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RF-16-835 Miami Shores Village pBlit, ype Of � 10050 N.E.2nd Avenue NE ti : Work assrff tion:Mato Miami Shores,FL 33138-0000 Phone: (305)795-2204 : 3 Barr t tat t APFPt Ex iration: 11J216' l��:415�� p. Project Address Parcel Number Applicant 1178 NE 98 Street 1132050180400 CLAUDIO GONZALEZ Miami Shores, FL 33138-2508 Block: Lot: Owner Information Address Phone Cell CLAUDIO GONZALEZ 1178 NE 98 Street MIAMI SHORES FL 33138-2508 Contractor(s) Phone Cell Phone FLORIDA STANDARD ROOFING (305)529-5899 (786)402-8828 Valuation: $ 21,900.00 - Total Sq Feet: 2600 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TO METAL ROOF. Inspection Type: Classification:Residential Scanning:3 Tin Cap Final Roof Final Roof Cap Sheet Roof in Progress Renailing Affidavit Review Planning Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-3-16-59214 CCF $13.20 DBPR Fee $4.50 03/30/2016 Check#:2562 $50.00 $803.20 DCA Fee $4.50 04/05/2016 Check#:2578 $803.20 $0.00 Education Surcharge $4.40 Bond#:3046 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $17.60 Total: $853.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I cert! that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and/ ning. Fut ore,I authorize the above-named contractor to do the work stated. April 05, 2016 Authorize Signatu :Owner / Applicant / Contractor / Agent Date Building Department Copy April 05,2016 1 oa' Miami Shores Village 414\ �6 REC a Building Department artment MAR 96 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 t q BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1178 NEg8 ST City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: 11-3205-018-0400 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Claudio Gonzalez Phone#:305-573-6185 Address: 1178 NE 98 ST City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Florida Standard Roofing Phone#: 305-529-5899 Address: 7070 SW 9 ST Unit 102 City: Miami State: FL Zip: 33144 Qualifier Name: Daniel Crespo Phone#: 786-402-8828 State Certification or Registration#: CCC1328412 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$$21,900.00 Square/Linear Footage of Work: 2600 Type of Work: ❑ Addition ❑ Alteration ❑ New N Repair/Replace ❑ Demolition Description of Work: Re-Roof Metal Specify color of color thru tile: Submittal Fee$�� Permit Fee$ CCF 4Z3 CO/CC$ Scanning Fee$ �1 �� Radon Fee DBPR Notary$ Technology Fee$ G® Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ " TOTAL FEE NOW DUE$ Z0 (Revised02/24/2014) 3 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. L4��.K—, Signature SignatuPe OWNER or AG NT / CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this W 4h day of �1Q�C�-Q/1 20� 1`by O day of avo. 20 1 U by C huVJ�o hOd12.41U .--,who is personally known to -IDOw P,( CRwho i ersonally known me or who has produced'FJ: b46 52-4. 101`5 (�aB-3 ® me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 9 n Sign: Sign'• /� Q Print: Aou, (?l l�D E�—" Print:�t?t C.`[OPP.2 - Seal: HAZEL CAROLINA LOPEZ Seal: i 4� 6•• A4Y COMMISSION#FF163775 `a° HAZEL CAROLINA LOPEZ EXPIRES September 28.2018 MY COMMISSION#FF163775 P ': • •peri p S[il(�] ,�A_ (407)398-0153 Floridallotjn� ice.com G APPROVED BY tj Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 51a Miami shores Village .n. �" Building Department � •�� 10050 N.E.2nd Avenue Rip 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: 3 130 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: C�A�1 �'o © 02-�L Property Address:_ 1 1 7 2 t)E 9 9 2 A'&, Yvm S ¢ -02��s FL 3 3 13 6 Roofing Permit Number: Dear 'Building Official: I C G"it,—,t.r"v A c9 2certify that I am not required to retrofit the roof to wall connections of my buildil because: [The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attachp roof of ad valorem taxation, o The building was constructed in compliance with the provisions of the Florida Building Code (FBC)or with the provisions of 1994 edition of the South F rida Building Code(1994 SFBC) f , 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 -1A day of jL6ch. 0®/&- HAZEL CAROLINA LOPEZ Notary Public, Sate of Florida at Larg / e Awe ti.1v COMMISSION#FF163775 „� mop• EXPIRES September 28,2018 • When the just valuation of the structure for purpose of ad valorem taxation Is equal to or more than$300,000.00,an 40 NtW4*94 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5!21!2009 Property Search Application- Miami-Dade County Page 1 of 5 OFFICE OTHE PROPER a F i= , AP ,,,, ,RAI Detailed Report Generated On:3/30/2016 Property Information Folio: ®� .,m.�.� 11-3205-018-0400 - ,� � r 1178 NE 98 ST Property Address: Miami Shores,FL 33138-2508 Owner CLAUDIO A GONZALEZ y Mailing Address 1178 NE 98 ST is MIAMI SHORES,FL 33138-2508 �� e;�ar� �� Primary Zone 1100 SGL FAMILY-2301-2500 SQ b 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT a . 5 Beds/Baths l Half 2/2/0 -� �I Floors 1 Living Units 1 9 ` Actual Area 2,169 Sq.Ft Living Area 1,419 Sq.Ft Adjustea Area w 1,726 Sq.Ft Tas_a;>le V4h,a Inft aFicrm Lot S,ze 10,781.33 Sq.Ft 20 2013 Year Built 1951 - Assessment Information en �" `✓: e X01 5 Gnr $50,000 Year 2015 2014 2013 -" �; $ ' $239,256 Land Value $328,658 $291,352 $197,1961 � '`'' Building Value $122,105 $119,968 $120,988 _._ .,u�� $25,000 XF Value $199 $202 $204 i arable Value $27L 942! $268,594 $264,256 ..... . . Market Value $450,962 $411,522 $318,388 -- - $5, .000: K0,01; $50,000 Assessed\slue $295,942 $293,594 $289,256! iq ---- - tTa.xable uc 3 $2-6.042!' 3243,594 3239,256 Benefits Information Benefit Type 2015 20142013 I i,.0 5.;,;,0004 $50000 $50,000 Save Our Homes Assessment , %4 ^' $239,256 Cap Reduction $155,020 $117,928 $29,132 HomzaUt ad Exemption $25,000 $25,000 $25,000! Sec.orid Exemption $25,000 $25,000 $25,000, Homestead Note:Not all benefits are applicable to all Taxable Values(i.e.County, Schcci Board.City Regional). The Office of the Property Appraiser is continually editing and updating the tax roll.This wee,-.LF ec1 hr most c,rrrnni mcrplafi,r on re ord The Property Appraiser and Miar^i-Dcde County assumes no liability,see full disclaimer and User Agreement E.t Version: http:/,Iwww.miamidade.gov/propertysearch/ 3/30/2016 Prope. Search Application - Miami-Dade County Page 2 of 5 . � Y E P .� i 1 4 S , .�� i RS. M F _ CE OF 3 Y3 � Z i }z- 1 3 r �t ' k R.-. Generated On:3/30/2016 Property Information Folio: 11-3205-018-0400 Propery Adaress: 1178 NE 98 ST Roll Year 2015 Land, Building and Extra-Feature Details Land Information Lana Use Muni Zone PA Zone Unit Type Units! Calc Value GUJERAL R-20 1100 Front Ft. ! 75.001 $258,352 GENERA!- R-20 1100 i Front Ft. ; 20.41 $70,306 Building Information �4 Build.irtg Number Sub Area Year Built Ac+ua!': Fr :. Living Sq.Ft. Adj Sq.Ft.i Calc Value __._.. ___........-.................. __._ 1 1 1951 9291 1.419. 1.646— $115,516 1 2 1985 240 0130: $6,589 Ezra rc atu res Description Year Ruilt Units; Calc Value Chain-link Fence 4-5 ft h uh ! 19QO "5' $199 The Office or the Property Appraiser is continually editing and updating the tax roll.This website m ay t rer;ect the most current ii,formation on record The Property Appraiser and Adan i-G.:'e County assumes no liability,see full disclaimer and User Agreement at http.hww�,v.m:cim;dade.guv/info/disclaimer..asp Version: http://www.miamidade.gov/propertysearch/ 3/30/2016 PropeM Search Application- Miami-Dade County Page 3 of 5 ' r I f d > OF THE PRO RU"n} 6 - x. , 4 Generated On:3/30/2016 Property Information Folio: 11-3205-018-0400 Propery Aduress: 1178 NE 98 ST R®Id Year 2014 Land, Building ana Extra-Feature Details Land Information Lana Use — Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-20 1100 Front Ft. 75.00 $229,026 GE\'FRP!