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RF-18-1327
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 1035 NE 99 Street Miami Shores, FL 33138-2638 Owner Information Address Permit Issue Date: 5/24/2018 Permit NO. RF-5-18-1327 Permit Type: Roof Work Classification: Metal Permit Status: APPROVED Expiration: 11/20/2018 Parcel Number 1132050190490 Block: Lot: Phone Applicant WILLIAM AND NICOLE GEARIN CeII WILLIAM AND NICOLE GEARIN 1035 NE 99 Street MIAMI SHORES FL 33138- Contractor(s) T&S ROOFING SYSTEMS INC. Phone 305/265-2654 Cell Phone Valuation: $ 43,991.00 Total Sq Feet: 3300 Type of Work: Re Roof Additional Info: RE -ROOF METAL Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $26.40 $4.88 $3.25 $8.80 $325.00 $9.00 $35.20 $912.53 Pay Date Invoice # 05/17/2018 05/24/2018 Bond #: 3774 Pay Type RF-5-18-67576 Check #: 34610 $ 50.00 $ 862.53 Check #: 34686 $ 862.53 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Tin Cap Final Roof Final Roof Cap Sheet Roof in Progress Renailing Affidavit Review Roof Review Roof In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constr tion a oning. Futhermore, I authorize the above -named contractor to do the work stated. Auth ized Signature: Owner / Applicant / Contractor / Agent May 24, 2018 Date Building Department Copy May 24, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-O01873-2018 Permit Number. RF-5-18-1327 Scheduled Inspection Date: November 27, 2018 Inspector: Naranjo, Ismael Owner. WILLIAM AND NICOLE GEARIN Address: Project 1035 NE 99 ST Miami Shores, FL 331382638 Contractor: T&S ROOFING SYSTEMS INC. LOUIS TOLEDO Permit Type: Roof Inspection Type: Roofing Final Work Classification: Metal Phone Number: Parcel Number 1132050190490 Phone Number: 3052652654 Building Department Comments RE -ROOF METAL Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 26, 2018 For Inspections please can; 305.762-4949 Page 2 of 31 BU DING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC PLUMBING ❑ MECHANICAL 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 RECEIVED MAY 172018 ((-1 FBC 20 Pr Master Permit No. \Z 18 _ 1 Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I 3 S N'L I 1 City: Miami Shores County: Folio/Parcel#: Occupancy Type: Load: II- -611—oLifd OWNER: Name (Fee Simple Titleholder): � Address: \O ') 14-C \� e 7 e t "{ ,I City: 4f\ \ v� 1 State: Construction Type: Miami Dade Zip: -V-5\ -3 5 Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: w\\ eecom Phone#: S\Q—TO-g73))\:74 - Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Co pany Name: 1 Address: \`A � N\� City: MTa`r( State: Qualifier FIame: State Certification or Registration #: -e__ 1 z-13 Phone#: - G R- 7cS-V Zip: Phone#: () U37 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: Value of Work for this Permit: $ Type of Work: City: State: Zip: Square/Linear Footage of Work: ❑ Addition ❑ Alteration ❑ New Description of Work: %QtrcC2) ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: C SCe e- 6(8 Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ CCF $ Radon Fee $ DBPR $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ ,,,ek\ec�\J1 O.Lk9 CO/CC $ Notary $ (Revised02/24/2014) 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 Signature OWNER or AGENT CONTRACTOR The fo(egoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ` 20 1 , by I V day of A t()-m(il\ , who is personally known to \—CU\ ka, who is personally known to me or who has produced as me or who has pro uced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ************** DANIEL PEP: Notary Pubk - State ` i 'iba Commission = CC 50 My Comm. xoires Nov 3.2020 APPROVED BY ,20 by identification and who did take an oath. NOTARY PUBLIC: Print: Seal: �ANIELPEREZ Notary ubhc - Stare of =brica CO missio6 = c-i: e.4769 My Comm. Expires Nov 3. 