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RF-13-1635 (2)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 UII.DING PERMIT APPLICATION JUL 1 2013 FBC 20 Permit No. 2 c Master Permit NO -E t J — I Permit Type: BUILDING ROOFING JOB ADDRESS: ?CLI�� C;;�q 51 City: Miami Shores County: Miami Dade Zip: Folio/Parcel# Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple City: ' (.riA State _�%�{ Zip: g7 Tenant/Ussee Name: Phone#: Email: CONTRACTOR: Company Name 6617SG S7yy Address: (db 0 G VQ rSQ t U,4S LS i w of ,``City: �! tns�•OY` State Zip:" y G 7 Qualifier Name:►r ha d S d:r n rk t W Phone#: 5�/ %S�%yy State Certification or Registration #: C C C S 7 8 Certificate of Competency #: Contact Phone# 'd If 41 Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ t9 t SV70 • �� SquareAUnear Footage of Work: L&D Type of Work: DAddition Alteration ONew ORepair/Replace ODemolition Description of Work: f 4 kQ_'�_s Color thru file: r- . Submittal Fee $ Permit Fee $&1& 1 -0_LZV/ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Educatton Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ moft At TOTAL FEE NOW DUE $ v Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Tap 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 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 approve�nd afeinsp goon fee will be charged. �uwnp or Agfnt / - The fore ing in went was wedged before me this day o , 20'0, by u who is personall known to me or who has produced As identification and who did take an oath. 011 ilk Sign: Print: my APPROVED BY JOSE A OARCIA MY COMMISSION #FF0127M 't EXPIRES May 7, 2017 Signator bN-a ' • Cdn'tract The forego'ng instrument was ac o ge�iiefdre me this day of 20 L. by�tiP SorN o+ac v. , who is personally L6wn to me or who has produced as identification and who di4 take an oath. NOTARY PUB C: Sign: Print: e. e. -JOSE A AR 1A My Commi l�,cp¢e` -�: ' MY COMMISSION #FF012736. EXPIRES May 7, 2017 Plans Examiner Zoning tis 5,� Structural Review Clerk (Revised 3/12,102)(Ret tl )(Revised 06/10/2009)(Revised 3/15/09) v Miami Shores V 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: 7 1 T) KS 10050 NE 2nd Ave Miami Shores, FI 33138 y � Re: Owner's Name: Property Address: ifs A 44) /01? E'4 t' - Roofing Permit Number: Dear Building Official: I UgacLe!5 Q kJ,0 e -E k -t tees certify that I am not required to retrofit the roof to wall connections of my building because: ❑ 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 State of Florida County of Dade erode (1994 SFBC) cLe, -Ta r-Cf,e 1'e,t �.,r r k Print Name The undersigned, being the first duly swom, deposes and says that I Sworn to and subscribed before me this ISI a day of Notary Public, Sate of Florida at Large is the owner for the above property mentioned. ck joSE A GARCIA MY COMMISSION #Fp012738 ��`.• EXPIRES May 7.2017 When the just valuation of the structure for purpose of aclvalorem taxation Is equal to or more than $300,000.00, and the building was not constructed with F8C nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to wag connection Hurricane Mitigation. Revised on 5/21/2009 7/19/13 Print Report Property Search - Report Property Information: Current Previous Previous 2 Year Folio 11-2136-011-0200 2011 Property Address 38 MN 109 ST Exemption/ Taxable Owner Name(s) HILDEGARDEREIMERS $0/$198,135 Mailing Address 162-23 86 AVE JAMAICA NY 11432-3421 School Board Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths/Half 2/2/0 $0/$216,033 Floors 1 $0/$216,030 Living Units 1 Date Adj. Sq. Footage 2,223 Qualification Code Lot Size 9,225 SQ FT 25248-1307 Year Built 1952 $520,000 Full Legal Description 36 52 41 PB 52-33 DUNNINGS MIAMI SHORES EXT NO 7 LOT 4 BILK 214 LOT SIZE 75.000 X 123 COC 25248-1307 12 2006 1 Assessment Information: $0 23254-0246 Sales w hich are disqualified as a result of examination of the deed Current Previous Previous 2 Year 2013 2012 2011 Land Value $45,979 $45,979 $45,979 Building Value $152,156 $170,051 $170,054 Market Value $198,135 $216,030 $216,033 Assessed Value $198,135 $216,030 $216,033 Benefits Information: Current Previous Previous 2 Benefit Type 2013 2012 2011 Disclaimer: INIIAMI-DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lope:-Cantera Property Appraiser AAerial Photography 2012 Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Taxable Exemption/ Taxable Exemption/ Taxable County $0/$198,135 $0/$216,030 $0/$216,033 School Board $0/$198,135 $0/$216,030 $0/$216,033 ft City $0/$198,135 $0/$216,030 $0/$216,033 Regional $0/$198,135 $0/$216,030 $0/$216,033 Sale Information: Date Amount ORBook-Page Qualification Code 12/2006 $600,000 25248-1307 Sales which are qualified 7/2005 $520,000 23638-2307 