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RF-18-928
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address mit Issue Date: 441 /2018 Permit NO. RF-4-'I 8-928 Permit Type: Roof Work Classification: Metal Permit Status: APPROVED Expiration: 10/08/2018 Parcel Number Applicant 9377 NE 9 Place Miami Shores, FL 33138- 1132050070100 Block: Lot: RICHARD LIBUTTI VALERIE HAI Owner Information Address Phone Cell RICHARD LIBUTTI VALERIE HALPERN 9377 NE 9 Place MIAMI SHORES FL 33138- 9377 NE 9 Place MIAMI SHORES FL 33138- Contractor(s) T&S ROOFING SYSTEMS INC. Phone 305/265-2654 Cell Phone Valuation: Total Sq Feet: $ 17,500.00 2500 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 $10.80 $4.50 $3.00 $3.60 $300.00 $9.00 $14.40 $845.30 Pay Date Invoice # 04/10/2018 04/11/2018 Bond #: 3713 Pay Type RF-4-18-67107 Check #: 34450 Credit Card Amt Paid Amt Due $ 50.00 $ 795.30 $ 795.30 $ 0.00 Available Inspections: Inspection Type: Tin Cap Final Roof Final Roof Cap Sheet Roof in Progress Renailing Affidavit Review Planning 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, PLUMG, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS constructi AVIT: I c zoning. Fi r all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating thorize th=/above-named contractor to do the work stated. : Owner pplicant / Contractor / Agent April 11, 2018 Date • Building Dep April 11, 2018 men opy 1 i 11 i i USPS TRACKING # 1111 i i i 111 iu i 9590 9402 3687 7335 3229 46 United States Postal Service m m co �PF t-� r-9 1= O —u m O Certified Mad Fee First -Class Mail Postage & Fees Paid USPS Permit No. G-10 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2 AVE MIAMI SHORES, FL 33138 Jc71. Z0 FFyFI{4elt;'FF�F3(=+rj!j?�ii�FifFJI#ilF:teFi=j�IF:piii7=; U.S. Postal ServiceTM CERTIFIED MAIL® RECEIPT Domestic Mail Only ,For delivery information, visit our website at www.usps.com®. OFFICIAL U Extra Services & Fees (check box, add fee as appropriate) ❑ Retum Receipt (hardcopy) $ ❑ Retum Receipt (electronic) $ ❑ Certified Mall Restricted Delivery $ ❑Adult Signature Required $ ❑Adult Signature Restricted Delivery $ Postage Total Postage and Fees $ Sent To dt Sii aiiErNi iT orf3 No N G City,State, I +46 E Postmark Here PS Form 3800, April 2015 PSN 7530-02-000-9047 See Reverse for Instructions SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece;.: or on the front if space permits. 1. Article Addressed to: ,; x n-► c lIII1IlIIIIIImiui iWmiuiimuum COMPLE7E THIS SECTION ON DELIVERY B. R• eived D. Is delivery . ddress different from item 1? O Yes If YES, enter delivery address below: 0 No El Agent ❑ Addressee C. Date of Delivery 3. Service Type ❑ Priority Mail Express® O Adult Signature O Registered Mair ❑ Adult Signature Restricted Deiive ❑ Registered Mail Restricted Certified Mail® Delivery Mail Restricted Delivery Return Receipt for ■ Certified on Delivery MEriee• 2. Article Number (Transfer fromservice /abeI) I r i l D Collect on DeliveryRestricted Delivery0 Signature Confirmation?", Collect 7 018 0360 0001 1583 4344 Mail Restricted Delivery' l ° Restricted Deliverydature lion PS Form 381 p1','July 2015 PSN 7530-02i000s 90531 m • Domestic Return Receipt U.S. Postal Service' CERTIFIED MAIL® RECEIPT Domestic Mail Only For delivery information, visit our website at www.usps.come. , OFFICIAL USE Certified Mall Fee Extra Services & Fees (check box, add fee as appropriate) ❑ Return Receipt (hardcopy) $ ❑ Retum Receipt (electronic) $ ❑ Certified Mall Restricted Delivery $ ['Adult Signature Required $ ['Adult Signature Restricted Delivery $ Postage Total Postage and Fees $ Sent To Street and Apt. No., or 15 No. l LiG(-- City, State, ZI 4, Postmark Here N G PS Form 3800, April 2015. PSN 7530-02-000-9047 t-.See Reverse for Instructions i i i USPS TRACKING # ui 1111 i i NI 9590 9402 3687 7335 3229 53 United States Postal Service First -Class Mail Postage & Fees Paid USPS Permit No. G-10 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2 AVE MIAMI SHORES, FL 33138 U.S. Postal Service' CERTIFIED,MAIL° RECEIPT Domestic Mail Only For delivery information, visit our website at www.usps.com®. a Certified Mall Fee FICIAL USE Extra Services & Fees (check box, add fee es appropriate) ❑ Return Receipt (hardcopy) $ ❑ Retum Receipt (electronic) $ ❑ Certified Mail Restricted Delivery $ ❑ Adult Signature Required $ ❑ Adult Signature Restricted Delivery $ Postage Total Postage and Fees Postmark Here Stet an��i P6 ox Cityate, ZIP+4 s � t.