_ _ R-20 1100 Front Ft. 20.411 $62,326 Building Information Building Number Sub Area Year Built Actual-Sq.Ft Living Sq.Ft.! Adj Sq.Ft. Calc Value 1 1 1951 1,929 1,4191 _ 1,646 $113,459 1 2 1985 240 0 E0 $6,509 Eee':ta Feaitiinas Descr: ..W.. �'-i^" E Year Built Units! Calc Value Chain-link Fence - r,n oh _ 19Q? — .5' $202 The Office of the Property Appraiser is continually editing and updating the tax roll.This website m ay n,t reflect the most currert i,formation on record.The Property Appraiser and N ivini-Da;a County assumes no liability,see full disclaimer and User Agreement at http://www iniamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 3/30/2016 Property Search Application- Miami-Dade County Page 4 of 5 017 OFFICE OF THE PROPERTY APPRAISER Generated On:3/30/2016 Property Information Folio:11-3205-018-0400 Property Address: 1178 NE 98 ST Miami Shores,FL 33138-2508 Roll Year 2013 Land, Building and Extra-Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-20 1100 Front Ft. 75.00 $155,012 GENERAL R-20 1100 Front Ft. 20.41 $42,184 Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1951 1,929 1,419 1,646 $114,389 1 2 1985 240 0 80 $6,599 Extra Features Description Year Built Units Calc Value Chain-link Fence 4-5 ft high 1983 35 $204 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 3/30/2016 PropeSearch Application -Miami-Dade County Page 5 of 5 OFFICE OF THE PROPERTY APPRAISER Generated On:3/30/2016 Property Information Folio: 11-3205-018-0400 Property Address: 1178 NE 98 ST Full Legal Description REV PL MIAMI SHORES SEC 8 PB 43-69 LOT 23 BLK 180 LOT SIZE IRREGULAR OR 18996-2775 02 2000 1 COC 23649-2439 07 2005 1 Sales Information Previous Sale Price OR Book-Page Qualification Description 07/01/2005 $590,000 23649-2439 Sales which are qualified 02/01/2000 $199,500 18996-2775 Sales which are qualified 07/01/1983 $106,000 11874-1571 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hfp://www.miamidade.govfnfo/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 3/30/2016 AO RE® CERTIFICATE OF LIABILITY INSURANCE °2�12� 20 6"' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Jon Rock NAME: The Contractors Choice Agency aCNNo Ext: (800)918-3584 `L� No):(977)684-9951 PO Box 13645 E-MAILADDRESS: gi.Jon@n nsuranceonline.com INSURER(S)AFFORDING COVERAGE_ _ _ _ NAIC_#__ _ Chandler AZ 85248 INSURER Cont. Ins. Co. RRG _ 12497 -- ---- ----- INSURED INSURERS. - ---- - ----------- - - -- Florida Standard Roofing Inc. INSURER C: 2655 LeJune Rd Suite 500 INSURER D: T INSURER E: Miami FL 33134 INSURER F COVERAGES CERTIFICATE NUMBER:CL0961704222 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP- LTR POLICY NUMBER MM/DD MM/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE _$ 1,000,000 A CLAIMS-MADE X OCCUR ', DAMAGE TO RENTED -� - -PREMISES50 000 __iEa occurrence) $ PC92918-03 2/17/2016 2/17/2017 1 MED EXP(Any one person) $ 5,000 `moi -- -- ------ --- i 1 000,000 PERSONAL&ADV INJURY $ i GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 1,000,000 I - - X POLICY JECT LOCPRODUCTS-COMP/OP AGG I$ 1,000,000 OTHER: $ AUTOMOBILE LIABILITY _(Ea COMBINEDSINGLELIMIT $ ,-- -- ANY AUTO '�`BODILY INJURY(Per person) $ ALL OWNED —SCHEDULEDaccident Per' BODILY INJURY $ ----_-- AUTOS 'AUTOS ( ) HIRED AUTOS '� 'ANON AWNED UTPROPERTacd Y Y DAMAGE '�---- ---r----- - --- is UMBRELLA LIAR OCCUR ^EACH OCCURRENCE - _ $- EXCESS UAB r-I CLAIMS-MADE AGGREGATE ~$ DED ? RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LU►BIUTY Y/N', i, ', �_J_STATUTE SER t -- OFFICER/MEMBER " - -------- ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBEREXCLUDED? L N/A �-- ----- --___----- (Mandatory In NH) � E.L.DISEASE-EA EMPLOYE $_ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT$ I I I I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space is required) Rofing Contractor License #CCC1328412 CERTIFICATE HOLDER CANCELLATION (305)756-8972 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE Robert Rock/JON _ - ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(201401) Section AB C EVF —, � 19 I Florida Building Code 2014 Edition High Velocity Hurricane Zone Permit Application Form MAR 0 2U16 Section A(General Information) BY: ' Master Permit No: Process No: 0000 . . 0000 0000.. Contractor's Name: Florida Standard Roofing •• •. ••• • 0000.. • Job Address: 1178 NE 98 Street Miami Shores, FL 33138 •••• ;••••; 0000 0000 0000. Roof Category 0000.. 0000 0000. ••• 0 Low Slope Mechanically Fastened Tile • Adhesive/Mortar Tile Sgt • 0 0900.. 0000.. Asphaltic Shingles Metal Panel/Shin le 900•W.00d ghip les/Shakes.• 0 . Sprayed Polyurethane Foam Other: Roof Type New Roof Re-Roofin Recovering Repair Maintenance Are there Gas Vent Stacks located on the roof? Yes ® If yes, what type? Natural LPGX Roof System Information Low slope roof area (ft.) Steep Sloped area(ft.')2,454 Total(ft.2) 2,454 Section B(Roof Plan) +Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers, overflow scuppers and overflow drains. f i Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. {; Perimeter Width a'): 3 Corner Size(a'x a'): 3x3 _ !! i i i ! lii/iiiiilli!n/ :,t lrniili v vliiiii ! /iJiir uiiiiiiiiiiiiiriiiiiiiiiiiiiiiiiiirrirlirririifiiiiifJin• /riiif J.Ni/iJ/f/ Cr • J//J�1111!!J!J/ ^ '• ^ J/.%JNIJJlJ�// /JJJ//�/!1//J/J / ^ l�'r^JJiiiiri C < lJlvlJlr///1 !!11!!1r///J!//11//J/.%�/JIJ�rJ!//1/I�//!!J/// /^'J/1//.'n/ 3 6 �, M L, = i !!'lll/JJIJ// '!!//JJlN!//rJr LL Q > y /iviiii/i •/iiiiii/iiriiiiiirJilii!llliliJJiriiiriiiiiJliirJJiiiiiii ! /�� liJ. ^/. 1Jll1J./lfJllll - © LJ 19' 0 Cc Zv 0' Metal Roof System MIAMN)ADE " Miami-Dade County ® HVHZ Electronic Roof Permit Form Section D Metal Roof System "Delivering Excellence Even My" Roof System Manufacturer: East Coast Metals Inc Notice of Acceptance Number: 11-0725.06 see. 0000 0000 000006 Minimum Design Wind Pressures, (from RAS 127 or Calculations): P 1: 39.1 p 2: 68.1 P�3� 100.7• •. • 0000.. 0000 0000.. • . Maximum Design Wind Pressures, (From the NOA Specific system): 106.75 psf •••• •• •• 0000. Fill in the specific roof assembly components. if a component is not required, insert not applf(Wo(n/a)•ixtext bvKj•• .. .. •••• 0000.. Deck Type: —5/8"Plywood-- .. e '. . . 0000.• 0000.. Optional Nailable Substrate: :0000: • n/a '.. Optional Nailable Substrate Attachment Method: n/a Optional Insulation: nla Optional Insulation Attachment Method: n/a Roof Slope: 3.. .: "/12„ Fire Barrier: Roof Mean Height:E ft. GAF Versa shield Clip or Screw Spacing for Metal Roof Panel Attachment Underlayment Type: #30 Ib felt Field: 24. "o/c Perimeters: 12 __ "o/c Corners: _12 . "o/c Underlayment Fastener Type: Number of screws required per clip:El I tin caps and 1.25 inch rs nails Perimeter Width:El ft. Optional Peel &Stick Membrane: GAF Storm Guard Screw Type, Size, &Gauge for Clip or Metal Panel Attachment: Metal Roof Panel: englert 1300 series corrision resistant#10 selftapping pan head screw ! Drip Edge Size&Gauge: —3"face 26 ga.-- Drip Edge Material Type:I-Galvinized Metal— Drip Edge Fastener Type: 1.25 inch rs nail Hook Strip/Cleat gauge or weight: --24 ga_-- _. r� n "Delivering Excellence Every Day" 1VIIAMI-DARE COUNTY REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing pe*"fl and to explain to the owner the content of this form. The owner's initials in the designated spateandicates that theitgorn .00.00 0. •0 0000.. as been explained. . 0000.. 0000.. 0000 0 . . . 0000 000 0000. 1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 EK-gni:Velocity0o-Iurricatt.6• Zone) are for the purpose of providing that the roofing system meets the wind resista$c8'and wafdf tntrusi6n6 0:• 0000.. performance standards. Aesthetics (appearance) are not a consideration with respect to 0Nvprkm4nskp pro%i,SjQrs. Aesthetic issues such as color or architectural appearance, that are not part of a zoning rode, shouNrte addressed 0000 .0969. as part of the agreement between the owner and the contractor. 6 6 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). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, 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. 