2020 as *********************** **** * * ** * * * *s * * ** * ********** Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) 5/16/2018 Metal Roofing Color Availability Chart - PAC -CLAD Petersen Aluminum Granite* Anodic Clear ♦* ityscape PAC -CLAD Premium Colors 0 L( $ $ Silversmith Silver Zinc *$ •tr$$ ♦ • * !4( $ $ Champagne ♦ • * MJ $ $ Weathered Zinc J Copper Penny Weathered Steel ♦ 0 * MJ $ $ Aged Copper L4 $ $ $ Weathered Copper COLOR AVAILABILITY https://www.pac-clad.com/specs/color-availability-chart/ 4/10 5/16/2018 Metal Roofing Color Availability Chart - PAC -CLAD Petersen Aluminum PAC -CLAD ' Standard Colors ,, Reflectivity Emissivity 3 Yr Exposure SRI Steel Aluminum ENI Si 24 ga. 22 ga. .032 .040 .050 .063 ■ Aged Bronze 0,29 0.86 29 • Almond 0.53 0,87 0,52 62 • • Arcadia 0,31 0,88 0.32 32 • • ❑ Green i ■, Award Blue I 0.21 0.86 0,20 17• Berkshire 0,26 0.87 0,25 25 • • Blue* ■ Black Alurriinum** I 0.20 0.86 17• ■ Matte Black Steel** 0,22 0.87 0.21 20 Bone White 0.67 0.86 0,64 81 . • • ■ Burgundy 0,24 0,87 0,23 23 • • • Burnished • Slate 0,32 0,86 33 • Cardinal Red 0,37 0.86 0,36 39 • Charcoal 0.27 0,87 0.27 27• 0,44 0,86 0,43 49 • • In Cityscape ■ Colonial. Red: 0,32 0,88 0.32 34• ■ Dark Bronze 0,26 0,85 0.24 24• ■ Evergreen 0.27 0.86 0.25 26 • _ ■ Forest Green 0,10 0.87 0,10 6 • ................................ https://www.pac-clad.com/specs/color-availability-chart/ 5/10 Date: April 16, 2018 To. ROOMS' garhl SYSTEMS, IN . Masters In modetn•day rooting systems METAL ROOF PROPOSAL/AGREEMENT Customer Name: Will Gearin Phone: 310-920-8935 •. • . Address: 1035 NE 99 St Miami Shores, Fi 33138 • • .... • • . •• . • • • • • . • ROOF REPLACEMENT Aluminum Standing Seam 16"Panels (24ga) ..•. •. • • • • • • .•.. • •• •... • • . •... .•.. • . . •• • Fi+.nh"��.m.' �gax Sa.::.rrFxn,;Se�iuys;4st�'i�.':9:�^"5'Yr��?_..s`awsG:"UG'+X.:F.,-ti3:xl:ss�'SY�'kSi%,^:S�;�s�..8�n.,Ztbq:cNM uzi:.x ;.A:K .Y.+t+a•D�',^+sswG:n , yrvrhf'r.3:1.n:Rcf..,s F:cv*�a.:rJZ 45Rs,F".�*"�.r� � ",'+is>>:E.^.». PHASE DESCRIPTION 1: • Obtain all necessary roofing permits required by local municipality. • Permit cost is not included. 2: 3: • • • . . . • . • Remove existing roof to a smooth workable surface. • Replace roof sheathing up to 3001f (if T&G) or 9 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 11/4" ring shank nails and 1 5/8" 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 Topcoat® waterproofing over critical area penetrations. • Install 16" Standing Seam Kynar Painted Metal Panels fastened mechanically to deck as per manufacturer's_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 (lashings 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. • /SR ELITE • • • . • •• • Investment Amt: 43,991 • • 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 • *30 Year Warranty on Paint from Manufacturer *Warranties not valid on galvalume roofs if property is less than 1 mile from the coast. .•• • • • • • • • • TiliS PRY ,INC.. Besler. In nadern-dry roelr'p s,nsmr • • ROOFING PRODUCTS • • $ • • • .• • •• •• • •. • •• •• •• • • • •• • •.• • •• ••• • ••• • •• •• ••• • � . ••• • ••• • The Information contained in the proposal is privies and confiideniiol Information Intended only for the use of the Individual(s) named above. Any disclosure or distribution Is strictly prohibited under opp!coble federal or stole law. if zZAJ16 Options: 1. Aluminum panels included in price shown above. PAYMENT SCHEDULE HISITi UL NOMPLETIO UPON SUBSTANTIAL COMPLETION OF VEIISASHIEL ........................:.................................................................................. 15% UPON DELIVERY OF METAL MATERIALS 5 10% UPON APPROVAL OF FINAL INSPECTION •••• • • • . •. •. •••• • • .. • • • • • • • • • • • • • • . . .• • • • • • •. • ,l ti SIGNATURE rV �''"✓ PRINT NAME C>e.AoA TODAY'S DATE tO SIGNATURE PRINT NAME TODAY'S DATE HOMEOWNER ACCEPTANCE OF PROPOSAL: T&S ROOFING SYSTEMS, INC. ACCEPTANCE OF PROPOSAL: Cov, 5 7/eles 0‘//g • •••• • • • •••• • •••. • • • • • • • • • •••• • •. •••• • •••• • I The Information contolned in ihs proposol Is pit eged and contidentloi inforrnatlon Intended ony for the use of the Indhidualis) named above. Any disclosure or dstributlon is strictly proHblted under app!cabSe federal or state iaw. 8zz2016 SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. .... • • 2. Oki, Renailing wood decks: When replacing roofing, the existing wend foot deck may Have to • be renailed in accordance with the current provisions of Section R4403. (The Eckiclick is umUly. i • concealed prior to removing the existing roof system). • • . • `�� • • 4. WI�A • Exposed Ceiling: Exposed, open beam ceilings are where the undf of the•reQf lecking • • • • • can be viewed from below. The owner may wish to maintain the architectural appaance; therefcrt?, • roofing nail penetration of the underside of the decking may not be -t iMVSro. J__ 1Lg __1'__ _L • • maintaining the appearance. ••• • • • . •• .. . .