-f-Q I 1 -(o T I39 PS Form 3800, April 2015 PSN 7530-02-000-90a7 See Reverse for Instructions COMPLETE THIS SECTION ON DELIVERY by (Printed Name) 0 Agent 0 Addressee C. 'ate o De 'very a, t D. Is delivery address different from item 1? 0 Y s If YES, enter delivery address below: 0 No 3. 0 0 0 0 2. Article Number (Transfer from service label) 0 7018 0360 0001 1583 4337 SENDER: COMPLETE THIS SECTION ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. IN Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: zo ► - s� FL-33c38 1111 i I II 1111 111111111 1111 9590 9402 3687 7335 3229 53 Service Type ❑ Adult Signature 0 Adult Signature Restricted Delivery01 Certified Mail® Certified Mail Restricted Delivery `01 Collect on Delivery Collect on Delivery Restricted Delivery 0 _ Mail 0 I Mail Restricted DeliveiSitry l 1 i Priority Mail Express® Registered Maiiim Registered Mail Restricted Delivery Return Re,ceipt for aad Signature Confirmation'"' Signature Confirmation Restricted Delivery PS;Form 3811, July2015 PSN 7530-02-000-9053 Ili I r t tj t I R7-rj N m m m m u7 r-9 r1 1= C3 C3 ..0 m U.S., Postal Service' CERTIFIED MAIL° RECEIPT Domestic Mail Only For delivery information, visit our website at www.usps.com®. OFFICIAL USE Certified Mail Fee Extra Services & Fees (check box, add fee es appropriate) ❑ Return Receipt (hardcopy) $ ❑ Return Receipt (electronic) $ ❑ certified Mail Restricted Delivery $ ❑Adult Signature Required $ ['Adult Signature Restricted Delivery $ Postage Total Postage and Fees Postmark Here Domestic Return Receipt N mate ZI 4 !A M ► 1-(0 SetTari du 1:3Sir t and Apt No., of P ox No - City, Z'3BISe-2 PS Form 3800, April 2015 PSN 7530-01-ooe-9017 See Reverse for Instructions 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 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ROOFING PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ElCANCELLATION ❑ SHOP ❑ CONTRACTOR DRAWINGS EIVED R 10 $O18 C l+ FBC 20 ( 29 JOB ADDRESS: (37 Miami Shores Cit : )I- d2 Folio/Parcel#: 3]0 11- Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder): Address:_ �y,�YlhCJ e5 City. ,.: ; 4— t.t Ten nt/Lessee Name F~- Email: CONTRACTOR: Company Name: Address: City: Qualifier` Name: State Certification or Registration #: DESIGNER: Architect/Engineer: — Address: Value of Work for this Permit: $_ AEl Alteration CO Type of Work: El Addition 1 Count Construction Type: State: Description of Work: Specify color of color thru t Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ 00 ile: State: Master Permit No. Sub Permit No._ ❑ REVISION ❑ EXTENSION Miami Dade Zi': Is the Building Historically Designated: Yes Flood Zone: _ BFE: _ Phone#: Phone#: Phone#: i NO st FFE: �aibb �sy v / .,. Zip: Y./ _City: Square/Linear Footage of Work: ❑ New Repair/Replace ❑ Demolition ❑ RENEWAL Permit Fee $ S_ Radon Fee $ ' Training/Education Fee $ Certificate of Competency #: Phone#: _ State: CCF $ DBPR $ 4 513 Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ - 0 Zip: co CO/CC $ (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 alley' done in compliance with all 46Zrrrrl�� ®,Ps "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMEN MENT 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." applicable laws regulating construction and zoning. Notice to Applicant: As a condition to the issuance of a building permit with Ili 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 commencerpe t must be posted at the job site for the first in ..ection which occurs seven (7) days after the building permit is issued. In the" s r � such posted notice, the inspection will be a s proved and_a reinspection fee