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. g5. Ponding water: The current roof system and/or deck of the building may not drain well and may eater 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. ZE6. 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 wit requirements of. Chapter 15 and 16 herein and the Florida Building Code, Plumbing. _ 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. Owner's/Agent's Signature: Date: 03 /125 / 2016 Contractor's Signa- _ Permit Number: j Property Address: 1117 NE 98 ST Miami Shores, FL 33138 d I 0000 • • 0000 0096•• •• • • • ....0' ... SECTION 1524 ' ' ' ... .. .. .. HIGH VELOCITY HURRICANE ZONES-REQUIRED OWNERS NOTIFICATlOIO'POR ROOFING• 000000 CONSIDERATIONS 9 • 9 9 .... .. .. ..... ••0••. •..6 0•:000 1524.1 Scope.Ask pertains to the section,itis the responsibility of roofing contractor to p VAOthe oalt i;vIt ...... the required roofing permit,and to explain to the owner the content of the section.The prWalamsof Section 54402 0• govern the minimum requirements and standards of the industry for roofing system installMoris.Additoaally,the ....:. following items should be addressed as part of the agreement between the owner ant the-contractor.Thi owFul f s Initial In the designated space indicates that the item has been explained. 0 0 0000 . 2 Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be ed in accordance with the current provisions of Section R4403.(The roof deck Is usually concealed prior to removing the existing roof system). 4. Exposed Ceiling:Exposed,open beam ceilings are where the underside of the roof decking aw"wed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nafl penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6. OverRow scuppers(wall outlets):It Is required that rainwater flows off so that the roof Is not4ove — d from a buildup of water.Perimeter/edge wall or other roof extension may block this discharge I overflow scuppers(well outlets)are not provided.it may be necessary to install overflow scuppers in akco with the requirements of Sections R4402,R4403 and R4413. Owner/Agent's Signature ate Coffirector SignatuM-Property Date Address 0-L 313� Permit Number 3 Revised on 792009 LD;07101/2015; i i 1` IAMI' MIAMI-DADE COUNTY ® PRODt?CT CONTROLeWCTION DEPARTMENT OF PERMITTING,ENVIRONMENT, AND REGULATORY 01805 CW 26 St,",4 om 208•••••• AFFAIRS(PERA) *-Aiaiii,Florida 33145-2474 ' • BOARD AND CODE ADMINISTRATION DIVISION T(786).i1.9•W0 FtW1 j:5-2599 •••; NOTICE OF ACCEPTANCE (NOA) ••,$&, '.miamida&.aov/nem • ••.• East Coast Metals,Inc. •""• . : • 2301 Wet 8`h Lane .... .... ... ....... ...... . ... Hialeah FL.33010 • .. .. .... ...... SCOPE: •••••• This NOA is being issued under the applicable rules and regulations governing the use of construolionmsterials'The 0 ;•�,�; documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product control Sec&W To be use;0000:• in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). es 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: Englert Series 1300 Metal Panel(2"Clips and 6"Clips) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0725.06 Expiration Date: Approval Date: Page 1 of 5 ROOFING ASSEMBLY APPROVAL 0060 Cateffory: Roofing . 6 • 0 00 0 6 0 6 0 Sub-Caterorv: Metal,Panels(Non-Structural) .6 . Materials: Steel •0••6• .. 6. 000000 Deck Type: Wood 696696 • • . 0000 . . .66666 Maximum Design Pressure —165 psf 0000 .. .. 0000. 0000.. 0000 0000. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APj%WANT'...6.• 0 0 0 6:0 Test Proaucg': ' Product Dimensions Specifications Description :...:. 000000 .0000. Series 1300 Length:various TAS 125 Corrosion resistant,galvalume, .6•:6 6 Width: 16" preformed,standing seam. Coated',pre-0 Thickness 0.024(24ga) finished, metal panels. 2"Clip Length: 2" TAS 125 Corrosion resistant,galvalume, Width: 1" preformed, coated, pre-finished, metal Height:1-9/16" clips for use in Field or Permiter and Thickness 0.020 Corner Area of Roof. 6"Clip Length: 6 '/4' TAS 125 Corrosion resistant,galvalume, Width: 1" preformed, coated,pre-finished, metal Height:.65" clips for use in Permiter and Corner Thickness 0.0276 Areas of Roof. Trim Pieces Length: varies N/A Corrosion resistant,galvalume, Width: varies preformed,coated, pre-finished, trim Thickness 0.0276. pieces. EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name/Report Date Morton International AS-0286-91 L Salt Spray Feb. 1986 ASTM B 117 Morton International AS-0286-91 T Accelerated Weathering Feb. 1986 ASTM G 23 Architectural Testing Inc. 01-32797.01 TAS 100 Nov. 1998 Architectural Testing Inc. 01-32797.03 ASTM E 8 Nov. 1998 Hurricane Test Laboratory, 0155-0615-05 TAS 125 Feb. 2006 LLC. Architectural Testing 92270.01-109-18 TAS 125 October. 2009 NOA No.: 11-0725.06 Expiration Date: Approval Date: Page 2 of 5 APPROVED ASSEMBLIES: SYSTEM A-1: Series 1300 Panel Panel 16"Wide ��• Deck Type: Wood,Non-insulated ; •• •••• •••••• Deck Description: 19/32" or greater plywood or wood plank •..•00 6660% Slope Range: 2":12"or greater •""' ;..06; 0000 Maximum Uplift See Table A Below .... .. .. ..0 0. 0000 ..:00' Deck Attachment: 1n accordance with applicable building code,but in no case shalleisbe less'tJi l .000.0 8d annular ring shank nails spaced 6"o.c. In reroofing,wherettk®deck is less than 19/32"thick(Minimum 15/32")the above attachment method most be f q •••••• 0000 0 0 addition to existing attachment. . .0. • 0 9906: .. . 0000 Underlayment: Minimum underlayment shall be an ASTM D 226 Type 11 instal led'"ilh:a minimum 4" side-lap and 6" end-laps. Underlayment shall be fastened with corrosion resistant tin-caps and 12 gauge 1 '/4" annular ring-shank nails, spaced 6" o.c. at all laps and two staggered rows 12"o.c. in the field of the roll. Or, any approved underlayment having a current NOA. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with Englert's current published installation instructions. 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. Metal Panels and Install the"Series 1300 Panel" and accessories in compliance with the current Accessories: published installation instructions and details in Englert Metal Roofing Installation Manual. Flashings, penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. 1. Panels shall be installed with approved Panel Clips located at each panel rib side lap spaced at a maximum, listed in Table A below, parallel to roof slope, fastened with#10 wafer head spoiler tip corrosion resistant screws of sufficient length to penetrate through the sheathing a minimum 3/,6 of an inch.Use 2 screws for the 2"clip and use 4 screws for the 6"clip. 2. Standing seams shall be mechanically seamed to a 900 degree seam, (single lock). TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Perimeter and Corner''2 Maximum Design Pressures —69.25 psf —106.75 psf —165 psf Maximum Clip Spacing 24"o.c. 12"o.c. 12"o.c. Clip Size 2" Clip 2" Clip 6" Clip I. Extrapolation shall not be allowed 2. Place a bead of Bostik 70-05A sealant in the lateral seams prior to seaming. NOA No.: 11-0725.06 Expiration Date: Approval Date: Page 3 of 5 SYSTEM LIMITATIONS 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials•••• . . 0000 0000.. Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof preVj;gq..Zgnes(i!e•,•„ •,��• field,perimeters,and corners).Neither rational analysis, nor extrapolation shall be4 miffed for. • enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners amkorners�, 0000.. 3. Panels may be rolls formed in continuous lengths from eave to ridge.Maximum lenitlis shall ge as • 0 •0 • 0000 0000. described in Roofing Application Standard RAS 133 • .. .. 0000 000069 4. All panels shall be permanently labeled with the manufacturer's name and/or to:6'getl the following •. statement: "Miami-Dade County Product Control Approved" or with the Miami=Dade;�."paoYy 0.0000 Product Control Seal as seen below. All clips shall be permanently labeled with tVinanuflcturer's ;.,,,; s• • 0000 • • name and/or logo, and/or model. • • . MIAMI•DADE COUNTY L, 22; a 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. 