Sales w hich are qualified 3/2005 $0 23254-0246 Sales w hich are disqualified as a result of examination of the deed 5/1998 $0 18127-1554 Sales w hich are disqualified as a result of examination of the deed 6/1990 $0 14828-3287 Sales which are disqualified as a result of examination of the deed The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed 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 cause 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 fidl disclaimer and User Agreement at http:/'/www.miamidade.gov/info/disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmaila miamidade.gov GIS inquiries, comments, and suggestions email: gisCamiamidade.gov Generated on: Fri Jul 19 2013 g isweb.miamidade.g ov/PropertySearch/pri ntMap.htm 1/1 t1. i f +► n n <>r s P.O. Box 3333. YJest Palm beach FL 3:1402•3:353 "LOCATED AT" co.s-•nnwa+t :�x cor:►cati wwar taacagectorpbc.com Tel. 1561; 355.2272 10606 VERSAILLES BLVD WELLINGTON, FL 33149 - •::c JF e.:sxca'S .ilYNiciM c:Ens.: •:.:A' 2 . v nl:.,LAi ..::AT: DRQ. ArJ' — :.i-. _31 Aucim.Na ,.IJ 1,44 ::tin : A•NA{EAt:.. 0ARA1A C:::1.T«6S'ti !it:• .2N'7C5 • i.' 1 f'!� ).:7 •.:.: �G/.:.it3 hi. docurren: is valid only when receipted by the Tax Collectors Oftce. STATE OF FLORIDA PALM BEACH COUNTY 201212013 LOCAL BUSINESS TAX RECEIPT JM PROPERTIES OF W PALM BEACH INC JM PROPERTIES OF W PALM BEACH INC 10606 VERSALILLES BLVD WELLINGTON, FL 33449 foils r.11u16slrfaallr1n LBTR Number: 201147002 EXPIRES: SEPTEMBER 30.2013 This receipt does not constitute a franchise. agreement, pemdssion of authority to perform the services or operate pie business descubed herein when a francduse, agreement or other county cornaossion, state of federal pemassion of auttronty is required by county, state of let ardf Lkw uson BQQ: L L 7 L Q7 deC STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 SAINMERVIL, DARMA JM PROPERTIES OF W PALM BEACH INC 10606 VERSAILLES BOULEVARD WELLINGTON FL 33467 (850) 487-1395 Congratulations! ►Pith this license you become one of tno nearly one million STATE OF FLORIDA AC; G L 9 2 3 DEPARTMENT OF BUSINESS AND 0 Floriclans licensed by the Depanmerd of Business and Professional Regulation. PROFESSIONAL REGULATION Our professionals and Dusinesses range from architects to yacht brokers, from boxers to barbeque restaurants. and they keep Florida's economy strong. CCC1326578 07/09/12 12001752 Ever; day :%.E work to improve the way we do business in order to serve you better. Fcr information about our services, please log onto www.myfloridalicense.com. CERTIFIED ROOFING CONTRACTOR There lou can find more information about our divissons and the regulations that SAINMERVIL, DARMA impact -tau suascrfbe to department newsletters and learn more about the JM PROPERTIES OF W PALM BEACH I Department's initiatives Our mission at me Department is: License Efficiently. Regulate Fairly. We ,anstantly smve to Serve you better s0 that you can serve your customers. 19 CEBTIPISL' under the 7c_Lawa o:' cA.469 T.nank you for doing business in Florida, and congratulations an your new license! tay,r,CA" date, AUG 31, 2014 L12C 7 0900936 DETACH THIS DOCUMENT HAS A COLORED eACKGROUND- WCROPRINTING • UN=HARK" PATENTED PAPER 6192320 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PRpFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQNL1207090093 IT-MM-MIRMLICENSIR MUIR 57 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2014 SAINMERVIL, DARMA JM PROPERTIES OF W PALM BEACH INC 10606 VERSAILLES BOULEVARD WELLINGTON FL 33467 RICK SCOTT GOVERNOR IGEN LAWSON SECRETARY Z -d 6bb6-696-1,99 Marl eJal1 71 o7 dee 10-13-2011 .;EFF ATER STATE OF FLORIDA Cr/1EF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * CERTIFICATE OF ELECTION TO 13E EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt tram Florida Workers' Compensation law. EFFECTIVE DATE: 12/05/2011 PERSON: SAINMERVIL FEIN: 200831871 BUSINESS NAME AND ADDRESS: J M PROPERTIES OF W PALM BEACH INC 10806 VERSAILLES BLVD WELLINGTON FL 33467 SCOPES OF BUSINESS OR TRADE 1- GENERAL CONTRACTOR EXPIRATION DATE: 12/04!2013 DARMA 2- ROOFING .MPOIiT.:Ni. ro"S.411 to Cnaplel 44C . ablt4l, t S.