will be charged. ED OWNER or AGENT The foregoing instrument was acknowledged before me this day of afOi me or who has produced as me or who has produced identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: . NOTARY PUBLIC: Sign: Print: Seal: , 20 ___, by who is personally known to DANIEL PER Notary Public - Stat: orida Commission ;G69 My Comm. Expires 3.2020 Sign: Print: Seal: Signature The foregoing ins CONTRACTOR ment wasacknowledged before me this day of e/�' , 20 , by 4,LtJ\) � , who is personally known to DANIEL P EZ Notary Public - Ste of Plo66da Commission; rG 4:759 My Comm. Exoir• 1 Nov 3.2020 as ***************** }.. ...�, ***************** APPROVED BY `NJ(/L " % Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 NE 2nd Ave, Miami Shores, FL 33138 Tel: (305)795-2204 • Fax: (305)756-8972 10/31/2018 To: Mr. Louis Toledo T&S Roofing 1461 NW 23rd Street Miami, FL 33142 Permit: RF-2-18-928 Address: 9377 NE 9th Place Miami Shores, FL 33138-2973 Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper require inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed:." Please be advised that open permits will hinder your ability to obtain new permits, refinance or sell this property. Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, Ismael Naranjo, B.O. Building Director CC: Current Owner 9377 NE 9th PL Miami Shores, FL 33138-2973 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 theowvner with . the required roofing permit, and to explain to the owner the content of the section. The prbvistbns of Sq tioA R4402 •• • govern the minimum requirements and standards of the industry for roofing system inAafl4tlbhs. Addifibtially, the following items should be addressed as part of the,agreement between the owner ant Lu le contractor• : The owner's • initial in the designated space indicates that the item has been explained. • •• f ••'••' 2. Renailing wood decks: When replacing roofing, the existing woodrroef deck may have to be renailed in accordance with the current provisions of Section R4403. (Theiroof deck is umljy; concealed prior to removing the existing roof system). • • •• . ••• • •• • • , • • • ••• • Vit 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. • • • • � • 6. 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. wjAgent's Signature Date �317 NC Pula' MIl9Mt sRotts,ltt Property Address 331Se, Revised on 7/9/2009 LD;07/01/2015; Conctor Signature, Date Permit Number Miami Shores Vivage 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 FO�t•EXI$TING Sir€. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES . PERSUANT TO SECTION 553.844 F.S. •....• .• .... • ... To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: 'l;cka-d U1,u Property Address: 13-71 I4V 1 L Roofing Permit Number: Dear Building Official: I ICI clict tit certify that I am not required to retrofit the roof to wall connections of my building because: yThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o he building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions eel i rrot; he South Florida Building Code (1994 SFBC) . • • • • • . . • • • • .• Signature State of Florida County of Dade eccha►'a I;t.Ai Print Name • . • . . •. • .. • • •. ..• . DANIELPER€Z Notary Public - Stdte of Ploririd Commission' GO 94740 My Comm. Expires Nov 1, MO . . The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the a 'ove prop y mentioned. Sworn to and subscribed before me this da of Af(i A Notary Public, Sate of Florida at Large . When the just valuation of the structure for purp : of ad valorem taxatio : equal to or more 300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Cont ctor for the Roof to 'nnection Hurricane Mitigation. Revised on 5/21/2009 4/10/2018 Property Search Application - Miami -Dade County OFFICE OF TI1E P'OPEPTY :\PPR*1SEP Summary Report Property Information Folio: 11-3205-007-0100 Property Address: 9377 NE 9 PL Miami Shores, FL 33138-2973 Owner VALERIE LIBUTTI RICHARD LIBUTTI Mailing Address . 