: 3 �o Tenant/Lessee Name: Phone#: Email: CON' Addr City: Qual' State DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ w Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace-= ❑ Demolition Description of Work: Specify color of color thru tile: N Submittal Fee $ all& Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ TAR 3s - o0 (Revised02/24/2014) .-0. S Chi CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ I TOTAL FEE NOW DUE $ W1 It 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. Signature �2 0 ER or AGENT The foregoing instrument was acknowledged before pme this 113 day of 20 Q by who is personally known to me or who has produced as identification and who did take an oath. BLIC: Sign:_ Print: Seal:;►i;•., RICHARD JOHN LIBUTTI JR w.. Commission # GG 203071 i.; •; Commission Expires 04 03 2022 Bonded Through - Cynanotary w,?' a ,(`�'� Florida • otary Public APPROVED BY Signature CONTRACTOR The foregoi4 instrument was acknowledged before me this �1 ) �) day of 20 , by W who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUE Sign: Print: Seal: **#**##******#******#* Z`11� Plans Examiner Structural Review DANIELPEREZ Notary Public-StatecfFlorida Commission. GG 44769 '• Er.-,� �`�'>&g'1�'���Ai.'�`iR�k+ki4Z4 Zoning Clerk (Revised02/24/2014) 9/5/2018 image.png ` ancSCOTT.WNElwCR J0ftkD eNZkCHEKSECPXTistY dUpr STATE OF FLORIDA DEPARTMENT OF BUSINESSAND PROFESSIONAL REGULATION CONSTRUCTIO ONDUWO: GENSiNG BOARD THE ROOFIIN: ROR HEitEIN iAERttrl.UNDER THE pROV151OIV > /r V?ii-+►+4 o>: tIiAP7E�t �$9, FI.�IovTlrs 6LEQ0,, LOUTS ENIIL & 5 RObfIIVC-' FL33142_s}'� 'Y w' uaw NUMBERS 326432 EVIRATION OAALAUGUST 31.2020 Always vW4licenses o gne at MvfWWatbcensc.com %vc Do not after this document in any form This is your license. It is unlawful for anyone other dun the ken see to use this docwnent. https://mail.google.com/mail/u/0/#inbox/FMfcgxvzKQnwMmwRXGCxxQQbWKgBrzsr?projector-1 1/1 97, Appal s f HOOFING' ASSYSTEMS, INC. Masteis In modern-day roofing sysionis METAL ROOF PROPOSAUAGREEMENT Date: July 13, 2018 Customer Name: Susan Pike Address: 18 NW 100 Street Miami Shores, Fl 33150 PHASE 1: 2: 3: DESCRIPTION Phone: 305-904-2376 ROOF REPLACEMENT Galvalutne Standing Seam 16" Panels (24ga) • Obtain all necessary roofing permits required by local municipality. • Permit cost is not included. • Remove existing roof to a smooth workable surface. • Replace roof sheathing up to 100 If (if T&G) or 3 sheets (if plywood) where necessary. • Re -nail wood deck with 2.5" ring shank nails along beams where necessary. • Install GAF Versashield fire barrier sheet over wood deck. • Install Tamko 30# felt mechanically fastened with I :V4" ring shank nails and 15/8" tin caps. • Replace lead stacks with High Temperature Silicone Rubber Boots to create a watertight seal. • Install new Roof Vents to replace existing. • Install GAF Topcoate waterproofing over critical area penetrations. • Install 16" Standing Seam Kynar Painted Metal Panels fastened mechanically to deck as per manufacturers specs (owner to choose color). • Metal roof system shall include 3x3 Perimeter Edge Metal Valleys, Ridge Caps, and Gable Trim. • Clean premises and haul garbage away for final inspection. WALL FLASHING & PENETRATION DETAIL: (Not Applicable on TPO Roofs) o Saw cut wall area, remove existing flashing, install new flashing, and re -plaster wall area where necessary. o Seal base flashing with flashing cement and membrane fabric. o Install first coat of GAF TopCoat® Flashing Grade approx 6" up wall area and 6" on roof surface for flashings and around all roof penetrations. o Install GAF Topcoat® flashing fabric reinforcement over wet base coat. o Install final coat of GAF Topcoat® Flashing Grade to complete critical area waterproofing. TSR ELITE Investment Amt: • One Layer of Tamko 30# felt & GAF Versashield • GAF Topcoat® Waterproofing • *10 Year T&S Roofing Warranty on Labor & Workmanship • *25 Year Material Warranty on Metal from Manufacturer 21,764 t / I SYSTEMS Ime. lfsc — M —dl -day—ffnq sY.t—S • *30 Year Warranty on Paint from Manufacturer ROOFING PRODUCTS `Warranties not valid on galvalume roofs if property is less than 1 mile from the coast. Notes: 1. Due to fluctuating costs of steel and asphalt based products, price is guaranteed for 14 days. 2. �l\(�cOC 1'�C4uL�� l►iC�ttic�lurx c v1 i� �� d �iA��^ Ct� liOVL R L �y holm, . The InfonnatSon contolned in N's proposal Is privileged and confidential Intorrratlon intended only farihe use of the lndvldual(s) named above. Any disclosure orcishibution Is strictly proHbited under applcoble federal or state irnv. #222U16 ve PAYMENT SCHEDULE g�' �s� try �yc W 1. e WIN �77 i . AL MR ,25% UPONSOF 30 ELTST 3: 25%UPON SUB T�1 TIAL C MP, ETION OFVERSASNIELD .... . 4 15% OPO DELIVERY OF METAL MATERIALS 10% UPON APPROVAL OF FINAL INSPECTION .�.��._�,,..�.�W�.. .�....u,... _ _. �N _._.::..:,, ,..•..........:. .........�.�n.�.mn� F:. _�.�.�.__..�.•...wm , .n w,_�� ..fin,• :�.,.:.,�.�.,. HOMEOWNER ACCEPTANCE OF PROPOSAL: SIGNATURE PRINT NAME TODAY'S DATE J US ROOFING SYSTEMS INC. ACCEPTANCE OF PROPOSAL: SIGNATURE :::2� PRINT NAME Cam" - (S I U LC TODAY'S DATEThe Information contoined in tws proposal Is pivileged and confidential information Intended only for the use of the Inc6vidual(s) nomed obove. Any daclosure or datnbutlon is striclty protrblted under appTcaNe federal or state lmv. #222016 ♦ * $ PATINA GREEN ♦ * $ TEAL ♦ * $ HEMLOCK GREEN S FORESTGREEN $ HARTFORD GREEN •W$S ANODIC CLEAR •WS$ SILVERSMITH ♦ * $ EVERGREEN ♦ * $ HUNTER GREEN ♦ * $ ARCADIA GREEN * S MILITARY BLUE $ BERKSHIRE BLUE •♦*WS$ SILVER •♦*W$$ CHAMPAGNE MMMMM GRAPHITE ♦*$ CHARCOAL $ INTERSTATEBLUE ♦*$ SLATE BLUE S AWARD BLUE MMMMM S MATTE BLACK ♦ * $ DARK BRONZE $ BURNISHED SLATE S AGED BRONZE ♦ * S MEDIUM BRONZE •♦*W$$ ZINC •♦*W$$ WEATHEREDZINC ♦*$ MANSARD BROWN 4 BURGUNDY ♦*$ TERRACOTTA ♦•$ CARDINAL RED ♦*S COLONIAL RED •♦*W$$ COPPER PENNY •♦*W$$ AGED COPPER $ MIDNIGHT BRONZE ♦ MUSKEA SIF`�TAN ♦ SANDSTONE ♦*$ ALMOND • W SSS WEATHERED STEEL WS$$ WEATHERED COPPER ♦*SRL-AT *$ CITYSCAP ♦*$ -'BITE ♦*$ STONEWHITE ♦*$ BONE WHITE • ••• Kynar 5001 or Hylar 5000' pre -finished steel