Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
REV-18-140
r• BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No. Sub Permit No. BUILDING El ELECTRIC 0 ROOFING ❑ REVISION []PLUMBING El MECHANICAL ❑PUBLIC WORKS LI CHANGE OF CONTRACTOR JOB ADDRESS: `k(19 \-k/ I � City: Folio/Parcel#: Occupancy Type: Miami Shores County: 1tl11o0 Load: Construction Type: OWNER: Narne (Fee Simple Titleholder): 1. v Address: e \r ' City: \ \ S INt, State: JAN ,J8 2018 FBC 2014 °1 Wc1 Ct 23-7, Pry tB )a o El EXTENSION DRENEWAL ❑ CANCELLATION El SHOP DRAWINGS Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: lfever Phonett: Zip: 3 -S13 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: ompany Narne: Address: City: ts1�� State: IQualifier Narne:: `- ee S7" Phone#: 7 — 7hS—e637 Zip: a S C C ' Phonett: State Certification or Registration #: C c�_ j 3 Z r� 03L Certificate of Competency #: DESIGNER: Architect/Engineer: Phonett: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: [I Type of Work: Description of Work: Adclition r1 Alteration 2 ❑ New 3L f? ❑ Repair/Replace n Demolition 1"0 V,-C-1f '6\ \AIM t(OWL-e p•Ob Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Specify color of color thru tile: Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this dayof01 V\ Q , 20 by \fQ �% '\J `1 �UYI� U of is personally known to \, 1 me orho has produced identification and who did take an oath. NOTARY.RUBLIC: Signs• Print; Seal: as DANIEL PEREZ Notary Public - State of lori Commission GG 6 My Comm. Expires Nov Signature CONTRACTOR The foregoing instrur ent was acknowledged before me this fday of ^ ✓\ , 20 , by Uw 1 �( G , who is personally known to me or who has produced identification and who did take an oath. NOTAR.Y'PUBLIC: f Sigri: N Print: Seal: APPROVED BY Plans Examiner DANIEL • Z NtaryPublic- eo`Florida Commissions GO =4759 My Comm. Expires Nov 3.2020 tang" O Zoning as Structural Review (Revised02/24/2014) Clerk :4or :1Yi_i j fi L i ;PI Mi►i ate. ;, "Delivering Excellence Every Day" t? •METAL MASTERS Roof System Manufacturer: Notice of Acceptance Number: 14-0123.06 Miami -Dade County HVHZ Electronic Roof Permit Form Section D Metal Roof System Minimum Design Wind Pressures, (from RAS 127 or Calculations): P 1: 39.1 P 2: 68.1y— P3: 100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 114.25 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope:1 I "/12" Roof Mean Height: 15 ft. Clip or Screw Spacing for Metal Roof Panel Attachment Field: 24 " o/c Perimeters: 6. Number of screws required per clip: Perimeter VVidth: ft. " o/c Corners: 2_ Screw Type, Size, & Gauge for Clip or Met& Panel Attachment: #10 PANCAKE HEAD FASTNERS "o/c L Deck Type: Optional Nallable Substrate: --5/8" Plywood -- Optional Nallable Substrate Attachment IliNtj1Qd: Optional Insulation: _r • .. . Optional Insulation Attachmnt? ;4ethod:. • •. •. .. _... .• • Fire Barrier: ELK VERSASHIELD • • • • • . . Underlayment Type: 430 ASTM TYPE la Underlayment Fastener Type: .1 1/4 RS NAILS 6" OC AND 12" HELD i Optional Peel & Stick Membrane: Metal Roof Panel: ` PAC STEEL PANEL Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: -3" face 2.4 ga: - n -Galvinized Metal-- 7 • • • • • 1 1/4 RS NAILS Hook Strip/Cieat-gauge or'weight: Select-HookSStrip -- of -rrren•l nnir'r, •,r•J Al 1 t-i"n[cAl DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Metal Master Shop, Inc. 7484 NW 8 ST Miami, FL 33126 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia idadc.£ov/cconomv This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the acceiptedinttnner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mollify, or sttptftd the use • • • • of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,: f itar. ' • determined by Miami -Dade County Product Control Section that this product or material ails to meet the requi remdlitg • • • of the applicable building code. This product is approved as deseribedheiein, and -has been designed to cor '-- itlfthe- including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: PAC-150 24 ga. x 12" thra 20" Wide Steel Panel over Plywood • . . • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or 1t go,c ity, staterandfoollowing statement: "Miami -Dade County Product Control Approved", unless otherwise noted herelft. • • • • . . •. . . . • ..