9377 NE 9 PL MIAMI SHORES, FL 33138 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/Baths/Half 3/1/1 Floors 1 Living Units 1 Actual Area 1,930 Sq.Ft Living Area 1,601 Sq.Ft Adjusted Area 1,761 Sq.Ft Lot Size 7,500 Sq.Ft Year Built 1950 Assessment Information Year 2017 2016 2015 Land Value $270,297 $251,127 $228,762 Building Value $98,264 $98,264 $98,264 XF Value • $2,362 $2,388 $2,180 Market Value $370,923 $351,779 $329,206 Assessed Value $338,471 $331,510 $329,206 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $32,452 $20,269 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (.e. County, School Board, City, Regional). Short Legal Description 565342 PL OF GOVT LOT 4 PB 5-90 N75FT OF S300FT OF W100FT LOT F LOT SIZE 75.000 X 100 COC 25220-0192 12 2006 1 Generated On : 4/10/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $288,471 $281,510 $279,206 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $313,471 $306,510 $304,206 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $288,471 $281,510 $279,206 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $288,471 $281,510 $279,206 Sales Information Previous Sale Price OR Book- Page Qualification Description 07/29/2016 $100 30198 1247 Corrective, tax or QCD; min consideration 12/23/2014 $100 29448 3401 Corrective, tax or QCD; •min consideration 03/08/2013 $318,500 28543 2460 Qual by exam of deed 12/01/2006 $0 25220- 0128 Sales which are disqualified'as a result of examination of the deed 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.govfinfo/disclaimer.asp Version: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Job Address Contractor's Name -t,S L oo-, 11 O Low Slope O Asphaltic Shingles O New roof 0 Repair Low Slope Roof Area (SF) ROOF CATEGORY ❑ Mechanically Fastened Tile X Metal Panel/Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE 0 Maintenance x .. • . . . . . . ... . . . . .... .... . .... . . . . .... . ❑ Mortar/ ti ive Set'TaiI�S. • ❑ Wood SingIOs/Shakes • Reroofing • •••... • . • • . • •••.•. .. • •• • . . .. ❑ Recd eriifg 1 1 1 1 1 1 1 ....its .1 000010 •...p. • . ....I •...t. •I 1 1 Section B (Roof Plan) i Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers; overflow scuppers and overflow drains. Include dimen- i sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 ROOF SYSTEM INFORMATION Steep Sloped Roof AREA (SSF) 2O Total (SF) 2 S-60 ,i rier-Ee-, / --t1C/1/4. --- . 2, 18 I .1.1_,P. DP,:., ' -•--"'`n , la 1 Shores Village c-► i A DPflO\ FD Y D T 1 1A NlrG I EP ?Vu nc FM PT 7 t ' ! I 'III I t—: PAT' RFf IU1_h Tr, '1`; 1 i 1 1 1 1 i 1 1 1 1 1 1 1 INTERNATIONAL CODE COUNCIL FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. 3EAGLEVIEW Premium Report 3/21/2018 9377 NE 9th PI, Miami Shores, FL 33138-2973 Report: 22065010 ,LENGTH . MGRAM Total Line Lengths: Ridges = 56 ft Hips = 161 ft Valleys = 63 ft Rakes = 10 ft Eaves = 254 ft 21 18 18 6 17 10 18 Flashing = 7 ft Step flashing = 20 ft Parapets = 0 ft •••• • • • •• •.•• • • • •• • •••• • � • • • • • •••• • • • • •• • • • •••• • • • • •• •• •••• •••• • • • • • • • • • • • \ •• • •• • • • • •• • 18 N s • • • • • •• • • Note: This diagram contains segment lengths (rounded to the nearest whole number) over 5.0 Feet. In some cases, segment labels have been removed for readability. Plus signs preface some numbers to avoid confusion when rotated (e.g. +6 and +9). • p 2008-2018 Eagle New Technologies, Inc. and Pictomet,y International Corp. — All Rights Reserved — Protected by European Patent application No. 10162199.3 — Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. other Patents Pending. PAGE 4 'al Roof S;4 �aiu ET, A74- A FII.DAD "Delivering Excellence Every Day" Roof System Manufacturer: Miami -Dade County HVHZ Electronic Roof Permit Form Section D Metal Roof System jMETAL MASTERS Notice of Acceptance Number: ILI- on Minimum Design Wind Pressures, (from RAS 127 or Calculations): P 1: 13 9: 1 P 2: 68.1 P 3: )100.7 •••: Maximum Design Wind Pressures, (From the NOA Specific system): -1 b6. 