and aluminum • • • • • • • • • • • for roofing, curtainwall and storefront applications. PAC - C LAD • • • • • • • `• • • 40 • *MetallicColors *ENERGY STAR' Colors $Pricing to P E T E R s E N PAC-CLAD.COM ♦Cool Colors *Premium Colors • • • • • • See back for color availability chart. AZ: 83AD 3 5019 5GA: 800 272 482 MN: 877 5712025 • • • • • •� • • PAA C,=CLAU C01V AnaiGhml6i�i PAC -CLAD 3 YEAR STEEL ALUMINUM ENERGY REFLECTIVITY EMISSIVITY SRI STANDARD COLORS EXPOSURE 24 GA. 22 GA. .032 .040 .050 .063 STAR AGED BRONZE 0.29 0.86 N/A 29 J ALMOND 0.53 0.87 0.52 62 J J J J J ARCADIA GREEN 0.31 0.88 0.32 32 J J • • • • AWARD BLUE 0.21 0.86 0.20 17 J J p •I " • • • • • BERKSHIRE BLUE` 0.26 0,87 0.25 1 25 J • • • 1 BLACK ALUMINUM"' 0.20 0.86 N/A ( it g J N•�w • • J••+••• •• MATTE BLACK STEEL`` 0.22 0.87 011 i 20 J J • • • • • • •••••• BONE WHITE 0.67 s 0.86 0.64 81 J J J •+w • �• • * • • BCRGUNDY0.24 0.87 0,23 23 f J $ J • • • • •i • •` + • • BURNISHED SLATE ° 0.32 0.86 _ N/A 33 J 4 ] • • • • • • • •: • • • • • CARDINAL RED 0.37 0.86 t 0.36 39 J • • • • • •••••• • • • • • • CHARCOAL 0.27 0.87 0.27 27 J i $ J • • • • • •J'+-* • • • • • • CITYSCAPE 044 0.86 043 49 J J J • J • • • • COLONIAL RED 0.32 $ 0.88 "" 0.32 34 J i e J J • J •� • • •'• • •••••• ...J • DARK_BRONZE ..... 0.26 _0.85 0.24 24 J 1 ..V a J M J a .Y • * • • • • • • EVERGREEN 0.27 0.86- 0.25 26 I $ d • • • * " • •• • w FOREST GREEN 030 0.87 0.10 6 J 3 J GRANITE` 0.32 0.87 0.33 33 ` J ( J J J J GRAPHITE 0.29 0.86 N/A 29 J € p HARTf0R0 GREEN 0.29 0.86 0.30 29 J f J y J J HEMLOCK GREEN _ 0.29 0.86 0.30 29 HUNTER IREEN 027 0.86 0.26 m 26 J J 1 y INTERSTATE BLUE 0.13 0.87 0.12 8- J MANSARD BROWN 0.29 0.86 0.27 29 J J J J I J 1 MEDIUM BRONZE 0.26 0.88 0.25 26 J J J S J J J MIDNIGHT BRONZE 0.06 0.88 N/A 0 J J t MILITARY BLUE I 0.29 0.8 0.28 29 J J ) MUSKET GRAY 0.31 0.87 0.30 PATINA GREEN 9.33 0.86 0.32 34 SANDSTONE ; 0,49 0.87 0.49 56 J J J J J 1 J SIERRA TAN 0.36 0.87 0.36 39 SLATE BLUE I 0.25 0.87 0.24 24 J J SLATE GRAY_ w 0.37 0.88 _ 1 0.36 40 J J J J J I STONE WHITE S 0.64 0.87 - 0.61 77 7 J J J J J J I TEAL 0.87 0.26 25� J s J _0.26 TERRA COTTA I 0.36 0.88 0.35 39 J ) J J PAC -CLAD PREMIUM COLORS AGED COPPER 0.26 0.87 ! 0.25 ' 25 J J J ! ANODIC CLEAR 0.54 0.81 N/A 61 J CHAMPAGNE 040 0.82 i 0.36 42 J § J J J COPPER PENNY r 047 0,87 0.44 53 J 1 J J J SILVER 0.49 0.81 0.46s 54 J ± J J J J SILVERSMITH 0.5�3 �0.81 - N/A 60 WEATHERED COPPER 0.4 1 0.88 N/A 51 STEEL 0.32 1 0.89 N/A 34 J _WEATHERED ZINC a 0.26 0.82 0.23 23 J J ( J J _WEATHERED .�- `_0.18_ ZINC - _ 033 _i - 0.32 35 T CLEAR -COAT ACRYLIC FINISH (NON-KYNAR) _ _ _ - GALVALUME PLUS s 0.68 0.14 d O.SS 57 PAC -CLAD Premium finishes are available from stock at a moderate extra cost. PAC -CLAD Copper Penny is a Non -Weathering finish. Solar Reflectance Index calculated according to ASTM E-1980 'Low GI-11-ow Sheen. full 70% PVDF finish " Appearance differs for Black Aluminum and Matte Black Steel ENERGY STAR PERFORMANCE CRITERIA: F Humidity Resistance (ASTM D 2247): Galvalume or HDG. 100°k RH. F Abrasion Resistance (ASTM D 968): 67 +/. 10 liters Emissivity uses ASTM C1371 Reflectivity uses ASTM C1549. 2000 hours -No field blisters; Aluminum, 100%RH, t Cross Hatch Adhesion (ASTM D 3359): No loss of acheslon TECHNICAL DATA FOR NYNAN 500,!HYLAR GOOD COATING: 3000 hours -No field blisters t Reverse Impact (ASTM D 2794): Galvalume or HDG, 2x k South Florida Exposure: Color (ASTM D 2244)-No more than SAE H Salt Spray Resistance (ASTM B 117): Aluminum. 3000 hours, metal thickness inch -pounds, no loss of adhesion: Aluminum, Hunter units at 20 years; Chalk (ASTM D4214)- Rating no less than 8 at Galvalume or HDG. 1000 hours- Creep from scribe no more than 'LSx metal thickness inch -pounds, no loss of adhesion 20 years: Fikn integrity-20 years. 1116'. no field blisters r Flame Test(ASTM E 84): Class A Coating Accelerated Weathering (ASTM D 4587, ASTM G 154}: 5000 Hours; A Chemical/Acid Pollution Resistance (ASTM D 1308): Pass Chalk, pet ASTNR D 4214, rating of 6 or better, Color, per ASTM D 2244, k T-Bend (ASTM D 4145): 1T-3T with no loss of adhesion <54E(Hunter Units) color change. / Pencil hardness(ASTM D 3363): HB-2H R Specular Gloss (ASTM D 523) p 60 degrees: Typical - 20 - 35 PAC -CLAD is a registered trademark of Pete-sen Akiminum Carp, Kvnar 500 is a registered trademark of Arkema Inc Hylar 5000 is a registered trademark of Solvay SoleAs. 312018 Section AB COUNTY "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section A (General Information) Master Permit No: Process No: Contractor's Name: IT AND S ROOFING Job Address: 18 NW 100 ST Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic Shingles ❑✓ Metal Panel/Shingles ❑ Sprayed Polyurethane Foam ❑ Other: • • 0000 .• . .. . • ma�yy••••• •• • L.1.fl ;Wr/Adhesi;eSetTile••••• •.••.. 0. yilpbd Shijgle�(9hake o• • • • ..•.•. • • • •.•••• Roof Type ❑ New Roof ❑✓ Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenanoe •.. Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No If yes, what type? ❑ Natural LPG) Roof System Information Low slope roof area (ft.2) 0 Steep Sloped area (ft.2) 13001.11.1 Total (ft.2) 1300 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): OVERFLOW(S) SIZE & LOCATION PERMIT : l$ 2:Z 4 Miami ShCres Village APPROVED DAT ZONING DEPT _ ny BLDG nEPT ( +� SUBJECT 10 CC;NIPIJPNCE WI (H ALL EEUERAL STATE ANv CGUN i'f r{I,L=S AND F?5GULATIONS M 4HORE" y' �CORTD 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 tD prgliQe the our►wrtivith the required roofing permit, and to explain to the owner the content of the section. The pr80isions of SgCtIbp0J4402 govern the minimum requirements and standards of the industry for roofing system instalfalill?. AdditiAtll f, the ..•0 following items should be addressed as part of the agreement between the owner ant the contr.actor. The dwner's initial in the designated space indicates that the item has been explained. • •"9. • • • • • • • . ...... 2. _ Renailing wood decks; When replacing roofing, the existing wood•resWeck may Piave to be renailed in accordance with the current provisions of Section R4403. (The roof deA is ust#ally. . concealed prior to removing the existing roof system). 4. iExposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance, 5• Overflow scuppers wall outlets It is required pp � ) q ed 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 scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Owner/Ag nt's S ature Date Property Addre s Revised on 7/9/2009 LD;07/01/2015; Contract Signature Date Permit Number ..000 Miami hares Voillage Building Department 10050 N,E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTIO •" ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR 9XIS'n:00NG S!?E.'. • BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES ... • • • ...... PERSUANT TO SECTION 553.844 F.S. • 0000 ••• • . •' • • ....... . • . ..... .... . ...... To: Miami Shores Village Building Department Drta 10050 NE 2nd Ave ....:. Miami Shores, FI 33138 0 Re: Owner's Name: — `C7 i,l h Ct Y1 I-' i k _ ' • •' • • Property Address:_j,9 v*-3 j Roofing Permit Number: Dear Building Official: I certify that I am not required to retrofit the roof to wall connections of my building because: ,� he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signatur Print Name E,, i.., RICHARD JOHN LIBUTTI JR Commission # GG 203071 Stale of Florida *: Commission Expires 04.03.2022Gount of Dade Bonded Through.Cynanotary y f••• Florida Notary Public The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this i� day of 110-6 Ztll`� 13 Notary Public, Sate of Florida at Large Ubi 0 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 Genera! Contractor for the Roof to wall connection Hurricane Wigation. Revised on SQ1/2009 7/19/2018 Property Search Application - Miami -Dade County mE PROPERTY Arp"PT" a I `A E m"' FACE U� I H U Summary Report Property Information Folio: 11-3101-018-0430 Property Address: 18 NW 100 ST Miami Shores, FL 33150-1200 Owner SUSAN A FIKE Mailing Address 18 NW 100 ST MIAMI SHORES, FL 33150-1204 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,279 Sq.Ft Living Area 1,279 Sq.Ft Adjusted Area 1,212 Sq.Ft Lot Size 5,940 Sq.Ft Year Built 1938 Assessment Information Year 2018 2017 2016 Land Value $130,825 $130,825 $130,825 Building Value $89,385 $83,080 $83,092 XF Value $2,370 $2,407 $2,445 Market Value $222,580 $216,312 $216,362 Assessed Value 1 $79,202 $77,573 $75,978 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $143,378 $138,739 $140,384 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description NAVARRO SUB PB 12-59 LOT 5 & E5FT OF LOT 6 BLK 5 LOT SIZE 55.000 X 108 OR 16376-3711 0594 4 Generated On : 7/19/2018 Taxable Value Information 2018 2017 2016 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $29,202 $27,573 $25,978 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value 1 $54,202 $52,573 $50,978 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $29,202 $27,5731 $25,978 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $29,202 $27,573 $25,978 Sales Information Previous OR Sale Price Book- Qualification Description Page 05/01/1994 $0 16376- Sales which are disqualified as a result of 3711 examination of the deed 02/01/1985 $58,000 12416- Sales which are qualified 2292 11/01/1977 $1 09861- Sales which are disqualified as a result of 0062 examination of the deed 05/01/1974 $36,000 00000- Sales which are qualified 00000 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 hfp://www.miamidade.gov/info/disclaimer.asp Version ,al.RoOV ' %W'11 k Miami -Dade County HVHZ Electronic Roof Permit Form `- Section D Metal Roof System "f:eiivering Excellence Every Oay" Roof System Manufacturer: METAL MASTERS Notice of Acceptance Number: il4-0123.06 Minimum Design Wind Pressures, (from RAS 127 or Calculations): P 1: �39.1 P 2: 68.1 P 3: ;100.7 •A•• Maximum Design Wind Pressures, (From the NOA Specific system): I114.25 • psf • • 019 in the specific roof assembly components. if a component is not required, rose; t no2 pppll;able (rr/a� I.On the Fe' hoofv- T- Roof Slope:."/12" Roof Mean Height: 1115 1 ft. Clip or Screw Spacing for Metal Roof Panel Attachment Field: ;24 " o/c Perimeters: " o/c Comers: i6 .. , " o/c Number of screws required per clip: Perimeter Width: Fi ft. Screw Type, Size, & Gauge for Clip or Metal Panel Attachment: #10 PANCAKE HEAD FASTNERS Deck Type: I--5/8" Plywood- Is • • • • BI Optional Nailable Substrate: • • • • • . •... •6.0 ...... •••••• Optional Nailable Substrate AttaAment.Method: •. ••:. - • Optional Insulation: Optional Insulation Attachment Method: i Fire Barrier: ELK VERSASHIELD Underlayment Type: #30 ASTM TYPE 11 ^ Underlayment Fastener Type: ,1 1/4 RS NAILS 6" OC AND 12" FIELD Optional Peel & Stick Membrane: i Metal Roof Panel: PAC STEEL PANEL Drip Edge Size & Gauge: _3" face 2=3 ga.-- Drip Edge Material Type: FGalyinized Metal- �i Drip Edge Fastener Type: 11 1/4 RS NAILS Hook Strip/Cleat gauge or weight:; -- Select Hook Strip -- C'd1AM1.6ADE �E .�� _�1 -, MIAMY-DADS COUNTY t.-' 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 (NOAj )vtn v.miaiiiidade.Qoylecoiiomy Metal Master Shop, Inc. 7484 NW 8 ST Miami, FL 33126 • • • • SCOPE- •• •• •• . . This NOA is being issued under the applicable rules and regulations governing the use Q£r.Qry,%ftuction i%aterials. fie • documentation submitted has been reviewed and accepted by Miami -Dade County RER .Psaduct CwtroLSectioi to be: used in Miami Dade County and other areas where allowed by the Authority Having Juns6v on (A1:JT'.. • ... • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade C(xxh-?roduct:C'b "l Sect Qp. • • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) rese=Oe Might to have this prodyidt or material tested for quality assurance purposes. If this product or material fails to perform in the ac;;. red mann#*"t. manufacturer will incur the expense of such testing and the AHJ may immediately revoke, Adify, dr suspend thgy: of such product or material within their jurisdiction. RER reserves the right to revoke thrs acceptance; %it js • determined by Miami -Dade County Product Control Section that this product or material fails to meef &e requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: PAC-150 24 ga. x 12" thru 20" Wide Steel Panel over Plywood 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. L NSPEC T ION e 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 Juan E. Collao, R.A. 1 tOA No.: 14-0123.06 MiAMi•DAD� COUNTY . ` �. •. 