• • • •. . . 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 I through 5. The submitted documentation was reviewed by Juan E. CoIlao, R.A. MIAMI•DADECOUN7Y APPROVED E'°K,: NOA No.: 14-0123.06 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 1 of 5 ROOFING SYSTEM APPROVAL: Category: Sub -Category: Material: Deck Type: Maximum Design Pressure Roofing Metal, Panels (Non -Structural) Steel Wood -136.75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product PAC-150 1.5" Steel . Panel PAC-150 Clip Dimensions Length: various Height: 1-1/2" Width: 12" - 20" (coverage) Thickness 24 ga Min. Yield Strength: 55 ksi. Length: 2" Height: 1.625" Width: 0.875" Thickness 24 ga EVIDENCE SUBMITTED: Test Agency Valspar Valspar Fenestration Testing Architectural Testing MANMADE COUNTY APPROVED Test Specifications TAS 110 TAS 110 Test Identifier Lab Form Lab Form 13-852 C8009.01-450-18 Product Descrii tion Corrosion resistant, Galvalume, preformed, standing seam. Coated, prefinished panels. Corrosion resistant, 24 gat r...s 01 clip qr 24 ga. stainless sbeetc>i+p. • •... . . .... Test Nartte/12ePort ASTIR 13 ; 11 . . . . • . • .. . ••••••Date . . • • • • • • . . • ASTI I.Q23: .. . . • . • • TAS 100 06/11/13 . 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 ASSEMBLIES: System: PAC-150 24 ga. x 12" thru 20" Wide Steel Panels over Plywood Deck Type: Wood, Non -insulated Deck Description: New Construction 19/32" or greater plywood or wood plank, or for re-roofing's/32" or greater plywood. Slope Range: 2": 12" or greater Maximum Uplift See Table A below Pressure: Deck Attachment: Underlayment: Fire Barrier: Valleys: Metal Panels and Accessories: hi accordance with applicable Building Code, but in no case shall it be less than 8d annular ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick (Minimum 15/32") The above attachment method must be in addition to existing attachment. Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side -lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin -caps and 12 gauge 1 '/a" annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o,c. in the field of the roll or any approved underlarnenthavingeeut•1reet NOA. .•.. Any approved fire barrier having a current NOA. Refer to a current fire db•g itm listing foi:' fire ratings of this roofing system assembly as well as the loeatiWf tf the The barrier within. •:. the assembly. See Limitation # 1. • •.••• • .--- -•— -.- • Valley construction shall be in compliance with Roofing Applieateon Standa[dRAS 133... • and with the current published installation instructions and d°tt si�i PAC Gontr, ctors • Association's Installation Manual. • • • • • • • • Install the "PAC-150 1.5 SteeI Panel" including flashing peii'etratioris, valleys, end laps t t14.:. accessories in compliance "PAC Contractors Association's'i•cur ce t, publuhei'iSlistallatjon • instructions and in compliance with the minimum requiremeirts detailed inF•.00�ing . • 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 MAXIMUM DESIGN 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 90° degrees 90° degrees 180° degrees 1. Extrapolation shall not be allowed MIAMJ•DADECOUNTY = APPROVED Xii;g:-:15, NOA No.: 14-0123.06 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 3 of 5 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 (Le. 