• . . . . 6. W Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is • not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 6011,L, Owner/Agent's Signature Date Cont4efor Signature Date M5 Ns� Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number r Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: \1v \ `\ 6 eG ci n Property Address: Roofing Permit Number: Dear Building Official: Etate:'. ... . . • • • • .. • • • ... • . .• • • • •' • • • ..•. . . • • • .•.• • . . • ... • • • . ••• •• •• • • • .. • • . . • • • • • .. .• • •• • • • certify that I am not required to retrofit the roof to wall conntt;tidns of my buildi ecause: he just valuation for the structure for purpose of ad valorem taxation is Tess 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) Signature Wit 6ear#i Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is t e owner for the above property mentioned. Swom to and subscribed before me this (;I day of Notary Public, Sate of Florida at Large } • When the just valuation of the structure for purpose of ad valorem to tion is equ or more than $300,000.00, and the building was not SFBC. Then you must provide a budding application from a General Contractor fo e Roof to Wall connection Hurricane Mitigation. Ncta', M Comm, ExOi'+ NCV 3 __. Revised on 5/21/2009 4/25/2018 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3205-019-0490 Property Address: 1035 NE 99 ST Miami Shores, FL 33138-2638 Owner WILL GEARIN NICOLE GEARIN Mailing Address 1035 NE 99 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,491 Sq.Ft Living Area 2,002 Sq.Ft Adjusted Area 2,162 Sq.Ft Lot Size 14,300 Sq.Ft Year Built 1950 Assessment Information Year 2017 2016 2015 Land Value $437,580 $407,192 $370,728 Building Value $121,872 $121,917 $121,962 XF Value $3,138 $3,156 $3,091 Market Value $562,590 $532,265 $495,781 Assessed Value $543,442 $532,265 $414,504 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $19,148 Non -Homestead Cap Assessment Reduction $81,277 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (..e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 8 REV PB 43-67 LOT 13 BLK 178 LOT SIZE 110.000 X 130 OR 20780-2235 11 2002 1 COC 21865-0574 11 2003 1 Generated On : 4/25/2018 • • • • Taxable Value Information • • •• •. .. • • 204? • • • Q016 .2015 • County . Exemption Value UQ,toQ g0,Q00 • •$0 Taxable Value $493,442 $482,Q65 $414,504 School Board Exemption Value $25,000 $25,000 $0 Taxable Value $518,442 $507,265 $495,781 City Exemption Value $50,000 $50,000 $0 Taxable Value $493,442 $482,265 $414,504 Regional Exemption Value $50,000 $50,000 $0 Taxable Value $493,442 $482,265 $414,504 Sales Information Previous Sale Price OR Book -Page Qualification Description 07/31/2015 $520,000 29722-4768 Qual by exam of deed 03/18/2011 $325,000 27639-4820 Qual by exam of deed 11/01/2003 $410,000 21865-0574 Sales which are qualified 11/01/2002 $297,000 20780-2235 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Section A/7B "Delivering Excellence Every Day" Master Permit No: I3; Miami -Dade County HVHZ Electronic Roof Permit Form Section A (General Informa Process No: Contractors Name: IT AND S ROOFING Job Address: 11035 ne 99 st ❑ Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam Roof Category ❑ Mechanically Fastened Tile ElMetal Panel/Shingles ❑ Other: Roof Type RECEIVED MAY 17 2018 Mortar/Adhesive Set Tile ❑ Wood Shingles/Shakes . • .. . • • • • • • • • • . • •. • • ... • . • • ❑ New Roof ElRe-Roofing ❑ Recovering ❑ Repair ❑ Mainten • • • • •.•• Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No If yes, what type? :E : Natuilei • Q LPGX •:..' Low slope roof area (ft.2) Roof System Information Steep Sloped area (ft.2) Section B (Roof Plan) 3300 Total (ft.2) •• •. .. 3300 ' • • • . . •• • • .