0 1 M r Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 1 of 5 ROOFING SYSTEM APPROVAL. Cate-9 Sub-Categorv: Material: Deck Type. Maximum Design Pressure Roofing Metal, Panels (Non -Structural) Steel Wood -136.75 psf • • • • •' • • • • • • TRADE DAMES OF PRODUCTS N1I4NUFACTIITR ED OR LABELED BY APt e4NTe Test •••;••IProduet�•• • Product Dimensions SSpeeifications ""'bescriptioft • PAC-150 1.5" Steel Length: various TAS 110 Corrosion %4jfatt, Gajvat"it, prefoo. d, Panel Height: 1-1/2" standing ssamp.Goatedpprefinished pgQ4' Width: 12" - 20" (coverage) • • • • • • • . . Thickness 24 ga • • • • • • • Min. Yield Strength: 55 ksi. ... ; . • • • • PAC-150 Clip Length: 2" TAS 110 •' Corrosion'rasilta$t, 24 gauge steel cWm*1,4 Height: 1.625" ga. stainless steel clip. •..'.' Width: 0.875" Thickness 24 ga EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Valspar Lab Form ASTM B 117 Valspar Lab Form ASTM G 23 Fenestration Testing 13-852 TAS 100 06/11/13 Architectural Testing C8009.01-450-18 TAS 125 06/17/13 NOA No.: 14-0123.06 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 2 of 5 APPROVED ASSEMB1 ins: System: Deck Type: Deck Description: Slope Mange: Maximum Uplift Pressure:.. PAC-150 24 ga. x 12" thru 20" Wide Steel Panels over Plywood Wood, Non -insulated New Construction 19/32" or greater plywood or wood plank, or for re -roofing "/32" or greater plywood. 2": 12" or greater See Table A below . . .... ...... . • • Deck Attachment: In accordance with applicable Building Code, but in no case Shalt it be less gran 8d annular . ring shank nails spaced 6" o.c. In reroofing, where the de4 is'1'j than.4wp"'t�icic %"00 0: (Minimum 11/32") The above attachment method must be in Mcritlon to etisthfg attaclanpto. Underlayment: Minimum underlayment shall be an ASTM D 226 Type II itn;A)ed wiJI niuumtun. 4:.... side -lap and 6" end -laps. Underlayment shall be fastened v4df Cdnosion res>stant tin -caps and 12 gauge 1 '/4" annular ring -shank nails, spaced 6" o.c. at all lips an:." itaggemd• • • • rows 12" o.c. in the field of the roll or any approved imderl%r.wN having a cull ent IIQ4 Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire �eatory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation # 1. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with the current published installation instructions and details in PAC Contractors Association's Installation Manual. Metal Panels and Install the "PAC-150 1.5 Steel Panel" including flashing penetrations, valleys, end laps and Accessories: accessories in compliance "PAC Contractors Association's" current, published installation instructions and in compliance with the minimum requirements detailed in Roofing Application Standard RAS 133. Panels shall be secured along the male rib with approved clips and two corrosion resistant #10 pancake head fasteners of sufficient length to penetrate through the sheathing a minimum of 3/16". The panel clips were placed at a spacing listed in Table A below. The female rib of panel is installed over the male rib of panel. Panels are seamed as listed below in Table A. TABLE A DdA,3my1TM DESDGN (PRESSURES Roof Areas Field Perimeter and Corner' Perimeter and Corner' Maximum Design Pressures -69.25 psf -114.25 psf -136.75 psf Maximum Clip Spacing 24" o.c. 6" o.c. 12" o.c. Panel Seam 900 degrees 901 degrees 1801 degrees 1. Extrapolation shall not be allowed NOA No.: 14-0123.06 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 3 of 5 IGmTA><iONS 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 comers). 3. Panels maybe rolls formed in continuous lengths from cave to ridge. Maximum length s shall bj;; *lescribedin • • Roofing Application Standard RAS 133. .. .. . • • 4. All panels shall be permanently labeled with the manufacturer's name and/or logo; •city, state'2nd the foxeevih statement: "Miami -Dade County Product Control Approved" or with the Miamf-Vacl'e County Product CvpM Seal as seen below. All clips shall be permanently labeled with the manufactWg, 'k-name;and/ox logo,*and/o'1 model. • .. .. . ...... 4M=IAMI&T-DADEOCCOUNTY • • • • • • ' • 5. All products listed herein shall have a quality assurance audit in accordance with the Florida BVjldirg Code and • Rule 61G20-3 of the Florida Administrative Code. 6. Panels may be shop or jobsite roll formed with machine model # 100801 or 109212207 from PAC Contractors Association. NGA No.: 14-0123.06 { MIAMI•DADE COUP77Y , Expiration ationi Date: 02/20/19 Approval Date: 02/20/14 Page 4 of 5 V. 90DEG63EE / SEAM FASTENER lP'R®IFILL E DRAWINGS EN D OF 1TIHS ACCEPTANCE MIAMI•DADE COUNTY •••• • ••• • • • • • • • • • • 180 DEGREE SEAM FASTENER NOA No.: 14-0123.06 Expiration Dale: 02/20/19 Approval Date: 02/20/14 Page 5 of 5 MIAMI-DADE COUNTY L:G,,aiig lrfi. 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.iniainidade.Qov/econoiiiy OAF 1 Campus Drive • • • • • • •••• •••••• Parsippany, NJ 0705�& •..' .. • • ••1•.• SCOPE: •• • •••••• • This NOA is being issued under the applicable rules and regulations governing the use pf.Ponstntction imateria6.Tge documentation submitted has been reviewed and accepted by Miami -Dade County RE% -product Cofitrpl Sectiopp to•�e used in Miami Dade County and other areas where allowed by the Authority Having JfA:digion (AHJ)v • • • :. • • This NOA shall not be valid after the expiration date stated below. The Miami-Dade-Coystty Product Control Segdon (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tt e r fight to h we• Lis product or material tested for quality assurance purposes. If this product or materia: fain to perform in the �� jvte d manner, the manufacturer will incur the expense of such testing and the AHJ may 1momediately reOoke, modify, br suspend the use of such product or material within their jurisdiction. RER reserves the right to revote this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: VersaShieie Fire -Resistant Roof beck Protection and VersaShielde SoloT°I Fire -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 INATION 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. 