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RF-13-2817
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 204661 Permit Number: RF -12 -13 -2817 Scheduled Inspection Date: May 01, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: BRUCE & DEBORAH KORRAY, BRUCE Work Classification: Tile 2 nConowu V^00AV Job Address: 973 NE 95 Street Miami Shores, FL Phone Number Parcel Number 1132060143130 Project: <NONE> Contractor: MORTON ROOFING INC Phone: (954)783 -5883 amiamg ueparmtent comments RE -ROOF CONTRETE TILE EAGLE WHITE ON WHITE I BEL AIR INSPECTOR COMMENTS False Inspector Comments Passed �s "E Failed Correction a Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 30, 2014 For Inspections please call: (305)762 -4949 Page 4 of 24 .... om� RE: Permit # RR 2 -13 -2817 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT I John B. Morton III licensed as a (n Contractor Engineer /Architect, (Print name and cards License Type) FS 468 Building Inspector License #: -QCC011043 On or about 1 -24 -14 Q 1:00 PM , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at 973 N E 95th Street, Miami Shores, FL 33138 (complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this 24th day of s. Tuuv Mr coMld11ss1oW �EE43B� F h EXPIRES: NOV 21, 2014 Notary Public, Sate of Florida at Large Bantl ®d Through 1st Stat®Insuranc® *General, Building, Residential, or Roofing Contrackn or any individual certified under 468 F.S. to make such an Inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for eaO inspection Revised on 50120QA April 30, 2014 Morton Roofing, Inc. 500 N.W. 12th Avenue Pompano Beach, Florida 33069 RE: TAS -106 THE UPLIFT TESTS Proposed Roof Korray Residence 973 N.E. 95th Street Miami Shores, Florida Dear Sir or Madam: ENGINEERING & TESTING, INC. Phone: (866) 781 -6889 *Fax: (866) 781 -8550 wwwJ loridaenginecringandtesting.com 250 S.W. IP Avenue Pompano Beach, FL 33069 Job Order No.: 14 -1354 Permit No.: RF12 -13 -2817 In accordance with your authorization, Florida Engineering & Testing Inc., has performed Tile Uplift Testing in compliance with Testing Application Standards TAS -106 and the Florida Building Code High Velocity Hurricane Zone on April 29, 2014, at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of concrete flat tile foam set. The pitch of the subject roof is 4/12. Our field engineer's representative visited the site and conducted eighty -five (85) uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS -106 using an Intercomp scale model CS200. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Result 1 - 15 Corner See Attached Diagram 35 f 5 pounds Passed 16 - 43 Perimeter See Attached Diagram 35 f 5 pounds Passed 44 - 67 Field See Attached Diagram 35 ± 5 pounds Passed 68 - 85 Ridge & Hip See Attached Diagram 35 f 5 ounds Passed t� � ��fi �Cadit� , Assurance Page 2 April 30, 2014 Job Order No. 14 -1354 Morton Roofing, Inc. Korray Residence 973 N.E. 95 I Street Miami Shores, Florida: Of All test results were found to be in compliance with TAS -106 and the Florida Building Code (see attached field sketch). The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a final roof inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Florida Engineering & Testing, Inc. (FE &T) is an independent third party providing un- biased testing information and results. FE &T is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Florida Engineering & Testing, Inc., appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. We would be pleased to help in any way we can. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, y '7 v/ / tj Rezh4-9vid.E. Florida Engineering & Testing, Inc. Florida Reg. No. 60223 Certificate of Authorization No. 6923 Sb2� BUILD GIN Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type: BUILDING DEC 1,7 2013 FBC 20 Permit No. Master Permit No. F ROOFING Jos ADDREss: 973 NE 95th Street City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcew 11- 3206 - 014 -3130 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Bruce or Deborah Kgrray Phone#: (305) 807 -2733 Address:973 NE 95th Street city: Miami Shores State: Florida Zip: 33138 Tenant/I.essee Name: N/A Phone#: Email: CONTRACTOR: Company Name: Morton Roofing, Inc- Phone#: 954- 783 -5883 Address: 500 NW 12th Avenue City: pompano Beach State: Florida Zip: 33069 Qualifier Name: _John B. Morton III - Phone#: 954 -296 -1185 State Certification or Registration #: CCC011043 Certificate of Competency #: Contact Phone#: 954- 783 -5883 (Jill) Email Address: J1�g,mortonroogng.com DESIGNER: Architect/Engineer: N/A Phone#: Value of Work for this Permit: $ Square/Linear Footage of work: 3.000 Type of Work: DAddition O alteration/ ONew Repair a lace ODemolition Description of Work: llq e — LJ,a-re 6�j 040C- Submittal Fee $� Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 3 I b. ©b N .J N ,k - . ft ,Bonding Company's Name (if applicable) NIA Bonding Company's Address City State Mortgage Lender's Name (if applicable) NIA Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 CONIlVIENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EMPROVEMENTS 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. J Signature D - Agent The foregoing instrument was acknowledged before me this 14th day oCecember201,3, by Bruce Komy , who is personally known to me or who has produced EL DL As identification and who did take an oath. NOTARY PUBLIC: Sign: Print Jill S. TulhtZ My Commission Expires: APPROVED BY JILL S. TULLY MY COMMISSION #EE43885 EXPIRES: NOV 21, 2014 Bcnded through lot State Insurance Contractor The iregoing instrument was acknowledged before me thidAth day of December . 2013, by John B. Morton 111 who is personally known to me or who has produced NIA as identification and who did take an oath. l�Plans Examiner NOTARY PUBLIC: Sign: Print: Structural Review Clerk (Revised 3112/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15109) JILL S. TULLY My Commission beF" p�B4 MY COMMISSION #EE43885 EXPIRES: NOV 21, 2014 ft�,Ad ihrngh 1St State lUSUrarICe Ua����sa������������x���sam� +e��ae��•�s�a�s��e�����s�x Zoning Structural Review Clerk (Revised 3112/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15109) Miami Shores Village 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 Date: 11 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owners Name: Bruce Korray Property Address: 973 NE 95th Street Roofing Permit Number: Dear Building Official: I Bruce Korray certify that I am not required to retrofit the roof to wall connections of my building because: K The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ 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) rJ Bruce Korray Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 14th day of December, 201 JILL S. MLY MY COMMISSION #EE43885 � EXPIRES: NOV 21, 2014 Beaded through 1st State Insurance Notary Public, Sate of Florida at Large J1,4 fl, # OP1 • When the just valuation of the structure for purpose of ad valorem taxation is equal tD Wmore than $300,000.00, and the buhlding was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall cDnnnecdon Hurricane Mitigation. Revised on 512100 12/13/13 P q)"Search - Report y,3 MIAMI -DADE COUNTY PROPERTY APPRAISER Carlos Lopez-Ca'ntera PROPERTY APPRAISER Property hiformadtm: Folio 11 -3206- 014 -3130 Property Address 973 NE 95 ST Owner Name(s) BRUCEKOFFtAY DEBORAH KOlMY Mailing Address 973 NEW ST MIAM SHORES FL 33138 Prlmary Zone 1400 SGL FAMILY - 3001 -3260 SQ Use Code 0101 RESIDENTIAL - SWG.E FAMLY :1 LWT Beds/SathelHalf 21110 Roors 1 L.hftg Units 1 Adj. Sq. Footage 1,881 Lot Size 14,300 SOFT Year Built 1941 Full Legal Description 5-66342 MIAMI SHORBS SEC 3 FB 10-37 LOTS 24 & 25 BLK 76 LOT SIZE 100.000 X 143 OR 21199-3997 04 20031 Assessment hiformation: Year 2013 2012 Land Value $161,236 $171,708 Building Value $124,372 $170,912 Market Value $305,610 $342,620 Assessed Value 1 $305,6101 $342,620 Benefits Information: Benefit Type 2013 2012 Homestead 6cemption $25,000 $25,000 Second Homestead ftemption $25,000 $25,000 Note: not all benefits are applicable to all Taxable Values (to County, School Board, City, Regional). Disclaimer: AAerial ftaftrq*y 2M Tasable Value Information: Year 2013 2012 Esemptton/ Taxable Bmmptkmt Taxable County $50,0001$255,610 $50.W0/$292,620 School Board $25,==W,610 $25,GWM17,620 city $50,0004255,610 $50,292,620 Regional $50,000/$255,610 $50,000,620 Sale hiformation: Date Amount ORBook -Page Cmallficatlon Code 07/29/2013 $550 ,000 28754 -4955 dual by exam of deed 04/05/2012 $325,000 28082 -4997 Quai by exemof deed 0410112403 $359,000 21199-3997 2008 and prior year sue; Quel by examof deed 07A)111995 $172,500 1728740853 2006 and prior year sates; Q ual by exam of deed The Office of the Property Appraiser andMismi -Dade County are continually editing and updating the tax roll and QS data to reflect the latest property information and QS positional accuracy. No warranties, eapr =d or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cam of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County fall disclaimer and User Agreement at http:/Avwwmnmuk&gDv/mfb/&sclmmer.asp. Property information inquiries, comments, and suggestions email: pawJmuut@miamida&.gov QS inquiries, comments, and su scions emau7: es@odmnida&.gov Generated on: Fri Dec 13 2013 gisvteb rr> wddade godPrgx reAmcWprird Map.htm 1/1 Korray Residence Korray Residence 973 NE 95th Street 973 NE 95th Street. a Irani Shores FL 33138 Miami Shores t X331 MB: (305) 807-2733 Page 1of 3 INSTALLING A HIGHLY UPGRADED STUART SERIES STANDING SEAM ROOF 30 YEAR WARRANTY Consumer Protection: 1. Morton Roofing will furnish the owner with an insurance certificate made directly to the owner. Liability limit are as follows: $1,000,000.00 bodily, property damage $1,000,000.00. Morton Roofing is fully covered by workers compensation to the limits allowed by State of Florida. 2. IMPORTANT: My high - quality roofing contractor, with good financial stability will be able to supply you with a copy of their COMPLETED OPERATIONS INSURANCE. - - This insurance is for the customer's protection! MORTON ROOFING shall keep COMPLETED OPERATIONS INSURANCE in force, for at least 3 -years after your roof completion. INSIST ON COMPLETED OPERATIONS INSURANCE. - - - Without this insurance, your roofing contractor is not fully Insured if you incur property damage, or damage to interior belongings Ill 3. Local, State and Federal regulations, safety standards and codes shall be followed. The stricter document shall be followed when a conflict exists. 