• • • • . • • • 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'): MIN Miami Shore Village APPROVED Y DATE ,2 FEDERAL ZONING DEPT (IV BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL STATE AND COUNTY RULES AND REGULATIONS rt 1035 NE 99th St, Miami Shores, FL T&S Roofing Systems Inc Length Diagram Ridge Length = 327 ft [Red Lines] Valley Length = 133 ft [Blue Lines] 18 19 7 24 1.0 /16 // 17 //14 .9 14. \ 12 9 \<—\ 9, 3.3� 16 23 /\\\ e1 /17 f3 13 6 6 3 18 21 99 \\ 14 14, 19 6 • • • • • •• • •• 12 • • • • • •• • • This diagram contains values derived from roof pitches that were not determined or verified by EagleView Technologies. Note: In some cases, segment lengths under 5 feet have been removed for readability. •••• • • •••• • • •• •• m•• • • • • • • A g••• • • •• c • W• • 0 a •• • c m• • • •• • CO 5 O6 4a t5J ol> O n A � • • • • •• • • • • Page 1 0200S-2018 Rale Von Tedm04ts,M:,and gI«ne'ry[Nenronal Cup.-A9 Rghb Reserved -Covered by ono or mere of U.S. Patent tlos.0,078,4K 6.145.618; 8,170.040; 8203,152; Rei7ort: 22317441 8,515.125; 8,938,060:8.810.770; 8,842,888; 9,244,689, 8 329,749. 03w Patents Parking. 'al Roof. tern "beiivering Excellence Every Day" Roof System Manufacturer: 'MI Notice of Acceptance Number: Miami -Dade County FIVHZ Electronic Roof Permit Form Section D Metal Roof System 14-0123.06 Minimum Design Wind Pressures, (from RAS 127 or Calculations): P 1: P2: 168.1 P 3: 1100.7 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: Roof Mean Height: "/12" ft. Clip or Screw Spacing for Metal Roof Panel Attachment Field: '24 " o/c Perimeters: " o/c Corners: Number of screws required per clip: Perimeter Width: ft. Screw Type, Size, & Gauge for Clip or Metal Panel Attachment: #10 PANCAKE HEAD FASTNERS 6 " o/c Deck Type: H-5/8" Plywood -- Optional Nailable Substrate: .... Optional Nailable Substrate ▪ Attaehment,Idle I1Qd: • .... • • Optional Insulation: Optional Insulation Attachm• ent Method' . • . . . .. . . . . Fire Barrier: IELK VERSASHIELD Underlayment Type: #30 ASTM TYPE II Underlayment Fastener Type: 1 1/4 RS NAILS 6" OC AND 12" FIELD Optional Peel & Stick Membrane: Metal Roof Panel: _ PAC STEEL PANEL — — — — — ___ Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: --3" face 2S ga: - --Galvanized Metal-- 171 • . • • . • • • . 11 1/4 RS NAILS Hook Strip/Cleat gauge or weight: — Select Hook Strip -- NIA 1I•DADE • P 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.miamidade.gov/economy 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 ?roduQt•nfitrol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) res: ve.the right to ligve this prMi t or material tested for quality assurance purposes. If this product or material fails to perform in the aei •pte l man eii ie manufacturer will incur the expense of such testing and the AHJ may immediately revQlig, edify, or suspend the use • of such product or material within their jurisdiction. RER reserves the right to revoke t1ais.aGceptance, if.it is • determined by Miami -Dade County Product Control Section that this product or materNefairs to mset the requireale.uts of the applicable building code. • • •• . • • This product is approved as described herein, and has been designed to comply with t114k ida Building €ode 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. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 5. The submitted documentation was reviewed by Juan E. Collao, R.A. MIAMI•DADE COUNTY APPROVED NOA No.: 14-0123.06 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 1 of 5 Valspar Valspar Fenestration Testing Architectural Testing MIAMI•DADE COUNTY APPROVED 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 Test Specifications TAS 110 TAS 110 EVIDENCE SUBMITTED: Test Agency Test Identifier Lab Form Lab Form 13-852 C8009.01-450-18 Product Description Corrosion resistant, Galvalume, preformed, standing seam. Coated, prefinished panels. •••• • • • •••• • •• •• • • ••• Corrosion t'ti$YaIlt, 24 ge tge steel clip tx24 ga. stainlest'stee'•clip. • •••• •• • •••• • • • •• •• ••• • • • •• • Test Name/Deport, ASTM 1:17 •••••• •••• ASTM G 23 TAS 100 TAS 125 • • � • Date • 06/11/13 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 15/32" or greater plywood. Slope Range: 2": 12" or greater Maximum Uplift See Table A below Pressure: Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d annular ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick (Minimum 15/32") The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with Mnimum 4" side -lap and 6" end -laps. Underlayment shall be fastened vYith cprrosioitwAi4tant tin„, tps• • and 12 gauge 1 '/4" annular ring -shank nails, spaced 6" o.c.