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, city, state, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. MIAMI.DADE COUNTY APPROYED; ••S. 5. All products listed herein shall have a quality assurance audit in accordance with (tie i~io►da Building.Code and • • Rule 61G20-3 of the Florida Administrative Code. • _ _- _6._ Panels_may be shop or jobsite roll formed with machine model # 100801 or 10921M1 from PACContract • •• Association. • MIAMI•DADE COUNTY APPROVED . . .. .. • . . • . • • •. . . . • ..• . • . • .. •. . • .. • • • .' • • . NOA No.: 14-0123.06 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page4of5 • 1_1/2 w ✓ 90DEGREE / SEAM CLIP PANEL PANEL PROFILE DRAWINGS >»SSSSS55555555554545 PREP RED ROOF MIAMMADE COUNTY ', *1''..:APPROVEDt'.4,,:1101 PREP RED ROOF FASTENER END OF THIS ACCEPTANCE • • •.••• • • • • • • •• •• • • • • • • • • • • •• • • 180 / DEGREE SEAM • ••• • • •••• • • •• • • • • • ------ • •• • • • • • • • • • • •• • • • • FASTENER • • •• • • • • NOA No.: 14-0123.06 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 5 of 5 if it is determined by Miami -Dade County Product Control Section that this product oiar.riterial ealltitts meet the requirements of the applicable building code. • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.gov/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) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may iminedi ately repo e.,, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the ri14 to jevolc .this g: cceptance, . • • This -product is approved as described herein,, and has been designed to comply wit+1•�h Florid;.BYtding Code including the High Velocity Hurricane Zone of the Florida Building Code. . . .. .. .. . . . . .. DESCRIPTION: VersaShield® Fire -Resistant Roof Deck Protection and VersaSiieltV So1oT:: Firs -Resistant . Slip Sheet • . . .• •• • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stgte.Jred following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 14-1022.26 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. MIAMI.DADE COUNTY APPROVED NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 1 of 3 • ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Material: Roofing Underlayment 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 Applicant VersaShield® Fire - Resistant Roof Deck Protection Dimensions 42" x 100' rolls VersaShield® SoIoTM 72" x 166.7' rolls - —Fire=Resistant Slip Sheet 36, x 166.7' rolls MANUFACTURING LOCATION: 1. Conover, NC EVIDENCE SUBMITTED: Test Agency PRI Construction Materials Technologies Underwriters Laboratories Inc. Test Specifications ASTM D 226 Type II Product Description Non -Asphaltic fiberglass -based undgVment and/or fire barrier. • • • • •• • •••. •• • • • • • UL790 Non -Asphaltic fibergfaW1Med slip shtet and/cr ••.. -- • -- -• -•- fire barrier. — - - _•- -- , - •.••• • Test Identifier GAF-270-02-02 GAF-748-02-01 ELK-063-02-01 99NK45831 10NK11990 R19254 08CA37926 08CA49140 • • •• •• • • • • • • • • • • ••• • Test Name/Report ASTM D 226 ASTM D 226 TAS 100 UL790 UL790 ASTM D 226 UL790 •• • • • • ••• • • • • • •• • • • • ••• • w•• • • • • •• • • Date 11/15/10 12/12/16 09/27/01 03/21/00 05/18/11 09/13/01 09/23/09 INSTALLATION: 1. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet shall be installed in strict compliance with applicable Building Code. 2. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® 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. MANMADE COUNTY APPROVED 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® Solo TM 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 compatibility of the products, wind uplift resistance, and fire testing results. •• • • • • 6. VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® SoIoTM Fire-Re.Sls'ta{t Slip.She�,t are a nor• asphaltic underlayment that may be used as a fire barrier for prepared roof assembliec.For firg'cZnificativaigf;. specific roof assemblies using VersaShield® Fire -Resistant Roof Deck Protectiorrot:VersaShieldt SoIoTM Fire- • Resistant Slip Sheet refer to a current Approved Roofing Materials Directory for frre.PaMlt- of thtacct.lct.