4. Prior to commencement of work, Morton Roofing will furnish all necessary permits for new roof installation. 5. Morton roofing will do everything necessary to protect the customer's property; such as, but not limited to, tarps, trash chutes and plywood coverings. Roof Removal: 1. Remove the roof, in stages, down to the original wood sheathing. 2. Re-nail All sheathing and replace up to 100 Iineallsquare feet of wood.sheathing, if rotted, at no extra charge. The existing sheathing must be re- nailed to conform to the Florida Building Code. 3. Chalk lines on rafter centers to insure correct placement of new sheeting nails. Any missed rafters and the sheathing nails will back out of roof causing roof failure. 4. Reset all existing sheeting nails pulled back up by years of structure movement due to the heat and the roof removal process. 5. Decks to be dry, smooth, swept fine of all dust, dirt, grime, debris, and kept clean of foreign materials and obstructions. 500 NW 12' Avenue Pompano Beach, FL 33069 Ph: 954 - 783 -5883 — Fax: 554 - 783 -6629 800- 584 -ROOF (7663) New Roofs • Roofs • Repairs Residential • commwdai Owner Information License # CCC 011043 -The Oldest State Roofing License in FL- Job Information 6. No more roof area will be removed, in one day, than can be kept watertight. 7. A watertight tie -in will be laid at the finish of each day. Perform Hurricane Mitigation Retrofit Upgrade: A 1. Provide access for General Contractor to perform the following work. 2. Clean area and remove roof and roof sheathing material as needed to provide access to the trusses. 3. Inspect trusses for any sign of damage or defects. 4. Make reparations to damaged trusses, scab any rotted trusses as applicable. 5. Install new roof to wall connections as per the CURRENT Florida Building Code & Hurricane Mitigation Retrofit Manual. 6. Connections to be made with Simpson "Strong Tie° (Straps), as necessary or as chosen by the homeowner. 7. We will dean up the grounds, and premises to MORTON ROOFINGS rigid dean -up specifications. 8. All work to be inspected by a licensed professional who will be responsible for the documentation that accompanies the retrofit upgrade. Sub Roof installation: 1. To solid sheathing, tin-tag (nail, no staples) one (1) layer of U.L. rated #30 felt (NOTE: U.L. #30 felt has a stronger supporting mat than regular #30 felt or #43 base sheet.) 2. Install Versa Shield felt to achieve a class "A" fire ratingl 3. End of base ply shall be secured and entire sheet shall be pulled taut, and opposite end of sheet shall be secured to hold In place. 4. Fasteners shall be placed in required quantity and pattern to comply with new Dade County protocols and NOA of manufacture. 500 NW le Avenue xv- . Pompano Beach, FL 33069 71 Ph: 954 -783 -5883 - Fax 954 -783 -5629 800 -584 -ROOF (7663) 6, . • t New Roofs • Rvoofs • Re /rs RestdoWal • Gommerelal Owner Informadon License # CCC 011043 The Oldest State Roofing License In FL— Job Information Metal Installation: Sunlast Stuart Series *k� 24g Galvalume panels 1. Comply with manufacturers standard instructions and conform to standards set forth in the Architectural 2. Sheet Metal Manual published by SMACNA, in order to achieve a watertight installation. 3. Install panels in such a manner that horizontal lines are true and level and vertical Ones are plumbing. 4. Install all trim before installing roof panels; do not walk on the completed roof. 5. Remove protective strippable film prior to installation of roof panels. 5. Attach panels using manufacturer's standard dips and fasteners. 6. install sealant(s) for performed roofing panels as recommended by the manufacturer. 7. Do not allow panels or trim to come into contact with dissimilar materials. 8. Protect installed roof panels and trim from damage caused by adjacent construction until completion of installation. 9. Remove and replace any panels or components, which are damaged beyond successful repair. 10. Exposed edges are permissible due to the galvanic action of the system where the zinc migrates to protect the exposed material. However, efforts should be made to reduce the amount of exposed edges. Cleaning: 1. Clean any grease, finger marks or stains from the panels per manufacturer's recommendations. 2. Remove all scrap and construction debris from the site. Technical Notes: 1. Due to the inherent qualities as it relates to natural weathering, it is an acceptable industry standard for mill finished galvalume to show variations in its shade of color from panel to panel after installation.. None of the above affects the structural integrity of the finished product and is not acceptable reason for rejection. Mortar Roofing assumes no responsibility for any unsatisfactory look that can possibly result from this substrate. 2. A certain amount of waviness, called oil canning, is inherent in any product manufactured form coiled sheet metal. The amount of oil canning can vary due to several factors. Uneven substrates over which panels are applied, the width of the panel, the color choice and even weather conditions. Minor oil canning of a panel does not affect its structural Integrity and is no sufficient cause for rejection. 3. Stiffening ribs will normally decrease the potential for oil canning and are highly recommended. 500 NW I e Avenue Pompano Beach, FL 33069 Ph: 954-783-M3 — Fax: 954- 783 -5629 800- 584 -ROOF (7663) ... Now Roofs • Reroofs • Repairs License # CCC 011043 NO r /t/8 ResldenW • Caudal The Oldest State Roofing License in FL— Ahdftlstamalow Owner Information Job Information Guarantee: 1. Morton Roofing guarantees this highly upgraded METAL, roofing system for a full TEN (10) year(s) against leaks due to labor and/or materials. 2. Owner shall receive a THIRTY (30) year manufacturer's metal guarantee including coverage of materials and labor, subject to manufacturer's normal terms and conditions. 3. Morton Roofing has installed over SIX million square feet of METAL roofing systems, with no failure. Investment: • Investment for new standing seam Stuart Series Roof with mitigation: $28,000.00 • Cost for Engineering and Engineer's mitigation report: $ 350.00 1-- e- • Y rene cessing fee: _ $ 850.50 d, 6.NOTE: If, when the roof is opened, it is determined that the roof to wall connections are already in place, a discount 2,400.00 will be applied to the last Dar+men Terms: t?� IIVJ$ q� • D �- ueupon acceptance of proposal: � 7,300.13 Balance due upon delivery of all releases and warranties $21,900.37 (awning in back of home must be removed by others prior to start of work Price includes a $250.00 permit fee allowance. owner agrees to pay balance of permittlng fete,. Plywood is charged @ $4.50 per sq. foot 1x Fascia and g boards are charges @ $4.50 per lineal foot All 2x Lumber @ $6.50 per lineal foot Add $4.00 for Cedar Lumber --Ili( JILL S. TULLY MY COMMISSION #EE44 EXM S: NOV 21, 2014 Banded throuhl'i tat State Insun ,VV (y Represedal1w. Date:' lL5 Cbmwy nce Date: / - Date: "m V& lob Is a Oem OF amt sire aye cW to the cwnWW tatdch ade be our orb to appwtea by our CmVoy President the 606 agreement or the pang This =*ad nmM win drawn wdm signol by the Comps W Rodent Sqs SEoW 30 Sqs Salesman KELLY 500 NW 12"' Avenue Pompano Beach, FL 33069 Ph: 954- 783 -5883 — Fax: 954 - 783-5629 800584 -ROOF (7663) CERTIFICATE OF LIABILITY INSURANCE 1/7/2014 producer Lion Insurance Company 2739 U.S. Highway 19 N. This Cartificalle is issued as a matte' of iMbrmation only and confers no rigs upon the Cerliticate Homer. This Cerdficate does not amend, extend Holiday, FL 34691 or altertthe cwAmqe aftrded by the policies Below. Insurers Affording Coverage NAIC # (727) 93 8-5562 Insured: South East Personnel Leasing, Inc. & Subsidiaries InsurarA Lion I►rsurance Company 11075 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer B: insurer C: Insurer D: Insurer E: Coverages The policies to which Me listed to twebean ued to the � Policy n any M, term orcandillon contract or 01110rdOCumelft maybe Issuad or may pertain, the Insurance atfordctt by the policies described herein Is sub)edto all the term, excluslons, and amrd� of such policies. Aggregate Mats shown may have been reduced by paid claim. INSR LTR ADDL aVSRD T of Insurance � Policy Number � Policy Effective Date Policy Expiration Date Limb (N9M/DD/YY) M/D fTi GENERAL LU4BILITY Each Occurrence Commercial General Liability Claims Made [3 Occur Damage a i to rented °rams (F ► s Met F_rrp eral aggregate Gmft applies per Personal Adv Injury General Aggregate Peucy 0 P-laot O Loc Products - Comp/op Agg PT UIOMOBILE LIABILITY combined single Undt Any Auto (EA Accident) Body Irlwy All Owned Autos scheduled Autos {Per Person) buy I*ry Hired Autos Non -Owned Autos (Per AccldeM) Properly Damage Per Accident) EXCESStUMBRELLA LIABILITY Each occurrence Occur [] claim Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2014 01/0112015 X WC ;=- I OTH. Employers' Liability tury Limits ER E.L. Each Accident $110W.Wo Any Proprietoriparinerlexecutive officer /member excluded? NO E.L. Disease - Ea Employee $1,0011) 040 If Yes, describe under special provisions below. E.L. Disease - Policy Limits $1.001)WO Other Lion Insurance Company is A.M. Best Company rated A- Excellent AMR # 12616 Descriptions of Operations /L onsiVohiales/Exafusions added by EndorsemertUSpecial Provisions: Client 111 811-65-712 Coverage only apples to active emplayea(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client C)mpar : Morton Rooting, Inc. Coverage only applies to tnjuuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active emp s ,', while wortdng in: FL. Coverage does not apply to statutory employee(s) or independent eontrador(s) of the Client Company or any other entity. A fist of the active employees) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by caging (727) 938 5562. Project Nainei FAX 305- 758 -89721 ISSUE 01 -07 -14 (CF) BeWn Dote 11 14 2012 CERTIRCATE HOLDER CANCELLATION MIAMI SHORES VILLAGE Should any of the above descri Md®s be cancelled before the etipirafien date thereof, the Issuing BUILDING DEPARTMENT insurer will endeavor to mail 3 days written notice to the cerMlicatis holder named to the Weft, bid failure to do so shall Impose no obligation or Itstsfittp of any kind upon the Insurer, b agenda or repyeserdsilves. 