6. Panels may be jobsite roll formed with machine model#08.10.03 from Englert Inc NOA No.: 11-0725.06 Expiration Date: Approval Date: Page 4 of 5 PROFILE DRAWINGS 16" • • 0000 0000•• 9. • 520' 0000•• 0090: ••••i• • 0000•• • • • 0000•• 0000 • • • • •• • •• •• 0000• 0000•• 0000 0000• 0.279" • • • • •• •• 0000 0000•• 1.5" � • • :000:0•0 00900• ••99•• •• • 1-9/16" . F r � W, I.`? 2"CLIP DETAIL 671 CLIP DETAIL (FIELD AND PERIMETER AND CORNER OPTION) (PERIMETER AND CORNER OPTION) Bostik Sealant Before Seaming 90 degree 90 degree Seam Seam w/Bostik Sealant SERIES 1300 PANEL SYSTEM END OF THIS ACCEPTANCE NOA No.: 11-0725.06 Expiration Date: Approval Date: Page 5 of 5 TGFU.R18970-Roofing Systems http://database.ul.com/cgi-bin/XYV/template/LISEXT/IFRAME/showpa... A UUL ONLINE CERTIFICATIONS DIRECTORY TGFU.R18970 Roofing Systems Paae Bottom Roofing Systems See General Information for Roofing Systems ENGLERT INC R18970 1200 AMBOY AVE PERTH AMBOY,NJ 08861-1920 USA OTHER SYSTEMS Class A 1.Deck:C-15/32 or spaced Incline:Unlimited Impact:4 sheathing Underlayment:—One layer"VersaShield Undedayment",mechanically fastened. • • •••• •••••• Ply Sheet:—One layer Type 30 base sheet or"VersaShield",mechanically fastened. •• • • • • Panels:——Steel,zinc or copper roofing panels,designated"Series 1000","Series 1100","Series 1300",•'; AQ41500",•�.•;. "Series 2000"or"Series 2500",mechanically fastened. 990:00 • •••••• 2.Dedc:C-15/32 or spaced Incline:Unlimited Impact•4 •0000 •••••; ••••• sheathing • • •••••• •••• ••••• Underlayment:—One or more plies"VersaShleld Underlayment",mechanically fastened. •• •• ••••• •••••• Panels:—Steel,zinc or copper roofing panels,designated"Series 1000","Series 1100","Series 1101",",Sgr".V00","Seriej 1500", • "Series 2000"or"Series 2500",mechanically fastened. • • • • • • • • •••••• • • • :6000: 3.Deck:C-15/32 Incline:Unlimited Impact:4 • • • • Barrier Board:— 1/4 in.min.G-P Gypsum DensDeck®with all joints staggered a min of 6 in.from the plywood joints. ••• Insulation(Optional):—Fiberglass,polyisocyanurate,perlite or wood fiber,any thickness. Membrane:—Any UL Classified modified bitumen system,BUR system or CPE,CSM,CSPE, EPDM, NBP, PIB, PVC,TPO or TRE membrane system suitable for use with any roof insulation. Panels:—Steel,zinc or copper roofing panels,designated"Series 1000","Series 1100","Series 1101","Series 1300","Series 1500", "Series 2000"or"Series 2500",mechanically fastened. Last Updated on 2014-06-17 Questions? Print this page Terms of Use Page To ©2014 UL LLC When the UL Leaf Mark is on the product,or when the word"Environment"is included in the UL Mark,please search the UL Environment database for additional information regarding this product's certification. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service.Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information,Assemblies,Constructions,Designs,Systems,and/or Certifications(files) must be presented in their entirety and in a non-misleading manner,without any manipulation of the data(or drawings).2.The statement"Reprinted from the Online Certifications Directory with permission from UL"must appear adjacent to the extracted material.In addition,the reprinted material must include a 'copyright notice in the following format: "©2014 UL LLC". I of 1 11/7/2014 9:12 AM I+I A M Mi AMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami.Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadc.eov/economy GAF 1 Campus Drive Parsipanny,NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, m& or suspend the use of such product or material within their jurisdiction. RER reserves the rigl;to revoke M.S.W@ptancp..... if it is determined by Miami-Dade County Product Control Section that this product or mathaffks to meet the requirements of the applicable building code. .66... 0.00:0 This product is approved as described herein,and has been designed to comply with the 171etida Ouilding Cede 0�; including the High Velocity Hurricane Zone of the Florida Building Code. ."'•. .• • DESCRIPTION: GAF Leak Barriers and Roof Deck Protection '•�'• ••• e. �.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or log oC city,Ptate axtd 0000..following....;. statement: "Miami-Dade County Product Control Approved",unless otherwise noted hereilq. 0 . . .. 0000 .0060. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has beetv nAhange in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 13-1104.11 and consists of pages I through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0915.02 Mlah A-N� Expiration Date: 02/21/18 Approval Date: 09/10/15 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS/Polypropylene/Asphalt PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description WeatherWatchl 36"x 50' rolls ASTM D 1970 Granular surfaced modified,fiberglass reinforced, Mineral Surfaced Leak 36"x 66.7' rolls bituminous sheet material for use as a leak barrier Barrier underlayment in sloped roof assemblies. Manufacturing Designed as an ice& rain shield. Location#2,3 WeatherWatch'XT 36"x 50' rolls ASTM D 1970 Mat surfaced modified,fiberglass reinforced Mat Surfaced Leak 36"x 66.7' rolls bituminous sheet material for use as a leak barrier Barrier underlayment in sloped roof assembUCj.. • Manufacturing Designed as an ice& gain shield. .••• 0.00•• Location#3 •• • .• 000..0 .• .• .•.•.• StormGuard''Film 36"x 66.7' rolls ASTM D 1970 Modified, fiberglass reitrferoed, bituminous sheet Surfaced Leak Barrier material for use as a hygflftperatUft Ipar barrier.... • Manufacturing underlayment in slopedroof assembTits.•• *Go** Location#2 Designed as an ice&rap*a s1;eld. . LibertyTM SBS Self- 39-'/8"x 66' rolls ASTM D 1970 Self-adhering SBS rodf mt'n$rane. ....;. Adhering Base/Ply .00000 . Sheet •• 0.00 Manufacturing • Location#2 UnderRoof`r` 2 39-'/8"x 67.8' rolls ASTM D 1970 Self-adhering reinforced membrane of SBS Polyester-Surfaced modified asphalt with polyester surfacing for use Leak Barrier with asphalt shingle roof assemblies. Roof slopes Manufacturing of 2:12— 12:12 are acceptable as indicated by Location#1,3 local codes and manufacturer's installation instructions. UnderRoofr"HT High 39 '/8"x 61.0' rolls ASTM D 1970 Self-adhering reinforced membrane of SBS Temperature Leak modified asphalt with polyester surfacing for use Barrier as a high temperature underlayment in sloped Manufacturing metal and asphalt shingle roof assemblies. Roof Location#3 slopes of 2:12— 12:12 are acceptable as indicated by local codes and manufacturer's installation instructions. NOA No.: 14-0915.02 MIAM40WD;COUNTY Expiration Date: 02/21/18 Approval Date: 09/10/15 Page 2 of 8 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Deck-Armor TM 54"x 222' rolls ASTM D 226 A UV-stabilized polypropylene breathable Premium Breathable 48"x 100' rolls Type ll underlayment. To be used for roof deck Roof Deck Protection protection as an underlayment in sloped roof Manufacturing assemblies. Location#4 Tiger Paw T-'Roof Deck 48"x 250' rolls ASTM D 226 A UV-stabilized polypropylene non-breathable Protection 48"x 100' rolls Type ll underlayment.To be used for roof deck protection Manufacturing as an underlayment in sloped roof assemblies. Location#5,8,9 FeltBuster'High- 48"x 250' rolls ASTM D 226 A UV-stabilized polypropylene non-breathable Traction Synthetic Type l underlayment. To be used for roof deck protection Roofing Felt as an underlayment in sloped roof assemblies. Manufacturing Location#10 8888 Shingle-Mate" Roof 36"x 144' rolls ASTM D 226 Fibergass-reinforced;W941t!felt underlayment*To6.0 Deck Protection Type l be used for roof deckprewuion as an 8888:. Manufacturing underlayment in slope&re@*assemblias. • • Location#6,7 •••• • • • 8888.. 8888 8888. 8888.. . . . . 8.00.6 68..06 . . .0000. . 