• 1,o Officer o1 a corpYtnleo who eleas aaenlplioa Mom lora aaafilel by tiling a ehnd.ca/e of eleclina *1,901 the 1.91:+8 nsai We secolet beithis a tomp*nSaapl ica unions this eheeo. p3naato all Omplel 440.061121. Ls.. calif.eafas hl CIL-Coma to Or catolpl.. apple, only witaw IAe IteOd a thr ooswex x trate Is -Aad 00 ttta notich rel aleetioa to at elaelapt. Polseant to Complete 4e0.06(13). LS., Nolilas of e1+Cllea to be e*+apt 604 .erutaales of ;•Ieclic:! a be e•empt (tall oe waiect to reeoeallon it. a Jay UMC atter Ole tiling of the donee of the istuanee of the ansl.t.cale, the finish" caused ea sae "alit. t0 :enilicate 10 tango totals The le.pl/redatalS ns lois section 101 ittbaate 01 a r6lilteaw Tho d*pa.lettat snail lee0hee a CellifiCIde M 81111 lime lot In tole hl then petahl ..ea.ea 44 ln+ .e1fsds93te to neat few r.yeir+gens at this section. QUESTIONS? (850) 413-1605 rC-25 CERTIFICATE OF ELECTION 10 13E EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARO BELOW AND RETAIN FOR FUTURE REFERENCE ;TATE OF FLOR02A AEPaRTMENT OF FINANCIAL SERVICES 3� � w IMPORTANT ))VISION OF WORKERS COMPENSATIOhl CONSTRUCTION INDUSTRY 614 Pursuant to Chapter 440.05114). F.S., an officer of a c2rporatlon who 0 elects exemptton lrom this chapter by filing a cert.ticaie of efecucn :MTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA L under this section ay trot recover benef Its or compensation Aider 1fi,s m V10R:tERS' COh1PENSATION LAW ` D chapter. :FFECTIVE: 12/138/2011 EXPIRATION DATE: 12/04/2013 P1:rsuaTu to Cnapcer 440.05{121. FS.. Certificates of eltrcudn to be "ERSCAN: OARI4A SAINMERVIL H exempt... apply only wlthire the scope of :he business or trade f-iaea on -c'le. 200831971 exempt. R the reduce of eiectten to be exempt. 3USINESS NANIE AND ADDRESS: E Pursuant to Chapter 440.05113). F S. Notices 3t efecti2n to be exempt : V 11AZAER'l3i JF IN 0.4tat dfi.a.n NL' and certificates o1 election to be exempt stall be: ;ubleCt to re+acatlhet 1f. at any time after the trEing of free notice or the issuance of the "t •"'� �` 3'.07 certificate. the,: person named on the notice or cetul.cate :w longer meets the requirements of this section for issuance of d certificate. -he department shalt revoke a certificate at any tune for failure of the iC:iPE OF aUSINESS OR TRACE: person named on the certificate to meet the requ.temems of this _ itU.7rlx,i section. CUES11ONS7 (8501 4' 3-16 9 CUT HERE t Carry bottom portion on the job, keep upper portion for your records. t:-=:_ C:APN 1,7E OF ELECTION TO BE EXEMPT REVISED 01-11 g*d 6"6$R6 -L95 utton RW* 11 71 o7 rfao Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 July 29, 2013 Permit No: RF13-1635 Buildinq Critique Review 1. 1) Specify the maximum design pressures on section C of the application. 2 N3 gj2I,3 Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Miami shores Village Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: 1--�) 16 DATE: I, A?V12�pla J(Contractor ❑ Owner o Architect Picked esets plans and (other) Address: /D (� i r6 a arC-0 (NAME) 01 WE 17 I'm From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: V. -A 0"0*&' AH PERMIT CLERK INITIAL: RESUBMITTED DATE: ) 13 PERMIT CLERK INITIAL: (Signature) R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contra r. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics-Workmanshlp: the workmanship provisions of Section R4402 are for the purpose of p viding that the roof system meets the wind resistance and water instruction 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. 4i, 1 Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be nailed in accordance with the current provisions of Section R4403. (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 u its (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 to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overioaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7.Ventilation: Most roof structures should have some ability to vent natural airflow through the 4i'dnior of the structure ly (the building itself). The existing amount of attic ventilation shall not be Jreduce#. It ay , eneficial consider additional venting which can result in extending the service life of the Own ge Ys ign tura Date Contractor ature D e7--77pyJj,3Y Revised on 7/9/2009 LD L HIGH -VELOCITY HURRICANE ZONES SECTION R4402.14 HIGH -VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICATION Florida Building Code Edition 2010 INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Low Slope Application Required Sections of the Permit Application Form A,B,C Attachments Required See List Below 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.6,6,7 Metal Roofs A,B,D 1,2,3,4,6,6,7 Wood Shingles and Shakes A,B,D 1,2,4,6,6,7 Other As Applicable 1,2,3,4,6,6,7 ATTACHMENTS RF:QI iiRF:n• 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Section R4403, or If Applicable, RAS 127 or RAS 128 4. Other Component Product Approvals 5. Municipal Permit A licaflon 6. Owners Notification for R–oofing Considerations Reroofln Only) 7. 1 Any Required Roof Testing/Calculation Documentation "'20 onin FI nninA DIt11 rutin nw-- ...