1NSPI ECTION. A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1104.06 consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. Q�r?((.—MrIJA ON60 Y 1a10A No.:14-1022.26 Expiration Date: 02/07/17 Approval Date: 02/05/15 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Ro ofmg Sub -Category: Underlayment Material: Fiberglass SCOPE - This acceptance is for VersaShield° ]Fire -Resistant Roof Deck Protection (a.k.a "VersaShield® TTaderlayment") and VersaShield° SoloTM Fire -Resistant Slip Sheet (a.k.a "VersaShield SoloTM"), as descrZ)e4%this I eMce of Acmpotanee, for use with approved prepared roof assemblies. Designed to comply with the Florida Building'Codp. and the nigh Velocity Hurricane Zone of the Florida Building Code. • .0009 PRODUCT DESCRIPTION: *fee • • • • • • • Manufactured by Test " 11foduct• • • • • • • • Dimensions Applicant Specifications • • • • . ;'Dese�riptio•n "� VersaShield® Fire- 42" x 100' rolls ASTM D 226 ....:. Non -Asphaltic fibCrgl;;. base n erlaymant Resistant ]Goof Deck Type II ...... and/or fire barrier. .". •. • Protection • VersaShield® SoloT°t 72" x 166.7' rolls UL790 Non -Asphaltic fiberglass -based slip sheet and/or Fire -Resistant Slip Sheet fire barrier. MANUFACTURING LOCATION: 1. Conover, NC EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials GAF-270-02-02 ASTM D 226 11/15/10 ELK-063-02-01 TAS 100 09/27/01 Underwriters Laboratories Inc. 99NIC45831 UL790 03/21/00 1 ONK11990 UL790 05/18/11 R19254 ASTM D 226 09/13/01 08CA37926 UL790 09/23/09 08CA49140 PRI Asphalt Technologies, Inc. ELK-069-02-01 TAS 100 03/04/02 BRY-003-02-01 TAS 117(B) 03/19/02 BRY-003-02-01 TAS 114 (H) LATSTALLATION 1. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoloTM Fire -Resistant Slip Sheet shall be installed in strict compliance with applicable'Building Code. 2. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoloTMFire-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 Il underlayment. NOA No.: 14-1022.26 M�AMi•DADECoun+�r Expiration Date: 02/07/17 . . Approval Date: 02/05/15 Page 2 of 3 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 lI �qompliance with applicable building code. . . .... ...... 3. VersaShield° Fire -Resistant Roof Deck Protection shall not be left exposed as a terVordry roofnP lgnger thair�0 days application. VersaShield®SoloTM Fire -Resistant Slip Sheet shall not be Iefl e r osed to t)ie weather.""" y PP p ""*". 4. VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® SoloTM Foil,@-Resistmt�Sk She$t'� a component used in roof assemblies. Roof assemblies are approved under specific Aseu'nbly Notice of Accap !Kee. I VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoloTM Fire-�4s�jant Slip•Shs-et maMWsed with any approved roof covering Notice of Acceptance listing. VersaShield® Fire,.es4tant Roof Deck Prote; Lion or VersaShield® SoloTM Fire -Resistant Slip Sheet may be used as a component past or air assemably in the Vcii .of Acceptance. If VersaShield° Fire -Resistant Roof Deck Protection or VersaShield Sgltt m Fire -Resistant Slip. Sheet is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-CaWCounj Prod -act Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 6. VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® SoloTM Fire -Resistant Slip Sheet are a non - asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies. For fire classification of specific roof assemblies using VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoloTM Fire - Resistant Slip Sheet refer to a current Approved Roofing Materials Directory for fire ratings of this product. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. LABELING' All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, 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. lB-o I LDJ 'qG F ERAUT T+ Q1t IR EM ENTS Application for building permit shall be accompanied by copies of the following: J. 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.: 14-1022.26 I' • MIAMI•DADECOUNTY u, .r Expiration Date: 02/07/17 Approval Date: 02/05/15 Page 3 of 3 TGFU.R14293- Roofing Systems TGFU.R 14293 Roofing Systems s Page Bottom Roofing Systems See General Information for Roofing Systems PETERSEN ALUMINUM CORP • • •••• •••••• •••••• •• • •••••• • •••• • •• ••••• •••••• 1.1429e3 ••i••• • • •••••• 1005 TONNE RD •• •• • •••••• •••••• • • • ELK GROVE VILLAGE, IL 60007-4817 USA • • • • • • • • •••••• Coated Steel and aluminum panel identified as "Snap-On Standing Seam", "High Snap-On Stapding.Seam"„8MiTl1--bn Batten", • "Integral Batten", "Redi-Roof Batten", "Red! -Roof Standing Seam", "Snap -Clad", "Integral Stan%rW-Se►am", "Tite-Loc", "Tibeo6wa• Plus", "Edge-Loc" and "PAC-150". One or more layers of GAF "Versa Shield Underlayment", mechanicaliy fasta,ne?i.dr loose !bld, • may be used in lieu of the barrier board in all combustible Classifications. •• • 1. Deck: NC OTHER SYSTEMS Class A Incline: No Limitations Barrier Board: — 1/4 in. min G-P Gypsum DensDeck® . Ply Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base/ply sheet, Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or WR Grace "Ice and Water Shield" . Surfacing: — Steel or aluminum roofing panels, mechanically fastened. 2. Deck: NC Incline: No Limitations Barrier Board: — 5/8 in. min plywood. Ply Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base/ply sheet, Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or WR Grace "Ice and Water Shield" . Surfacing: — Steel roofing panels, mechanically fastened. 3. Deck: NC Incline: No Limitations Barrier Board: — 7/16 OBS or 5/8 in. plywood over polyisocyanurate insulation board or polyisocyanurate composite board, any thickness. Ply Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base/ply sheet, Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or WR Grace "Ice and Water Shield" . Surfacing: — Steel or aluminum roofing panels, mechanically fastened. 