9.6 6 NOA No.: 14-0915.02 MIAMaDAD;COUNTY Expiration Date: 02/21/18 Approval Date: 09/10/15 Page 3 of 8 MANUFACTURING LOCATION: 1. Fresno,CA 2. Mt.Vernon, IN 3. North Branch,NJ 4. North Bay, Ontario 5. Mission,British Columbia 6. Pryor,OK 7. McGregor,TX 8. Qingdao, China 9. Charleston, SC 10. Spartanburg, SC EVIDENCE SUBMITTED: Test Amey Test Identifier Test Name/Report •.. ate Intertek Testing Services NA Ltd. 3077464-01 ASTM D 1971 ••• ••VT 23/06 3090131 Wind Uplift and Self Seatabitity 0,8/3/06 ... 100258583COQ-0I OA ASTM D 226 Ty}eTC 01/1 1/1 1 • 100673818COQ-003 ASTM D 226 Type 11 00 06/13/13 00. • 10 1 57289000Q-005 ASTM D 226 TYPeLI..• %,0%:7/14 ..... 000000 0000 00.00 PRI Construction Materials RGM-023-02-01 ASTM D 479&.'..' 0•@S46/07 .. Technologies, LLC. GAF-112-02-01 ASTM D 226 Typt•H:•; 03/15/06 0 GAF-238-02-01 ASTM D 1970' :.a;,x00/10 :0960: GAF-323-02-01 ASTM D 1970: o 11/30/11 •0.00 GAF-324-02-01 ASTM D 1970 0 0 L 1/31)/l 1 GAF-325-02-01 ASTM D 1970 1 1/30/1 1 GAF-326-02-01 ASTM D 1970 11/30/11 GAF-275-02-01 ASTM D 1970 11/11/10 GAF-344-02-01 ASTM D 1970 04/23/12 GAF-339-02-01 ASTM D 226 Type 1 03/14/12 ELK-311-02-01 ASTM D 1970 09/11/07 GAF-446-02-01 ASTM D 226 Type 1 09/26/13 GAF-518-02-01 ASTM D 226 Type I 06/04/14 MIAMMADE coUNTY NOA No.: 14-0915.02 '- ;... 1 Expiration Date: 02/21/18 Approval Date: 09/10/15 Page 4 of 8 APPROVED ASSEMBLIES: Deck Type 1: Wood, non-insulated Deck Description: 19/32° or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened to deck,membrane adhered. Base Sheet: Two plies of ASTM D 226 Type I or Shingle-Mate®Roof Deck Protection OR one or more plies of ASTM D 226 Type 11,Deck-ArmorTM Premium Breathable Roof Deck Protection, FeltBusterl High-Traction Synthetic Roofing Felt,or Tiger Paw'Roof Deck Protection with a minimum 4" side lap and a 6"end lap mechanically fastened to the deck with approved nails and tin caps 6" o.c.at the laps and four staggered rows 12" o.c. in the field of the roll. If roof is exposed to rain/snow,tape all end and side laps with approved butyl adhesive based seam/cover tape or an approved waterproof cloth duct tape(follow the tape's manufacturer's installation instructions).Always apply tape over all fasteners at the center of the rdLflc the end laps to help prevent rain or snow from entering at the fastneners. 0 6 '9999• 9009:•• Membrane: One or more plies of WeatherWatchl Mineral Surfaced Leak Barrier,'mea t1erWaX1i%Xf Mat••••;0 Surfaced Leak Barrier, StormGuard®Film Surfaced Leak Barrier, or Libet�•TM SBS S�lf- . Adhering Base/Ply Sheet membrane with a minimum 3"side lap and 6;pplj lap. Place the first::0606: course of membrane parallel to the eave, rolling the membrane to obtzla jg0imurn"taet. ••••• Remove the release membrane as the membrane is applied. Vertical strapiag of the reef with ••••• WeatherWatch®Mineral Surfaced Leak Barrier,WeatherWatch'XT 111*Ujrfaced 1'ealt BarrieF,0'•:• or StormGuard®Film Surfaced Leak Barrier is acceptable. :06: 0:• • . • 999 . 9066. 9 . Surfacing: Approved Roofing Assembly. 6 • • .999.. 90 . 6669 • . . . Deck Type 1: Wood, non-insulated 6. . Deck Description: 19/32" or greater plywood or wood plank System E(2): Membrane mechanically fastened to deck. Separator Sheet: One or more plies of GAF GAFGLASI Ply 4,GAFGLASI Flex-PIyTM 6, Rosin Paper,ASTM D 226 Type I or Type 1I, Shingle-Mate®Roof Deck Protection,Deck-Armot"Premium Breathable Roof Deck Protection,FeltBuster°High-Traction Synthetic Roofing Felt,or Tiger Paw'Roof Deck Protection loose laid. Membrane: One or more plies of WeatherWatch'Mineral Surfaced Leak Barrier, WeatherWatchl XT Mat Surfaced Leak Barrier, StormGuard®Film Surfaced Leak Barrier,or LibertyTM SBS Self- Adhering Base/Ply Sheet membrane mechanically fastened with a minimum 3"side lap and a 6" end lap to deck through the separator sheet with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. in the field of the roll. Surfacing: Approved Roofing Assembly. ��U NOA No.: 14-0915,02 htu►MaoE►o�couNn Expiration Date: 02/21/18 Approval Date: 09/10/15 Page 5 of 8 Deck Type 1: Wood,non-insulated Deck Description: 19/32° or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to deck, membrane adhered. Secondary Water Install a minimum 4"wide WeatherWatch"Mineral Surfaced Leak Barrier, WeatherWatchl-XT Barrier: Mat Surfaced Leak Barrier, or StormGuardO Film Surfaced Leak Barrier membrane over the (Optional) joints of the plywood roof deck prior to installation of the base sheet.Do not overlap end or side joints. All side and end laps should be butted firmly side by side,flush with each other but not overlapped. Do not leave the WeatherWatcho Mineral Surfaced Leak Barrier,WeatherWatchl XT Mat Surfaced Leak Barrier, or StormGuard�'Film Surfaced Leak Barrier membrane exposed for more.than 30 days without a roof deck protection underlayment protecting the secondary water barrier. Base Sheet: Two plies of ASTM D 226 Type I or Shingle-Mate'Roof Deck Protection OR one or more plies of ASTM D 226 Type 11,Deck-Armor"Premium Breathable Roof Deck Protection, FeltBusteO'High-Traction Synthetic Roofing Felt, or Tiger Paw''"'Roof Deck Prot�ectiorrwith •• 0000 minimum 4"side lap and a 6"end lap mechanically fastened to the dac*1*appro;ed mils and tin caps 6" o.c. at the laps and four staggered rows 12" o.c. in the field o�44%roll. •�.•.; 00.0:0 If roof is exposed to rain/snow,tape all end and side laps with approved 4tJI adhesive'based :0 seam/cover tape or an approved waterproof cloth duct tape(follow the.TVe gianufactufer:s • installation instructions). Always apply tape overall fasteners at the c HIV of the rolT or the en j0'0 0 0 0000.. 0000 0000 laps to help prevent rain or snow from entering at the fasteners. • .. .. •.•• 000000 Surfacing: Approved Roofing Assembly. •••••• ' . 0 0 0 0 0000.. 0000.. 0 • 0 0 0 000000 Deck Type 1: Wood, non-insulated " ' 0 0 0 0 . 0 •• • Deck Description: 19/32" or greater plywood or wood plank System E(4): Anchor sheet mechanically fastened to deck,membrane adhered. Base Sheet: Two plies of ASTM D 226 Type I or Shingle-Mate'Roof Deck Protection OR one or more plies of ASTM D 226 Type II,Deck-ArmorTl Premium Breathable Roof Deck Protection, FeltBusterl High-Traction Synthetic Roofing Felt,or Tiger Paw'Roof Deck Protection with a minimum 4"side lap and a 6"end lap mechanically fastened to the deck with approved nails and tin caps 6" o.c. at the laps and four staggered rows 12" o.c. in the field of the roll. If roof is exposed to rain/snow,tape all end and side laps with approved butyl adhesive based seam/cover tape or an approved waterproof cloth duct tape(follow the tape's manufacturer's installation instructions). Always apply tape over all fasteners at the center of the roll or the end laps to help prevent rain or snow from entering at the fastneners. Membrane: One or more plies of StormGuardl Film Surfaced Leak Barrier,UnderRoof`r"2 Polyester- Surfaced Leak Barrier or UnderRoor 'HT High Temperature Leak Barrier membrane 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. Surfacing: Approved for Metal roofing(StormGuard®Film Surfaced Leak Barrier,or UnderRoofr' HT High Temperature Leak Barrier), Slate,and Asphalt Shingle assemblies. NOA No.: 14-0915.02 MlAMI•DADEGOUNTY Expiration Date: 02/21/18 Approval Date: 09/10/15 Page 6 of 8 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. WeatherWatch) Mineral Surfaced Leak Barrier, WeatherWatch' XT Mat Surfaced Leak Barrier, StormGuardl Film Surfaced Leak Barrier, LibertyTM SBS Self-Adhering Base/Ply Sheet, UnderRoof' HT High Temperature Leak Barrier, Shingle-Mate® Roof Deck Protection, Deck-ArmorTM Premium Breathable Roof Deck Protection, FeltBuster®High-Traction Synthetic Roofing Felt, and Tiger Paw`Roof Deck Protection shall not be used as roof tile underlayment. 3. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. WeatherWatch)Mineral Surfaced Leak Barrier, WeatherWatch®XT Mat Surfaced Leak Barrier, StormGuard® Film Surfaced Leak Barrier, LibertyTM SBS Self-Adhering Base/Ply Sheet, UnderRoof" 2 Polyester-Surfaced Leak Barrier, UnderRoof' HT High Temperature Leak Barrier, Shingle-Mate' Roof Deck Protection, Deck-ArmorTM Premium Breathable Roof Deck Protection, FeltBuster`g' High-Traction Synthetic Roofing Felt, and Tiger Paw' Roof Deck Protection shall be installed in strict compliance with applicable Building Code. 0060 4. WeatherWatch® Mineral Surfaced Leak Barrier, WeatherWatch® XT Mat Surfaced Leak Barrier,0SttMnuard' G `"':' 96 Film Surfaced Leak Barrier, LibertyTM SBS Self-Adhering Base/Ply Sheet, UnderRobO 2 PolYgAer-Surfaced 00 Leak Barrier, UnderRoof`""' HT High Temperature Leak Barrier, Shingle-Mate'' Roof fVUk Protection; Decl� 0 ArmorTM Premium Breathable Roof Deck Protection, FeltBuster®High-Traction SyntheticVoofing F�lt,0a4 Tig4**O•: •000 PawT"' Roof Deck Protection membranes shall be applied to a smooth, clean and dry•s urjdee witll at~ *,free 4o e e• irregularities. 000000 .0000" .••••• 00* 5. WeatherWatch Mineral Surfaced Leak Barrier, WeatherWatch' XT Mat Surfaced UA09arrier, Srto�r►Guard��0 Film Surfaced Leak Barrier, LibertyTM SBS Self-Adhering Base/Ply Sheet, UnderRoe��l:Polyester-$urfaced.••:• Leak Barrier, UnderRoof' HT High Temperature Leak Barrier, Shingle-Mate`s Roof Der.k Prot4&To0n,*Deck.,,., ArmorTM Premium Breathable Roof Deck Protection, FeltBuster'High-Traction SynthetteXboting Fek?aigl Tiger • PawTM Roof Deck Protection membranes shall not be applied over an existing roof membrane. •• • 6. WeatherWatch' Mineral Surfaced Leak Barrier, WeatherWatch' XT Mat Surfaced Leak Barrier, StormGuard' Film Surfaced Leak Barrier, LibertyTM SBS Self-Adhering Base/Ply Sheet, UnderRoof' 2 Polyester-Surfaced Leak Barrier, UnderRoof'M HT High Temperature Leak Barrier, Shingle-Mate' Roof Deck Protection, Deck- Armor TI Premium Breathable Roof Deck Protection, FeltBuster°High-Traction Synthetic Roofing Felt, and Tiger Paw'Roof Deck Protection shall not be left exposed as a temporary roof for longer than 30 days of application. 7, WeatherWatch® Mineral Surfaced Leak Barrier, WeatherWatch' XT Mat Surfaced Leak Barrier, StormGuard* Film Surfaced Leak Barrier, LibertyTM SBS Self-Adhering Base/Ply Sheet, UnderRoof'' 2 Polyester-Surfaced Leak Barrier, UnderRoof`' HT High Temperature Leak Barrier, Shingle-Mate' Roof Deck Protection, Deck- Armor TI Premium Breathable Roof Deck Protection, FeltBuster' High-Traction Synthetic Roofing Felt, and Tiger PawTM Roof Deck Protection may be used with any approved roof covering Notice of Acceptance listing WeatherWatch® Mineral Surfaced Leak Barrier, WeatherWatch® XT Mat Surfaced Leak Barrier, StormGuard' Film Surfaced Leak Barrier, LibertyTM SBS Self-Adhering Base/Ply Sheet, UnderRoof' 2 Polyester-Surfaced Leak Barrier, UnderRoofrM HT High Temperature Leak Barrier, Shingle-Matee, Roof Deck Protection, Deck- Armor' Premium Breathable Roof Deck Protection, FeltBuster°High-Traction Synthetic Roofing Felt, and Tiger Paw' Roof Deck Protection as a component part of an assembly in the Notice of Acceptance. If WeatherWatch' Mineral Surfaced Leak Barrier, WeatherWatch` XT Mat Surfaced Leak Barrier, StormGuard'Film Surfaced Leak Barrier, LibertyTM SBS Self-Adhering Base/Ply Sheet, UnderRoof"' 2 Polyester-Surfaced Leak Barrier, UnderRoof` HT High Temperature Leak Barrier, Shingle-Mate' Roof Deck Protection, Deck-ArmorTM Premium Breathable Roof Deck Protection, FeltBuster® High-Traction Synthetic Roofing Felt and Tiger Paw` Roof Deck Protection are 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 NOA No.: 14-0915.02 APPROVED I PPR CDI Expiration Date: 02/21/18 Approval Date: 09/10/15 Page 7 of 8 LIMITATIONS: compatibility of the products,wind uplift resistance,and fire testing results. 8. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. Install when temperatures are 45' F and rising. 9. 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. 10. Roll or broom the entire membrane surface so as to have 100%contact with the surface,giving special attention to overlap areas. 11. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 12. Wherever the adhesive back of UnderRoof' 2 Polyester-Surfaced Leak Barrier, or UnderRoof' HT High Temperature Leak Barrier comes in contact with polyester surfacing such as end laps, penetrations, and flashing material, it must be set in a 1/8"troweling of an approved ASTM D 4586 Type I roofing cement. D""• . e Does ...... 13. All products listed herein shall have a quality assurance audit in accordance with the%o'ricl& Building,Qode and •. Rule 61 G20-3 of the Florida Administrative Code. •••••• •• •• """ 14. All membranes or packaging shall bear the imprint or identifiable marking of the manu?a�*Jiojr is name,or logo, ciPy and state of manufacturing facility, and the following statement: "Miami-Dade County NqW Contfv6A4rove4'6:••. or the Miami-Dade County Product Control Seal as shown below. #00000 •••• ••••• .. .g ..g. ...... MIAMbDADE COUNTY •`•••• •' . • goes END OF THIS ACCEPTANCE NOA No.: 14-0915.02 :,I!B711 DI Courrnr Expiration Date: 02/21/18 Approval Date: 09/10/15 Page 8 of 8 *C x & . r f a K" 2 •••••• •••••• `� u�' � �, �,moi� `� rxc � •ir••• • i••••i AMMADE COUNTY 000 90 ml •••�t • >m 31� r gg F srr h, s N �✓p T� M, xk x , µ � : x aK fsR�X. -r:,' "tam �.�'o "•7;� i i' Y�* 57 9m iolst-aii to - Mani0arturers a1 quality metal rooting Products ARCHITECTURAL PANEL OPTIONS •e•• 0 0 0 . 0 •• . . . .. . . . . 0 • 16" �� 000:0• •o• •• ••e•o• 0000•• ••e• • • • • ••o•�I vP''Iv�iR:. L.. •• •• 66:60 • WITH , r s :06.66 0000 •••o• • • • _ •• ••e :00:00 7, T • • • • • • • SERIES 11 1` Frofile . lnterlcZC '• .0.66. _.,. _x . ,, _ _.w__ .._.......... .. _w, _. ...... .. The 1101 series metal roofing panel system combines the clean lines of a low profile architectural roofing system with the unique versatility of clipless hidden fastener design. The 1101 metal roof panel is a 1" integral snap-lock metal roof system.This metal roof panel is ideal for light duty commercial metal roofs,residential and mansard/canopy applications on a solid deck. H Or-i(jN,tli_n1135 I'ozIV 5ER1E5 1500 Prefile lnterii✓ck The 1300 series metal roof panel offers the same architectural detailing capabilities as architectural snap-lock metal roof panels.Required for use on shallow sloped metal roofs(less than 3"/12").Also ideal for use on fascias,walls and soffits. Page 5(rr.o6r12) Eave Drip & Fascia Fascia and eave drip provide a protective covering for the fascia boards and edges of roof decking at the drip eave of the building.Unlike conventional exposed fastener ~ roofing,eave drip on the standing seam roof also acts as an anchoring device for the manuracturers of q lity metal 177 products lower edges of the panels,allowing a continuation of the hidden fastenersystem all the way down to the soffit.Fascia are overlapped by eave cleats,which approximately line up with the roof edge of the decking,and are held in place by pancake screws. The extended eave drip has an open hem that hooks on to the cleat at its lower end, and is screwed to decking on the roof side. Panels are trimmed in a specific manner, bent with a hemming tool,and crimped around the extended eave drip,securing , the lower end of the panel.The same hemming procedure applies to valleys %/ r and transition flashing,although these / are attached to roof cleats instead of the ' f f•• "nose"of the extended eave drip. r • ,0 /:/ j •.•• .00.00 When ordering care must be taken to f • specify the correct pitch of eave drip to �0.