- i i i Florida Building Code Edition 2010 High Veiodty Hurricane zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. Contractor's Job Address HIGH -VELOCITY HURRICANE ZONES ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles Prescriptive BUR -RAS 150 ROOF TYPE Q New Roof Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 11400 C r�U 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 identify dimensions of elevated pressure zones and location of parapets. < go CD --4 _ TO LLI j .. ;.. ..: ... a. LU D > Lj U Q w 9nin Fi nine auu nim(- rtnnc _. nc*in=ILMA1 HIGH -VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 -7 High Vel Hurricane Zone Uniform Permit Application Form. bectlon C (LOW Slope Application) Fill In Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA) System ManufacturerC.usfGPAI,h� lr-�Y% NOA No.: 10 e>? — Design Wind Pressures, From RAS 128 or Calculations: P1--424. P2:`W#7"P3, 4/4K Max. Design Pressure, From thijecifiA System: +' b Deck: [ Type: n Gauge/Thicknesu_4 Slope: Ile /12 Anchor/Base Sheet & No. of Ply(s): NA Ancho Base h t Fastener/Bonding Material: Insulation Base Layer. 4).4 Base Insulation Size and Thickness: NA Base Insulation Fastener/Bonding Material: i4 Top Insulation Layer: (l� `�1 Top Insulation Size and Thickness: ("'4 Top Insulation Fastener/Bonding Material: fJA Base Sheet(s) & No. of Ply(s):_�� Fastener Spacing for Anchor/Base Sheet Attachment Field: -tL oc @ Lap, # Rows oc Perimeter: � oc @ Lap, # Rows @ _Co ° oc Comer: -&-^ oc @ Lap, # Rows 7 @ __� ^ oc Number of Fasteners Per Insulation Board Field —A Pedmeter-t�*_Corner 04 Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean . Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Base lSt!(ejt r faste�Bndi?WattsrriaL L Ply Sheets) & No. of Ply(s):do, Ply Sheet Fastener/Bonding Material:,(®� Top Ply: - Top Ply Fastener/��' Fastener/ Bonding Material: Surfacing: hig u L 'Z - ®� IParapet Heioht L %G & Mean Roof Height •�X3 y,�.y MY /I HIGH -VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Veko#y Hurricane Zone Uniform PenTdt 8Mficallon Form, Section Q (Steep Sloped Roof System) System Manufacturer: Number: Minimumign ."nd Pressures, If Applicable (From RAS 127 or Calculations): P7 • P2: P3: Maximum Design r Product Approval Method of file attach Roof Slope: :12 Deck Type: \�Ype Underlayment: `Insulation: r Ridge Ventilation? Mean Roof Height: 2010 FLORIDA BUILDING CODE —RESIDENTIAL r Type & Spaci hesive Type: ype Cap Sheet: Roof Covering: Type & Size Drip doe: r- HIGH -VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 -7 High Veloft Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) Moment based tile systems, choose either Method 1 or 2. Compared the values k, with the values from Mt. If the Mr values are greater than or equal to the Mr %for each area of the roof, then the file attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (PI _ Ma Product Approval M, (P ` _J - Mi = Mrz Product Approval Mf (l'3' A 49L --e _�� - M� = Mr3 Product Approval Mr ad 2 "Simplified Tile Calculation Per Table Below" Required Moment of istance (Mr) From Table Below Product Approval Mr *Must be used in conjunction with a list of Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. values for Fr. If the F' values are greater than s area of the roof, then the tile attachment method based tile systems endorsed by the *ed the values for F' with the ual to the Fr values, for each Method 3 "Uplift Based Tile Calcula - (P,:_xl:_= x w:=_j-W:_xcoso._ (Pz:_xl:,= _ W:=)-W:Q _xcos-_ (p3: -11:-= -x w:=_)-W:_xcos8.•_= Per RAS 127" F'": F' F Mr Required Moment Resistance* Symbol Whe'a; o find Mean Roof Height --�► Roof Slope 15' 20' 25 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 "%31.2- 34.4 36.0 37.4 39.8 4:12 4 32.2 33.8 35.1 37.3 6:12 2 : 30.1 31.6 32.8 34.9 " 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 A4 26.9 27.1 28.2 30.0 *Must be used in conjunction with a list of Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. values for Fr. If the F' values are greater than s area of the roof, then the tile attachment method based tile systems endorsed by the *ed the values for F' with the ual to the Fr values, for each Method 3 "Uplift Based Tile Calcula - (P,:_xl:_= x w:=_j-W:_xcoso._ (Pz:_xl:,= _ W:=)-W:Q _xcos-_ (p3: -11:-= -x w:=_)-W:_xcos8.