•ata11 raps andtwo.staggered. • rows 12" o.c. in the field of the roll or any approved underlaynepr!t having' current NA:. Fire Barrier: Any approved fire barrier having a current NOA. Refer to a.Gi ent fir4directory lilttrlgfc - fire ratings of this roofing system assembly as well as the location of till ffrt't3arrier ya1isi the assembly. See Limitation # 1. • 3 • • • • • • • • • • • • • •• •• •• Valleys: Valley construction shall be in compliance with Roofing App4cAion Standard RAS 133. • and with the current published installation instructions and:detail: in PAC Contractgr4•; . Association's Installation Manual. • • • • • • • Metal Panels and Install the "PAC-150 1.5 Steel Panel" including flashing penetrations, valley§,•end laps ail 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 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 NOA No.: 14-0123.06 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 3 off 5 LI1VI1TATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). 3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133. 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, 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 APPROVED •9i• • • r • •••• • • • • •• • • •• • • • • • • •• • • 5. All products listed herein shall have a quality assurance audit in accordance witli t e Fforida Buil$ing Coc and: Rule 61G20-3 of the Florida Administrative Code. • • • • • • • ••••• • 6. Panels may be shop or jobsite roll formed with machine model # 100801 or 10921 / froarP+AG Contraoters Association. • • • • • • MIAMI•DADE COUNTY APPROVED. • • • • •• r • • • • • • • • •• • • • • •• • •• • • • NOA No.: 14-0123.06 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 4 of 5 90DEGREE / SEAM CLIP PANEL 1 PANEL PROFILE LRAWINGS 10.WW\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\l\\\\\\\\\\\\\\I PREPARED ROOF FASTENER END MIAMI•DADE COUNTY PANEL CLIP . • . • • • • • ••• • • .. .. • .. • ... . . .• • • .. • • • • • • • . • • • • • • . • .• •.. . • ..• • .. • • • • • • 180 / DEGREE SEAM r7- PANEL MS MSS SESSESS5 PREPARED ROOF F THIS ACCEPTANCE CE FASTENER NOA No.: 14-0123.06 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 5 of 5 MUILMitIAD F ill)`� 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. miamid ade.eov/economv 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 (A TI), This NOA shall not be valid after the expiration date stated below. The Miami -Dads ur y Product Control Vic. ion (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Count.y4.rieserve thg.figt t to bug giis product or material tested for quality assurance purposes. If this product or material fame ,to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may. litit%diatelLte's qke, meidify,•or suspend the use of such product or material within their jurisdiction. RER reserves the'rfght to revoke this actdirai e, if it is determined by Miami -Dade County Product Control Section that this product .gr mateiiai •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 F trid3.BuildhfreCide including the High Velocity Hurricane Zone of the Florida Building Code. • • .. . .. . . . . ..• . DESCRIPTION: VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® So1oTM Fire -Resistant Slip Sheet LABELING: Each unit shall bear a permanent label with the manufacturer's naive or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. ]RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in.the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1104.06 consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. 'Gat; .; t3t: ,'. MIAMI DADE COUNTY 5 ' 't- `4 MIMED' =t NOA No.: 14-1022.26 Expiration Date: 02/07/17 Approval Date: 02/05/15 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® SoloT°' Fire -Resistant Slip Sheet (a.k.a "VersaShield SoloTM"), 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® Solon' 72" x 166.7' rolls Fire -Resistant Slip Sheet MANUFACTURING LOCATION: I. Conover, NC EVIDENCE SUBMITTED: Test Agency PRI Construction Materials Underwriters Laboratories Inc. PRI Asphalt Technologies, Inc. Test Specifications ASTM D 226 Type II •.... • Product••••• • . . •Desfriptiwt • � • Non -Asphaltic fibexg'laiz-based uw1erlayment and/or fire barrier. • • • • • • •••. •• ••. • . . • . •. .. .. •. •. UL790 Non -Asphaltic fib;rg1 s -based slip sheet anci%r. fire barrier. •• •• •• • Test Identifier GAF-270-02-02 ELK-063-02-01 99NK45831 10NK11990 R19254 08CA37926 08CA49140 ELK-069-02-01 BRY-003-02-01 BRY-003-02-01 • • . . •. • Test Name/Report ASTM D 226 TAS 100 UL790 UL790 ASTM D 226 UL790 TAS 100 TAS 117(B) TAS 114 (H) • • •. • • . • ..