• •y' •0-. • •••• • avoid either unnecessary effort in 0 66 applyingthe trim too steep).If more than t 9060 one pitch is involved,specify the number • • • • • of each pitch(eave drip comes in 10-foot 00 s o s o 0 0 0•' / • ��. � 000000 0000 0000• lengths).Order 90 degree eave drip for j'' • • • • Y -60 09 0000 0000•• square-cut eaves. f • ..i`_ .0.000 • Layered view of eave,showing fascia'cleat,'extentiq ve drips...:. and panel.Note how the eave drip fill arg8gd the tleat,and how • • the cut panel(which is bent on site bylMe installer4titl8rpund • • the"nose"of the eave drip(in actual use,extend ed'eavellrip must match color of panel). FIELD NOTCH PANYi.AT ONE�D INN. <EV Cc7UtZN UNDERN�A'r H.N✓✓*CH. FQLi),AND FEND IN THE:FIELD, To apply panels over extended eave drip,the panel is first trimmed,then folded with a FfiiEL 130TONi RETURN(FIELD FORM) hemmingtool,and finally compressed around TYPICAL FOP,ALL PANELr✓- the eave drip with broad-nosed pliers. Page 8(.r.ob;❑) Hip and Ridge LST Q1_x`1 I,"UMbU Martl,4acturen of quality metal rooting praducts The Ridge Cap is used to seal the upper point at which two opposing slopes meet.This can be along the ridge of the roof, as a covering for the hip,or as a ridge cap for dormers. Attachmentto the roof is most generally accomplished through the use of z-flashing.Z-flashing is either notched or cut to length(to fit between panel ribs)and attached with screws to the roof through the panels.Ridge caps are in turn attached with rivets to the z-flashing.Whether the z-flashing is notched or cut to length,gaps between it and the panels should be kept to a minimum(no more than%inch)since the gap will be sealed with caulk. Mashing must be sealed both beneath and where it butts against the panel ribs with caulk or equivalent.Thus sealed,z-flashing forms a water-proof barrier to protect the roof peak from leaks from blowing rain.When used on a hip roof,z-flashing is cut or notched at whatever widths are appropriate for the pitch and cut of the hip. • • ••• 0000•• To attach ridge caps,z-flashings are either notched or cut into pieces and mounted with scre;i Oft uppe fiend hof the panels.Caulk is applied on the bottom side and around the panel ribs to seal the ridge agaipjt;Wn.Therr reed 000000•000• ridge cap is attached to the z-flashing with rivets. 0 0•••• 0 6 0000 0 .0.60• 0 6 • . ...• •6 •• 06000 ..... • .,, 00 •• 0600 66.66• 000000 .'"4,y •- . . . 0000•• •••6•• ` ati • • • 00009• •• . 0000 6 • • • • 41 ' I F , � h} Ridge caps can be installed as vented (using special vent material)or sealed (using z-flashing), as shown here. Page 9(re,•06112) LIM *Wjufacturers of quality mutat routing Products Gable Flashing Gable trim serves a similar purpose to eave drip, but acts mainly to protect the exposed edge of the gable end of the j. building from both wind and rain rather than to serve any function in anchoring panels. The attachment of the eave 0000 side has the same options ° •• ••• •• described under Eave Drip ' .. and Fascia, with regard to cleats vs.exposed screws. •••••• •0 0000 . . . 0 0 0 0 . For the hidden fastener 0000 •• •• 00000 0000.. 0000 00:00' system, the roof side must be . 00. 0 0 attached to z flashing that •� ••" ""•' ' •00000 runs parallel to the panel ribs • 0000.. and is in turn fastened to the 000000 roof with screws and sealed 0000 ;0.00; with butyl tape or comparable '00' ' sealant. All flashings, penetrations,valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. Page 10 d r.06112) • '.'`,� Preformed Va I I ey marwtacturers of quality metat roofing products Panels ending in valleys must be cut and hemmed diagonally and attached to panel starter that is screwed down to the roof through the valley(see hemming diagram on p.8). Because of the amount of water flow in the valley, care should be taken to apply butyl sealant or equivalent between the starter strip and the valley. _ � �✓' 0000 0000 *Deg** 00-0000 4040 ••40: . 000,00, 0000 • • . 0000 .. " 0 • .• .. •4041 -4040 0000 04 0*0 .r:... 411, 00 0000 . *000 40 000000 . 0 0 • 04 0090 • • • • 4040•• Optional valley assembly can be lip- installed thereby eliminatingthe need for panel starter and sealant, �. . as shown here. Page 11(.e.o6U2) Transition flashing Manu'actu`ers°' `'tymeta`'°°"°gprod°"5 Transition flashing is required when a roof makes a change from a steeper to a lesser pitch.The panels of the upper slope are hemmed in the same fashion as they are for eave drip and attached in the same way as valleys to panel cleats.On the lower side,the transition flashing extends over the panels and is attached to z- flashing with rivets. If the lower roof is steeper than the upper section,gambrel flashing is used, mounted in the same way.Be sure to specify both upper and lower pitches when ordering. Transition flashing combines the attachment techniques of valleys with that used with ridge caps. Notice the panel set-back that allows proper watershed from the upper panels onto the lower.The less the difference in pitch,as well as the flatter the roof,the greater the amount of set-back,and the more need for a longer"top" side on the transition flashing. The need is magnified even more for the higher-ribbed 1300 & 2000 series panel systems. see*4, 000000 . 00000• •• •• • .....• 000000 0 . • 0..000 • 0 • • .. •0000• 0000 00000 .. • • • • .. .. .. - •• 00 0000 0000•• • 0 •, 0 • `• • • • 00.000 000000 f -. .. .,. •• • 0000 • • ..... • • • •• •. M 1 r 4P 44, ' S n All flashings, penetrations,valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. Page 14 a,nat Roof Penetrations 11-12-19V i,; LIII €111U,Ia Manufacturers of quality metal rooling products 6069 •�". • •• .0• •90.9• 46 64 0 0 000 0 • •9.60• • • • • 0i0 •• •• 6666• • ••6600 • • 00000 66 . 00 • 000000• ;' .. . • 000000 r . " • • 6.06•• 0• 6 t •�w� 3., .r' ;kava I i ✓ Eva. i MO aaF'�9S i I y a ., ..aF..,;.:. 3 Pipe Boots provide a watertight seal around 2 roof vents and come in a variety of sizes. They FA seal with caulk under the base and around the , w w pipe. To assure water tightness of the roof, � r r A ,r i�far• �'a, ¢� � / ,4k Q��4 � <: avoid installing over panel ribs. All flashings, penetrations,valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. Page 15 Florida Building Code 2014 Edition High Velocity Hurricane Zone Permit Application Form Section A(General Information) Master Permit No: Process No: Contractor's Name: Florida Standard Roofing Job Address: 1178 NE 98 Street Miami Shores, FL 33138 • Installation of Englert Gutter System K Style .027 Aluminum • Color will be Bone White to match color of metal roof being installed •••• • Gutter to be installed throughout property, replacing existing gutter system in place •g g••• ••*• • Install Englert Sureguard Aluminum leaf protection screen on top portion o 401er opening. ' • Install five(5)2x3 aluminum down spouts. •••••• •• •• •••••• 0000.. o 0000.. 0000 00 0000 •• •• 00000 0000..• 0000 0000. .. .. 0000 0000.. • • • 0 • • • • •0000• 00000• • • • • 0 • • • •0000• •• • 000• 0 • 000• • t1 i �i i = new 2x3 down spouts I i s iffiiiJiiififiiifiiif 1 /.!1////ll////i /!11//!..... 36' } siiuiiiii/! rfi J.i�lr 42, //f///JJ/!/!/I{J///J/ 1/111 46, 19' SECTION 07712 GUTTERS AND DOWNSPOUTS Display hidden notes to specifier by using "Tools"/"Options"/"View"/"Hidden Text". PART 1 GENERAL 0000 1.1 SECTION INCLUDES '0000 0909.. .. . . . . . A. Gutters and Downspouts. 0000.. .. 9. ,0000. 0000.. B. Related Accessories. ...• � • . 0000 .. .. 0000. 1.2 RELATED SECTIONS • 0000.. 0000 0000. .. .. 00000, 0000 0000.. A. Section 07611 -Sheet Metal Roofing. •• •• . B. Section 07220-Roof and Deck Insulation. :000:0 """ . .0090. C. Section 07620-Sheet Metal Flashing and Trim. .••;•, • D. Section 07900-Joint Sealers E. Section 15160-Storm Drainage: Connection of downspouts to storm sewer. F. Section 15770-Floor-Heating and Snow-Melting Equipment: Electric heating cable in gutters. 1.3 REFERENCES A. ASTM B 209-Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate. B. SMACNA-Architectural Sheet Metal Manual. 1.4 DESIGN/PERFORMANCE REQUIREMENTS A. Conform to applicable code for size and method of rain water discharge. B. American Architectural Manufacturers Association (HAMA)Specification 1405.1 "Specification for Aluminum Raincarrying Systems". C. FHA Minimum Property Standard 4900.1 for One-and Two-Family Dwellings. D. FHA Minimum Property Standard 4910.1 for Multi-Family Dwellings. 1.5 SUBMITTALS A. Submit under provisions of Section 01300. 