•_= Per RAS 127" F'": F' F 0 44.24 2nin PI name auu nttvr-rune-a=ernelhMAI Where to Obtain Information Descri tion Symbol Whe'a; o find Dmign Pressurc PI or P2 or P3 RAS 127 Table I or by an engineeringis prepared by PE based on ASCE 7 Mean Roof Height 11 Job Site Roof Slope 0 Job Site Aerodynamic Multi tier X Product Approval Resloring Moment due to Gravity M. ProductA AunchmentResistance Mf product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance F Product val Required Uplift Resistance F Calculated Average Tile Wei t. Tile Dimensions I W I- length wa width Product Approval NX Product Approval All calculations must be submitted to the Building Official at the time of it application 0 44.24 2nin PI name auu nttvr-rune-a=ernelhMAI M I A M 12 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA} CertainTeed Corporation (PA) 1400 Union Meeting Road Blue Bell, PA 19422 MIAMI -DARE COUNTY, FLORIDA METRO-DADE FLAGLER 13UILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1363 (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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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: Flintlastic SA RooHrig Systems Over Wood Decks 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 Oficial. This NOA revises NOA No. 09-0310.08 and consists of pages 1 through 11. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 10-0330.02 ai oAue cou ,�.r Expiration Date: 04/13/15 .. � t"` Approval Date: 10/27/10 Page 1 of I1 ROOFING ASSEMBLY APPROVAL - Category_ Sub -Category Material: Deck Tyne: Maximum Design Pressure Roofing Modified Bitumen SBS Wood -105 psf TABLE 1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Dimensions Saecification Flintlastic SA NailBase 66'6" x 39-3/8" ASTM D46011. Type ll Flintlastic SA Mid Ply 33111"09-3/8" ASTM D6164 Flintlastic SA PlyBase 39'-3/8" x 66'6" ASTM D 1970 Flintlastic SA Cap Flintlastic SA Cap FR Flintlastic SA Cap CoolStar Flintlastic SA Cap FR CoolStar FlintPrime Asphalt FlintPrime SA 33'11"x39-3/8" ASTM D6164 33'11"x39-3/8" ASTM D6163 33'11"x39-3/8" 33'11 " x 39-3/8" ASTM D6164 ASTM D6163 1, 3 or 5 gal pail ASTM D 41 1, 3 or 5 gal pail Proprietary APPROVED INSULATIONS: oduct F1intBoard ISO ACFoam II ENRGY 3 Multi -Max FA -3 DensDeck, DensDeck Prime H -Shield Securock TABLE 2 Product Descrigtion Product Description Fiberglass reinforced, SBS modified bitumen base sheet. Polyester and Fiberglass scrim reinforced, SBS modified ply sheet. A self -adhering Fiber glass mat, SBS modified bitumen ply sheet. Polyester scrim reinforced, self - adhering SBS cap sheet. Fiberglass scrim reinforced, self - adhering fire retardant SBS cap sheet Polyester scrim reinforced, SBS cap sheet with a CoolStar coating. Fiberglass scrim reinforced, fire retardant SBS cap sheet with a CoolStar coating. Asphalt primer. Water based, polymer modified primer. Polyisocyanurate insulation Polyisocyanurate insulation Polyisocyanumte insulation Polyisocyanurate insulation Gypsum coverboard Polyisocyanurate insulation homogenous fiber reinforced Manufacturer (with current NOA) CertainTeed Corp. Atlas Roofing Corp. Johns Manville R. Max, Inc. Georgia Pacific Hunter Panels U.S. Gypsum NOA No.: 10-0330.02 rnA t t�aoECOUNTYM Expiration Date: 0411311S Approval Date: 10/27/10 Page 2 of 11 APPROVED FASTENERS: TABLE 3 Faso Manufacturer N mber Product Name Product Description (with current NOA) 1. Dekfast 14 with Roofing screw with SFS Intec, Inc. Dekfast Hex Plate hexagonal steel plate 2. Tru -Fast HD with MP- Roofing screw with 3" Tru -Fast Corporation 3 Plate round steel plate 3. Roofgrip #14 with Flat Roofing screw with 3" rM Buildex Bottom Plate square steel plate 4. Olympic HD with Roofing screw with 3" Olympic Manufacturing Standard Plate round steel plate 5. FlintFast Fastener with Roofing screw with 3" CertainTeed MP -3 Plate round steel plate 6. Dekfast 12 with Roofing screw with SFS Intec, Inc. Dekfast Hex Plate hexagonal steel plate EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Underwriters Laboratories RI 1656 UL790 Annually Momentum Technologies, Inc. DX08C4A Physical Properties 03/22/04 DX20E3A Physical Properties 03/22/04 Factory Mutual Research 3009610 FM 4450 10/15/01 2D5A9.AM FM 4450 06/22/99 3014751 FM 4450 08/12/03 3014692 FM 4450 08/05/03 3012321 FM 4450 07/29/02 3008869 FM 4470 03/19/01 3037127 FM 4470 01/11/10 Exterior Research & 3518.12.03 TAS 114-F/G/I 12/01/03 Design, LLC 3519.12.03 TAS 114-D/J & TAS 117(B) 12/22/03 3515.07.03 TAS 114-J & TAS 117(B) 07/22/03 3521.07.04 TAS 114-J & TAS 117(B) 07/28/04 3522.07.04 TAS 114-D 07/28/04 Trinity I ERD C31410.06.10 ASTM D 5147/4798 06/03/10 C7290.01.08 ASTM D 4601/1970 01/16/08 08370.08.08-R1 TAS 114-H/J & TAS 117(B) 10/05/09 C8500SC.11.07-R1 ASTM D 6862/TAS 117(B) 08/07/09 C10080.09.08 -R4 ASTM D 5147/6163/6164 03/25/10 ASTM D 6222/3909 C10080.09.10 ASTM D 5147 & 6163 09/01/10 PRI Construction Materials CTC -034-02-01 REV ASTM D 6163 11/24/08 Technologies NOA No.: 10-0330.02 Expiration Date: 04/13/15 Approval Date: 10/27/10 Page 3 of 11 APPROVED ASSEMBLIES: Deck Type 1I: Wood, Insulated Deck Description: Min "/32" thick plywood at max 24" spans attached 6" o.c. using 8d diameter ring shank nails. System Type A(1): Anchor sheet mechanically fastened, optional top layer adhered with approved adhesive All General and System Limitations apply. One or more layers of any of the following insulations. Base Insulation Layer H -Shield Minimum 1.5" thick Top Insulation Layer DensDeck Minimum W thick Insulation Fasteners Fastener (Table 3) Density/fe N/A N/A Insulation Fasteners Fastener (Table 3) Densityme N/A N/A Note: Base insulation layer shall be adhered with TITESET Roofing Adhesive or WeatherTite One Step Foamable Adhesive spaced 4" o.c. Top layer of insulation shall be adhered with TITESET Roofing Adhesive or WeatherTite One Step Foamable Adhesive spaced 6" o.c. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Anchor Sheet: One ply of All Weather/ Empire Base Sheet mechanically attached as detailed NOA No.: 10-0330.02 M! WADE CUNTI► Expiration Date: 04/13/15 • • • • Approval Date: 10!27/10 Page 4 of 11 below. Fastening: Anchor sheet shall be fastened with FBC HVHZ nails and tin caps spaced 8" o.c. at the 3" lap and 8" o.c. in three, equally spaced center rows. Primer. Apply Flint -Prime SA to DensDeck surface at 0.3 gal/square. Base Sheet: One or more layers of Flintlastic SA P1yBase, self -adhered Membrane: One layer of Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic SA Cap FR CoolStar, Flintlastic SA Cap CoolStar self -adhered. Surfacing: None Maximum Design Pressure: -52.5 psf (See General Limitation V.) NOA No.: 10-0330.02 M! WADE CUNTI► Expiration Date: 04/13/15 • • • • Approval Date: 10!27/10 Page 4 of 11 Deck Type 1I: Wood, Insulated Deck Description: Min 19/32" thick plywood at max 24" spans attached 6" o.c. using 8d diameter ring shank nails. System Type A(2): Anchor sheet mechanically fastened, optional top layer adhered with approved adhesive All General and System Limitations apply. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener H -Shield (Table 3) Density/fie Minimum IS" thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener Securock (Table 3) Density/fts Minimum V411 thick N/A N/A Note: Base insulation layer shall be adhered with TITESET Roofing Adhesive or Insta-Stick spaced 4" o.c. Top layer of insulation shall be adhered with TITESET Roofing Adhesive or Insta- Stick spaced 6" o.c. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Anchor Sheet: One ply of All Weather/ Empire Base Sheet mechanically attached as detailed below. Fastening: Anchor sheet shall be fastened with FBC HVHZ nails and tin caps spaced 8" o.c. at the 3" lap and 8" o.c. in three, equally spaced center rows. Primer: Apply Flint -Prime SA to Securock surface at 0.3 gal/square. Base Sheet: One or more layers of Flintlastic SA P1yBase, self -adhered Membrane: One layer of Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic SA Cap FR CoolStar, Flintlastic SA Cap CoolStar self -adhered. Surfacing: None Maximum Design Pressure: -60 psf (See General Limitation #7.) NOA No.: 10-0330.02 COUNTYExpiration Date: 04/13/15 El... Approval Date: 10/27/10 Page 5 of I l Deck Type 1I: Wood, Insulated Deck Description: Min 19/32" thick plywood at max 24" spans attached 6" o.c. using 8d diameter ring shank nails. System Type C(1): All layers of insulation simultaneously attached. All General and System Limitations apply. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft= FlintBoard, ACFoam H, ENRGY 3, Multi -Maas FA -3, H -Shield Minimum 1.5" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Top Insulation Layer Insulation Fasteners Fastener DensDeck (Table 3) Density/fe Minimum V4" thick 19 2, 3, 4,5 1:1.33 ft1 Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Primer: Apply F1intPrime SA to DensDeck surface at 0.3 gal/square. Base Sheet: One or more layer of Flintlastic SA Mid Ply, self -adhered Ply Sheet: (Optional) One or more layer of Flintlastic SA Mid Ply, self -adhered Membrane: One layer of Flintlastic SA Cap, Flintlastic SA Cap CoolStar self -adhered. Surfacing: None Maximum Design Pressure: -45 psf (See General Limitation V.) NOA No.: 10-0330.02 Expiration Date: 04/13/15 Approval Date: 10/27/10 Page 6 of 11 Deck Type 1I: Wood, Insulated Deck Description: Min 19/32" thick plywood at max 24" spans attached 6" o.c. using 8d diameter ring shank nails. System Type C(2): All layers of insulation simultaneously attached. All General and System Limitations apply. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) F1intBom , ACFoam II, ENRGY 3,-Muld-Max FA -3, H -Shield Minimum 1.5" thick 6 Density/ftp 14AS Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for Insulation attachment. Primer: Apply F1intPrime SA to insulation surface at 0.3 gal/square. Base Sheet: One or more layer of Flintlastic SA P1yBase, self -adhered Membrane: One layer of Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic SA Cap FR CoolStar, Flintlastic SA Cap CoolStar self -adhered. Surfacing: None Maximum Design Pressure: -60 psf (See General Limitation V.) NOA No.: 10-0330.02 Mu1Mt•LiAVEcouExpiration Date: 04/13/15 .. , Approval Date: 10/27/10 Page 7 of 11 Deck Type is Wood, Non -Insulated Deck Description: Min 19/32" is p ywood attached using approved 8d nails spaced 6" o.c. at wood joists spaced max. 24" o.c. System Type E(1): Base sheet mechanically fastened -All General and System Limitations apply. Separation Sheet: (Optional) One or more layers of G1asBase, loose laid. Anchor/Base Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below. Fastening: Anchor/Base sheet shall be fastened with approved 11 gauge 1 '/4" annular ring -shank roofing nails and tin caps spaced 8" o.c. at the min. 3" wide side Iap. With three additional (equally spaced) staggered rows in the center of the sheet spaced 8 inches o.c. for a total of four rows. Ply Sheet: (Optional) One or more layers of Flintlastic SA Mid Ply, self -adhered Membrane: One layer of Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic SA Cap FR CoolStar, Flintlastic SA Cap CoolStar self -adhered. Surfacing: None Maximum Design Pressure: -52.5 psf (See General Limitation V.) Deck Type 1: Wood, Non -Insulated Deck Description: Min 19132" thick plywood attached using approved 8d nails spaced 4" o.c. at wood joists spaced max. 24" o.c. System Type E(2): Base sheet mechanically fastened All General and System Limitations apply. Separation Sheet: (Optional) One or more layers of GlasBase, loose laid. Anchor/Base Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below. Fastening: Anchor/Base sheet shall be fastened with approved 11 gauge 1 '/a" annular ring - shank roofing nails and tin caps spaced 8" o.c. at the min. 3" wide side lap. With three additional (equally spaced) staggered rows in the center of the sheet spaced 8 inches o.c. for a total of four rows. Ply Sheet: (Optional) One or more layers of Flintlastic SA Mid Ply or SA PlyBase self - adhered Membrane: One layer of Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic SA Cap FR CoolStar, Flintlastic SA Cap CoolStar self -adhered. Surfacing: None Maximum Design Pressure: -60 psf (See General Limitation V.) NOA No.: 10-0330.02 Expiration Date: 04/13/15 Approval Date., 10/27/10 Page 8 of 11 Deck Type 1: Wood, Non -Insulated Deck Description: Min 19/32" thick plywood at max 24" spans attached 6" o.c. using #8 wood screws. System Type E(3): Base sheet mechanically fastened All General and System Limitations apply. Anchor Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below. Fastening: Anchor sheet shall be fastened with FBC HVHZ nails and tin caps spaced 6" o.c. at the 3" lap and 6" o.c. in three, equally spaced center rows Primer. None Base Sheet: One or more layers of Flintlastic SA PlyBase, self -adhered Membrane: One layer of Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic SA Cap FR CoolStar, Flindastic SA Cap CoolStar self-adhercd. Surfacing: None Maximum Design Pressure: - 75 psf (See General Limitation #7.) Deck Type 1: Wood, Non -Insulated Deck Description: Min 19/32" thick plywood at max 24" spans attached 6" o.c. using #8 wood screws. System Type E(4): Base sheet mechanically fastened All General and System Limitations apply. Anchor Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below. Fastening: Anchor sheet shall be fastened with FBC HVHZ nails and tin caps spaced 4" o.c. at the 3" lap and 4" o.c. in four, equally spaced center rows for a total of five rows. Primer. None Base Sheet: One or more layers of Flintlastic SA PlyBase, self -adhered Membrane: One layer of Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic SA Cap FR CoolStar, Flintlastic SA Cap CoolStar self -adhered. Surfacing: None Maximum Design Pressure: -105 psf (See General Limitation #7.) NOA No.: 10-0330.02 Expiration Date: 04/13/15 Approval Date: 10/27/10 Page 9 of 11 Deck Type 1: Wood, Non -Insulated Deck Description: Mn 19132" thick plywood at max 24" spans attached 6" o.c. using #8 wood screws. System Type E(5): Base sheet mechanically fastened All General and System Limitations apply. Anchor Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below. Fastening: Anchor sheet shall be fastened with OMG #12 with OMG Standard 3" metal plates spaced 8" o.c. at the 3" lap and 8 o.c. in two, equally spaced center rows Primer: Apply ASTM D41 primer to stress plates. Base Sheet: None Membrane: One layer of Flindastic SA Cap, Flintlastic SA Cap FR, Flintlastic SA Cap FR CoolStar, Flintlastic SA Cap CoolStar self -adhered. Surfacing: None Maximum Design Pressure: - 82.5 psf (See General Limitation V.) NOA No.: 10-0330.02 Expiration Date: 04/13/15 NII MI DADECOUNITY Approval Date: 10/27/10 Page 10 of 11 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fie classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fine ratings of this product. 