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 r Ipt F erli-Rell- Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. 1 Process No. Morton Roofing, Inc E 95th Street 2 Q`. W ROOF CATEGORY u 510 _ ❑ Mechanically Fastened Tile W s ❑ Metal Panel /Shingles I L %51A JAN 1.3 11 Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 0 0 ROOF TYPE 2 P° if W M Reroofing ❑ Recovering ❑ Repair ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) �c 0 2,831 Total (SF) 2,83.1 SECTION B (Roof Plan) istrate all levels and sections, roof drains, scuppers, overflow Dw drains. Include dimensions of sections and levels, clearly of elevated pressure zones and location of parapets. • • • •• •• • • • •• •• ••• • • • ••• • • m 0 -p A C � rc� V _S ® E CL 9 C. �W ❑ ow ❑� hi ti, p E LL' ❑0 ear ' CL o Process No. Morton Roofing, Inc E 95th Street 2 Q`. W ROOF CATEGORY u 510 _ ❑ Mechanically Fastened Tile W s ❑ Metal Panel /Shingles I L %51A JAN 1.3 11 Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 0 0 ROOF TYPE 2 P° if W M Reroofing ❑ Recovering ❑ Repair ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) �c 0 2,831 Total (SF) 2,83.1 SECTION B (Roof Plan) istrate all levels and sections, roof drains, scuppers, overflow Dw drains. Include dimensions of sections and levels, clearly of elevated pressure zones and location of parapets. • • • •• •• • • • •• •• ••• • • • ••• • • m 0 -p A C � rc� V _S ® E CL 9 C. �W Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Eagle Product Approval Number: 11- 0321.02 Minimum Design Wind Pressures, If Applicable (Fro RAS 127 r Calculations): Pi: -39.1 P2: -68.1 133: 400.7 Maximum Design Pressure Product Approval Specific System: 40.4 (Moments) Method of Tile Attachment: Polyfoam - NOA =12- 0228.18 Steep Sloped System Description Deck Type: Roof Slope: 4 :12 Wood Underlayment: 30# ASTM NIA Ridge Ventilation? NIA .. ... . . . .. .. ERdoPUbight ..' 14' . ... ...... ... . .. . . . . . . . . . .. .. one .. 69* ... . . .. .... . . ..... . .. . . ...... . .... Type & Spacing: 1114" Galy Ring Shank Nails 6" on laps, 2 rows 12" O.C. ;Ive Type: Asphalt Type Cap Sheet: Certainteed SBS NOA -10- 0119.01 Covering: TILE Type & Size Drips Edge: 3"x3" White Galvanized Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compare the values for Mrwith the values from Mf. If the M,values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method Is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (131:45.1 x a 10.87 =14.88 t - Mg: 7.59 = Mr, 3.28 Product Approval Mf 40.4 (p2:78.6 x a 18.93 = 25.94 1-M,:7.59 =M,11.34 Product Approval Mf 40.4 (P3 :11 9Y x A 27.99 = 38.35 ) _ Mg: 7.59 = Mr3 20.4 Product Approval Mf 40.4 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below 28 Product Approval Mf 40.4 Mf Requi rad Moment Resistance* Mean Roof Height -► Roof Slo 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 1 30.0 *Must be used In conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for P with the values for F,. If the F values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method Is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = x w:= _) - W: x cos & - = Fr, Product Approval F (P2: x 1: = x w:= _ ) - W: x cos 0: - = Fi2 Product Approval P (P3: x 1: = x w:= _) - W: x cos 0: - = Fri Product Approval F' • • • • • • • • Where to Obtain Information Description Symbol Where to find Design Pressure Pi. or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 • • • • • • Meek Roof Npig • H Job Site • • • •R f §Iodb a Job Site • • Nitdbarllc fAllpileiO A Product Approval ReoloAng Mbfhent tlue to G►avk" Me Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mr Calculated -101filmurn Wchffi&j Res] ce • • F Product Approval • Jteqtded R%plst4ce • Fr Calculated • • •l ve iFTile We nt • • W Product Approval Tile Dimensions I = length w = width Product Approval sAll palculeWorip ;;stjV,@ubjnttted jo the Building Official at the time of permit application. • • • • 000 •• •• • • • •• •• • • • ••• • • r -r- COU T'f BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation 1400 Union Meeting Road P.O. Box 1100 Blue Bell PA 19422 �/3 -, 28/ 7 - vosiot! MIAMI DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Underlayment Systems 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 dispjaxqA tbeg it shQ by dgge in its entirety. • • • • • • AM d=* W::ncWof this entire NOA shall be provided to the user by the manufacturer or its distAbak and s'ha'll Wmeilhble for inspection at the job site at the request of the Building Official. This revises NOA # 08 -0807.18 and consists of pages 1 through 6. The mitiad d®onment�on was reviewed by Alex Tigera. ... . . : . NOA No.: 10- 0119.01 coin ' Expiration Date: 11/24/14 Approval Date: 05 /05/10 • • • • . • APPROVEDI_ ... . • Page 1 of b • . . ROOFING COMPONENT APPROVAL Cateaory Sub- Cateaory Material: Roofing Underlayment SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description WinterGuard HT 36" x 66.7' rolls ASTM D 1970 Modified fiberglass reinforced, bituminous Weight 45 lbs sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield WinterGuard Granular 36" x 65' rolls ASTM D 1970 Granular surfaced modified, fiberglass Weight 721bs reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield WinterGuard Sand 36" x 65' rolls ASTM D 1970 Embedded sand surfaced modified, fiberglass Weight 72 lbs reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield Black Diamond's 39 3/8" x 68' 7 "; ASTM D 1970 Granular surfaced modified, fiberglass Base Sheet Weight: 76 lbs. reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Not for use as an Anchor Sheet. Direct adhesion to wood deck not permitted in the HVHZ. Flintlastic GTA 39 3/8" x 32' 10 ", ASTM D 6222, Granule surfaced APP Modified Bitumen Weight: 105 lbs. Grade G, Type I membrane with non -woven polyester mat reinforcement for torch application. All Weather/Empire 39 3/8" x 65' 10 ", ASTM D 4601 Asphalt coated fiberglass reinforced base Base Sheet Weight: 70 lbs. Type II sheet. Flintlastic SA Cap FR 33'11" x 39 -3/8" TAS 103 Fiberglass reinforced, fire retardant SBS cap sheet. Flintlastic GMS 39 -3/8" x 33'11 " ASTM D 6164 Granule surfaced, SBS Modified Bitumen Roll Weight: 97 Grade G, Type I membrane with non -woven polyester mat lbs. reinforcement for mop application. .. ••• . . . . . •• • . .. . • • • • • • •• ••• •• • • . • • •• • ••• ••• ••• ••• • • • • ` • • . .• .• .. • • ... . NOA No.: 10- 0119.01 r- 0 ` Expiration Date: 11/24/14 C0 u1v7Y • Approval Date: 05105110 � ROVED 0:0 • • • • 0:0 • Page 2 of 6 • • • • • •• • . . • • . • • . • • •• •• • . • •.. . . . •.. . •• .. . MANUFACTURING LOCATION: Little Rock, AR EVIDENCE SUBMITTED: Test Aaencv Test Identifier Test Name/Reuort Date Momentum Technologies, Inc. AX31G8D ASTM D4601 09/05/08 AX31 G8G ASTM D6222 06/05/09 RX02J9A ASTM D6164 12/22/09 Trinity I ERD C8440.04.08 ASTM D4798, D1970 04/08/08 C9560.05.08 ASTM D1970 05/27/08 C12960.06.09 TAS 103 06/02/09 3530.12.05 -1 -R1 AC 152 & ASTM D1623 10/05/09 3523.03.05 -R2 ASTM D1623 01/12/10 C32240.03.10 TAS -104 / ASTM D 4977 03/04/10 C3500.04.10 TAS - 103 04/01/10 APPROVED ASSEMBLIES: Deck Type 1: Wood, Non - insulated Deck Description: 19132" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of Flintlastic GTA torch applied to anchor sheet or WinterGuard HT, WinterGuard Granular, WinterGuard Sand or Black Diamond Base Sheet self - adhering membrane adhered to the anchor sheet with a minimum 3" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is strapped, then anchor sheet must also be strapped. Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. Must Comply with applicable Roofing Application Standards and Building Codes . • ... . . . • • .. . ....••. •• ••• •• • • • •• ' ' ' ' ' • • • NOA No.: 10- 0119.01 Expiration Date: 11/24/14 ;� oou Approval Date: 05105110 ♦•• • . • . •♦• • • Page 3of 6 ••• • • • ••• • • . . . r Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck, membrane adhered. Anchor sheet: One ply of ASTM D 226 Type H organic felt or All Weather/Empire Base mechanically attached with a minimum 4" side lap and a minimum Fend lap. Anchor sheet shall be applied at a right angle (901) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the side lap, and two 12" o.c. staggered rows along the center of the base sheet. Ply Sheet: (Optional) One or more plies of an ASTM D226 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane: One ply of Flintlastic GMS adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20- 401bs. /sq. or *Flintlastic GTA torch applied to the preceding sheet or Flintlastic SA Cap FR self - adhering membranes adhered to the preceding sheet with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is strapped, then anchor sheet and ply sheet must also be strapped. When used in Tile roof systems the cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Surfacing: Flintlastic SA Cap FR and Flintlastic GMS may be used with any approved roof tile system mechanically fastened or foam adhered. *Flintlastic GTA may only be used with any approved mechanically fastened roof tile system. Must comply with appropriate Roofing Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Codes. ....... . .. .. . ........ . . ......... . .. ... .. . .... • ••• ••• ••• ••• • ' ' ' • • • NOA No.: 10-0119.01 • •• •' • • • •• • • Expiration Date: 11/24/14 CD Approval Date: 05/05/10 ,• •O I • • • • • • • . • • • • Page 4 of 6 LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. LmTATIONS: 1. Fire classification is not part of this acceptance. 2. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard HT, WinterGuard Granular, WinterGuard Sand or Black Diamond Base Sheet as a cap membrane shall be acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. 3. CertainTeed underlayment roofing systems utilizing Flintlastic SA Cap FR or Flintlastic GMS as a cap membrane shall be acceptable for use in foam adhesive set and mechanically fastened roof tile systems. 4. CertainTeed underlayment roofing systems utilizing Flintlastic GTA as a cap membrane shall be acceptable for use in mechanically fastened roof file systems. 5. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. CertainTeed underlayment roofing systems shall be installed in strict compliance with applicable Building Code. 6. CertainTeed underlayment roofing systems membranes shall be applied to a smooth, clean and dry surface with deck free of irregularities. 7. CertainTeed underlayment roofing systems membranes shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base /Anchor sheet underlayment. 8. WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Black Diamond Base Sheet, Flintlastic SA Cap FR, and Flintlastic GMS shall not be left exposed as a temporary roof for longer than 180 days of application. 9. Flintlastic GTA shall not be left exposed as a temporary roof for longer than 30 days of application. 10. CertainTeed underlayment products may be used with any approved roof covering Notice of Acceptance listing CertainTeed underlayment products as a component part of an assembly in the Notice of Acceptance. If CertainTeed underlayment products are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami Dade County Product Control Department for �ppro dal provided that appropriate documentation is provided to detail compatibility of the pra lucts, v�ind xp#Nre� i"c0e*, and fire testing results. 11. All nails'il &e:d®c 4 s111% be carefully checked for protruding heads. Re- fasten any loose decking panels. sweep the neck thoroughly to remove any dust and debris prior to application. • ••• ••• ••• ••• • • • • • • • • • • • • .• •• • • •• • • • • • % •• • • NOA No.: 10- 0119.01 Expiration Date: 11124/14 Approval Date: 05/05/10 Page 5 of 6 LIMITATIONS: 12. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 13. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 14. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 15. All systems using Flintlastic SA Cap FR, and Flintlastic GMS shall be limited to the maximum roof slopes outlined in the table below: Maximum Roof Slope Tile .......Staged Batten Flat 4:12 7:12 Lugged 4:12 7:12 Staged method shall consist of two tiles perpendicular to slope and four tiles on top parallel to slope (See Figure 1 below). For batten method, tiles shall be stacked on slope, not to exceed 10 -high (See figures 2 below). Front View Figure 1: Staged Method, .. ••• • . . .... E Front View Figure 2: Batten Method ND OF THIS ACCEPTANCE Side View Figure 2: Batten Method ' NOA No.: 10- 0119.01 . .. .... .... Expiration Date: 11/24/14 ��ar��•nane couNTr Approval Date: 05/05/10 -� Page 6 of 6 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. . . 1. MiAMa� �� »4 ffiiA -DADE COUNTY o W PRODUCr CAXWrROL SECTION IMPAR AMM OF PERRATIIl0% ZNVIROMAMNIT, AND RMULATORYAFFAMS (PERA) 11805 Sw 26 RG=208 BOARD AND CODE ADIARVISMMON DWMON Nbnk Fkd& 33175 -2474 T M 315 -2590 F MQ 315 -2599 NOTICE OF ACCEPTANCE MOM 'v.- w ;., � d e.% ' 3M Compnny 3M Center RMdWg =045 -F-M 5't. Paul, MAT. 55144 -1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The doamnentation sued, has been reviewed and accepted by Munn -Dade County PERA - Product Control Section to be used in Munn. Bade County and other areas where allowed by the Authority Having Jurisdiction (AEU). This NOA shall not be valid after the won date stated below. The Mianu Dade County Product Control Section (In Miami Dade County) and/or the AHJ (m areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurm a purposes. N this product or material f & to perfom m the accepted mane, the rannuhaturer will incur the expense of such Ming and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is deterzomed by Nfiami-Dade County Product Control Section that this product or matPaial fails to meet the requirements of the applicable building cock. This pratuct is approved as described herein, and has been designed to comply with the Florida Building Cade including the High Velocity Hnrricene Zone of file Florida Building Code. MscRu mON: 3wm 3- Component Foam RoeTMie Adhesive AH-16o IABLELH 4W. Each unit shall bear a permanent label with the manufaciii>ei's name or logo, city, state and following statement: "Mann-Dade County Product Coairol Approved ", unless otherwm noted herein. AL of this NOA shall be considered after a renewal application has been filed and tie has been no change m the applicable building code negatively affecting the pafomm= of this product. TERMLWATION of this NOA will occur after the expiration date or if d re has been a revision or change in the materials, use, andlor manuflicdue of the product or process. Misuse of this NOA as an endorsement of any product, for tutus, advertising or any other purposes shall automatically terminate this NOA. Failure to complyvn& any section of this NOA shall be cause for termination and removal ofNOA. ADVERTTSENIEm The NOA >rumber preceded by the words 1Va=A -Dade County, Florida, and followed by the expiration date may be displayed in advertising lip. If nay portion of &a NOA is displayed, then it shall be done in its enfnuly. INSPECTION: A copy of d is entire NOA shall be provided to the user by the mnnrfacturer or its distnbutors and shall be available fo r.msFCClion at the job site at the request of the Budding Official. . . . . . i . . This renews andve risaWkM =24.04 and consists of pages 1 through 7. The submitted diem was r&iwdby Alex Tigera. ... • • . . . . . . ((ss'"' • • • • • • • NOA No.: 12402&18 • • • • Exphatim Date: t)$iIOW 'W"wal Daces WO nZ .... Page 1 of 7 ....... . ..... . ... . ...... . .... .... . . .... . ROOFING COMPONENT APPROVAL: rr Roofing Sub Category: Rooftiile adhesive Materials: Polyur &m SCOPE: This approves 3M'm 2- Component Fg m Roaf Ise Aa mdve AB-160 as mmmufac=ed by 3M Company as dc= -W in Section 2 of this Notice of Acceptance. For the loc atiow where the design pressure reVhements, as determined by applicable bmlding cede, does not exceed the design pressure values obtained by calculations m compliance with Roofing Application Standard RAS 127, for use with appmed flat, low, and bighprofile roof tiles system. using 2-C ompmmnt Foam Roof Tile Adhesive AH -160_ When the allwbnent calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MAIWFACT mm BY APPLICANT: Product Dimensions Test SueciHcations 3MTm 2- Component Foam N/A TAS 101 Roof Tc1e Adhesive AI- 160 Foam Dispenser RTF1000 NIA ProPwl& 30 & 100 NIA PRODUCTS MANUFACTURED BY : Two component polyurethane foam adhesive Any Miami Dade County Product Control Accmpted Roof Tile Assembly having a curt NOA which list moment resistance values with the we of 2- Component FoamRoofTde Adhesive AH-160 roof the adhesive. MANUFAcruRiNG LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Density Compressive Strength Tenslne Strength Water Absorption Moisture Vapor T Dimensional Ste• • Closed Cell Content i Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ransmisston ASTM E 96 . "ASTM D 2126 • ASTM D 2856 . .. . a . .... ....... . . ..... . ... . ...... . .... .... . . .... . Remus 1.6lbsl$.3 18 PSI Parallel to rise 12 PSI Pegxndicular to rise 28 PSI Parallel to rise 0.08 l 3.1 Perm / Inch +0.07'/° Volume Chenge @ -40° F., 2 weeks +6.0% Volmne Change @ISI °F., I00% Hlmuidity, 2 weeks 860/0 NOA No.: 124122&13 Date~ 05/100 Approval Datm OSAW12 Page 2 of 7 I t Note: The physical properties listed above are presented as typical average vaiaes as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUMMED: Test Anenev r Test Test Name/Renert Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25195 Nw 124028.18 25- 743" • • • • • • 25- 7438 -7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Approval Data: OSnWn Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743-011 ASTM E 108 11/16194 01- 6739-062bjl) ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 • • • 52845410 -1 • • • 520109 -1 TAS 101 12128/98 •• 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LEwrATiONS: 1. Fire classification is not part of this aeca Awm. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3M m 2- Component Foam Roof Tile Adhesive AH 160 shall solely be used with flat, low, 8t high the profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roofer% adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufachlres acquiring acceptance for the use of HANDi -MCR roof toe adhesive with their We M=blics Shall fast in accordance with TAS 101 with section 10.4 as modified. herein. • .... ... "' Nw 124028.18 • • • • • • • • • • NOA • ' • • ,' • •' E *anon Date: 05!10/17 • Approval Data: OSnWn Page 3 of 7 .... ....... . • • • • • • • • • • • •• •• • • • •• •• . + INSTALLATION: 1. 3A2m 2- Component Foam Roof Tile Adhesive AH 160 may be used with any roof the assembly having a current NOA that lists uplift resistance valuers with the use of 3Mrw 2- Component Foam Roof Tile Adhesive AR-160. 2. 3Mrm 2- Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof the assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift rice determined m compliance with Maori Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3Mrm 2- Com4onent Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTm 2- component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation mast be by a Factory Tramed'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. S. Caliibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the °A" component and the "B" component shall be maintained between 1.0 -1.15 (A) -. 1.0 (B). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per toe as determined at calibration. No other settings shall be approved 6. 3Mrm 2- Component Foam Roof Tile Adhesive AH 160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3Mm 2- Component Foam Roof Tile Adhesive AH 160 shall not be exposed permanently to sunhgbt. a Tides must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3Wm 2- Component Foam Roof Tile Adhesive AH 160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH-160 placement and minimum patLy weight shall be in accordance with the 'Placement Details' herein. Each generic the profile requires the specific placement noted herein. Table 1: Adhesive Placement For Eacb Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight min- () Two Paddy Weight per paddy Min- ) Low M& Profiles #1 35 N/A Ifigh Profile 2 Piece Band #1 17 /side on cap and N/A F114 Low, 1p& Profiles #2 24 N/A Flat Low MA Profiles #3 8 ....... . .. .. . ......... . .. ... .. . .... . ... ...... ... . .. . . . . . . .. o� .... ....... . . ..... . ... . ...... . .... .... . . .... . NOA No.:12-#IZMS F.aph-Wm Date: MOW Approval Date: W101U Page4 d7 I LABELING: All 3Mm 2- Component Foam Roof Tile Adhesive AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PE nUT REQUHUMENTS: As required by the Building OffieW or applicable building code in order to pmperly evaluate the insWWoa of this systm ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY umbbyMed siz " 7% 7x NOA No.:124 22&18 Elea Date: 05/10117 Approval Date: MlM2 Page 5 of 7 Or 000 7x NOA No.:124 22&18 Elea Date: 05/10117 Approval Date: MlM2 Page 5 of 7 ADHESNE PLACEMENT DETAIL 2 SnvGIZ PArff \ NOA No.: 12-OMIS Expiration Dates 05/10/17 Approval Dam OSnW12 Page 6 of 7 ADm vE PLAcEmEvT DETAi L 3 DouBLE PATTY � ttuoa� c sit � e ( n um ° c t" 1�(a.x 3 ht. 4 on top of fug underth sPtyttue 2hx7k NOA No-- 12- 022$18 Expiradoa Date= 05/10/17 Approval Date: OS/10i12 Page 7 of 7 rt4 0/3r,��/7 Rxvvzl®�J MIAMI -DARE COUNTY PRODUCT CONTROL SECTION BUII.DING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Strut, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) www miamldade eovftlld1wg Eagle Roofing Products LLC 1575 East C.R. 470 Sumtervllle, FL 33.885 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 BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles 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. ....... . .. .. INSPE6V0Ns A •©o& oftA &tire NOA shall be provided to the user by the manufacturer or its distributors and shalt be flffdaft fdt inspectien at the job site at the request of the Building Official. This t+enew&W0A.