07712-1 B. Product Data: Manufacturer's catalog data, detail sheets,and specifications. C. Shop Drawings: Prepared specifically for this project;showing dimensions of metal gutters and accessories,fastening details and connections and interface with other products. D. Selection Samples: For each finish product specified,two complete sets of color chips representing manufacturer's full range of available colors and patterns. E. Verification Samples: For each finish product specified,two samples, minimum size 6 inches (150 mm)square, representing actual product,color, and patterns. F. Manufacturer's Certificates: Certify products meet or exceed specified requirements. G. Manufacturers warranties. 1.6 QUALITY ASSURANCE •••• Y . f•.• ...... A. Manufacturer Qualifications: ••800460• Osseo: B. Installer Qualifications: Certified and approved installer of the sheeterve l roofing manufacturer Englert, Inc. Osseo* . ;"•'; •a.• •• •• •.••• C. Perform Work in accordance with[SMACNA Manual][CDA Handb"..,, ,,,• ,,;,�• 1.7 DELIVERY, STORAGE,AND HANDLING ...... , 0• A. Store products in manufacturer's unopened packaging until ready fir installation,••• •• B. Store products to prevent twisting, bending, and abrasion, and to provide ventilation:'. ' Slope stored materials to drain. • C. During storage prevent contact with materials capable of causing discoloration, staining, or other damage. 1.8 PROJECT CONDITIONS A. Coordinate installation with installation of adjacent roofing, siding and related materials. 1.9 WARRANTY A. Provide the Manufacturer's Limited 20-Year, pro-rated and non-transferable Warranty covering labor materials. 1.10 COORDINATION A. Coordinate Work with other operations and installation of floor finish materials to avoid damage to installed underlayment and membrane materials. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturer: Englert, Inc., which is located at: 1200 Amboy Ave. ; Perth Amboy, NJ 08861;Toll Free Tel: 800-364-5378;Tel: 732-826-8614; Email: request info(info anenglertinc.com);Web:www.enalertinc.com B. Substitutions: Not permitted. 07712-2 C. Requests for substitutions will be considered in accordance with provisions of Section 01600. 2.2 COMPONENTS A. Gutters: Aluminum sheet,ASTM B 209,Alloy 3105-H24. Minimum tensile strength 26,000 psi, minimum yield strength 25,000 psi or equivalent. Continuous and seamless sheet aluminum, roll formed. 1. Thickness: a. 0.027 inch (0.69 mm). b. 0.032 inch (0.81 mm). B. Downspouts: Aluminum sheet,ASTM B 209,Alloy 3105-H24. Minimum tensile strength 26,000 psi, minimum yield strength 25,000 psi or equivalent. 1. Thickness: a. 0.019 inch (0.48 mm). *••• 2. Size: . . .... ...... a. 3 inches by 4 inches(76 mm by 102 mm). • • . b. 2 inches by 3 inches(51 mm by 76 mm). • • • C. Endcaps: Aluminum sheet,ASTM B 209,Alloy 3105-H24,thickness 61n inch :....: (0.69 mm). • • • • D. Inside and Outside Mitres:Aluminum sheet,ASTM B 209,Alloy 3105-*V4,:thickr1P%V ""'• 0.027 inch (0.69 mm). E. Gutter Hangers and Anchors: Aluminum sheet, ASTM B 209,Alldy 310'5-H24;••.% ••••�• thickness 0.063 inch(1.60 mm). Provide types required to suit project rGlyiremefits. ;�••�; •• • .... F. Downspout Anchors: Aluminum. Provide types required to suit project •• • requirements. G. Elbows: Aluminum sheet,ASTM B 209,Alloy 3105-H24. Minimum tensile strength 26,000 psi, minimum yield strength 25,000 psi or equivalent. 1. Thickness: a. 0.019 inch(0.48 mm). 2. Size:To match downspouts. H. Gutter Guard: 1. Size: a. Aluminum mesh, 5 inch (127 mm)by 3 foot(914 mm). b. Aluminum mesh,white, 5 inch (127 mm)by 3 foot(914 mm). C. Aluminum mesh, 6 inch (152 mm)by 3 foot(914 mm). I. Gutter Screen: 1. Size: a. Aluminum screen, brown, 5 inch (127 mm)by 3 foot(914 mm). b. Aluminum screen, white, 5 inch (127 mm)by 3 foot(914 mm). J. Aluminum Finish: CastleClad, two-coat system applied in a continuous baked-on process in a single operation, comprising of an acid-based primer and baked-on high performance linear polyester topcoat on exposed surfaces. Concealed surfaces finished with a polyester gold backer or wash coat. 1. Color: a. Lo Gloss White. b. Brown. C. Musket Brown. 07712-3 d. Light Gray. e. Clay. f. Hi-Gloss White. g. Cream. h. Dark Gray. i. Dark Green. j. Red. k. Bronze. I. Eggshell. M. Ivory. n. Wicker. K. Sealant: Provide as specified in Section 07900. L. Fasteners: Same material and finish as gutters and downspouts. 2.3 FABRICATION A. Continuously form seamless gutters to the profiles and sizes specified. B. Form downspouts of profiles and sizes specified. C. Hem exposed edges of metal. PART 3 EXECUTION • 3.1 EXAMINATION . . 0000 0000.0 0 A. Do not begin installation until substrates have been properly prepar� • • • 6.0 •0 000000 0 B. Verify governing dimensions at building. 0.0 0 0 0 0 0 0 C. Verify surfaces are ready to receive gutters and downspouts. "" 0.60: 0000 0000.. 0000 00006 D. If substrate preparation is the responsibility of another installer, notiiyAttfiitect of•••• 000000 unsatisfactory preparation before proceeding. 0000.. . 6 :0..:0 6000% . 0000.. 3.2 PREPARATION 6 • • 00 . 6000 0 0 A. Clean surfaces thoroughly prior to installation. •• • B. Clean and repair if necessary any adjoining work on which this work is in any way dependent for its proper installation. C. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. 3.3 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Install gutters using appropriate hangers to allow normal expansion and contraction. C. Install gutter hangers using two 1-1/4 inch (32 mm)screw shank nails and fastened into solid lumber. D. All gutters shall be in continuous length for each elevation (run). No end laps are allowed. 07712-4 E. Exercise care in placing aluminum in contact with other dissimilar metals or materials that are not compatible with aluminum. F. Providing adequate insulation/separation where ever necessary, such as by painting or otherwise protecting when they are in contact with aluminum or when drainage from them passes over aluminum surfaces. G. Install sealants where indicated to clean dry surfaces only without skips or voids. 3.4 PROTECTION A. Protect installed products until completion of project. B. Touch-up, repair or replace damaged products before Substantial Completion. END OF SECTION . . .... ...... ...... -- -- ....:0 .... .000-- 00 •000 0 00 - 0---0 60-090 0000 ..... .. .. 1 0-0 000000 0 . . . ----- -000-.0 • . -----• 00 0 0000 0 • . . 07712-5 3/29/2016 K Style Gutters-Ended,inc. K-Style Gutters - Englert, inc. Englert is one of the nation's largest and oldest producers of k-style gutter coil and accessories. Englert's k-style gutter comes in two sizes, 5" and 6" and is made of either aluminum or galvanized steel. The 5 inch K-style gutter comes with a 2 inch x 3 inch downspout. Our larger 6" system uses a 3 inch x 4 inch downspout. Our k-style gutters are manufactured and installed onsite by a nationwide network of gutter, roofing and home improvement specialists. Englert produces and paints all of its k-style gutter coil, downspouts, elbows and nearly 30 other accessories right in its own production facilities, ensuring the customer of a consistency of color and product quality no matter when the product is made. Englert offers 16 different colors. Coil is painted in different colors on each side to save on inventory storage and costs. Different colors are available in .025, .027 and 032 aluminum and in 018 galvanized •••• steel. •••• ••.... Our unique CastleClad Finish resists dirt adhesion, prevents unsightly peeling, hesg;eater color .••••. retention ability than other products and is easy to clean and moisture resistant..::::• •` ` 0:0 ..... . . ...... .. ..... Fv m�' a.,, ^* sr "'N. "'":� `.,— ••••• r •• R f e . s W:I www."ertinc.c=/k-style.ttml 1/1 `�� •Iii•• • • • rtt - ^r ♦••• •• •• ••••• •• •• •••• ••1••• '' - Irk,��'..! • • •••••• .°;tip' - .... � • •••• • • •o.• • R � j "c ``SM1