• . • • Date 11/15/10 09/27/01 03/21/00 05/18/11 09/13/01 09/23/09 03/04/02 03/19/02 INSTALLATION: 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® 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. e. s. MIAMICADECOUNTY 'REAMED; • NOA No.: 14-1022.26 Expiration Date: 02/07/17 Approval Date: 02/05/15 Page 2 of 3 ,AP.PROvED, IMITATIONS: 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® SoloTM Fire -Resistant Slip Sheet shall not be left exposed to the weather. 4. VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® SoloTM 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® SoloTM Fire -Resistant Slip Sheet may be used with any approved roof covering Notice of Acceptance listing. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoloTM 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® SoloTM Fir -Ros stant Slip Sheet is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) ot:the,Miami-Datie•County Pre act Control Department for approval provided that appropriate documentation is provided to detail'cc f atibility of the • products, wind uplift resistance, and fire testing results. • • • 6. VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® SoloTM Firi42esistant Slip Sheet are a non - asphaltic underlayment that may be used as a fire barrier for prepared roof assethblits. For fire classifit io;of specific roof assemblies using VersaShield® Fire -Resistant Roof Deck Protectiot} or: VersaSfiiel3® SoPo'r" Irire- Resistant Slip Sheet refer to a current Approved Roofing Materials Directory for 4;c;stings of this product. • • 7. All products listed herein shall have a quality assurance audit in accordance with the k•loride Building Code:and ' Rule 61G20-3 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. Bum ING PERMIT REQUIREMENTS: MIAMI•DADE COUNTY APPROVED. Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this material. END OF THIS ACCEPTANCE MIAMI•DADECOUNTY NOA No.: 14-1022.26 Expiration Date: 02/07/17 Approval Date: 02/05/15 Page 3 of 3 &'1s/201d • u•) I'JI.INE CERTIFICATIONS DIRECTORY ti Page Bottom See General Information for Roofing Systems PETERSEN ALUMINUM CORP 1005 TONNE RD ELK GROVE VILLAGE, IL 60007-4817 USA TGFU.R14293- Roofing Systems TGFU.R14293 Roofing Systems Roofing Systems R14293 Coated Steel and aluminum panel identified as "Snap-On Standing Seam", "High Snap-On Standing Seam", "S •p;On Batten", "Integral Batten", "Redi-Roof Batten", "Redi-Roof Standing Seam", "Snap -Clad", "Integral Standing Seam", "Tite-Los", "Tite-Loc Plus", "Edge-Loc" and "PAC-150". One or more layers of GAF "VersaShield Underlayment", mect nicely fastenAQUt loose ISRi!••• may be used in lieu of the barrier board in all combustible Classifications. •• • • ••• •• • • . • •. . OTHER SYSTEMS • • • • Class A •• • • • • • • • •• ••••• 1. Deck: NC Incline: No Limitations ••• • • • • • . • •. •. .• Barrier Board: — 1/4 in. min G-P Gypsum DensDeck®. • PI Sheet (Optional): • • • • • • y ( p ): — Any UL Classified Type G1, G2 or G3 base/ply sheet, Type 15, 2 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 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 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 Questions? Print this page Terms of Use Page Top ©2014ULLLC 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-bin/XYV/template/LISEXf/1 FRAM E/showpag e.html?name=TGFU.R 14293&ccnshorttitle=Roofing+Systems&obj id=1074352239&cfg id... 1/2 NIP / EDGE 1 EM IIL FLASHING COMPONENTS 3/4" TURN -UP HIP/RIDGE FLASHING WITH 7" CLOSURES PAC-150 PANEL PAC-150 CLIP W/2- #10-13 FASTENERS (MAX. 8" FROM "Z") O #10-14x 1" FASTENER PLYWOOD DECK (2 SEALANT (AT VERTICAL LEG & UNDER 7") KEYNOTES: •• ••• • • • • • •• • TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED INA STAGGERED PATTERN. • • • • • • • • CLIP AND FASTENER MATERIAL: GALVANIZED WHEN STEEL PANELS ARE UTILIZED; STAINLESS STEEL WHEN ALUMINUM PANELS•ARE UNLI D. • CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/8" MINIMUM THREAD LENGTH. • • • • • • • • • • • • • PLYWOOD DECK MUST BE A MINIMUM OF 6/8" THICK. 