4. Deck: NC Incline: No Limitations Insulation: — Polyisocyanurate, glass fiber, perlite or resod fiber, any thickness. Ply Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base/ply sheet, Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or WR Grace "Ice and Water Shield" . Surfacing: — Steel or aluminum roofing panels, mechanically fastened. 5. Deck: NC incline: No Limitations Surfacing: —Steel roofing panels mechanically attached to metal purlins. 6. Deck: C-15/32 incline: No Limitations Barrier Board: — 1/4 in. min G-P Gypsum DensDeck® with all joints staggered a min of 6 in, from the plywood joints. Ply Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base/ply sheet, Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or WR Grace "Ice and Water Shield". Surfacing: —Steel or aluminum roofing panels, mechanically fastened. Last Updated on 2014-07-16 Ouestions? Print this page Terms of Use Page Top © 2014 UL LLC When the UL Leaf Mark is on the product, or when the word "Environment" is included in the UL Mark, please search the UL Environment database for additional information regarding this product's certification. http://database.ul.com/cg i-binI :Wltemplate/LISEXTII FRAM Elshowpage.html?name=TGFU.R14293&ccnshorttitle=Roofing+Systems&obj id=1074352239&cfg id... 1/2 !L-I# / ROGE DETA#L FLASHING COMPONENTS 3 HIP/RIDGE FLASHING 3/4"TURN UP WITH "Z" CLOSURES PAC-150 PANEL 4 PAC-150 CLIP W/2- #10-13 FASTENERS (MAX. 8" FROM "Z") 1 #10-14x 1" FASTENER ��, -•.,` ? v l PLYWOOD DECK - 2 SEALANT (AT VERTICAL LEG & UNDER "Z') KEYNOTES: • • • • . . • . • • • • " TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED IN A STAGGERED PATTERN. • • • • • • • • • " CLIP AND FASTENER MATERIAL••GALVANIZED WHEN STEEL PANELS ARE UTILIZED; STAINLESS STEEL WHEN ALUMINUM PANELS ARE UTILIZED. • • • • • • • • • • • " CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 518" MINIMUM THREAD LENGTH. • • • • • • • • • • • • " PLYWOOD DECK MUST BEA MINIMUM OF 618" THICK. Q 'Z,'COMPONENT MINIMUM HEIGHT: 1/8" CLEARANCE OF PANEL RIB • • • • • • • • • • • " FASTENED AS FOLLOWS: 12"8.16"PANELS (4 FASTENERS PER PANEL MINIMUM); 18"PANELS (6 FASTENERS PER PANEL MINIMUM) • • • • • • • • • • • " FASTENING LEG: 1 114" MINIMUM TOP LEG: 1 112" MINIMUM • • • • • 6.0 1 " 'Z" MUST BE CUT TO TIGHT FIT OF PANEL DIMENSION: 1/8" MAXIMUM GAP 000 • • • • • • • • • Q SEALANT • • w• c • " TUBE OR TAPE SEALANT IS ACCEPTABLE BELOW THE 7' o TUBE SEALANT PLACED AT BACKSIDE OF VERTICAL LEGS " 1" TAPE WIDTH OR 112" BEAD WIDTH PRIOR TO COMPRESSION • I. • :; Q COVER: HEMMED 1"AND FULLY ENGAGED TO'Z"CLOSURE. • • • • • • • • • • • • • • • ; ' n !;.?" 6 r - 1"! =c FIRST PANEL CLIP TO BE LOCATED A MAXIMUM OF 8" FROM' Z"COMPONENT. • • • • • • • • • • • • . . p/nm 4l noisn FU A smit flW n l'1 //FTA#11 n T] - 1f #ll// W/ll//{I fJ[l //61 tl W J/p-nPn\ VAS LLEY DETA& (One piece O #12-14 x 1 " FASTENER (6" O.C.) FLASHING COMPONENTS PAC-150 CLIP W12- #10-13 FASTENERS (MAX. 8" FROM PANEL END) PAC-150 PANEL THERMAL CLEARANCE (D VALLEY FLASHING _ O_ KEYNOTES: " TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED IN A STAGGERED PATTERN. CLIP AND FASTENER MATERIAL: GALVANIZED WHEN STEEL PANELS ARE UTILIZED; STAINLESS STEEL WHEN ALUMINUM PANELS ARE UTILIZED. CUP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/6" MINIMUM THREAD LENGTH. " PLYWOOD DECK MUST SEA MINIMUM OF 618" THICK. Q1 V ALLEY FLASHING FASTENEDAT MAXIMUM 6" ON -CENTER SPACING. C� PANEL HEM THERMAL GAP CLEARANCE: MINIMUM 1 112" HEM WITH 112" CLEARANCE (CONSULT FACTORY). U FIRST PANEL CLIP TO BE LOCATED A MAXIMUM OF 8" FROM PANEL END. #10-14x1" FASTENER (6" 0. C.) PLYWOOD DECK . •• • • . • ••• . • ..• .•. .•. . . • • •• •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • DPI-ol An l9f1 nF i1 A§# .R5' o PhInfilmnnrnq [Flan-gr PEA VE DETAiL PAC-150 PANEL PAC-150 CLIP W12- #10-13 FASTENERS (MAX. 8-FROM EAVE) 1 -.1111yu uulvlrulvCIV 10 FIELD CUT & BEND RETURN IN PANEL. APPLY SEALANT & HOOK -.-`` _�. �/ RETURN OVER EAVE FLASHING. EAVE FLASHING PLYWOOD DECK Q9 #10-14 x 1" FASTENER (12" O.C.) #10-12 x 5/8" FASTENER (12" O.C.) CLEAT (24 GA. MIN.) .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. KEYNOTES: o TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED INA STAGGERED PATTERN. • • • • • • • • • • • • o CLIP AND FASTENER MATERIAL: GALVANIZED WHEN STEEL PANELS ARE UTILIZED; STAINLESS STEEL WHEN ALUMINUM PANELS ARE UTILIZED. • • • . • • CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY b/B" MINIMUM THREAD LENGTH. • • • • • • • • •. •. • • • • • • o PLYWOOD DECK MUST BE A MINIMUM OF 6/8" THICK• • � � • � Q1 EAVE FLASHING HEM EDGE: 1112"MINIMUM. © PANEL HEM AND THERMAL GAP CLEARANCE: MINIMUM 1 12" HEM WITH 1/2" CLEARANCE. (CONSULT FACTORY). 03 FIRST PANEL CLIP TO BE LOCATED A MAXIMUM OF 8" FROM EAVE. ... . . . . ... . . ROOF SIDE FLANGE SHOULD BE STRIPPED IN WITH APPROVED UNDERLAYMENT. • • • � • � • • Q CLEAT: 24 GA. MINIMUM. • • • • .. • • • • • • • • • • • • • �U KE DETAM W12- # PAC-150 PANEL FLASHING COMPONENTS Ix 1 " FASTENER (12" O.C.) INT RAKE FLASHING #10-12 x 518" FASTENER (12" O. C.) CLEAT (24 GA. MIN.) . ......... . KEYNOTES: ••• ••� ••� ••• i ••• " TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED 1N A STAGGERED PATTERN. " CLIP AND FASTENER MATERIAL: GALVANIZED WHEN STEEL PANELS ARE UTILIZED; STAINLESS STEEL WHEN ALUMINUM PANELS ARE UTILIZED. • • • • • • • • • • • • " CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/8" MINIMUM THREAD LENGTH. • • • • • • • • • " PLYWOOD DECK MUST BE MINIMUM OF6/8"THICIC. • • • • • • • • • (i RAKE FLASHING: • • • • • • • • • • • •• •• • • • • • • " HEMMED DIMENSION: 1 112" MINIMUM; 2" MAXIMUM • • • • • • DECK SIDE LEG SHOULD BEA MINIMUM OF 5" LONG WITH FASTENER LOCATED 2" MAXIMUM FROM EDGE. " PANEL HEM SHOULD BE CLOSED SECURELY TO HEM LEG OF RAKE FLASHING _ Q SEALANT CAN BE TUBE OR TAPE SEALANT AND MUST BE CONTINUOUS. • • • • • • • • • • • ••"'- '' '- ;"'s y3j CLEAT.24 GA. MINIMUM, • • • • • • • • !"S ,,, �, „� - .. Y PAC- tl50 FLASHING" DETA S o P§vwvood •Dace PEAK DETAIL ® PAC-150 CLIP W/2- #10-13 FASTENERS (MAX. 8" FROM 2') PAC-150 PANEL 314" TURN -UP L ® SEALANT (AT VERTICAL LEG & UNDER 7) PLYWOOD DECK (D #10-14 x I" FASTENER KEYNOTES: TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED INA STAGGERED PATTERN. o CLIP AND FASTENER