#07s1.Q18.0$. pnd consists of pages 1 through 9. The sibfii%;d doctimendttion tas feliewed by Alex Tigera. .. • • ,.-. • NOA No. :11- 8321.02 • Expiration Date:10AM16 .. Approval Date: 05112/11 • ' ' Page 1 of 9 . . . . . . . . . . . .. .. . . . .. .. ... . . . .... . ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Snmterville, FL and described in Section 2 of this Notice of Acceptance. • For locations where the pressure requirements, as determined by applicable Building .Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. x. PRODUCT DESCRIPTION: Mang r�l by Test Product AnyUcaut Dimens%n SneciflcafJtons Descripiton Bel Air Concrete L;= 17" TAS 112 Flat profile concrete roof tile equipped Tile W = 12'/4" with two nail holes. For adhesive set, Thickness ='/z direct deck or battened nail -on applications. Bel Air Double Eagle L= ir TAS 112 Flat profile concrete roof tile equipped Concrete Tile W =12 %" with two nail holes. For adhesive set, Thickness = W direct deck or battened nail -on applications. Ponderosa Concrete L= 17" TAS 112 Flat profile concrete roof file with slate Tile W= 12'/" finish equipped with two nail holes. For Thickness = VP adhesive set, direct deck or battened nail - on applications. Ponderosa Double L =17" TAS 112 Flat profile concrete roof tile with shake Eagle Concrete Tile W = 12'/4" finish equipped with two nail holes. For Thickness = V2" adhesive set, direct deck or battened nail - on applications. Golden Eagle • L =17" TAS 112 Flat profile concrete roof tile brushed Concrete Tile W =12 %" finish equipped with two nail holes. For Thickness = W adhesive set, direct deck or battened nail - on applications. Trim Pieces 1= varies TAS 112 Accessory trim, clay roof pieces for use at ....... w varies hips, rakes, ridges and valley • .. • v mg thickness terminations. Manufactured for each tile • • • • • • profile. • • • • . • • •• • •• • • • • • • : • 0 • NOA No.:11- 0321.02 Expiration Date: 10105/16 . Approval'Date:05/12 /11 • ...: Page 2 of 9 • •• •• • • • •• •• 2.1 EVIDENCE SUBMITTED: Test Anencv PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Aedland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied ' Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Test IdentlIIer ERPF -001 -02-01 7161 -03 Appendix III 7161 -03 Appendix III❑ 7161 -03 Appendix II P0402 Letter Dated Aug. 1, 1994 P09647 -01 94-084 25- 7094 -(2, 5, & 8) 25- 7183 -(5 thru 6) 25- 7214 -(1, 5 , & 8) 25- 7487 -2 25- 7496 -(1 & 4) 25- 7804 -6 520109 -1 520111 -4 520191 -1 Calculations Walker Engineering, Inc. Calculations • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • •• E CN W. • . • . • •.... . . •. .... . . ••.. . Test 1liaf_S&gort TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing -TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity to Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 March, 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 3 of 9 3. UN11TATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall- retain the services of a Miami -Dade County Certified Laboratory m perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless •stetted• otherwise by the underlayment materidt"'manufacturempublished literature. - 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 119, RAS 119 and RAS 120. 4.2 - Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight W (I" Length -1(ft) Width-%v (ft) Bel Air, Bel Air Double 11.4 1.42 1.03 Eagle, Ponderosa, 0.278 Ponderosa, Golden Eagle, ......... Golden Eagle, Ponderosa Ponderosa Double Eagle Flat Double Ea le Flat Tile • ... ...... ... Table 2: Aerodynamic Multipliers - A ft Tile A (ft) A Profile Batten Application Direct Dock ABgljWlon Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, ......... . Ponderosa Double Eagle Flat Tile • ... ...... ....... . .. .. • ......... . • ... ...... ... . .. . . . . . . .. • • • • , ' NOA No.:l 1- 0321.02 Expiration Date.. 10/M6 mm Approval Date: 05112/11 Page 4 of 9 • . • • . • • . • . Table 3: Restoring Moments due to Grav - M -IbQ Tile 3 "Ar 4":12" 6":12" 6 ":12" Greater than Profile (min. 19132" . . . . . . 7 " :12" Bel Air, Bel Batten Direct Battens Direct Battens Direct Batten Direct Batten Direct Air Double Eagle, Ponderosa, s Deck 7.3 Deck 4.9 Deck s Deck s Deck 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 2 #8 Screw Golden 51.7 24.4 1 -10d Smooth or Screw Shank Nail 24.3 24.3 24.2 Tile Field Clip) Eagle, 1 -10d Smooth or 19.0 19.0 22.1 Screw Shank Nail Ponderosa Eave Clip) 2 -10d Smooth or 35.5 35.5 34.8 Double Field Clip) 2 -10d Smooth or Eagle Flat 31.9 32.2 Screw Shank Nails - Eave Clip) Tile • • • • •:: 2 afw Sip Shank .... Ise 50.3 65.5 48.3 1. • 4hoWlabon Wth a "616 headlap and fasterners are located a min. of 2W from head of tile. Table 4: Attachment Resistance Expressed as a Moment - Mt (ft -lbf) for Nall -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 16132" (min. 19132" . . . . . . plywood) plywood) .. .. Bel Air, 2 -10d Ring Shank 30.9 38.1 17.2 Bel Air Nails NOA No.:11- 0321.82 Double 1 -10d Smooth or 7.3 9.8 4.9 Eagle, Screw Shank Nail Approval Date: 85/12/11 Ponderosa , Golden 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 Eagle, Ponderosa Double Eagle Flat 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail 24.3 24.3 24.2 Tile Field Clip) 1 -10d Smooth or 19.0 19.0 22.1 Screw Shank Nail Eave Clip) 2 -10d Smooth or 35.5 35.5 34.8 Screw Shank Nails Field Clip) 2 -10d Smooth or 31.9 31.9 32.2 Screw Shank Nails Eave Clip) • • • • •:: 2 afw Sip Shank .... Ise 50.3 65.5 48.3 1. • 4hoWlabon Wth a "616 headlap and fasterners are located a min. of 2W from head of tile. . ... ... ... ... . .. . . . . . . . . . .. .. .. .. .. • NOA No.:11- 0321.82 Expiration Date: 10/0916 . Approval Date: 85/12/11 Page 5 of 9 . . . . .. . . . . .. . . . . . .. . .. ... . . . ... . . Table 5: Attachment Resistance Expressed as a Moment Mt (ft -lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile 118.9 Resistance Bel Air, Bel Air Double Eagle, Adhesnre 31.3 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 1 See manufactures component approval for installation r uirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product Inc. Average weight pqr pgk 8 grams. Table 6,. Attachment'Resistance Exp 'as a Moment - Mt-(ft =ib1t, for Single Patt r Adhesive Set SYstems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle; Ponderosa, Golden Eagle, Ponderosa Double Eagle Fiat Tile Pol ProTm 118.9 PolyProTm Bel Air, Bel Air Double Eagle, Ponderosa, 3 Large paddy placement of 45 grams of Pol Pro rm. 4 Medium paddy placement of 24 grams of Pol ProT!-'. Table 7: Attachment Resistance Expressed as a Moment - Mr(ft lbf) for Mortar- ac Tile Tile Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Mortar Set 43.9 Golden Eagle, Ponderosa Double Eagle Flat Tile s Tile -rite Roof Tile Mortar. 5. LABELING : All tiles sha11 bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". ....... . .. .. ........... FLORInA ............ ............. . .......... ... .... .... ' NOA No.:11- 0321.02 E Cou Expiration Data 10/05116 Approval Date: 05/12/11 ' Page 6 of 9 . ... .. . .. . . .. .. . . . •• •• ... . . . ... . . BEL AIR, BEL-AM DOUBLE EAGLE, PONDEROSA! GOLDEN EAGLE! PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) .. ... . . . . . .. .. • • . . . . 60: . . . • • .. ... . . . .. . ..• •.. ... ..• . . . . . . . . . . . . .. .. .. .... ' NOA No.:11- 0321.02 Expiration Date: IOMSI16 E . • , Approval Date: WWII ' ' Page 7 of 9 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 6. BumDmG PERNIIT REQumE1v ws: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.13 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING BEL AIR .. .. . . . . .. . ... .. . .. .. . . . . . . . .. ... .. . .... BEL Alas DOUBLE EAGLE .., . .. 0 0 , : 066 0 .. . . . . . . . . .. .. . . % . . 0 C� ... . .. . . . .. . ... . .. . . .. .. . . . .. .. ... . . . .... . NOA No.:11- 0321.02 Expiration Date: 10/05 116 Approval Date: 05/12/11 Page 8 of 9 OP w"Wb- PONDEROSA ti PONDEROSA DOUBLE EAGLE go • • • • • • • • • NOA No.:114L321.02 Expiration Date:10AW16 Approval Date: 05/12/11 Page 9 of 9 �.: . ..... . ... a W",110 A - b-I P., GOLDEN EAGLE END OF THIS ACCEPTANCE 6666. 0 . . .. .. .• • 0 • . • . • . • • 6.6 6.0 00. .•. . . . . . . . . . • . • • • • • • 0 • • NOA No.:11- 03x1,02 • • 0=0 Expiration Date: 10/05116 Approval Date: 05/12/11 �.: Page 10of9 : • •• .• • • • •• •• .6. WIN r Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Applic Section A (General Information) No. Process No. lame Morton Roofing, Inc Job Address 973NE95th Street ROOF CATEGORY I( 1:1 Low Slope 1:1 Mechanically Fastened Tile ❑ Mortar/Adhesive Set rile ❑ Asphaltic 0 Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE ❑ New Roof 0 Rerooi Low Slope Roof Area (SF) 0 ring ❑ Repair ❑ Maintenance FORMATION ea (SF) Total (SF) :V 2,83.1 SECTION B (Roof Plan) . Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Id1jentify d:IM2nsions of elevated pressure zones and location of parapets. rc E:- o �, Lu o W 0 I 0 0- 01 NJ C) M co 2& 0" M Florida Building Code Edidon 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System Roof System Manufacturer: south Florida Metal supply Notice of Acceptance Number: 12 -0719.12 Minimum Design Wind Pressures, If Applicable (From RAS 12 or Calculations): Pmaxl: -39.1 Pmax2: -68.1 Pmax3: 400.7 Maximum Design Pressure (From the NOA Specific System): 406.75 Method of Tile Attachment: WA -Metal Panels affixed with 1"#10 Pancake head screws every 16° per NOA Roof Slope: 3 :12 Ridge Ventilation? WA Mean Roof Height: If Sloped System Description Type: I wood �ype Underlayment: 1 300 n/a Barrier: I Versa Shield - NOA 11- 1110.09 Type & Spacing: V on I� lung 12" O Nails Type: I NIA e Cap Sheet: I N/A oofing Covering: standing Seam Metal Panels Type & Size Drip dge: 3°x3" Gahmiume 26 Gauge R a P1 Ommes Nothficat►on Form 07 i MIAMFLIADE "` "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building 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 and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 1�- 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, co dominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. rG. 4. Exposed ceilings: 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 penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 1 lL 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions 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. Chapter 15 and 16 herein and the Florida Building Code, Plumbing. -17 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. s Owner's /Agent's Si Contractor's Signature: Property Address: W 9C NE 95th street, Miami Date: 12 / 14 /1 13 it Permit Number: 71 ' is Ir . MIAMI-[]iA[� ® MAW-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315 -2590 F (786) 31525 -99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov /nera GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: VersaShieie Fire Resistant Roof Deck Protection and VersaShiele Solo Fire Resistant Slip Sheet LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 10 -0331.04 and consists of pages 1 through 3. The submitted documentation was reviewed by Jorge L. Acebo. J NOA No.: 11- 1110.09 Expiration Date: 02/07/17 Approval Date: 01/26/12 Page 1 of 3 -m P rl- ROOFING COMPONENT APPROVAL Catesory Roofing Sub - Category: Underlayment Material: Fiberglass SCOPE: This acceptance is for VersaShiele Fire Resistant Roof Deck Protection (aka "VersaShiele Underlayment') and VersaShieie Solo Fire Resistant Slip Sheet (aka "VersaShield Solo "), 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: Product Dimensions Test Product Specification Description VersaShielde Fire 42" x 100' rolls ASTM D 226 Type H Non Asphaltic fiberglass -based Resistant Roof underlayment and/or fire barrier. Deck Protection VersaShieie Solo 72" x 166.7' rolls UL790 Non - Asphaltic fiberglass -based slip Fire Resistant Slip sheet and/or fire barrier. Sheet MANUFACTURING LOCATION: 1. Conover, NC EVIDENCE SUBMITTED: Test Agency Test Identifler Test Name/Report Date PRI Construction Materials GAF - 270 -02 -02 ASTM D 226 11/15/10 ELK- 063 -02 -01 TAS 100 09/27/01 Underwriters Laboratories Inc. 99NK45831 UL790 03/21/00 IONK11990 UL790 05/18/11 R19254 ASTM D 226 09/13/01 08CA37926 UL790 09/23/09 08CA49140 PRI Asphalt Technologies, Inc. ELK- 069 -02 -01 TAS 100 03/04/02 BRY -003 -02 -01 TAS 117(B) 03/19/02 BRY - 003 -02 -01 TAS 114" INSTALLATION: 1. VersaShieie Fire Resistant Roof Deck Protection or VersaShiele Solo Fire Resistant Slip Sheet shall be installed in strict compliance with applicable Building Code. 2. VersaShieie Fire Resistant Roof Deck Protection or VersaShield® Solo Fire Resistant Slip Sheet shall be installed with a minimum 4 -inch head lap in a shingle layer fashion. 3. Versa5hieie 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 H underlayment. NOA No.: 11- 1110.09 Expiration Date: 02/07/17 Approval Date: 01/26/12 Page 2 of 3 ►, . LmrAnoNs: 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. VersaShiele Fire Resistant Roof Deck Protection shall not be left exposed as a temporary roof for longer than 30 days of application. VersaShicie Solo Fire Resistant Slip Sheet shall not be left exposed to the weather. 4. VersaShiele Fire Resistant Roof Deck Protection and VersaShieie Solo Fire Resistant Slip Sheet are a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. 5. VersaShieie Fire Resistant Roof Deck Protection or VersaShieie Solo Fire Resistant Slip Sheet may be used with any approved roof covering Notice of Acceptance listing. VersaShiele Fire Resistant Roof Deck Protection or VersaShieie Solo Fire Resistant Slip Sheet may be used as a component part of an assembly in the Notice of Acceptance. If VersaShiele Fire Resistant Roof Deck Protection or VersaShiele Solo Fire Resistant Slip Sheet is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 6. VersaShiele Fire Resistant Roof Deck Protection and VersaShiele Solo Fire Resistant Slip Sheet are a non - asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies. For fire classification of specific roof assemblies using VersaShiele Fire Resistant Roof Deck Protection or VersaShieie Solo Fire Resistant Slip Sheet refer to a current Approved Roofing Materials Directory for fire ratings of this product. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code LABELING: All packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and yellow line to identify the ASTM Standard designation; or logo and the following statement: "Miami - Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. APPROVED 1 J END OF THIS ACCEPTANCE NOA No.: 11- 1110.09 Expiration Date: 02/07/17 Approval Date: 01/26/12 Page 3 of 3 . r MIAMI DADE COUNTY -rI PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.m►amidade.gov/pera Sunlast Metals Inc. 2120 SW Poma Dr. Palm City, FL. 34"0 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 1" Nail Strip Steel Roofing Panel 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 Wes, 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 revises NOA# 12- 0319.11 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. APONOA No.: 12-0719.02 " M�aare►uE coulvrr Expiration Date: 02/28/18 APPROVED ' Approval Date: 02/14/13 Page 1 of 5' c ROOFING SYSTEM APPROVAL: Cateeory Sub- Cateaory Material: Deck Tvye• Maximum Desian Pressure Roofing Metal, Panels (Non - Structural) Steel Wood - 106.75 psf (See System Limitation #2) TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description 1" Nailstrip Panel 1= varies TAS 110 Corrosion resistant, galvanized, preformed, w =16" TAS 125 lapped, coated, prefinished, metal panels. Min. Thickness 0.0217" (24ga.) MANUFACTURING LOCATION: 1. Palm City, FL. EVIDENCE SUBMITTED: Test Aeencv Hurricane Test Laboratory, LLC. PRI Asphalt Technologies, Inc. Akzo Nobel Coatings, Inc. Test Identifier 0412 -0306 -06 REV A 0412- 1203 -07 0412 -0621 -07 SFMS -002 -02 -01 Laboratory Certification Test Name/Report Date TAS 125 9/26/07 01/23/08 09/26/07 TAS -100 03/17/06 ASTM G23 10/17/01 ASTM B117 NOA No.: 12-0719.02 " Expiration Date: 02/28/18 Approval Date: 02/14/13 Page 2 of 5' APPROVED ASSEMBLIES: System: l" Nail Strip Steel Roofing Panel Deck Type: Wood, Non - insulated Deck Description: New Construction or Re -roof 15/32" or greater plywood or wood plank. Slope Range: 2 ": 12" or greater Maximum Uplift See Table A below Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d ring Field shank nails spaced 6" o.c. In reroofing, where the deck is less than "/32" thick (Minimum Maximum Design Pressures 15132 ") the above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type Il installed with a minimum 4" 12" o.c. side -lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin -caps and 12 gauge 1 ' /a" annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Or, any approved underlayment having a current NOA. Fire Barrier Board: 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 Sunlast Metal, Inc's, Installation Manual. Metal Panels and Install the "1" Nail Strip Panel" and accessories in compliance with Sunlast Metal, Inc's Accessories: current, published installation instructions and details. Flashing, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. 1. 1" Nail Strip Roofing panels shall be attached to the plywood substrate along its male rib with a minimum of #10 x 1" pancake head, corrosion resistant fasteners attached 3" from each panel end and at a maximum spacing as listed in Table A below. Fasteners shall be of sufficient length to penetrate through the sheathing a minimum of 3/16 inch. 2. Apply a 1/16" bead of Bostik® Chem Calk® 915 Polyurethane adhesive /sealant atop the rear leg of the male joint, adjacent to the fasteners and along the entire length of the panel. 3. Attach adjacent panel by placing the female rib over the adhesive and over the male rib. TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures -84.25 psf - 106.75 psf Maximum Fastener Spacing 12" o.c. 6" o.c. 1. Extrapolation shall not be allowed NOA No.: 12-0719.02 - Expiration Date: 02/28/18 Approval Date: 02 /14/13 Page 3 of 5 LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). 3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. CMUDADE COUNTY 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. APPROVED NOA No.: 12- 0719.02 ` Expiration Date: 02/28/18 Approval Date: 02/14/13 Page 4 of 5, PROFILE DRAWINGS 16" Coverage Striations Optional 1" as per Table A herein END OF THIS ACCEPTANCE NOA No.: 12-0719.02 ` - Ezpiration Date: 02/28/18 Approval Date: 02/14/13 Page 5 of 5" I I . It Fl� its a a a 4 ; FHP u a 2120 SW Poma Dive; Palm City, Florida 34990 0 772-223-4055 Phone 0 772-781-7492 Fax www.sunlastmetal.com 0 sales_at ,,sunlastmetal.com IMPORTANT NOTICE READ THIS MANUAL COMPLETELY BEFORE BEGINNING INSTALLATION OF THE 1- INCH NAIL STRIP (STUART SERIES) PANEL SYSTEM. SUNLAST METAL DETAILS MUST BE FOLLOWED TO INSURE APPROPRIATE WARRANTIES REMAIN IN AFFECT. ALWAYS INSPECT EACH AND EVERY PANEL AND ALL ACCESSORIES BEFORE INSTALLATION. NEVER INSTALL ANY PRODUCT IF ITS QUALITY IS IN QUESTION. NOTIFY SUNLAST METAL IMMEDIATELY IF ANY PRODUCT IS BELIEVED TO BE OUT OF SPECIFICATION OR HAS BEEN DAMAGED DURING SHIPPING. IF THERE IS A CONFLICT BETWEEN OUR ENGINEER'S EVALUATION REPORT AND THE DETAILS IN THIS MANUAL, THE ENGINEER'S EVALUATION REPORT WILL TAKE PRECEDENCE. Installations contained herein were in effect at the time of this installation manual creation and approved for publishing. Sunlast Metal - reserves the right to discontinue products or change specifications at anytime without notice. To ensure that you have the latest material available please contact Sunlast Metal directly. Installation Details are for illustration purposes only can may not be suitable for all building designs or conditions. All projects should be engineered to conform to applicable building codes and regulations. For complete performance specifications and any disclaimers, please consult your local Sunlast Metal representative. I , §unlastMetal OFFICE: (772) 223 -4055 TOLL FREE: (877) 8- METAL -6 FACSIMILE: (772) 781 -7492 TABLE OF CONTENTS A. Technical Information Sheet ..................... ............................... Page 4 B. General Panel Description ..................... ............................... Page 5 C. Handling & Storage Specifications ........................................... ............................... Page 6 D. Installation Requirements ..................... ............................... Page 7 E. Fastener Patterns .............................. ............................... Page 8 F. General Installation Instructions ............ ............................... Page 9 G. General Installation Order ..................... ............................... Page 10 H. Flashing/Trim Metal Details ..................... ............................... Page 12 I. Installation Details 1. Eave Drip (EDEN -SS) ..................... ............................... Page 14 2. Box Gutter (BG1 -SS) ..................... ............................... Page 15 3. Gable Rake (GR1 -SS) ..................... ............................... Page 16 4. Peak Flashing (PF -SS) ..................... ............................... Page 17 5. Peak Flashing 2 (PF2 -SS) ............ ............................... Page 18 6. Gambrel Flashing (GF1 -SS) ............ ............................... Page 19 7. Transition Flashing (TF1 -SS) ............ ............................... Page 20 8. Ridge / Hip Cap - (RHC -SS) ............ ............................... Page 21 9. Valley (V1 -SS) ............................... ............................... Page 22 10. Side Wall Flashing (SW1 -SS) ............. ............................... Page 23 11. Side Wall Flashing 2 (SW2 -SS) ........... ............................... Page 24 12. End Wall Flashing (EW1 -SS) ............. ............................... Page 25 13. End Wall Flashing 2 (EW2 -SS) ............ ............................... Page 26 . ' §unlastMetal OFFICE: (772) 223 -4055 TOLL FREE: (877) 8- METAL -6 FACSIMILE: (772) 781 -7492 TECHNICAL INFORMATION SHEET 1. Minimum Recommended Slope is 2:12. For slopes less than 3:12, please call Sunlast Metal for special requirements. 2. Support Type: Wood Deck - 15/32° (min) or greater Plywood, or Wood Plank (0.42 min specific gravity) 3. 1 -Inch Nail Strip Panels are a Concealed - Fastener, Standing Seam Metal Roof Panels with inter- locking rib seams and fastening flanges for ease of installation. They must be installed over a completely waterproofed structure in order to ensure watertightness. If the waterproof membrane is mechanically attached with metal fasteners of any type, fasteners should be covered to protect the under -side of the metal roof panels, or the use of non - corrosive, plastic tags can be used if applicable manufacturer of the fasteners and FBC permits it. Any mechanically attachment de- vice that does not lay flat on the deck will telegraph through the panels and appear as oil can- ning. 4. Underlayment specifications will be determined at time of estimate, but all underlayment will be in compliance with FBC Section 1507.4.5. 5. Insulation is optional, but must comply with FBC Section 1508. When insulation is incorpo- rated, fastener length shall conform to penetrate through bottom of support a minimum of 3/16°. General Insulation Details: Type: Rigid Insulation Board Thickness: 3° (Max.) Density: 2.25 pcf (lbs /ff) min., or Compressive Strength: 20 psi (Min.) 6. Panels are subject to surface distortion due to improperly applied fasteners. Overdriven fasteners will cause stress and induce oil canning across the panel at or near the point of attachment. Oil canning is not a cause for rejection of the panels. 7. For the proper fastener application, please see the Fastener Pattern section of this installation manual. Fastener spacing across the width of the panel are shown on Page 8. For fastener spac- ing along the length of the panel, use the wind upload table on the bottom of Page 8 in conjunc- tion with the local governing code. 8. For continuous panels over 30 feet, please contact Sunlast Metal for direction. SEE SUNLAST FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE .V §unlastMetal OFFICE: (772) 223 -4055 TOLL FREE: (877) 8- METAL -6 FACSIMUZ: (772) 781 -7492 GENERAL PANEL DESCRIPTION 16" T 1" PANEL NAME: 1" Nail Strip (Stuart Series) PANEL MATERIAL: Steel PANEL THICKNESS: 24 Gauge (Min.) PANEL WIDTH: 16" (Max.) Coverage PANEL RIB HEIGHT: 1" YIELD STRENGTH: 40 ksi min. CORROSION RESISTANCE: In compliance with FBC Section 1507.4.3 ASTM A792 Coated, or ASTM A653 - G90 Galvanized Steel COATINGS t FINISHES: Galvalume Plu0w /Additional Acrylume® (Mill Finish) Kynar 500 FSFO OPTIONAL STIFFENING RIBS: Striations, Ribbon Beads, Pencil Beads (Flat - Standard) 111 SEE SUNLAST FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE Ill II §unlastMetal OFFICE: (772) 2234055 TOLL FREE: (877) 8- METAL -6 FACSIMME: (772) 781 -7492 HANDLING & STORAGE SPECIFICATIONS The information provided are suggested guidelines and not intended to cover all applications or building requirements. It is the responsibility of the designertinstaller to ensure that this information meets particular building conditions and/or code requirements. It is also the responsibility of the installer to ensure that all OSHA and/or other safety regulations are understood and upheld. Sunlast Metal will not be held liable for any claim which arise out of handling or installation of the material. PERSONAL HANDLING When handling metal panels care should be taken to protect the panels from scratching or abrasion. Pulling panels across one another may cause scratches to the surface film. Individual panels should be carried vertical to the ground to avoid bending the material. MECHANICAL HANDLING A forklift or crane can be used to handle unopened bundles, but care must be taken to ensure equal distribution of weight across the entire panel. Spread the forklift forks to their maximum width in order to ensure equal weight distribution. Use of a spreader bar, when using a crane, will enable equal distribution of weight. Cable supports should be avoided at all costs. PROTECTING & STORING Material should be left in a secure location to avoid the possibility of theft. To protect the metal panels from weather conditions it should be tarped (non - plastic material) and stored at least 4° above ground with one end elevated slightly higher to allow moisture to run off. If metal panels become wet, they should be individually removed from the bundled stack and dried. Prolong storage is not recommended. If immediate installation is not possible, additional care should be taken to ensure that rust or watermarks do not develop. Do not store sheet metal roofing materials in contact with other materials that might cause staining, denting or other surface damage. Store sheet metal materials away from uncured concrete or masonry. SEE SUNLAST FOR CURRENT INFORMATION PANEL INSPECTION All material should be inspected upon delivery. Any damage or moisture intrusion should be reported to a Sunlast office representative within 48 hours and notated on the Delivery Ticket FIELD CUTTING Some field cutting and fitting of pre - manufactured panels is to be expected. Minor field corrections is considered normal operation. Always cut one panel at a time. For small cuts, hand -held shears (tin - snips) can be used. For best results an electric shear may prove useful. After cutting metal panels, ensure that all metal shavings are removed from the panel before installation to avoid rust stains, which will void the warranty. FASTENING DETAILS The use of proper fasteners and installation procedures is an important factor in the overall appearance and performance of the metal roofing system. When using metal fasteners with weather seal washers (WSW), be sure that you do not over tighten - causing the sealing material to extrude beyond the edge of the washer. Also, not tightening the fastener enough will not allow the proper compression of the washer to seal the penetration. SUBJECT TO CHANGE WITHOUT NOTICE II §unlastMetal OFFICE: (772) 2234055 TOLL FREE: (877) 8- METAL -6 FACSEVULE: (772) 781 -7492 INSTALLATION REQUIREMENTS METAL PANELS: INSTALLATION METHOD: FASTENER SPACING: FASTENER TYPE: FASTENER SIZE: FASTENER CORROSION RESISTANCE: FASTENER STANDARD: MINIMUM FASTENER PENETRATION: PANEL RIB INTERLOCK: Wood Deck (15132" Min) Integral Snap Lock Clip Relief (Recommended) Seam Adhesive (Sealant) #10 x 1" Pancake -Head Wood Screw 24 Gauge (Steel) Refer to drawings on Page 8 Refer to Table °A° on Page 8 Pancake -Head Wood Screw #10x1° Per FBC Section 1506.6 and 1507.4.4 Per ANSI / ASME B18.6.4 Through bottom of support - minimum 3/16 ". Snaplock (Panel Ribs shall be fully engaged to form and integral snap -lock) III SEE SUNLAST FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE III Ill 11 §unlaStMetal OFFICE: (772) 223 -4055 TOLL FREE: (877) 8- METAL -6 FACSIMILE: (772) 781 -7492 FASTENER PATTERNS Fastener. A 0134- V VOOQ UeCK - - - - -- - a a (Refer to Table A ) TABLE "A" METHOD 1: METHOD 2: Design Pressure: - 91.25 PSF - 106.25 PSF Fastener Spacing: 12" 6" Adhesive: 3/8" Bead Refer to Dwg Pg 6 3/8" Bead Refer to Dwg Pg 6 SEE SUNLAST FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE §unlastMetal OFFICE: (772) 2234055 TOLL FREE: (877) 8- METAL -6 FACSD4H E: (772) 781 -7492 GENERAL INSTALLATION INSTRUCTIONS The information provided are suggested guidelines and not intended to cover all applications or building requirements. It is the responsibility of the designerfinstaller to ensure that this information meets particular building conditions and/or code requirements. It is also the responsibility of the installer to ensure that all OSHA and /or other regulations are understood and upheld. Sunlast Metal will not be held liable for any claim which arise out of handling or installation of the material. GENERAL PANEL INSTALLATION There are three main measurements that are critical when installing metal roof panels: the length required at the eave, the peak end and the amount