2. Insulation may be installed in multiple layers. The fist layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be V x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every IT in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lb£ insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value fisted within a specific system. Should the fastener resistance be less than that required, as determined by the Building Oficial, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and scaled by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation Is specifically referred within this NOA, Genergl Limitation #7 will not be applicable.) 10. 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. END OF THIS ACCEPTANCE NOA Na: 10-0330.02 Expiration Date: 04/13/15 Approval Date: 10/27/10 Page 11 of 11 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REQUIREMENTS FOR ROOF PERMIT Permit application must be accompanied by: VPERMIT APPLICATION (SIGNED AND NOTARIZED BY BOTH OWNER AND CONTRACTOR) S'/2 COPIES OF THIS PACKAGE [a' 2 COPIES OF ALL PRODUCT APPROVALS ❑ SUBMITTAL FEE ❑ NOC (RECORDED AT TIME OF PICKING UP PERMIT) REVISED ON 7/9/09 PAGE 01/01 JX PROPERTIES OF W. PALM BEACH, INC. 110408 VeRSAILLES BLVD. WELLINGTON, FL 3M "V THE POLICIES OF IN%IUkANGE LISTED BELOW HAVE BEEN ISSUED TO THE INSVRED NAMED ABOA FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR ooNoi*nON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT To WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDSO BY THE POLICIES OF-SCRIVED HEREIN 15 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGGREGATE LIMITS $MOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. UNILryy A X COWARCIIALraFiNGRALLMILrry CLAIMS MOE OCCUR WL BATE OE, POLICY p AUTOWNLI UABMM ARYAUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-01WED AUTOS 1111812012 ili/16013 COMBINED SINGLE LIMIT (Ea *a4dont) BODILY INJURY (Pmwmn1 BODLY INJURY Tor oto omq PROPERTY DAMAGE (par gmaldam) OWER THAN AUTO ONLY; OCCUR L_j CLAIMS MMR AGGREGATE s DEDUCTIBLE RR.T—P=N Ill VVORKM COWENSATION AND STATU• FSR EMPLOYFAV Vmpm E, L, EAC±LA—C-01 .0� ANY PROPRIETJ "ARTWWWOUT(VE � EX OFrICFRNSW REXCLUDED? F -L DISEASE - EA EMPLOYEErs If irpont 69vu Or arad , No below E.L. DISEASE -POLICY LIMIT SHOULDANYOFTKEAB 01 M 0 DATE THEREOF, THE BSS NOTICE TO THE UE TE I N OR 6, IMPOSE No 0" OR 61 REPRESENTATIVE& V If ifl ,]'I *Ad J��Lj a i&j ■ CITY OF MIAMI - BUILDING DEPARTMENT NOTICE OF COMMENCEMENT Please file at 22 N.W. 1st Street, Miami PERMIT NUMBER: 6 9 Ab 9 FOLIO NUMBER: State of Florida County of Miami -Dade OR SI. 28774 F's 1201; (Ips) RECORDED 08/15/2013 12918:21 HARVEY RUVINY CLERK OF COURT MIAMI-DADE COUNTYP FLORIDA LAST PAGE The undersigned hereby gives notice that improvements will made to certain real property, and in accordance with Chapter 713.23, Florida Statuses, the following in provided in this Notice of Commencement. Street address3% 1*J W 161 and Legal description of property: Description of improvement: Owner's name: I d Aa N&Sam and address: IS WLA� Interest inrope p rtY: Name of fee simple titleholder (if other than owner) and address: Contractor's name: 744rJQ f g s UI#A and address: , %LeJt1911I45ALkL& Q,,`t � Z, Phone number: 6&/•�� -: Amount of Surety bond: (Payment bond required by owner from contractor, if any) Surety's name, and address: Phone number: Lender's name: and address: Phone number. Persons with the state of Florida designated by Owner, upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statues, Name* and address: Phone number: In addition to himself, Owner designates the following person(s) to receive a copy of a Lienor's Notice as provided in Section 713.13(1)(b)7, Florida Statues, Name: and address: Phone number: Expiration date of this Notice of Commencement:. -(the expiration date is one [1] year from the date of recording unless a different date is specified) r�"fit 4L Ab i;_yi /:t a. L - / 4 Owner's Signature Owner's Name (printed) 1� Sworn t and sub ribed before n Ode day of I 204 - By: ersona y owns, or P • d ced ID Notary Public: " 4 Print Notary Pu 4c Na e: ' F Oath taken 4;;- 'L Oath not taken Prepared BICS Commission Expiration: Address - IL PO4[VT DU JOUR. MiY C4P%h1SSIDN 4 DD 934. �+ _ cQ EXPIRES De..ember 3,2M RLB FV 7iz?h!S ,. rfvn. �� Rev. Dec/21/2010 6��PEJ1dhR�11� �L. A ""T rae orta i'y/1013 8.34 AM D.C.