MATERIAL: GALVANIZED WHEN STEEL PANELS ARE UTILIZED; STAINLESS STEEL WHEN ALUMINUM PANELS ARE UTILIZED. " CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 518" MINIMUM THREAD LENGTH. • PLYWOOD DECK MUST BEA MINIMUM OF 5/8" THICK. (D 'Z" COMPONENT o MINIMUM HEIGHT:1/8"CLEARANCE OFPANEL RIB FASTENED AS FOLLOWS: 12" & 16" PANELS (4 FASTENERS PER PANEL MINIMUM); 18" PANELS (6 FASTENERS PER PANEL MINIMUM) o FASTENING LEG: 1 1/4" MINIMUM TOP LEG: 1 112" MINIMUM o 'Z" MUST BE CUT TO TIGHT FIT OF PANEL DIMENSION: 1/8" MAXIMUM GAP ® SEALANT TUBE OR TAPE SEALANT IS ACCEPTABLE BELOW THE 'Z" TUBE SEALANT PLACED AT BACKSIDE OF VERTICAL LEGS e I. TAPE WIDTH OR 112" BEAD Wl DTH PRIOR TO COMPRESSION © PEAK FLASHING: HEMMED 1"AND FULLY ENGAGED TO 'T, CLOSURE ® FIRST PANEL CLIP TO BE LOCATED A MAXIMUM OF 8" FROM'Z" COM.PONENT. k5 CLEAT: 24 GA. MINIMUM. PEAK FLASHING #10-12 x 5/8" FASTENER (12" D.C.) CLEAT (24 GA. MIN.) •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• fr`l Ad C- fl :;?) O FLASHING DE ll A#LS a Pivwl �l�l d lop-r-k HEAD I LL ©ET„ #L YlVI RECENER SAWCUT (2) FASTENER (12" O.C.) - EXTEND UNDERLAYMENT - UP WALL 3/4" TURN -UP #10-14x 1"FASTENER - Q SEALANT (AT VERTICAL - LEG & UNDER "Z') COUNTER FLASHING W/ REGLET & "Z" CLOSURE 4 PAC-150 CLIP W/2- #10-13 FASTENERS f' (MAX. 8" FROM "Z') PAC-150 PANEL PLYWOOD DECK KEYNOTES: o TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED INA STAGGERED PATTERN. • • • • • • • • • • • • " CLIPAND FASTENER MATERIAL: GALVANIZED WHEN STEEL PANELS ARE UTILIZED; STAINLESS STEEL WHEN ALUMINUM PANELS ARE UTILIZED. • • • • • • • • • o CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 518" MINIMUM THREAD LENGTH. • • • • • • • • • • • PLYWOOD DECK MUST BEA MINIMUM OF 618" THICK. • • • • • 0 • • 0 • • • • • • iQ 'Z"COMPONENT MINIMUM HEIGHT:1/8" CLEARANCE OF PANEL RIB " FASTENED AS FOLLOWS: 12" & 16"PANELS (4 FASTENERS PER PANEL MINIMUM), 18" PANELS (6 FASTENERS PER PANEL MINIMUM) • • • • • • • • • • • • " FASTENING LEG: 1 114" MINIMUM TOP LEG: 1 1/2" MINIMUM • • • • s • • • • " 7' MUST BE CUT TO TIGHT FIT OF PANEL DIMENSION: 118"MAXIMUM GAP • • • • • • • • • Q SEALANT • • • • • • • • • • • •• • • • • • " TUBE OR TAPE SEALANT IS ACCEPTABLE BELOWTHE'2" " TUBE SEALANT PLACED AT BACKSIDE OF VERTICAL LEGS " 1" TAPE WIDTH OR 1/2" BEAD WIDTH PRIOR TO COMPRESSION ® COUNTER FLASHING: HEMMED 1"AND FULLY ENGAGED TO 7'CLOSURE. • • • • • • • • • • • • =II k� r=,: FIRST PANEL CLIP TO 8E LOCATED A MAXIMUM OF 8" FROM 'Z"COMPONENT. • • • • • • • • • I '{°" ' _ RAKE YWALL DETAIL YIJI RECEIVER SAWCUT IO FASTENER (12" O.C.) z EXTEND UNDERLAYMENT UP WALL RAKE FLASHING Wl REGLET & "J" CLOSURE FIELD FORM PANEL LEG TOLD. OF "J"CLOSURE L-0#10-14 x 1" FASTENER (12" O.C.) 2 CONTINUOUS SEALANT KEYNOTES: " TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED IN A STAGGERED PATTERN. o CLIP AND FASTENER MATERIAL: GALVANIZED WHEN STEEL PANELS ARE UTILIZED; STAINLESS STEEL WHEN ALUMINUM PANELS ARE UTILIZED. c CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/8' MINIMUM THREAD LENGTH. • PLYWOOD DECK MUST BEA MINIMUM OF 6/8" THICK. 1Q RAKEFLASHING: " PANEL LEG MUST BE FORMED TO WITHIN 1/8" OF J-CHANNEL WEB. DECK SIDE LEG SHOULD BEA MINIMUM OF 3" LONG WITH FASTENER LOCATED 2" MAXIMUM FROM EDGE. J-CHANNEL FORMED TO HEIGHT OF PANEL RIB. SEALANT CAN BE TUBE OR TAPE SEALANTAND MUST BE CONTINUOUS. PAC-150 CLIP W/2- #10-13 FASTENERS PAC-150PANEL PLYWOOD DECK .. ... . . . . . .. . .......•. . .. ... .. . • . .. • ••• ••• ••• • • • • • • • • • • • • . • • • • • • • ••• • • • • ••• • • • • • • • • • • • • 0 0 Go so FLASHING COMPONENTS m V. (o !s'-';1 !1 w C 11 � ]�J EI f/ FW A A t/ II Il !1 NI 11 ?I 11 {/ (1 T!."-:7 # i A G P,f— it 11// 11!/IId' n U fl Ii U // 0- L'1 _ VA . . JOIN `ITRAGAS# §ON DETAIL SELF -ADHERING UNDERLAYMENT (HIGH TEMP) (STRIP -IN) PAC-150 CLIP W/2- #10-13 FASTENERS (MAX. 8" FROM PANEL END) PAC-150 PANEL 5 RETAINER CLIP G SET IN SEALANT ``% -�, * 66 THERMAL CLEARANCE 4 • Q7 #10-14 x P FASTENER (12" O.C.) 9 #12-14 x P FASTENER (12" O.C.) (1) #12-14 x P FASTENER (6" O.C.) PLYWOOD DECK OO SUPPORT PLATE --J 3/4" TURN -UP 0 #12-14 x P FASTENER 2Q SEALANT (AT VERTICAL LEG & UNDER 7) KEYNOTES: " TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED IN A STAGGERED PATTERN. CLIP AND FASTENER MATERIAL: GALVANIZED WHEN STEEL PANELS ARE UTILIZED; STAINLESS STEEL WHEN ALUMINUM PANELS ARE UTILIZED. CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 518" MINIMUM THREAD LENGTH. PLYWOOD DECK MUST BEA MINIMUM OF 510' THICK. Q1 'Z"COMPONENT • MINIMUM HEIGHT: 1/8" CLEARANCE OF PANEL RIB " FASTENED AS FOLLOWS: 12" & 16" PANELS (4 FASTENERS PER PANEL MINIMUM); 18" PANELS (6 FASTENERS PER PANEL MINIMUM) • FASTENING LEG: 1 114" MINIMUM TOP LEG: 1 1/2" MINIMUM " '2" MUST BE CUT TO TIGHT FIT OF PANEL DIMENSION: 118" MAXIMUM GAP U SEALANT TUBE OR TAPE SEALANT IS ACCEPTABLE BELOW THE 'Z, " TUBE SEALANT PLACED AT BACKSIDE OF VERTICAL LEGS e 1 " TAPE WIDTH OR 112" BEAD WIDTH PRIOR TO COMPRESSION (2) TRANSITION FLASHING: HEMMED VIAND FULLY ENGAGED TO 'Z" CLOSURE. ( FIRST PANEL CLIP TO BE LOCATED A MAXIMUM OF 8" FROM'Z" COMPONENT. ® RETAINER CLIP: FASTENED TO SUPPORT PLATE AT 6"O.C. STAGGERED PATTERN. n¢ PANEL HEM THERMAL GAP CLEARANCE: MINIMUM 1 112" HEM IMTH 112" CLEARANCE (CONSULT FACTORY) SUPPORT PLATE: 20 GA. MINIMUM TAPERED RIGID ISO TO FILL VOID TRANSITION FLASHING W/ 11 " CLOSURE RIVET (611 O.C.) , 1-LA6HING GOMPONENTS PAC-150 CLIP W12- #10-13 FASTENERS (MAX 8" FROM T) r- PAC-150 PANEL •• ••• • • • • • •• • •• • • • • ••• • • ••• ••• ••• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• p/11-al9n fgr# AC&HA9r #IB=TA#IJ Q o P( Imunnel Fn)®f-f� hVEL LAP DETA #L NOTCHED PANEL PAC -150 CLIP PANEL CLEAT PANCAKE HEAD FASTENERS EQUALLY SPACED. 4 EA. FOR 10" & 12"0. C. PANELS, 6 EA. FOR 16"& 18'O.C. PANELS, CONTI D AkOUSB,eA, 6*04*6E+4L+Nj.: < PANEL CLEAT NOTE. LAPS MUST BE STAGGERED ZOR 4" OA�-4SUD ICI AQUIR� nl=TAfifi 0 EL©I END PANE DETAIL ACTUAL TAB LENGTH DETERMINED BY PANEL LENGTH - t 'S USE HEMMING TOOL TO FIELD -BEND TAB UNDER PANEL •• ••• • • J • • •• • •• • • • • ••• • •• ••• •• • • • •• ..• • . • • •.. . . • •• •• • • • •• •• A"��r.''