of panel lap (if required). In each case a certain measurement is required. Check each measurement to ensure panel placement gives you the distance required at the eave and peak. In most cases, any variance can be taken out at the eave or peak. Insure that the structure is square and true before beginning panel installation. If the structure is not square, the panels will not properly seal at the side -laps. Start the first panel square to the eave by using the 3, 4, 5 Triangle Method (See Below). Green or damp lumber is not recommended. Moisture released from the damp lumber may damage the metal panels. Nails installed on green or damp lumber may back out. Drive fastener so that it is secure against the metal but does not bind. Overdriven fasteners will also increase the amount of oil canning that is present in the metal roof panels. Do not leave any fasteners that missed the substrate. Remove any loose shavings left on the roof immediately to prevent corrosion or rust After installing the roof system, remove any de- bris such as leaves or dirt to prevent moisture from getting trapped on the panels. TRIANGLE METHOD 1. Establish a line from Point A to Point B by temporarily marking each point with a nail. The line must be parallel to the eave. In this example, we are going to determine that this line is going to be 3 feet in length (This is the °3° side of the Triangle). NOTE: For larger 3, 4, 5 Triangles - multiply each side of the triangle by the desired increase in size. For example, if the roof panels are 25 feet from the Eave to Ridge, multiply each side by a factor of 6 for an 18, 24, 30 Triangle. Obviously the shorter the vertical length of the triangle is, the better accuracy you will have when squar- ing off. 2. Using two tape measures, locate Point C by hooking one tape measure to the nail at Point A and a second tape measure at Point B. Extend the tape measures until they cross and meet at 4ft on the Point A tape measure and 5ft on the Point B tape measure. Then place another temporary nail at this juncture. 3. Hook a chalk line onto Point A and pull it in line with Point C and then mark you chalk line on the roof deck. This will be your square reference line for the panel installation. 4. Mark chalk lines parallel with the square reference line out ahead of the panel installation so that panel square can be checked as the panels are installed. Suggested line spacing is one foot beyond 3 panels wide or about 7 feet 5. Check for square by measuring the distance from the installed panel edge to the chalk line at both the eave and ridge ends. If the measurements match, then the installed panels are square, if not adjustments must be made to bring the panels back to square. NOTE: Please take care when attempting to adjust for square. If completed improp- erly then oil canning will become present 6. See the following pages for a step -by -step process. SEE SUNLAST FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE §unlastMetal OFFICE: (772) 223 -4055 TOLL FREE: (877) 8- METAL -6 FACSIMI LE: (772) 781 -7492 1 7 Establish a line from Point A to Point B by temporarily marking each point with a nail. The line must be parallel to the save and in Oils example 3111 Long (This is the W side of the 3 ... 4 ... 5 ... Triangle). 3 vow, Connect a chalk line to Point A's nail and then pull it to Point C's nail. Then mark your chalk like on the roof deck. This is your square reference line for � your panel instaNation. � {A him POINT �T � OTE: m r larger distances just multiply each 1 7 Establish a line from Point A to Point B by temporarily marking each point with a nail. The line must be parallel to the save and in Oils example 3111 Long (This is the W side of the 3 ... 4 ... 5 ... Triangle). 3 vow, Connect a chalk line to Point A's nail and then pull it to Point C's nail. Then mark your chalk like on the roof deck. This is your square reference line for � your panel instaNation. � {A _. � OTE: m r larger distances just multiply each A de of the triangle by the desired size. r instance if the Eave to Ridge height 25ft then multiply each side by 6 to t an 18...24...30... Triangle. SEE SUNLAST FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE • If §unlast Metal OFFICE: (772) 223 -4055 TOLL FREE: (877) 8- METAL -6 FACSIMME: (772) 781 -7492 5 Check for square by measuring the distance from each installed panel edge to the chalk line at both the eave and ridge. If the measurements do not match, then the installed panels are not square and need to be adjusted. Be careful not to cause oil canning when attempting to adjust panels. } lu SEE SUNLAST FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE I� ;WrW1 �' k J, IN Fo'vg Ri z �� Jw4v y rr�aff ci-''-' P ✓ '' - z y'" Zy7 f - A } lu SEE SUNLAST FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE I� §unlastMetal OFFICE: (772) 223 -4055 TOLL FREE: (877) 8- METAL -6 FACSEMILE: (772) 781 -7492 INSTALLATION SEQUENCES 1. Moisture Barrier - Install Moisture Barrier according to the manufacturer instructions. 4. Valley Trim - Install the Valley Trim over the Eave Trim, working from the Eave to the Valley Peak. 2. Fascia Trim - Install the fascia trim 3. Eave Trim - Install the Eave Trim along all eaves and rakes. along all eaves lapping over Fascia Trim. 6. Metal Roof Panels - Install the panels over the Eave and Valley Trims. Do not install panels where the trim laps under the panels. 6. Hip Trim - Install the Hip Trim over the Metal Roof Panels just installed. 7. Ridge Trim - Install the Ridge 8. Transition Trim - Install the Transi- 9. Metal Roof Panels - Complete the Trim over the Hip Trim intersection lion Trim over the low slope panels and panel installation - installing the high and valley peak. moisture barrier. panels over the Trim Transition and the remaining exposed locations. SEE SUNLAST FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE §unlastMetal OFFICE: (772) 223 -4055 TOLL FREE: (877) 8- METAL -6 FACSDIILE: (772) 781 -7492 INSTALLATION SEQUENCES - CONTINUED 10. Rake Trim- Install the Rake Trim over the panels along all Gable Rake edges. 11. Peak Trim - Install the Peak Trim over the panels. 13. Side Wall Trim - Install Sidewall Trim over the panels. 14. Side Wall Trim (Rear View) SEE SUNLAST FOR CURRENT INFORMATION 12. Ridue Trim - Install the Ridge Trim over the Panels. 15. End Wall Trim - Install End Wall Trim over the panels. SUBJECT TO CHANGE WITHOUT NOTICE 0 §unlastMetal OFFICE: (772) 223 -4055 TOLL FREE: (877) 8- METAL -6 FACSEVIELE: (772) 781 -7492 FLASHING / TRIM METAL DETAILS BULLNOSE EAVES DRIP BOX GUTTER (6" STANDARD) of 3/4" 1" 2 -1/2" 6„ 1" 2-1/2 " 5„ Y 6" S.O. = 8" S.O. = 22 -1/4" (Standard) GABLE RAKE PEAK / HIGH END FLASHING r--3 -3/811 5" 3-1/2" 1/2" 5„ S.O. = 5-1/8" S.O. = 11" GAMBREL FLASHING TRANSITION FLASHING 6" 6" 6" 3/4" S.O. = 12 -3/4" S.O. = 12 -3/4 "" SEE SUNLAST FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE §unlastMetal OFFICE: (772) 223 -4055 TOLL FREE: (877) 8- METAL -6 FACSIM LE: (772) 781 -7492 FLASHING / TRIM METAL DETAILS RIDGE /HIP , CAP (HEMMED) VALLEY 5.114" 1" n rr W Hem S.O. = 12" S.O. = 20" SIDEWALL FLASHING END/ HEAD WALL FLASHING 4" 4" I 3W 3/4" S.O. = 9-3/4" S.O. = 9-3/4" SEE SUNLAST FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE EDBN - SS #10 x 1" Pancake -Head Wood Screw Bullnose Cleat #30 Felt (Min.) Plywood Decking (15/32" Min) Sunlast Metal, Inc. JAR Eave Drip - SS JR ( Bullnose) JAR _ JR I A I EDBN -SS - I REV A I SHEET 1 01 BG 1 -SS #10 x 1" Pancake -Head Wood Screw 1/811 x 3/16" Stainless Steel Pop Rivet Box Gutter Strap (Sized to Gutter) Box Gutter (6" x 6" Standard) #30 Felt (Min.) Plywood Decking (15/32" Min) Sunlast Metal, Inc. SCALE 2:1 JARI jR Box Gutter 1 - SS : ITVT M M N GR1 -SS Gable Cleafi 2 -1AT #10 x 1" Pancake -Head Wood Screw 1/2" Buytl Tape Sealant Pop Rivet (Stainless Steel) #30 Felt (Min.) Plywood Decking (15/32" Min) Sunlast Metal, Inc. ORMN Name JAR JR GABLE RAKE 1 - SS JAR SUE I DVVQ NUMBER JR A GR1 -SS REv A I SHEET 1 OF 1 #1( PF -SS Pop Rivet (Stainless Steel) 1" Z- Closure 1/2" Buytl Tape Sealant #30 Felt (Min.) Decking (15/32" Min.) Sunlast Metal, Inc. JAR JR Peak Flashing - SS JAR MGM AT PF-SS REV A I SHEET #10 x 1, vancaKe -t ieaa w ooa Screw PF2 -SS Pop Rivet (Stainless Steel) 1" Z- Closure 1/2" Buytl Tape Sealant #30 Felt (Min.) Decking (15/32" Min.) �z Sunlast Metal, Inc. m Peak _s JR I A I PF2 -SS GF1 -SS #10 x 1" Pancake -Head Wood Screw Buytl Tape (1/2" Min.) Sealant Z Closure #30 Felt (Min.) Plywood Decking (15/32" Min) Sunlast Metal, Inc. JAR GAMBREL JR FLASHING 1 (SS) JAR JRI A I GF1 -SS TF 1 -SS #10 x 1" Pancake -Head Wood Screw 1/2" Buytl Tape Sealant Z- Closure #30 Felt (Min.) Plywood Decking (15/32" Min) SCALE 2: Sun/ast Metal, Inc. JAR TRANSITION JR FLASHING 1 (SS) JAR _ JR A TF1 -SS REV A I SHEET 1 RHC -SS Z- Closure #10 x 1" Pancake -Head Wood Screw Pop Rivet (Stainless Steel) 1" Z- Closure 1/2" Buytl Tape Sealant #30 Felt (Min.) Decking (15/32" Min.) 1" 1" Sunlast Metal, Inc. Name JAR JR Ridge/Hip Cap - SS JAR SIZE I NUM13ER JR A RHC-SS Rev A I SHEET 1 OF V1 - SS f-- 1- 1/211ij 2 3„ /8 Valley Cleat #10 x 1" Pancake -Head Wood Screw Valley Cleat Butyl Tape Sealant Sealant #30 Felt (Min.) Plywood Decking (15/32" Min.) Sunlast Metal, Inc. J Valley 1 - SS JAR SIZE I NUMB A A V1 -SS REV A I SHEET swi - SS #10 x 1" Pancake -Head Wood Screw Buytl Tape Z- Closure Stainless Steel Pop Rivet Sealant #30 Felt (Min.) Plywood Decking (15/32" Min.) Z- Closure 1" Sunlast Metal, Inc. DPJM Name JAR SCALE jR Side Wall 1 - SS JAR IWGNUMBER JR A SW1 -SS SW2 - SS Counter Flashing #10 x 1" Pancake -Head Wood Screw #10 x 1 -1 /2" Hex-Head Wall Screw (Counter Flashing) Counter - Flashing (5 -1/2" S.O.) Buytl Tape Z- Closure Stainless Steel Pop Rivet Sealant #30 Felt (Min.) Plywood Decking (15/32" Min.) 1" Sunlast Metal, Inc. DRAWN Name JAR Name JR Side Wall 2 - SS ame JAR ame JR A I SW2-SS EW1 SS 1" Z- Closure 1n in #10 x 1" Pancake -Head Wood Screw Buytl Tape Z- Closure Sealant Sunlast Metal, Inc. #30 Felt (Min.) Name JAR End Wall 1- SS Name JR Plywood Decking (15/32" Min.) ame JAR, Sim E 1 MJ W-SS IT; me u A A SCALE 2:1 REV ISHE ET 1 OF 1 EW2 - SS #10 x 1" Pancake -Head Wood Screw 1° #10 x 1 -1 /2" Hex-Head Wall Screw (Counter Flashing) Counter - Flashing (5 -1/2" S.O.) Buytl Tape Z- Closure Sealant #30 Felt (Min.) Plywood Decking (15/32" Min.) Sunlast Metal, Inc. DRMM Name JAR jR End Wall 2 - SS JAR Dm MMSFA JR A7 EW2-SS