�_—_ _•__. 7. All products listed herein shall have a quality assurance audit in accordance with • : •t rida Buildin Code air$•. �1��b4 ...g Rule 61G20-3 of the Florida Administrative Code. . . •• •• •••• • LABELING: • •• •. • • • • • • • All membranes or packaging shall bear the imprint or identifiable marking of the manufactrrfer s name of logo, cit• }j afld•; state of manufacturing facility, yellow line to identify the ASTM Standard designation or logo, and tliabio'1kowing statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY `AP.PROVED, 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. MIAMI•DADE COUNTY APPROVED END OF THIS ACCEPTANCE NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 3 of 3 1/10/20 ; 3 UL Product Spec Quickly find, specify, or verify UL Certified products for your projects. 1. HOW DO YOU WANT TO SEARCH? . RESULI PRODUCT CATEGORY Roofing Systems See General Information for Roofing Systems • .•• • • • • • • • • • • • • •• • • • • PETERSEN ALUMINUM CORP •••••• :••H14291 •••• 1005 TONNE RD •• • ELK GROVE VILLAGE, IL 60007-4817 USA • • • • • • Coated Steel and aluminum panel identified as "Snap-On Standing Seam:, "N1gh Snap-On Standing Seam", "Snap-On Batten", "Integral Batten", "Redi-Roof Batten", "kedi-Roo; fandinO Seam", "Snap -Clad", "Integral Standing Seam", "Tite-Loc", "Tite-Loc Plus", "Edge-Loc", "5-V- Crimp" and "PAC-150". One or more layers of GAF "VersaShield Underlayment", mechanically fastened or loose laid, may be used in lieu of the barrier board in all combustible Classifications, installed directly underneath the metal panels. 1. Deck: NC OTHER SYSTEMS Class A Incline: No Limitations Impact: Class 4 Barrier Board: — 1/4 in. min G-P Gypsum DensDeck®. or 1/4 in. min United States Gypsum Co. SECUROCK® Glass -Mat Roof Board (Type SGMRX), National Gypsum "DEXceII Glass Mat Roof Board" or "DEXceII FV Glass Mat Roof Board". 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 GCP Applied Technologies Inc. "Ice and Water Shield". Surfacing: — Steel or aluminum roofing panels, mechanically fastened. 2. Deck: NC Incline: No Limitations Impact: Class 4 •' • • • • Barrier Board: — 5/8 in. min plywood. http://productspec.ul.com/document.php?id=TGFU.R14293 1/3 1 /10/201 33 UL Product Spec PiY 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 GCP Applied Technologies Inc. "Ice and Water Shield". Surfacing: — Steel roofing panels, mechanically fastened. 3. Deck: NC Incline: No Limitations Impact: Class 4 Barrier Board: — 7/16 OBS or 5/8 in. plywood over polyisocyanurate insulation board or polyisocyanurate composite board, any thickness. PIy 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 GCP Applied Technologies Inc. "Ice and Water Shield". Surfacing: — Steel or aluminum roofing panels, mechanically fastened. 4. Deck: NC Incline: No Limitations Impact: Class 4 Insulation: — Polyisocyanurate, glass fiber, perlite or wood 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 GCP Applied Techlol ies Inc. "Ice and Water Shield". • • • •' Surfacing: —Steel or aluminum roofing panels, mechanically fastepat,. 5. Deck: NC •... Incline: No Limitations Impact: Class 4 • •• ... . Surfacing: Steel roofing panels mechanically attached to metal piarIVi. 6. Deck: C-15/32 Incline: No Limitations Impact: Class 4 • . • • . . .. • • • ••..