5 psf • • • • • •• Fill in the specific roof assembly components. If a cornponent is not required, insert not appticable (n/a) t fire text box.. Roof Slope: Roof Mean Height: "112" 115 ft. Clip or Screw Spacing for Metal Roof Panel Attachment Field: 24 " o/c Perimeters: 0-1 Number of screws required per clip: Perimeter Width: ft. " o/c Corners: Screw Type, Size, & Gauge for Clip or Metal Panel Attachment: 14#10 PANCAKE HEAD FASTNERS 6 " o/c Deck Type: • i -5/8" Plywood • J • • Optional Nadable Substrate: • le • • • • • • • • • • • • • • • •• •• ••. • • • • • • •• Optional Nailable Substrate Attachment Meiitod:. • • • •• • •• • • • • Optional Insulation: Optional Insulation Attachment Method: Fire Barrier: 1ELK VERSASHIELD Underlayment Type: V#30 ASTM TYPE II Underlayment Fastener Type: 1 1/4 RS NAILS 6" OC AND 12" FIELD Optional Peel & Stick Membrane: Metal Roof Panel: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: 1-3" face 0.032. I_ ,. Itlr►cri Akkvi CI 1 1/4 RS NAILS Hook Strip/Cleat gauge or weight: 1— Select Hook Strip -- 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: This NOA is being issued under the applicable rules and'regulations governing the use of ccx olorAion materials. The. documentation submitted has been reviewed and accepted by Miami -Dade County RER - Prd,.xotc ontrol Section to be used in Miami Dade County and other areas where allowed by the Authority Having JurisdictitV(AHJ). • 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 shall not be valid after the expiration date stated below. The Miami -Dade Count? Vreduct Conttroi Section • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve $inigil=t to have this product • or material tested for quality assurance purposes. If this product or material fails to performin the 'accept$d.rayrler, the • • • • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify/ or suspend th•e uses • of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if+it �� • determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: PAC-150.032" x 12" thru 20" Wide Aluminum 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.: 14-0123.07 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) Aluminum Wood -166.75 psf . . . .. . TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Dimensions Specifications PAC-150 1.5" Length: various Aluminum Panel Height: 1-'1/2" Width: 12" - 20" (coverage) Thickness .032" Min. Yield Strength: 22 ksi. PAC-150 Clip Length: 2" Height: 1.625" Width: 0.875" Thickness 24 ga. . . • k�roduct• ..6tau'lption• .... • . . TAS 110 Corrosion resispht„Ajuminuin, preformed, standing seam. 'Coate$, prefi*nichld•panel!. • • TAS 110 Corrosion resistant, 24 gauge steel clip or 24 ga. stainless steel clip. EVIDENCE SUBMITTED: Test Agency Test Identifier Lab Form Lab Form 13-852 C8008.01-450-18 Test Name/Report ASTM B 117 ASTM G 23 TAS 100 TAS 125 Date 06/11/13 07/23/13 NOA No.: 14-0123.07 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 2 of 5 APPROVED ASSEMBLIES: System: PAC-150.032" x 12" thru•20" Wide Aluminum Panels over Plywood Deck Type: Wood, Non -insulated .... Deck Description: New Construction 19/32" or greater plywood or wood plank, or fpr re roofing i51y2: if great,, . . . 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 l less tlia $d'annular . • ring shank nails spaced 6" o.c. In reroofing, where the deck is leaisthan 19/32" thick . • (Minimum 15/32") The above attachment method must be in addition toaexistiig: t n liment. . . Underlayment: Minimum underlayment shall be an ASTM D 226 Type II instated 'viXh a mini 4" . side -lap and 6" end -laps. Underlayment shall be fastened with corrosion resgtauf tin -caps and 12 gauge 1 1/4" 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 underlayment having a current NOA. Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation # 1. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with the current published installation instructions and details in PAC Contractors Association's Installation Manual. Metal Panels and Install the "PAC-150 1.5 Aluminum Panel" including flashing penetrations, valleys, end Accessories: laps and 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 -99.25 psf -166.75 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 MIAMI•DADE COUNTY APPROVED NOA No.: 14-0123.07 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. fielg; Dtrimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhannedatening atynhanced •. pressure zones (i.e. perimeters, extended corners and corners). •..;. • 3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengt rs•slra4l be as described ii Roofing Application Standard RAS 133. ' • 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, Gity. State, and 114q follow4g2.. • statement: "Miami -Dade County Product Control Approved" or with the Miami-Dat• aunty Produdt'Contrd... Seal as seen below. All clips shall be permanently labeled with the manufacturer's lane and/or 4ogo, and/or • model. • MIAMIDADE COUNTY APPROVED • • • .. . .. . • • .. . 5. All products listed herein shall have a quality assurance audit in accordance with the Florida 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 109212207 from PAC Contractors Association. MIAMI-DADE COUNTY APPROVED NOA No.: 14-0123.07 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 4 of 5 0.875" PANEL PROFILE DRAWINGS 90DEGREE / SEAM CLIP PANEL SSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS PREP RED ROOF FASTENER PANEL CLIP .... . . . .... . . .. . . . .... • . . • .. . . .. . 180 / DEGREE j/ SEAM PANEL SSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS PREP RED ROOF END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED FASTENER NOA No.: 14-0123.07 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 5 of 5 • 8/1:5/20l4 • 'ff ONLINE CERTIFICATIONS DIRECTORY Page Bottom ,TGFU.R14293- Roofing Systems TGFU.R14293 Roofing Systems See General Information for Roofing Systems PETERSEN ALUMINUM CORP 1005 TONNE RD ELK GROVE VILLAGE, IL 60007-4817 USA Roofing Systems •••• • • • • ••.• • • • • •• • •••• • • •••• • •••• • • • • ••••R14291 •••• • • • • •• •• •••• • • • • • • • • • Coated Steel and aluminum panel identified as "Snap-On Standing Seam", "High Snap-On Standing Seam"."Snap+On Batten", "Integral Batten", "Redi-Roof Batten", "Redi-Roof Standing Seam", 'Snap -Clad", "Integral Standing Seam". "Tite-Li ? 'fi!e-Loc • Plus", "Edge-Loc" and "PAC-150". One or more layers of GAF "VersaShield Underlayment", mechanicaMWstIned or Los laid, • 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® . 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 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. 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 WR Grace "Ice and Water Shield" . Surfacing: — Steel or aluminum roofing panels, mechanically fastened. 4. Deck: NC Incline: No Limitations Insulation: — Polylsocyanurate, 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. 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 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 © 2014 UL LLC When the UL Leaf Mark Is on the product, or when the word "Environment" Is included In the UL Mark, please search the UL Environment database for additional information regarding this product's certification. • • http://database.ul.com/cg i-bin/XYVRemplate/LISEXT/1 FRAME/showpag e.html?name=TGFU.R14293&ccnshorttitle=Roofing+Systems&objid=1074352239&cfg id... 1/2 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" • 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 WHEN ALUMINUM PANELS ARE UTILIZED. • CUP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/8" MINIMUM THREAD LENGTH. • PLYWOOD DECK MUST BE A MINIMUM OF 5/8" 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 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 I SEALANT • • • • • • • • • • PAC-150 PANEL PAC-150 CLIP W/2- #10-13 FASTENERS (MAX 8" FROM Z") •• ••• • • • • • •• • • • • • • • • • •• • • • •• • • • •• • 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 • • • • • • • • • •• • . • • • (D COVER: HEMMED1"AND FULLY ENGAGED TOZ"CLOSURE. ® FIRST PANEL CLIP TO BE LOCATED A MAXIMUM OF 8" FROM "Z" COMPONENT. i)? Avg ,01 ,1% lv"C L ••• • • w •-• • • • • • • Isi • PAC-150 FLASHING DETAILS - P!yw ad•ick • VALLEY DETAIL (One Piece) #12-14x 1" FASTENER (6' O.C.) KEYNOTES: FLASHING COMPONENTS 0 THERMAL CLEARANCE ® VALLEY FLASHING 3 PAC-150 CLIP W/2- #10-13 FASTENERS (MAX. 8' FROM PANEL END) PAC-150 PANEL • 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 THREAD LENGTH. • PLYWOOD DECK MUST BE A MINIMUM OF 6/8" THICK. 