01 '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 1/4" MINIMUM TOP LEG: 1 1/2" MINIMUM • • • • • • • • • • • • •• .• • • • • '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 • • • • • • • • • • • • 1" TAPE WIDTH OR 1 /2" BEAD WIDTH PRIOR TO COMPRESSION • • • _ • • • • • COVER: • HEMMED1"AND FULLY ENGAGED TO'Z"CLOSURE. � • � •: � : : • : . • I FIRST PANEL CLIP TO BE LOCATED A MAXIMUM OF 8" FROM "Z" COMPONENT. • • • • . • • • • • • •• • ••• • • 1♦-A11o.1 f FLASHING DETAILS c Y I vemei ar Deck VALLEY DETAIL (One Piece) #12-14x 1" FASTENER (6" O.C.) KEYNOTES: FLASHING COMPONENTS 0 THERMAL CLEARANCE @ VALLEY FLASHING PAC-150 PANEL PLYWOOD DECK .. ... . . . . . .. . • . . • . .• ..• .• • . . •• • ••• . • ••• . • •• • • • • • • 4 • • • • • • • • • • • • • • • •• • • • TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED IN A STAGGERED PATTERN. • • • • • • • • • • • CLIP AND FASTENER MATERIAL: GALVANIZED VVHEN STEEL PANELS ARE UTILIZED; STAINLESS STEEL WHEN ALUMINUM PAIIELS ARE UTILIZet• • • • • • • • CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/6"MINIMUM THREAD LENGTH. • PLYWOOD DECK MUST BE A MINIMUM OF 6/8" THICK. 0 VALLEY FLASHING FASTENED AT MAXIMUM 6" ON -CENTER SPACING. . • • • . • • • • • • • (') PANEL HEM THERMAL GAP CLEARANCE: MINIMUM 1 1/2" HEM WITH 1/2" CLEARANCE (CONSULT FACTORY). • • 0 0 041 • • • () FIRS.T 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) #10-14x1" FASTENER (6" O.C.) • • • • • • PAr.i n FLASHING! ®ETAIL.S m Elvwcic,d deck EAVE DETAIL PAC-150 PANEL PLYWOOD DECK 09 #10-14x 1" FASTENER (12" O.C.) KEYNOTES: PAC-150 CLIP W/2- #10-13 FASTENERS (MAX. 8" FROM EAVE) FLASHING COMPONENTS FIELD CUT & BEND RETURN IN PANEL. APPLY SEALANT & HOOK RETURN OVER EAVE FLASHING. EAVE FLASHING -11 © #10-12x 5/8" FASTENER (12" O.C.) O CLEAT (24 GA. MIN.) .. ... . . . . . .. . . ••• • • .• ••• .. . • • •• • • 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 p!,t S Alp UTILIZED• • • • • • •• • • • CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/8" MINIMUM THREAD LENGTH. • •• • • •GOO • • . • • " PLYWOOD DECK MUST BEA MINIMUM OF 6/8" THICK. 0 EAVE FLASHING HEM EDGE: 1 1/2"MINIMUM. O PANEL HEM AND THERMAL GAP CLEARANCE: MINIMUM 1 12" HEM WITH 12" CLEARANCE. (CONSULT FACTORY). O FIRST PANEL CLIP TO BE LOCATED A MAXIMUM OF 8" FROM EAVE. • • • • • • • • • • • • ® ROOF SIDE FLANGE SHOULD BE STRIPPED IN WITH APPROVED UNDERLAYMENT. • • • • � ® CLEAT: 24 GA. MINIMUM. • + • • • • • • • • • •• •• • • • .. •• PAC=150 FLASHING DETAILS n Plywood Deck RAKE DEuABL PAC-150 CLIP W/2- #10-13 FASTENERS PAC-150 PANEL #10-14 x 1 " FASTENER (12" 0. C.) SEALANT PLYWOOD DECK KEYNOTES: Q1 #10-14 x 1"FASTENER (12" 0.C.) .. .•. . . . . . .. . • • . • • . .. •... .. . . • .. • TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED INA STAGGERED PATTERN. • CLIP AND FASTENER MATERIAL: GALVANIZED WHEN STEEL PANELS ARE UTILIZED; STAINLESS STEEL WEN A J4AVNUM PANELS 4F E.UTILIZECL • • CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/8" MINIMUM 1•HRRAD LENGTH. • • • • • • • PLYWOOD DECK MUST BE A MINIMUM OF 6/8" THICK. • . . . • . . • . . � (D RAKE FLASHING: • • • • • • • • • • • • •.• •• • • • • • HEMMED DIMENSION: 1 1/2" 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 © SEALANT CAN BE TUBE OR TAPE SEALANT AND MUST BE CONTINUOUS. • • • • • • • • • • • •• •• •• •• • • • l�J CLEAT: 24 GA. MINIMUM. • •• • ••• •• • • •• •• • • •• •. . . . FLASHING COMPONENTS O1 RAKE FLASHING p # 10-12 x 5/8" FASTENER (12" 0.C.) © CLEAT (24 GA. MIN.) r•' • ••• • • • • • • • PAC=150 FLASHING DETAILS o Plywood I' jeck PEAK ETAIL PAC-150 CLIP W/2- #10-13 FASTENERS (MAX 8" FROM "Z") PAC-150 PANEL 3/4" TURN -UP PEAK FLASHING FLASHING COMPONENTS KEYNOTES: OO SEALANT (AT VERTICAL - LEG & UNDER "Z") PLYWOOD DECK Q #10-14 x 1' FASTENER - #10-12 x 5/8" FASTENER (12" O. C.) Q5 CLEAT (24 GA. MIN.) • 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 WH:NALUMINI:M 1111.:LS=1RIUItIZ4D. " CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/8" MINIMUM THREAD LENU'M-I. • • • • • • • • • • PLYWOOD DECK MUST BE A MINIMUM OF 8/8" THICK. • • • • • • • • • • • • 01 '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 FASTENNRS .ER P ANEL MINIMUM)• • • • " FASTENING