•• • • dr .,. • • . • • •• • • Barrier Board: — 1/4 in. min G-P Gypsum DensDeck® or 1/4 in. min United States Gypsum Co. SECUROCK® Glass -Mat Roof Board (Type SGMRX), National Gypsum "DEXceII Glass Mat Roof Board" or "DEXceII FV Glass Mat Roof Board", with all joints staggered a min of 6 in. from the plywood joints. PIy 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 GCP Applied Technologies Inc. "Ice and Water Shield". Surfacing: — Steel or aluminum roofing panels, mechanically fastened. Last Updated on 2016-06-22 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2018 UL LLC". • http://productspec.ul.com/document.php?id=TGFU.R14293 2/3 HIP / RIDGE DETAIL 3/4' TURN -UP FLASHING COMPONENTS #10-14x 1" FASTENER PLYWOOD DECK KEYNOTES: HIP/RIDGE FLASHING WITH Z" CLOSURES SEALANT (AT VERTICAL LEG & UNDER . Z) PAC-150 PANEL PAC-150 CLIP W/2- #10-13 FASTENERS (MAX 8'FROM 'Z") • TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED IN A STAGGERED PATTERN. •• ••:"""�• • • • • •• • CUP AND FASTENER MATERIAL GALVANIZED WHEN STEEL PANELS ARE UTILIZED; STAINLESS STEEL WHENW LUMINUM flANtI•S:(4.• u7 uz D. : • • CUP FASTENERS MUST BE OF SUFFICIENT LENGTH 70 PENETRATE PLYWOOD DECK BY 5/8" MINIMUM THREAD. . • • • • • • • • • • PLYWOOD DECK MUST BE A MINIMUM OF 6/8" THICK • • • • • • • • • • • • • Z"COMPONENT' • MINIMUM HEIGHT: 1/8" CLEARANCE OF PANEL RIB • FASTENED AS FOLLOWS: 12"8 76" PANELS (4 FASTENERS PER PANEL MINIMUM): 16"PANELS (6 FASTENERS PER PANEL MINIMUM) • FASTENING LEG: 1 1/4' MINIMUM TOP LEG: 1 1/2" MINIMUM • • • • • • • • • • • • • • " 2" MUST BE CUT TO TIGHT FIT OF PANEL DIMENSION: 1/8" MAXIMUM GAP • • • • • • • ▪ • • © SEALANT • • •• • • • • • TUBE OR TAPE SEALANT IS ACCEPTABLE BELOW THE 2" • • • • , • • • • • sr • TUBE SEALANT PLACED AT BACKSIDE OF VERTICAL LEGS • 7" TAPE WIDTH OR 1/2" BEAD WIDTH PRIOR TO COMPRESSION • COVER: HEMMED 1"AND FULLY ENGAGED TO 'Z"CLOSUR£. • • • • • • • • • • • • +L n[: ER;£nALUMINUM ® FIRST PANEL CUP TO BE LOCATEDA MAXIMUM OF 8" FROM '2" COMPONENT. • • • • • • • • VALLEY DETAIL (One Piece) #12-14x 1" FASTENER (6' O.C.) KEYNOTES: FLASHING COMPONENTS 0 THERMAL CLEARANCE iQ VALLEY FLASHING PAC-150 PANEL. PLYWOOD DECK • •• ••• • • • • • •• • • • •• • • •• ••• •• • • • •• • ••• • ••• •• • •• •• • • 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 WHE41 Jl•IJMINr141 PAEI,SIVE UILFEL! - CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/6" MINIMUM THREAD LENGTH • • PLYWOOD DECK MUST SEA MINIMUM OF 5/8"THICK. 0 VALLEY FLASHING FASTENED AT MAXIMUM 6" ON -CENTER SPACING. ('I,) PANEL HEM THERMAL GAP CLEARANCE: MINIMUM 1 12" HEM WITH 1/2-CLEARANCE (CONSULT FACTORY). • •- • • • • • • • • • • C;+) FIRST PANEL CLIP TO BE LOCATED A MAXIMUM OF 8" FROM PANEL END. • • • • • • • • •.. • • • • • • • • • • • •• • • • • PAC-150 CLIP W/2- #10-13 FASTENERS (MAX 8' FROM PANEL END) #10-14x 1" FASTENER (6'O.C.) ss" EitSYu'AW M11J EAVE DETAIL PAC-150 PANEL PLYWOOD DECK Qi #10-14 x 1 ° FASTENER (12° O.C.) KEYNOTES: PAC-150 CLIP W/2- #10-13 FASTENERS (MAX 8°FROM EAVE) V /t I • • • • • • • • • FLASHING COMPONENTS FIELD CUT & BEND RETURN IN PANEL. APPLY SEALANT & HOOK RETURN OVER EAVE FLASHING, EAVE FLASHING © #10-12 x 5/8° FASTENER (12° O.C.) 0 CLEAT (24 GA. MIN.) • • •• • • • • • •• • • ••• o •• • • • • • ••• • TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED INA STAGGERED PATTERN. • '•''� • CUP AND FASTENER MATERIAL: GALVANIZED WHEN STEEL PANELS ARE UT!UZED; STAINLESS STEEL WFiEYA(i.IMI•N:1 PANEL E Yip2ED. • • • • • CUP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYY1OOD DECK BY 5/8" MINIMUM THRE4Q LENGTH•. • • • • • • • PLYWOOD DECK MUST BEA MINIMUM OFS/8"THICK. • • • • • • • • • •• • • • • � • • • © SAVE FLASHING HEM EDGE: 11/2"MINIMUM. • • • • • © PANEL HEM AND THERMAL GAP CLEARANCE: MINIMUM 1 12" HEM WITH 12" CLEARANCE. (CONSULT FACTORY). Q FIRST PANEL CLIP TO BE LOCATEDA MAXIMUM OF 8" FROM EAVE. ® ROOF SIDE FLANGE SHOULD BE STRIPPED IN WITH APPROVED UNDERLAYMENT ••• • • • • ••• • • ® CLEAT: 24 GA. MINIMUM. • • • • • • • • • • • ••• - • AC -CLAD iERSEm f"L❑Y3N L'P7.' RAKE DETAIL PAC-150 CLIP W/2- #10-13 FASTENERS KEYNOTES: PLYWOOD DECK Q #10-14 x 1 " FASTENER (12' O.C.) • TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED IN A STAGGERED PATTERN. • CLIP AND FASTENER MATERIAL: GALVANIZED WFIEN STEEL PANELS ARE UTILIZED; STAINLESS STEEL WHEN9L;RV/NU:: PANELS ARE UTILIZED. • CUP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/8" MINIMUM