•, l.h 05 AA �f _-4Kn CH A niff rn on � . . ... . . . ... . . . . . . . . . . ROOF PANEL'. SIYLE*MAy VARY* ♦ • • VENT PIPE (BY OTHERS) SHOULE:B: Ct:M-ERR l& THE FLen�,T C:: THF• ROOF♦•PANEL • • ••• ••• of SEAL AT TOP PER PIPE BROT•MeNUFACTVRE�I RECOMMENDATION AND INC ALn-MOM (;UIVEtIW EPDM PIPE BOOT SET IN CONTINUOUS BEAD OF SEALANT AND FASTENED TO METAL ROOF PANELS *DO NOT FASTEN TO SUBSTRATE - SELF -DRILLING EPDM WASHER HEAD SCREWS. SPACING PER MANUFACTURER'S RECOMMENDATION AND INSTALLATION GUIDELINES INSULATION (IF PRESENT) TO BE CUT BACK FAR ENOUGH TO ALLOW FOR UNLIMITED THERMAL MOVEMENT OF PENETRATION AND FASTENERS SUBSTRATE TO BE CUT BACK FAR ENOUGH TO ALLOW FOR UNLIMITED THERMAL MOVEMENT OF PENETRATION AND FASTENERS ROOFING SHOP DRAWINGS BY PAC CLAD PETERSEN ALUMINUM CORPORATION II-l-::C,.._f�/;�/-'G t F: l 6 102 NORTHPOINT PARKWAY, SLOG 102 --v ACWORTH, Gq 30102 PH:77-0421.5370 FAX:770.42M533 TYP VENT PIPE DETAIL Premium Colors Colors r ♦ * $ PATINA GREEN ♦ * $ TEAL ♦ * $ HEMLOCK GREEN $ FOREST GREEN $ HARTFORD GREEN •*$$ ANOOICCLEAR •t;$ SILVERSMITH MMMMM a ♦ * $ EVERGREEN A * $ HUNTER GREEN ♦ * $ ARCADIA GREEN * 8 MILITARY BLUE S BERKSHIRE BLUE t., 1 •A-*$$ SILVER •♦*W$$ CHAMPAGNE MMMMM % GRAPHITE ♦ * $ CHARCOAL $ INTERSTATE BLUE ♦ * $ SLATE BLUE $ AWARD BLUE MMMMM $ MATTE BLACK ♦ * $ DARK BRONZE $ BURNISHED SLATE $ AGED BRONZE ♦ , to MEDIUM BRONZE •A*i•$$ ZINC •A*W$$ WEATHERED ZINC •A*•I$$ COPPER PENNY •A**$$ AGED COPPER *$$$ WEATHERED STEEL •I$$$ WEATHERED COPPER Kynar 5001 or Hylar 5000" pre -finished steel and aluminum for roofing, curtainwali and storefront applications. • Metallic Colors * ENERGY STAR' Colors $Pricing ♦Cool Colors WI Colors See back for color avallabiiity chart, ♦*$ MANSARD BROWN $ $ MIDNIGHT BRONZE BURGUNDY ♦<�z TERRAC071A A. *$ CARDINALRED A.$ COLONIAL RED SK Y ♦ *; SIERRA 1 ',11 : SANDSTONE ♦ * $ ALMOND ♦ * $ SLATE G Y * $ CITYSCAP I/ Pi�C - C Li�D P E T E R & E N HQ: 800 PAC CLAD TX: 800 441 8661 MD: 800 3441400 AZ: 833 7501936 GA: 800 272 4482 MN: 877 5712025 • •• •• ••• • • •• • • ••• • • • • •• ♦ tANII E 0 ♦ o • • • STONE WHITE • • ♦ : S BONE WHITE • ••• • • • • • • • •• •• ••• • • • • • ••• • • • • • • ••• • • • • • • • ••• • PAC-CLAD.COM • • • • • • •• •• • • PAC -CLAD 3 YEAR STEEL ALUMINUM ENERGY STANDARD COLORS REFLECTIVITY EMISSIVITY EXPOSURE SRI 24 GA. 22 GA. .032 .040 .050 OG3 STAR AGED BRONZE 0.29 0.86 N/A 29 J ALMOND 0.53 0.87 0.52 62 J J J J J +••"�• ARCADIA GREEN 0.31 0.88 0.32 32 J J • + • • * •"� • AWARD BLUE 0.21 0.86 0.20 17 J J •. : J • • • • • • BERKSHIRE BLUE' 0.26 0.87 0.25 25 J • •' • •' •' • • BLACK ALUMINUM"' 0.20 0.86 N/A 17 J •••••• J J • J • MATTE SLACK STEEL" 0.22 0.87 0.21 20 J J • • • • • "• • • � • BONE WHITE 0.67 0.86 0.64 81 J J J ."i� • J •' * • •"• BURGUNDY 0.24 0.87 0.23 23 J J • i • •W • � • � • • � ••••• BURNISHED SLATE 0.32 0.86 N/A 33 J • • ' • • •' • "• CARDINAL RED 0.37 0.86 0.36 39 J J • • •J • * • • CHARCOAL 0.27 0.87 0.27 27 J J • •J r • ii • • • • • • ..r.e�-- -. O.- 0.86 0.43 J J _..•-•----- J J • aJ • Ai^* • -****- o i i _CITYSCAPE COLONIAL RED 0.32 _ 0.88 0.32 -49 34� J _ J _• _ aJ � a"• • * • • • • • DARK BRONZE 0.26 0.8S 0.24 24 J J J J J J• • ' EVERGREEN 0.27 0.86 0.25 26 J J FOREST GREEN 0.10 0.87 030 6 J J J J J GRANITE` 0.32 0.87 0.33 33 J J J J J GRAPHITE 0.29 0.86 N/A 29 J HARTFORD GREEN 0.29 0.86 0.30 29 J J J J HEMLOCK GREEN 0,29 0.86 0.30 29 J J J HUNTER GREEN 0.27 0.86 0.26 26 J J INTERSTATE BLUE 0.13 0.87 0.12 8 J J J MANSARD BROWN 0.29 0.86 0.27 29 J J J J J MEDIUM BRONZE 0.26 0.88 0.2S 26 J J J J J J MIDNIGHT BRONZE 0.06 0.88 N/A 0 J J M:LITARY BLUE 0.29 0.87 0.28 29 J J MUSKET GRAY 0.31 0.87 0.30 32 J J J J PATINA GREEN 0.33 0.86 0.32 34 J J SANDSTONE 0,49 0.87 0.49 56 J J J J J J SIERRA TAN 0.36 0.87 0.36 39 J J J J J SLATE BLUE 0.2S 0.87 0.24 24 J J SLATE GRAY 0,37 0.88 0.36 40 J J J J J STONE WHITE 0.64 0.87 0.61 77 J J J J J J TEAL 0.26 0.87 0.26 25 J J TERRA COTTA 0.36 0.88 0.35 39 J J J PAC -CLAD PREMIUM COLORS AGED COPPER 0.26 0.87 0.25 2S J J J ANODIC CLEAR 0.54 0.81 N/A 61 J CHAMPAGNE 0.40 0.82 0.36 42 J J J J COPPER PENNY 0.47 0.87 0.44 S3 J J J J SILVER 0,49 0.81 0.46 54 J J J J J SILVERSMITH 0.53 0.81 N/A 60 J WEATHERED COPPER OAS 0.88 N/A 51 J WEATHERED STEEL 0.32 0.89 N/A 34 J WEATHERED ZINC _ 0.26 0.82 0.23 23 J J .� J ZINC 0.33 0.88 0.32 35 J J J J CLEAR -COAT ACRYLIC FINISH (NON-KYNAR) GALVALUME PLUS 0.68 0.14 0.55 57 J J PAC -CLAD ?remium f-shes are av UWe from stock at a moderate extra cost. PAC -CLAD Copper Penny is a Non -Weathering finish. Solar Re:lectance Index caku)ated according to ASTM E-1980. 'Low GbsstLow Stlean. tt�70%PVDf finish •• Appearance differs for Black Aluminum and Matte Black Steel ENERGY STAR PERF82MAICE CRRERO: r Humidity Resistance (ASTM D 2247): Gabialume or HUG, 100%RH, r Abrasion Resistance (ASTM D 968). 67+/-10 liters EmissMtyuses ASTM C1371 RoflectiAty uses ASTM C1549. 2000 hours -No field blisters; Aluminum, 100%Mi. A Cross Hatch Adhesion (ASTM D 3359): No loss of adhesion TECHNICAL RAU ERR MAR 540!HY1AR 5090 CRATIRR: 3000 hours -No field blisters A Reverse Impact (ASTM D 2794): Galvalume or HDG. 2x A South Florida Exposure: Color fASTM 02244)-No more than 56E E Salt Spray Resistance (ASTM 8117)Aluminum, 3000 hours, metal thickness inch -pounds. no loss of adhesion: Aluminum. Hunter units at 20 yews: Chalk (ASTM D 4214)-Rating no less than 8 at Galvalume or HDG. 1000 hours - Creep from scribe no more than 1,5x metal thickness inch -pounds. no joss of adhesion 20 years: Fltrn heeWhy-20 years. 1/16". no field blisters f Flame Test (ASTM E 84): Class A Costing E Accelerated Weattwarg (ASTIA D 4587. ASTM G 154): 5000 Hours; F Chemical/Acid Pollution Resistance (ASTM D 1308); Pass Chalk. par ASTM D 4214, rating of 6 or better: Color, per AST M 0 2244. A T-Bend (ASTM 0 4145): 1 T - 3T Aith no loss of adhesion < 54E(Hunter Units) color change, I Pencil hardness( ASTM D 3363): HB-2H A Specular Gloss (ASTM 0 523) a 60 degrees: Typical -20-35 W PAC -CLAD is a regstered trademark of Petersen Aluminum Corp. Kynar 500 Is a registered trademark of Ark -ma )rte. Hylar BOW Is a registered trademark of Solvay Solexls. 312018