0 VALLEY FLASHING FASTENED AT MAXIMUM 6" ON -CENTER SPACING. Q PANEL HEM THERMAL GAP CLEARANCE: MINIMUM 1 1/2" HEM WITH 1/2" CLEARANCE (CONSULT FACTORY). U FIRS.T PANEL CLIP TO BE LOCATED A MAXIMUM OF 8" FROM PANEL END. #10-14 x 1' FASTENER (6' O.C.) PLYWOOD DECK .. ..• . . . • • .• • . • • • . • • • • • • . • • • •• .•. •• • . • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • PAC-150 FLASHING DETAILS a Ply 13e • • . • • • ••• •..• .•• . • EAVE DETAIL PAC-150 PANEL PLYWOOD DECK Q1 #10-14 x 1" FASTENER (12"O.C.) KEYNOTES: PAC-150 CLIP W/2- #10-13 FASTENERS (MAX. 8" FROM EAVE) • 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 THREAD LENGTH. • PLYWOOD DECK MUST BE A MINIMUM OF 6/8" THICK. Q EAVE FLASHING HEM EDGE: 1 12" MINIMUM. • PANEL HEM AND THERMAL GAP CLEARANCE: MINIMUM 1 12" HEM WITH 12" CLEARANCE. (CONSULT FACTORY). © FIRST PANEL CLIP TO BE LOCATED A MAXIMUM OF 8" FROM EAVE. Q4 ROOF SIDE FLANGE SHOULD BE STRIPPED IN WITH APPROVED UNDERLAYMENT. ® CLEAT: 24 GA. MINIMUM. FLASHING COMPONENTS FIELD CUT & BEND RETURN IN PANEL. APPLY SEALANT & HOOK RETURN OVER EAVE FLASHING. EAVE FLASHING #10-12x 5/8" FASTENER (12" O.C.) CLEAT (24 GA. MIN.) •. ••. • . • • • •. • • • • • • • • • •• • • • •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • Ma .11 AAA PAC- d 50 FLASHING DETAILS - PIy 4oi e, l ••• RAKE DETAIL PAC-150 CLIP W/2- #10-13 FASTENERS PAC-150 PANEL -\ #10-14 x 1" FASTENER (12" D.C.) SEALANT PLYWOOD DECK KEYNOTES: v QQ #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 WHEN STEEL PANELS ARE UTILIZED; STAINLESS STEEL WHEN ALUMINUM PANELS ARE UTILIZED. • CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/8" MINIMUM THREAD LENGTH. • PLYWOOD DECK MUST BE A MINIMUM OF 6/8" THICK. Q 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. 3 CLEAT: 24 GA. MINIMUM. FLASHING COMPONENTS 01 RAKE FLASHING p #10-12 x 5/8" FASTENER (12" O.C.) 3Q CLEAT (24 GA. MIN.) .• • • • • • • •• • . • • • •• • • • •• • • •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • •.• • • • • • • • •'1 • • •• • • •• . • • •• • • • • • • •.•• ••• .••• • PAC-150 FLASHING DETAILS - PI i • PEAK DETAIL PAC-150 CLIP W/2- #10-13 FASTENERS (MAX. 8" FROM Z") PAC-150 PANEL KEYNOTES: 3/4" TURN -UP 02 SEALANT (AT VERTICAL LEG & UNDER "Z") PLYWOOD DECK 0 #10-14 x 1" FASTENER - • 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 WHEN ALUMINUM PANELS ARE UTILIZED. • CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/8" MINIMUM THREAD LENGTH. • PLYWOOD DECK MUST BE 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: 11/4"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 'Z" • TUBE SEALANT PLACED AT BACKSIDE OF VERTICAL LEGS • 1" TAPE WIDTH OR 1/2" BEAD WIDTH PRIOR TO COMPRESSION • PEAK FLASHING: HEMMED 1"AND FULLY ENGAGED TO "Z" CLOSURE. ® FIRST PANEL CLIP TO BE LOCATED A MAXIMUM OF 8" FROM "Z" COMPONENT. "'i CLEAT: 24 GA. MINIMUM. PEAK FLASHING #10-12 x 5/8" FASTENER (12" O.C.) CLEAT (24 GA. MIN.) •• ••• • • • . • • • • • • • • •• • • •• • • • •• • • • • • • • • • • • • • • • •.• • • • •• • • •• • • • • • ••• • ••• • • • • ••• • • • • • • • • •.• •• • • •• • •.•. . PAC-150 FLASHING DETAILS - Plym• •o• H19dck. • •• . ..• • • FLASHING COMPONENTS HEADWALL DETAIL IN/ RECEIVER SAWCUT • ® FASTENER (12" O.C.) EXTEND UNDERLAYMENT UP WALL 3/4" TURN -UP J` #10-14 x 1" FASTENER 0 SEALANT (AT VERTICAL LEG & UNDER 2") KEYNOTES: COUNTER FLASHING W/REGLET & 7" CLOSURE PLYWOOD DECK 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. • CLIP AND FASTENER MATERIAL: GALVANIZED WHEN STEEL PANELS ARE UTILIZED; STAINLESS STEEL WHEN ALUMINUM PANELS ARE UTILIZED. • CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/8" MINIMUM THREAD LENGTH. • PLYWOOD DECK MUST BEA MINIMUM OF 5/8" THICK. 