THRF•1D ENgi'• • • • • • • • • PLYWOOD DECK MUST BE A MINIMUM OF 518-THICK • • • • • • �) RAKE FLASHING: • • • •• • • • • • • • • •• •• • • • HEMMED DIMENSION: 112" MINIMUM; 2" MAXIMUM • • • • • • • DECK SIDE LEG SHOULD BE A MINIMUM OF 5" LONG WITH FASTENER LOCATED 2" MAXIMUM FROM EDGE. • PANEL. HEM SHOULD BE CLOSED SECURELY TO HEM LEG OF RAKE FLASHING • • • • a SEALANT CAN BE TUBE OR TAPE SEALANT AND MUST BE CONTINUOUS. • • • • • • • • • CLEAT: 24 GA. hf1NIATUM. •• • � • • • FLASHING COMPONENTS #10-14 x 1" FASTENER (12" O.C.) SEALANT 01 RAKE FLASHING 3- Q #10-12 x 5/8" FASTENER (12" O.C.) Q3 CLEAT (24 GA. MIN.) FLASHING COMPONENTS PEAK DETAIL PAC-150 CLIP W/2- #10-13 FASTENERS (MAX 8" FROM "Z") PAC-150 PANEL —\ KEYNOTES' 3/4' TURN -UP 0 SEALANT (AT VERTICAL — LEG & UNDER 'Z") PLYWOOD DECK © #10-14x 1'FASTENER — PEAK FLASHING �+--© #10-12 x 5/8" FASTENER (12" O,C.) CLEAT (24 GA. MIN.) • TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED IN A STAGGERED PATTERN. • CUP AND FASTENER MATERIAL: GALVANIZED WHEN STEEL PANELS ARE UTIUZED: STAINLESS STEEL WHEN ALUMINUM FANEIR.S A2EVTILIZED, • CUP FASTENERS MUST SE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/8" MINIMUM THREAD LEEIGTH. • • Q. • • • PLYWOOD DECK MUST BEA MINIMUM OF6B-THICK. • • • • (j0 2"COMPONENT • MINIMUM HBGHT: 1/S" CLEARANCE OF PANEL RIB • FASTENED AS FOLLOWS: 12" & 16"PANELS (4 FASTENERS PER PANEL MINIMUM); 18"PANELS (6 FASTENERS PER PANEL MINIMUM) • FASTENING LEG: 11/41MINIMUM TOP LEG: 11/2" MINIMUM • 2' MUST BE CUT TO TIGHT FIT OF PANEL DIMENSION: 1/8" MAXIMUM GAP 0 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 O PEAK FLASHING: HEMMED 1"AND FULLY ENGAGED TO '2" CLOSURE. • FIRST PANEL CLIP TO 8E LOCATED A MAXIMUM OF 8" FROM Y" COMPONENT: k CLEAT: 24 GA. MINIMUM. • • • •• • • •• ••• •• • • • • • • • • • • • • •• • • •.• • • • • • • •• • ••• ••• • • • • • • • • a • • • • • • • • • • • • • •• ••• • • • • • • • • • ••• • • •• • • • • 1 FLASHING COMPONENTS HEADWALL DETAIL W/ RECEIVER SAWCUT ® FASTENER (12" D.C.) EXTEND UNDERLAYMENT UP WALL 3/4" TURN -UP • 1® #10-14x 1" FASTENER 0 SEALANT (AT VERTICAL LEG & UNDER Z") KEYNOTES: COUNTER FLASHING W/REGLET& Z"CLOSURE PAC-150 CLIP W/2- #10-13 FASTENERS (MAX. 8" FROM "Z") PAC-150 PANEL PLYWOOD DECK •• • • • • • • • • •• • 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 ALUM? !M PA:V A4011 0 E: � • • •• • • - CUP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWWOD DECK BY 5/8" MINIMUM THREAD LE.G.M • • • • • • • • • • • • • PLYWOOD DECK MUST BE A MINIMUM OF 8/8" THICK.• • • • • O 'Z"COMPONENT • MINIMUM HEIGHT: 1/8" CLEARANCE OF PANEL RIB • FASTENED .AS FOLLOW•S: 12" & 16" PANELS (4 FASTENERS PER PANEL MINIMUM); 18" PANELS (6 FASTENERS PENPAM• •• •IVIMUM) • • • • • • • it • FASTENING LEG: 11/4"MINIMUM TOP LEG: 11/2" MINIMUM • � � • • • • 2" MUST BE CUT TO TIGHT FIT OF PANEL DIMENSION: 1/8" MAXIMUM GAP • • • •• • •• • • • • • • • •• • SEALANT • • •• • • TUBE OR TAPE SEALANT IS ACCEPTABLE BELOW THE 2" • • • TUBE SEALANT PLACED AT BACKSIDE OF VERTICAL LEGS • 1"TAPE MDTH OR 1/2" BEAD WIDTH PRIOR TO COMPRESSION 0 COUNTER FLASHING: HEMMED 1"AND FULLY ENGAGED TO 2" CLOSURE • • • • • • • • • • • • a FIRST PANEL CLIP TO BE LOCATED A MAXIMUM OF 8- FROM z" COMPONENT. • • • • • • • • • • ••• • • • PLYWOOD DECK PAC-150PANEL • ••. • • • ••• • •• . • •• • •• •• • • • •• •• •• •• • • • • • • ••• • • •• • •• •• • •• •• •• • • • • • • • • ••• RAKE WALL DETAIL WI RECEIVER ••• •••• : .• .• • . • • • • • • • • • � • • • • • • • • • • ••• • • • • •• • SAWCUT O FASTENER (12" O.C.) EXTEND UNOERLAYMENT UP WALL KEYNOTES: f • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • •• • RAKE FLASHING W/ REGLET & J" CLOSURE FIELD FORM PANEL LEG TO I.D. OF J" CLOSURE PAC-150 CLIP W/2- #10-13 FASTENERS #10-14 x 1" FASTENER (12" O.C.) ---C2 CONTINUOUS SEALANT • TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST 88 INSTALLED INA 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 PLYW000 DECK BY Sir MINIMUM THREAD LENGTH. • PLYWOOD DECK MUST SEA MINIMUM OF 5/8" THICK. ® RAKE FLASHING: • PANEL LEG MUST SE FORMED TO 1MT!