LEG: 11/4"MINIMUM TOP LEG: 11/2" 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 • 1" TAPE WIDTH OR 12" BEAD WIDTH PRIOR TO COMPRESSION 03 PEAK FLASHING: HEMMED 1" AND FULLY ENGAGED TO 'Z" CLOSURE. • • • • • • • • • • • • ® FIRST PANEL CLIP TO BE LOCATED A MAXIMUM OF 8" FROM "Z" COMPONENT. • • • • • • • • • "Lb CLEAT: 24 GA. MINIMUM. • • • • • • • • • • • •• •• • • • •• •• AC-150 FLASHING DETAILS o P►vwoo eck SEA ALL DETAIL W/ RECEIVER SAWCUT 0 FASTENER (12" O.C.) - EXTEND UNDERLAYMENT UP WALL 3/4" TURN -UP 0 #10-14 x 1" FASTENER OO 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 WHEIfij .UMIN.1 PAeL: AI LD7LIJ • . • CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/8" MINIMUM THREAD LENGTH! • • • • • • • •• •.• •• • • • •• • PLYWOOD DECK MUST BE A MINIMUM OF 6/8" THICK. Q '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.PERVNEL MINIMt=M)• • • • • • • • • FASTENING LEG: 11/4"MINIMUM TOP LEG: 11/2" MINIMUM • • • • • • • • '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 • 1" TAPE WIDTH OR 1/2" BEAD WIDTH PRIOR TO COMPRESSION • • • • • • • • • • • • © COUNTER FLASHING: HEMMED 1"AND FULLY ENGAGED TO 'Z"CLOSURE. • • • ® FIRST PANEL CLIP TO BE LOCATED A MAXIMUM OF 8" FROM'Z" COMPONENT. • • • • . • •• • • • •• •• • • • •• •• .• ..• . . • • • •• FLASHING COMPONENTS • • • • • • • • • • PAC-150 FLASHING DETAILS o Plywood Deck RAKE WALL DETAIL WI RECEIVER SAWCUT 0 FASTENER (12" 0.C.) v- EXTEND UNDERLAYMENT UP WALL KEYNOTES: RAKE FLASHING W/REGLET & "J" CLOSURE FIELD FORM PANEL LEG TO I.D. OF "J" CLOSURE #10-14 x 1" FASTENER (12" 0.C.) --0 CONTINUOUS SEALANT 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 VQHE ALL4IINUM PANES AR; UTILIZE'. • •• • • CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/8" MINIMUM Tt1REieD LIiJt3Tl1. • • • • • • • • = PLYVV000 DECK MUST BE A MINIMUM OF 5/8" THICK. • • • .. • • • • • • • • 0 RAKE FLASHING: " PANEL LEG MUST BE FORMED TO WITHIN 1/8" OF J-CHANNEL WEB. " DECK SIDE LEG SHOULD BE A MINIMUM OF 3" LONG WITH FASTENER LOCATED 2" MAXIMUM FROM EDGE. •• • • • • • • • • • " J-CHANNEL FORMED TO HEIGHT OF PANEL RIB. • • • • • • • • 3 SEALANT CAN BE TUBE OR TAPE SEALANT AND MUST BE CONTINUOUS. • • •• • • • • • • • • • • • • • • • • • •• •• • • • •• •• PAC-150 CLIP W/2- #10-13 FASTENERS PAC-150PANEL FLASHING COMPONENTS WTI VI PAC=150 FLASHING DETAILS o Plywood Deck RO (1) FT NSI ION ETAIL 0 #10-14x 1" FASTENER(12"O.C.) 0 #12-14 x 1 " FASTENER (12" O.C.) 0 # 12-14 x 1" FASTENER (6" 0. C.) KEYNOTES: SELF -ADHERING UNDERLAYMENT (HIGH TEMP) (STRIP -IN) PAC-150 CLIP W/2- #10-13 FASTENERS (MAX. 8" FROM PANEL END) PAC-150 PANEL RETAINER CLIP SET IN SEALANT PLYWOOD DECK THERMAL CLEARANCE 0 SUPPORT PLATE 3/4" TURN -UP Q #12-14x 1"FASTENER 2Q SEALANT (AT VERTICAL LEG & UNDER 7") TAPERED RIGID ISO TO FILL VOID TRANSITION FLASHING WI "Z" CLOSURE RIVET (6" O.C.) o 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 5/8" MINIMUM THREADt!•NGAd1. • • • • • • PLYWOOD DECK MUST BE A MINIMUM OF 5/8" THICK. • 01 '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 1/4" MINIMUM TOP LEG: 1 1/2" MINIMUM " "Z" MUST BE CUT TO TIGHT FIT OF PANEL DIMENSION: 1/8" MAXIMUM GAP 02 SEALANT • TUBE OR TAPE SEALANT IS ACCEPTABLE BELOW THE "Z" • TUBE SEALANT PLACED AT BACKSIDE OF VERTICAL LEGS " 1" TAPE WIDTH OR 1/2" BEAD WIDTH PRIOR TO COMPRESSION 0 TRANSITION FLASHING: HEMMED 1"AND FULLY ENGAGED TO 'Z" CLOSURE. 04 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. () PANEL HEM THERMAL GAP CLEARANCE: MINIMUM 1 1/2" HEM WITH 1/2" CLEARANCE (CONSULT FACTORY) O SUPPORT PLATE: 20 GA. MINIMUM • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• FLASHING COMPONENTS PAC-150 CLIP W/2- #10-13 FASTENERS (MAX 8" FROM Z ) PAC-150 PANEL PAC-150 FLASHING DETAILS o Plywood Deck PA- hVERVAP DETAIL ' ' NOTCHED PANEL , ` `1",. � ' � PANEL CLEAT PANCAKE HEAD FASTENERS EQUALLY SPACED. 4 2A. FOR /0"8 12'8C. PANELS, 0 EA. FOR /8^8/8^OC.PANELS. -° / °� °°°� � ° °°° BEAD OFGG4�VVT ' \ NOTE LAPS MUST 8ESTAGGERED |nOR 4. ° ° °°°° ° °° ° ° ° °°°° ° °° °°° °°~ ° °= ° PANEL CLE,4T ° A°^—"'""° Ft ==.q" "°"°""-° °°F xAvo .q FIELD BEND PANEL DETAIL 7 ACTUAL TAB LENGTH DETERMINED BY PANEL LENGTH •:••• • • • . • •. .• • •• ••• •. • • • .• . ... . ••• • • • • • • • • • . . 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