0 "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) o FASTENING LEG: 11/4"MINIMUM TOP LEG: 112" MINIMUM • • 'Z" MUST BE CUT TO TIGHT FIT OF PANEL DIMENSION: 1/8" MAXIMUM GAP ® SEALANT o 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 • • • • • • • • • • • al COUNTER FLASHING: HEMMED 1"AND FULLY ENGAGED TO "Z" CLOSURE. • • • • • • PAC-150 PANEL FLASHING COMPONENTS •• ••• • • • • • •• 3 FIRST PANEL CLIP TO BE LOCATED A MAXIMUM OF 8" FROM "Z" COMPONENT. • • • • • • • • • •• • • • •• • • • •• ••• •• •• •• •• •••• •• •• PAC-150 FLASHING DETAILS - PIywop ;oj dk •••• •.. •• • • •• ••. RAKE WALL DETAIL WI RECEIVER SAWCUT 0 FASTENER (12" O.C.) 4' kr EXTEND UNDERLAYMENT UP WALL KEYNOTES: RAKE FLASHING W/ REGLET & "J" CLOSURE FIELD FORM PANEL LEG TO I.D. OF "J° CLOSURE '=1 PAC-150 CLIP W/2- #10-13 FASTENERS PAC-150PANEL —Q #10-14x 1"FASTENER (12°O.C.) -0 CONTINUOUS SEALANT PLYWOOD DECK .. •.. . . . • • •.• • . • • • • • . FLASHING COMPONENTS • 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 THREAD LENGTH. • PLYWOOD DECK MUST BEA MINIMUM OF 5/8" THICK. • ••• • ••• RAKE FLASHING: • • • •• • • • • • • PANEL LEG MUST BE FORMED TO WITHIN 1/8" OF J-CHANNEL WEB. • • • • • • • • • • • s" . c • DECK SIDE LEG SHOULD BEA MINIMUM OF 3" LONG WITH FASTENER LOCATED 2" MAXIMUM FROM EDGE. • • • • • • • • • • ` ".,; • J-CHANNEL FORMED TO HEIGHT OF PANEL RIB. • • • • • • • • Fl"}, r IrI..•: fr. ,r;, E1 Q SEALANT CAN BE TUBE OR TAPE SEALANT AND MUST BE CONTINUOUS. s i ' �.n - �,a L. ••• • • • • ••• • • PAC-150 FLASHING DETAILS o Ply o � ••• • • • ••• . . ROOF TRANSITION DETAIL 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 #10-14 x 1" FASTENER (12' O.C.) Q #12-14 x 1 ° FASTENER (12° O.C.) Q #12-14 x 1" FASTENER (6° O.C.) PLYWOOD DECK THERMAL CLEARANCE O SUPPORT PLATE 3/4" TURN -UP C) #12-14 x 1" FASTENER 20 SEALANT (AT VERTICAL LEG & UNDER "Z") KEYNOTES: TAPERED RIGID ISO TO FILL VOID TRANSITION FLASHING W/ "Z" CLOSURE RIVET (6" 0.C.) • 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 THREAD LENGTH. • PLYWOOD DECK MUST BE A MINIMUM OF 5/8" THICK. 0 "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 ® 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 Q3 TRANSITION FLASHING: HEMMED 1"AND FULLY ENGAGED TO "Z" CLOSURE. • FIRST PANEL CLIP TO BE LOCATED A MAXIMUM OF 8" FROM '2" 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 Pl• y t •se • •c C ••.• � �ci.l iir PANEL LAP DETAIL NOTCHED PANEL PAC-150 CLIP • NOTE! LAPS MUST BE STAGGERED 2' OR 4'. i - PANEL CLEAT - PANCAKE HEAD FASTENERS EQUALLY SPACED. 4 EA. FOR 10' & 12" O.C. PANELS, 6 EA. FOR 16" & 18" O.C. PANELS. CONTINUOUS BEAD OF SEALANT . • 000 • . . . . • • • • • • • • •• ••• •. • • •. • •.. • •.• • • .• . . • • • • • . • • • • • . . • • • •• • . •• • . • • . ••• • • • . • 000 • • • • 000 • • PAC-150 FLASHING DETAILS •• .•. ••• ,•„ • FIELD BEND PANEL DETAIL ACTUAL TAB LENGTH DETERMINED BY PANEL LENGTH USE HEMMING TOOL TO FIELD -BEND TAB UNDER PANEL • . .. • .. ... .. . . . .. • ••• • ••• • • • • • • • • • • • • • • • • • ••• • • • • • •• •• • • •• •• •• •• • • • • • • • PA -CIA 12 ••• • • PAC-150 FLASHING DETAIL • . • •••: ••• • • • ••.. . • • ••• •• •• • • • • • • • • • • • • • • • • • • • • ••• •• • •• •• • • • •• • • • ••• •• • •• • • •• • •• • •• • • • • • • • • • • =20J1: raNEL.•9.1tYLF IA16 VARY. • • • • • • • • • • • • • • • • • • • • • ••• • VENT PIPE (BY OTHERS) SHOULD BE CENTERED IN THE FLAT ••• • 4 �i�ERAOF. NEl.• • • • • • SEAL AT TOP PER PIPE BOOT IV!ANJFA•ClINEFIIS RECOMMENDATION AND INSTALLATION GUIDELINES 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 MANUFACTURERS 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 • • • • 11 • fi 4w ? r„ • -�r'.r.J " ;,..is y ^S r'7'1 d• .'P' 5 ••• . �. • Ceti' ti •. • , • 1-1 •F3r r}14. mot ROOFING SHOP DRAWINGS BY PAC CLAD PETERSEN ALUMINUM CORPORATION 102 NORTHPOINT PARKWAY. BLDG 102 ACWORTH. GA 30102 PH: 77A427.6370 FAX: 770420-2533 JOB DETAIL TYP VENT PIPE DETAIL SCALE N.T.S. ARCH REFERENCE FILER DLT DATE SHEET