-EN 1/8' OF J-CHANNEL WEB. • DECK SIDE LEG SHOULD SEA MINIMUM OF3" LONG WITH FASTENER LOCATED 2"MAXIMUM FROM EDGE. • J-CHANNEL FORMED TO HEIGHT OF PANEL R1& SEALANT CAN BE TUBE OR TAPE SEALANT AND MUST BE CONTINUOUS. FLASHING COMPONENTS C CLA[ AEi(RS.i ALUMINUM: ROOF TRANSITION DETAIL 3 #10-14 x 1" FASTENER (12" O.C.) Q3 #1244 x 1" FASTENER (12" 0.C.) 0 #12-14 x 1" FASTENER (6" 0.C.) KEYNOTES: 0 d 0 (6 SELF -ADHERING UNDERLAYMENT (HIGH TEMP) (STRIP -IN) PAC-150 CLIP W12- #10••13 FASTENERS (MAX. 8" FROM PANEL END) PAC-150 PANEL RETAINER CLIP SET IN SEALANT /%:‘ PLYWOOD DECK 0 SUPPORT PLATE 3/4" TURN -UP 01 #12-14x 1"FASTENER 0 SEALANT (AT VERTICAL LEG & UNDER Z") THERMAL CLEARANCE • TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED INA STAGGERED PATTERN. • CUP 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 BEA MINIMUM OF5/8"THICK • • • • • COMPONENT • • MINIMUM HEIGHT: 1/8" CLEARANCE OF PANEL RIB • • • FASTENED AS FOLLOWS: 12" & 16" PANELS (4 FASTENERS PER PANEL MINIMUM); 16" PANELS (6 FASTENERS PER PANEL MINIM•rM) • FASTENING LEG: 1 i/4" MINIMUM TOP LEG: 1 12" MINIMUM • • • • • • 7" 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 • 1" TAPE WIDTH OR 12" BEAD WIDTH PRIOR TO COMPRESSION TRANSITION FLASHING: HEMMED 1" AND FULLY ENGAGED TO '2" CLOSURE. FIRST PANEL CLIP TO BE LOCATEDA MAXIMUM OF 8' FROM Z^ COMPONENT. RETAINER CLIP: FASTENED 70 SUPPORT PLATE AT 8" O.C. STAGGERED PATTERN. PANEL HEM THERMAL GAP CLEARANCE: MINIMUM 1 12" HEM WITH 12" CLEARANCE (CONSULT FACTORY) SUPPORT PLATE: 20 GA. MINIMUM TAPERED RIGID ISO TO FILL VOID TRANSITION FLASHING W/'Z"CLOSURE RIVET (6" 0.C.) • • • • • • • • •• • • •• • • • •• • ••• • •••• ••• • • • • • • • • � • ••• • • • • • • • • • • •• • •• • •• •• • • •- • • •• • • • • • •0,• • • • • • • • • • • • FLASHING COMPONENTS PAC-150 CLIP W/2- #10-13 FASTENERS (MAX 8' FROM "Z") PAC-150 PANEL CIE R -Ctd3. PANEL LAP DETAIL NOTCHED PANEL PAC-150 CLIP NOTE: LAPS MUST BE STAGGERED 2' OR 4'. PANEL CLEAT PANCAKE HEAD FASTENERS EQUALLY SPACED. 4 EA, FOR 10" & 12" O.C. PANELS, 6 EA. FOR 16" & 18° O.C. PANELS. • . �oarti�rubuS Bal of SEALANT ••••••• . . ... .. . • ... ... . ... ... . • • . •• . • . . . . • •• •• . . •• •. •. • . •• . . . . •. • It•• •• • • ••• • • • • PANEL eLEAT • • • • ••• • • • • ••• • • • • •• •• •• • • •• • • • ••• • • • .C-CL J FIELD BEND PANEL DETAIL ACTUAL TAB LENGTH DETERMINED BY PANEL LENGTH • • • • • • • • ' • • • • • • • • • • • • • • • • • • ,....„. USE HEMMING TOOL TO • • • • • • • . • • • FIELD -BEND TAB LVD1R PANEL : : .• • • • . . . • • • • . • • . • . . • • . • • • • • . . • • • . • • • • • • • • • II • • • • • • • • • • • • • • • • • ) • a • • • • C-CLAD P C-TERSE:: • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • ROOF PANEL. STYLE MAY•N2Y• • • • • • • • • • VENT PIPE (BY OTHERS) SHOULD BE CENTERED IN THE FLAT • OF THE ROOF PANEL •• • • • • • • • SEAL AT TOP PER PIPE BOOT MANUFACTURER RECOMMENDATION AND INSTALLATION GUIDELIMS • • 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 w7 y r. • • • • •• • • • • • • • • • ••w 7 • • • • • • • • • • • • ••• •• • • •• • 1IL ti~..as ru PAC CLAD PETERSEN ALUMINUM CORPORATION 102 NORTNPOPa PARKWAY. B DO 102 ACWORTK GA 30102 PM: 77A1.27-0]N1 FAX 770.20-223a 400 DETAIL TYP VENT PIPE DETAIL ACALE N.T.S. ARC1 REFERENCE HLEa DLT DATE ::H[rr PAC -CLAD P E Color Guide • Premium Colors • IN ANODIC CLEAR • ♦ *SILVER •♦ *ZINC •♦r SILVERSMITH •♦ *CHAMPAGNE • ♦ * WEATHERED ZINC • ♦ * COPPER PENNY • ♦ * * AGED COPPER * WEATHERED STEEL * WEATHERED COPPER Kynar 500" or Hylar 5000` pre -finished steel and aluminum for roofing, curtainwall and storefront applications. •PAC -CLAD Metallic Colors *ENERGY STAR® Colors APAC-CLAD Cool Colors *Premium Colors See back for color availability chart. Standard Colors ♦ * PATINA GREEN ♦ • TEAL ♦ > HEMLOCK GREEN ♦ * EVERGREEN ♦ * HUNTER GREEN GRAPHITE ♦ * CHARCOAL MATTE BLACK ♦ * DARK BRONZE MAN MIDNIGHT BRONZE ♦ * SLATE GRAY ♦ * ARCADIA GREEN INTERSTATE BLUE BURNISHED SLATE BURGUNDY ♦ * TERRACOTTA ♦ MUSKET GRAY ♦ * SIERRA TAN FOREST GREEN HARTFORD GREEN ♦ s MILITARY BLUE * BERKSHIRE BLUE ♦ *SLATE BLUE AWARD BLUE AGED BRONZE ♦ MEDIUM BRONZE ♦ CARDINAL RED ♦ COLONIAL RED ♦ . SANDSTONE ♦ = ALMOND ♦ * CITYSCAPE ♦ * GRANITE ♦ * STONE WHITE ♦ * BONE WHITE METALMASTER PAC -CLAD Metal Master Shop PETER S EN 7484 NW 8 ST • Miami, FL 33126 305.261.9290 info@metalmastershop.com • metalmastershop.com PAC -CLAD® Color Availability PAC -CLAD STANDARD COLORS AGED BRONZE ALMOND ARCADIA GREEN AWARD BLUE BERKSHIRE BLUE* BONE WHITE BURGUNDY BURNISHED SLATE CARDINAL RED CHARCOAL CITYSCAPE COLONIAL RED DARK BRONZE EVERGREEN FOREST GREEN GRANITE* GRAPHITE HARTFORD GREEN HEMLOCK GREEN HUNTER GREEN INTERSTATE BLUE MANSARD BROWN MATTE BLACK MIDNIGHT BRONZE MILITARY BLUE MUSKET GRAY PATINA GREEN SANDSTONE SIERRA TAN SLATE BLUE SLATE GRAY STONE WHITE TEAL TERRA COTTA PAC -CLAD PREMIUM COLORS AGED COPPER 0.26 ANODIC CLEAR 0.54 CHAMPAGNE 0.40 COPPER PENNY 0.47 SILVER 0.49 SILVERSMITH 0.53 WEATHERED COPPER WEATHERED STEEL WEATHERED ZINC 0.26 ZINC 0.33 CLEAR -COAT ACRYLIC FINISH (NON-KYNAR) GALVALUME PLUS 0.68 REFLECTIVITY 0.29 0.53 0.31 0.26 0.67 0.32 0.37 0.27 0.44 0.32 0.26 0.27 0.32 0.29 0.29 0.29 0.27 0.29 0.26 0.06 0.88 0.29 0.31 0.33 0.49 0.36 0.25 0.37 0.64 0.26 0.36 EMISSIVITY 0.86 0.87 0.88 0.87 0.86 0.86 0.86 0.87 0.86 0.88 0.85 0.86 0.87 0.86 0.86 0.86 0.86 0.86 0.88 0.87 0.87 0.86 0.87 0.87 0.87 0.88 0.87 0.87 0.88 3 YEAR EXPOSURE 0.52 0.32 SRI 29 62 32 0.25 25 0.64 81 0.36 0.27 0.43 0.32 0.24 0.25 0.33 0.30 0.30 0.26 33 39 27 49 34 24 26 33 29 29 29 26 0.27 29 0.25 26 0 0.28 29 0.30 32 0.32 34 0.49 56 0.36 39 0.24 24 0.36 40 0.61 77 0.26 25 0.35 39 STEEL ALUMINUM ENERGY 22 GA. .032 .040 .050 .063 STAR J J J J J J J J J J J J J J J J J J J J J J J J J 0.87 0.25 25 J J J 0.81 61 J 0.82 0.36 42 J v v J 0.87 0.44 53 J J J J 0.81 0.46 54 J J J J J 0.81 60 J 0.82 0.88 0.14 0.23 23 0.32 35 0.55 J 57 J J J J J J PAC -CLAD Metallic 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 Gloss/Low Sheen, full 70% PVDF finish ENERGY STAR PERFORMANCE CRITERIA: Emissivity uses ASTM C1371 Reflectivity uses ASTM C1549. TECHNICAL DATA FOR KYNAR 500/HYLAR 5000 COATING: F South Florida Exposure: Color (ASTM D 2244) - No more than 54E Hunter units at 20 years; Chalk (ASTM D 4214) - Rating no less than 8 at 20 years; Film integrity -20 years. 1 Accelerated Weathering (ASTM D 4587, ASTM G 154): 5000 Hours, QUV-A, 340 NM Bulb -Chalk, per ASTM D 4214, rating of 6 or better; Color, per ASTM D 2244, c 54E (Hunter Units) color change. Humidity Resistance (ASTM D 2247): Galvalume or HDG, 100% RH, 2000 hours - No field blisters; Aluminum, 100% RH, 3000 hours- No field blisters Salt Spray Resistance (ASTM B 117): Aluminum, 3000 hours, Galvalume or HDG, 1000 hours -Creep from scribe no more than 1/16", no field blisters Chemical/Acid Pollution Resistance (ASTM D 1308): Pass T-Bend (ASTM D 4145): 1 T- 3T with no loss of adhesion Pencil hardness (ASTM D 3363): HB - 28 Specular Gloss (ASTM D 523) @ 60 degrees: Typical - 20- 35 Abrasion Resistance )ASTM D 968): 65 +/- 10 liters Cross Hatch Adhesion (ASTM D 3359): No loss of adhesion / Reverse Impact (ASTM D 2794): Galvalume or HDG, 2x metal thickness inch -pounds, no loss of adhesion; Aluminum, 1.5x metal thickness inch -pounds, no loss of adhesion Flame Test (ASTM E 84): Class A Coating Water Immersion (ASTM D 870): 500 hours, 100 degrees, no loss of adhesion PAC -CLAD is a registered trademark of Petersen Aluminum Corp. Kynar 500 is a registered trademark of Arkema Inc. Hylar 5000 is a registered trademark of Solvay Solexis. 8/2016